GOVERNMENT OF PUDUCHERRY PUBLIC WORKS DEPARTMENT 09-10 Karaikal.pdf · FOREWORD The PSR for Puducherry PWD was first published during the year 1998-99, later in 2003-04, 2006-07,

GOVERNMENT OF PUDUCHERRY

PUBLIC WORKS DEPARTMENT

PUDUCHERRY SCHEDULE OF RATES

KARAIKAL REGION

2009-2010

FOREWORD

The PSR for Puducherry PWD was first published during the year 1998-99, later in 2003-04,

2006-07, 2007-08 and 2008-09. Now the PSR for the year 2009-10 is prepared.

This Schedule of rates incorporates basic rates for labour and materials for building

works, road works, water supply works & sewerage works, irrigation works and bridge works.

The PSR 2009-10 is effective from 1.4.2009.

This Schedule of Rates is being used by number of Government Departments, Private

Sector Organizations, various Engineers, Contractors and Architects.

The Puducherry PWD is prepared by adopting the analysis and specifications of CPWD

for arriving the finished rate for building works. The analysis and specifications of Ministry of

Road Transport, MORTH and Highways Specifications have been followed for working out the

finished rates for road and bridge works.

In respect of the irrigation works, the most frequently used items have been identified

and the rates were worked out considering the field observations and Madras Detailed

Standard Specification and CPWD analysis of rates wherever applicable.

In the PSR 2009-10 several items with ISI specification identifying best manufacturers for

materials, new products and technologies which are being used in Civil Engineering field have

been included. New items have also been introduced.

In this 2009-10, may new items including sulphate resistant cement based pile works

and precast RCC door and window frames as per the BIS are included. Fusion bonded epoxy

coating in bridge work, sand gravel mix, bituminous concrete for Road works etc. based on

MOST specification are added. Specifications such as thickness of ceramic tiles, Mangalore

tiles Marble Slabs are suitably modified based on the material availability in market. In the

steel item for small works, (that’s steel usage upto 10 MT) TMT rod (secondary products) with ISI

specification is newly included. However for important works viz. bridges, OHT, and high rise

building and works which are identified by the Engineer-in-charge as important only TMT rod of

VIZAG / SAIL / TISCON / IISCO shall be adopted.

The encouragement and guidance given by Thiru T.M. BALAKRISHNAN, I.A.S., Secretary

(Works) in bringing out the Puducherry Schedule of Rates which is belovedly acknowledged.

I am sure that this Schedule of Rates will be quite useful to all concerned.

Puducherry (CHANDRAPALSINGH) June, 2009 CHIEF ENGINEER PWD, PUDUCHERRY

PREFACE

1. Puducherry Schedule of Rates 2009-10 is an updated edition of the PSR 2008-09.

2. The Puducherry Schedule of Rates 2009-10 incorporates all the items included in the

PSR 2008-09 and correction slip issued from time to time besides new items. The specification

of the items have been improved and modified in this Schedule of Rates. The Schedule of

Rates is based on the current market rates for materials and labour. The basic rates have

been obtained from the leading manufacturers for branded products, local market,

Department of Economics & Statistics and DGS&D rates. The finished rates were arrived by

using CPWD analysis of rates and finalized by convening the PSR Standing Committee meeting

on 27.04.09 as per O.M.No. 4090/669/06-PW (B1) dt: 12/01/2007.

3. The Standing Committee of Schedule of Rate was formed under the Chairmanship of

Thiru CHANDRAPAL SINGH, Chief Engineer of Public Works Department, Puducherry. The

committee included the following members.

TVL:

Chandrapal Singh Chief Engineer,PWD Chairperson

Chandrapal Singh Superintending Engineer - Circle-I, PWD Member

S. Manohar Superintending Engineer - Circle-II, PWD Member

R. Chandrasekaran Superintending Engineer – Circle-III, PWD

Member

S. Vaittianadane Director of Economics & Statistics Member

S. Alphonse Under Secretary (Works)

Member

P. Arivazhagan Executive Engineer (Planning) - Central office Member

Tmt. T. Saroja Senior Accounts Officer, PWD Member

J. Jayakumar Executive Engineer - Public Health, PWD

Member

V. Sathiamurthy Executive Engineer – Irrigation, PWD Member

P. Arivazhagan Executive Engineer – Designs, PWD Member Secretary

4. The Committee meeting was convened and finalized the basic rates of materials and

labours. The same was approved after calling the views from all the Executive Engineers and

Contractor Associations.

5. The Delhi Schedule of Rates 2002 has been taken as a reference for inclusion of new

materials in respect of building works. Finished rates for building works have been adopted as

per the CPWD analysis of rates 1997. The specifications and analysis for the items under bridge

works are based on the Ministry of Road Transport and Highways (MORTH & MOST). Labour

rates and material rates have been finalized for all the four regions namely Puducherry,

Karaikal, Mahe and Yanam and exclusive Schedule of Rates has been brought out separately

for each region.

6. The rates and specifications incorporated in the PSR 2009-10 will become effective

from 01.04.2009.

7. For works which are in riverbed (for river over 20 metre width only) add 10% extra on

labour, earthwork and conveyance of materials within the riverbed. This extra percentage

should not be allowed for the cost of materials.

8. Within the Central Jail Compound 10% extra and Sub-Jail compound 5% extra is

allowed over the rates of labour, rates of works involving labour and rates for conveyance of

materials for the portion inside the jail campus (i.e. for the distance within the Jail Compound).

9. The current rates have been adopted for materials for which there are rate contracts,

running contracts in existence

10. Hire charges for plants indicated are only to prepare analysis of rates.

11. The works which are to be executed during night times due to heavy traffic during day

times and for various technical and administrative reasons and for major building works which

involves works during night times for continuity, will involve extra expenditure by way of making

arrangements of lighting and special transportation for working parties to odd hours. In the

light of the above nature, the Executive Engineers at their discretion may exercise their

judgment and cater for the additional cost to the maximum extent of 5%, keeping in view, the

severities and factors mentioned above. Support details for the extra cost based on actual site

conditions in specific cases will have to be provided with proper justification.

12. The following are the salient features of Puducherry Schedule of Rates 2009-10:

a) New item using sulphate Resistant Cement (SRPC) for pile works in building and bridge construction is introduced.

b) Precast RCC door and window frames as per BIS is newly included.

c) The basic rates incorporated in the schedule are pertaining to materials confirming to BIS/ CPWD specifications / MORTH specifications / MOST specifications/ materials of best manufacturers in the market.

d) Reinforcement: Only TMT of VIZAG / SAIL / TISCON / IISCO brands have been provided.

New items for TMT (Secondary production) with ISI make is included.

e) Road Work: MOST specification for sand gravel mix, bituminous construction and culvert works are included.

f) Bridges: Fusion bonded epoxy coating based on MOST specification is included.

Due care has been taken to print the Schedule of Rates as correctly as possible. It is

however, possible that some errors might have crept in. In case any omission or mistake is

noticed, it may be brought to the notice of the Executive Engineer (Designs), Computer

Design Centre, Central Office, PWD, Puducherry for correction.

Suggestions from all sectors are invited for the improvement and refinement of this

schedule of rate.

ACKNOWLEDGEMENT

The Schedule of Rates 2009-10 was finalized by the Standing Committee of Puducherry

Schedule of Rates under the Chairmanship of Thiru Chandrapal Singh, Chief Engineer, PWD,

Puducherry and is gratefully acknowledged. Without the guidance and encouragement of

whom, this work would have not become a success.

The sincere efforts taken by the Standing Committee of Puducherry Schedule of Rates

comprising of Thiru S. Manohar, Superintending Engineer (Circle-II), Thiru R. Chandrasekaran,

Superintending Engineer (Circle-III), The Director of Economics & Statistics, P. Arivazhagan,

Executive Engineer (Designs) all other Committee Members and other staff of the Computer

Design Centre, who have put up sincere effort in bringing out this Schedule of Rates 2009-10 is

acknowledged.

In this juncture, the sincere efforts put forth by the committee members in bringing out

this Schedule of rates are most acknowledgeable. Similarly the involvement of

Thiru C. Rajan, Assistant Engineer (Planning), Thiru P. Ramadasse, Assistant Engineer

(Computer), Thiru T. Sivakumar, (Work Assistant), Thiru R. Batmanabane, (Work Assistant),

Thiru K. Venkatachalapathy, Thiru S. Saravanakumaar, Thiru V. Tamizhavel in compiling the PSR

through the computer software is most appreciable. Nevertheless, the compilation of data

which is strenuous work that has been taken by the Draughtsman Ms. S. Deviga and

Ms. G. Kiruthiga are to be congratulated for their honest work.

The encouragement, enthusiasm and involvement of all those who have directly and

indirectly participated in bringing out this Schedule of Rates is also acknowledged.

KARAIKAL REGION

BASIC RATES FOR BUILDING WORKS

S.NO. CODE NO. DESCRIPTION UNIT Rate in Rs.

1 0002 Concrete Mixer 0.14 cubic metre per day 1000.002 0003 Diesel Road Roller - 8 to 10 tonne per day 2700.003 0004 Power Road Roller 8 to 10t. per day 2700.004 0010 Derrick Monkey Rope per day 660.005 0011 Pumpset (3.636Kl/h) per day 650.006 0012 Needle Vibrator - 40 mm per day 420.007 0013 Machine for rubbing flooring per day 220.008 0014 Front end loader 1 cum capacity (541.88x8) per day 5000.00

0607A Hire charge for genset per day 1000.009 0015 Excavator

a.60 Hour 700.00b.100 Hour 1250.00c.120 Hour 1450.00d.200 Hour 1600.00Note: Above hire charges includes cost of services of operating staff and supply of lubricating oil.0.2 LABOUR

10 0100 Bhandhani (Assistant to Blacksmith or Bender) per day 200.0011 0101 Bhisthi (Water carrier) per day 200.0012 0102 Blacksmith 1class per day 270.0013 0103 Blacksmith 2class per day 240.0014 0111 Carpenter 1class per day 300.0015 0112 Carpenter 2class per day 250.0016 0113 Chowkidar (beldar) per day 200.0017 0114 Mazdoor Category I (Beldar) per day 200.0018 0114A Survey Assistant per day 200.0019 0114B Wooder I class per day 200.0020 0115 Mazdoor Category II (Coolie) per day 180.0021 0191 Mazdoor Category III per day 160.0022 0116 Fitter Class-I (Pipe laying/barbending/bench fitter) per day 300.0023 0117 Asst.fitter per day 200.0024 0119 Glazier per day 270.0025 0123 Mason 1 class per day 320.0026 0124 Mason 2 class per day 275.0027 0125 Mason 2 class (stone work) per day 290.0028 0126 Mason 1 class (ornamental work) per day 400.0029 0127 Driver for Road Roller,Concrete Mixer,Truck etc per day 290.0030 0128 Mate (Head coolie) per day 230.0031 0130 Mistry per day 240.00

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32 0131 Painter/Varnisher/Polisher Class-I per day 260.0033 0192 Painter/Varnisher/Polisher Class-II per day 230.0034 0132 Excavator (rock cutting) per day 200.0035 0133 Breaker (rock cutting) per day 200.0036 0134 Hole driller (rock cutting) per day 200.0037 0135 Stone chiseller (rock cutting) per day 240.0038 0139 Skilled beldar (for floor rubbing etc) per day 200.0039 0141 White washer per day 200.0040 0155 Mason average per day 290.0041 0156 Carpenter (average) per day 290.0042 0157 Operator (Pile) per day 300.0043 0158 Mechanic (Pile) per day 260.0044 0193 Electrician Class-I (ITI passed with wireman per day 280.00

licence from Competent Authority)45 0159 Electrician Class-II (ITI passed with licence per day 240.00

from Electricity Department)46 0160 Electrician Helper per day 200.0047 0161 Mechanic Grade-I per day 270.0048 0162 Mechanic Grade-II per day 245.0049 0163 Mechanic Helper per day 200.0050 0164 Pump Driver Grade-I (ITI passed) per day 270.0051 0165 Sewer Cleaner per day 200.0052 0166 Sweeper per day 150.0053 0167 Thatcher per day 175.0054 0168 Welder Class-I (ITI passed) per day 300.0055 0169 Welder Class-II per day 250.0056 0170 Well Sinker Class-I per day 380.0057 0171 Well Sinker Class-II per day 270.0058 0172 Technical Assistant Grade-I (B.E. Passed) per day 500.0059 0173 Technical Assistant Grade-II per day 450.00

(Diploma passed or B.E. failled)60 0174 Technical Assistant Grade-III per day 400.00

(ITI passed or Diploma failed)61 0175 Technical Assistant Grade-IV per day 325.00

(ITI failed or having certificate issued by Govt. of Pondicherry)

62 0176 Laboratory Assistant Grade-I (PG in science) per day 400.0063 0177 Laboratory Assistant Grade-II(UG in science) per day 300.0064 0178 Laboratory Assistant Grade-III per day 275.00

(Degree other than Engg./Science to work as WorkInspector, Graduate Junior Clerk and Work Clerk)

65 0179 Raker per day 165.00

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66 0180 Driver - Light vehicle per day 270.0067 0181 Driver - Heavy vehicle (Lorry, Roller, Tractor) per day 300.0068 0194 Driver - Earth moving equipments per day 325.0069 0182 Cleaner (Heavy vehicles/Roller) per day 165.0070 0183 Watchman Grade-I (Kurkha) per day 175.0071 0184 Watchman Grade-II (others) per day 165.0072 0185 Drum mixer (Rotary for hot process) per day 165.0073 0186 Helper for Rig per day 165.0074 0187 Male (Gardener) per day 200.0075 0188 Data Entry Operator Grade-I per day 380.00

(PGDCA or equivalent / Degree with Computer knowledge)76 0189 Data Entry Operator Grade-II per day 320.00

(Any Diploma with knowledge of Data Entry)77 0190 Data Entry Operator Grade-III per day 290.00

(ITI or Higher Sec. with knowledge of data entry)78 Surveyor per day 290.00

0200A Driller Grade I (Pile) each 380.000200B Driller Grade II (Pile) each 345.000200C Mazdoor (Heavy for Pile work) each 305.000200D Genset Operator each 230.000200E Site supervisor for pile operation each 455.00

CLR/NMR (Not for analysis) As per G.O.Ms.No:102/2009/F3 dt:05/05/2009

each 233.00

0.3 MATERIALS FOR BUILDING WORKNote: These rates are at site of work and are exclusive of contractors profit,but includes octroi,royalty, sales tax extra.

79 2723 Adhesive (rubber base) Kg 160.00Aggregate:Brick Aggregate:

80 0285 63mm nominal size cum 492.0081 0287 40mm nominal size cum 580.0082 0288 25mm nominal size cum 660.0083 0289 20mm nominal size cum 660.0084 2909 Over burnt brick jelly 90mm to 40mm size cum 370.00

Stone Aggregate:Hard Broken Granite Metal:Machine Crushed

85 0293 40mm nominal size (ISS) cum 1250.0086 0295 20mm nominal size (ISS) cum 1300.00

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87 0296 12.5mm nominal size (ISS) cum 1250.0088 0297 10mm nominal size (ISS) cum 1200.0089 0298 6mm nominal size (ISS) cum 1150.00

90 3214 Aluminium sheet 24 gauge sqm 370.0091 7306 Aluminium T or L sections kg 240.0092 7056 Aluminium tee channel (heavy duty) with rollers and stop end metre 40.0093 7348 Aluminium washer 2mm thick 15mm dia cent 8.00

Aluminium strips94 1145 Aluminium Plain Strip edging 38x12x3 metre 85.0095 1234 Aluminium Plain Strip edging 57x12x3 metre 120.0096 2704 Aluminium strip 40 mm wide and 2 mm thick kg 240.0097 8015 Aluminium pipe - 16mm dia (for Pelmet) metre 35.0098 7389 Anodising 15 microns aluminium section Kg 40.0099 7464 Strip-Aluminium fluted 3.15 mm thick and 200mm wide metre 300.00

Asbestos Cement Products except pipes:100 0200 A.C.sheet corrugated 6mm thick sqm 125.00101 0993 A.C.sheet plain 6mm thick sqm 140.00102 3003 A.C.sheet plain 4mm thick sqm 100.00103 0209 A.C.close fitting adjustable ridge 1.10m long pair 165.00104 0210 A.C North light adjustable ridge 1.22m pair 140.00105 0216 A.C north light ventilator curves each 170.00106 7183 Bentonite tonne 5500.00

Bitumen Products:107 0309 Paving bitumen S-90 of approved quality tonne 30217.14108 0313 Blown type petroleum bitumen of penetration tonne 30217.14

85/25 approved quality109 2916 Paving asphalt 80/100 penetration tonne 30217.14110 0314 Bitumen hot sealing compound grade A Kg 30.22111 0316 Bitumen solution primer of approved quality litre 30.22112 0324 Coal tar litre 32.34

Blasting Materials113 0325 Blasting powder kg 27.00114 0326 Blasting fuse (fuse wire) each 11.00

Boards:115 0339 Impregnated fibre board 12mm thick sqm 290.00

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Flat pressed 3 layer particle board (medium density) Grade I116 0340 6mm thick sqm 210.00117 0341 12mm thick sqm 280.00118 0342 18mm thick sqm 360.00119 0343 25mm thick sqm 500.00

Extra for veneered particle board with:120 0346 Teak veneering on one side and commercial sqm 260.00

veneering on other side121 0347 Commercial veneering on both sides sqm 90.00122 0348 Teak venering on both sides sqm 450.00123 7307 Extra for providing teak veneering on one side sqm 180.00

instead of commercial veneering124 8014 Cement Bonded Particle Board - 8 mm thick sqm 245.00125 8014A Cement Bonded Particle Board -10 mm thick sqm 290.00

Veneered particle board with commercial on both sides126 7468 12 mm thick sqm 385.00127 7469 18 mm thick sqm 485.00128 7470 25 mm thick sqm 600.00

Veneered particle board with teak veneering on both sides129 7474 12 mm thick sqm 710.00130 7475 18 mm thick sqm 820.00131 7476 25 mm thick sqm 875.00

Prelaminated particle board with one sidedecorative and other side balancing lamination,flat pressed 3 layer & graded (medium density)Grade I, Type II conformig to IS: 12823 (exterior grade):

132 7477 12 mm thick sqm 450.00133 7478 18 mm thick sqm 500.00134 7479 25 mm thick sqm 600.00

Prelaminated particle board with both sidesdecorative lamination, flat pressed 3 layer &graded (medium density) Grade I, Type IIconformig to IS: 12823 (exterior grade):

135 7480 12 mm thick sqm 530.00136 7481 18 mm thick sqm 660.00137 7482 25 mm thick sqm 700.00138 7116 Hard board 6 mm thick sqm 160.00

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139 7062 Extra cost for decorative lamination one side sqm 80.00and balancing lamination other side

Bricks:140 2604 F.P.S. bricks class designation 35 1000no 3000.00141 2604C Machine moulded bricks / Chamber Burnt 1000no 4000.00142 1984 F.P.S. brick tiles class designation 35 1000no 2500.00143 1984E Mangalore pressed tile-230x230x18mm each 10.00144 0362 Brick bats cum 330.00

2604D Table moulded bricks 1000no 3600.00145 2604F Fly ash bricks of size 23cm x 11cm x 8cm 1000no 2400.00146 2604M Stabilished Mud blocks - 24cm x 11.5cm x 9cm 1000no 3500.00

Cement:147 0367 Cement - (PPC) tonne 5500.00

0367A Cement - (SRPC) tonne 5933.00148 0368 White cement tonne 14500.00149 7024 Acid proof cement tonne 8500.00150 0368A Diff. of white and grey cement kg 9.00151 7024A Diff. in cost of acid proof & ordinary cement tonne 3000.00

Chemicals:152 4203 Copper acetate kg 205.00153 4204 Hydrochloric Acid kg 34.00154 4205 Copper Chloride kg 205.00155 4206 Copper nitrate kg 195.00156 4207 Amonium Chloride kg 11.00157 7022 Choloropyriphos 20% E.C. litre 274.00158 7316 Acelerating admixture kg 32.00159 7317 Retarding admixture kg 63.00160 7318 Plasticizer/ Super plasticizer kg 157.00161 4012 Circular C.I box for ceiling fan each 48.00162 7069 M.S.Cirularl box for fan clamp including lid each 41.00

and bottom lid - M.S.sheet163 0370 Coal (steam) qtl 900.00

Distemper:

164 0815 Dry kg 47.00165 0816 Oil bound washable kg 68.00166 0816A Acralic washable kg 80.00

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Expandable fastner with plastic sleeve and

M.S. screws

167 7312 25 mm long each 7.70

168 7313 32 mm long each 8.80

169 7314 40 mm long each 9.90

170 7315 50 mm long each 12.10

171 7090 Expanded polystyrene type N - Normal sqm 93.50

172 0979 Earth for filling (Good earth) cum 180.00

0979A Quarry rubbish cum 220.00

0979B Earth for filling (Red earth) cum 300.00

FITTINGS:

Anodised Aluminium fittings:(Crown / Classic)Butt Hinges:

174 0687 125x75x4mm each 60.50175 0688 125x63x4mm each 55.00176 0689 100x75x4mm each 49.50177 0690 100x63x3.2mm each 44.00178 0691 100x63x4mm each 49.50179 0692 75x63x4mm each 33.00180 0693 75x63x3.2mm each 27.50181 0694 75x45x3.2mm each 22.00182 0695 50x35x3.2mm each 16.50183 2465 Casement stay 250mm each 49.50

Flush bolts:184 2461 250mm size each 77.00185 2462 150mm size each 55.00186 2463 100mm size each 38.50

Handles:187 0703 125mm with plate 175x32mm each 38.50188 0704 100mm with plate 150x32mm each 33.00189 0705 75mm with plate 125x32mm each 27.50190 0705A Anodised Aluminium handles- 100mm each 27.50191 0705B Anodised Aluminium handles- 75mm each 24.20192 2459 Hanging type door stopper-125mm Size each 33.00193 7059 Aluminium hanging floor door stopper with each 55.00

twin rubber & stopper

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194 0706 Kicking plate 50cm long 100x3.15mm each 110.00195 2464 Pull bolt lock (locking bolt) of size 85mm x 42mm with each 38.50

screws, bolts, nuts and washers complete

Screws:196 0707 50mm cent 49.50197 0708 40mm cent 44.00198 0709 30mm cent 38.50199 0710 25mm cent 36.30200 0711 20mm cent 28.60

Sliding door bolt:201 0696 300x16mm each 181.50202 0697 250x16mm each 165.00

Tower bolts (barrel type):203 0698 300x10mm each 77.00204 0699 250x10mm each 71.50205 0700 200x10mm each 66.00206 0701 150x10mm each 49.50207 0702 100x10mm each 33.00208 7003 Pair of A.A. lever handles for 100mm mortice latch each 176.00

and lock

BRASS FITTINGS:209 0446 Brackets (Curtain rods) 20mm each 33.00210 0423 Casement window fastener each 38.50

Casement stays (straight peg type):211 0424 300mm long weight not less than 0.33 kg. each 82.50212 0425 250mm long weight not less than 0.28 kg. each 71.50213 0426 200mm long weight not less than 0.24 kg. each 60.50214 0430 Chain with hook for fan light catch each 27.50215 0447 Cubboard knob or ward robe knob 50mm each 27.50216 0448 Curtain rails with roller stop ends and brackets metre 88.00217 0443 Curtain rod 12mm dia 1.25mm thick metre 71.50218 0444 Curtain rod 20mm dia 1.25mm thick metre 99.00219 0445 Curtain rod 25mm dia 1.25mm thick metre 132.00

Cupboard lock 6 levers (best make of approved quality220 2451 40mm size each 49.50221 2452 50mm size each 60.50222 2453 65mm size each 71.50223 2454 75mm size each 82.50

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Door latch:224 0411 300x16x5mm (0.380 kg) each 154.00225 0412 250x16x5mm (0.350 kg) each 139.70226 0417 Floor door stopper 150mm (0.357 kg) each 143.00227 0428 Fanlight catch each 25.30228 0429 Fanlight pivot each 34.10229 0435 Finger plate 30cm long 65x1.6mm (0.350kg) each 72.60230 0440 Furniture handles (cupboard handle) each 24.20

Handles:231 0408 125mm with plate 175x32mm each 121.00232 0409 100mm with plate 150x32mm each 99.00233 0410 75mm with plate 125x32mm each 68.20234 2455 Hanging type door stopper 150mm each 49.50235 2456 Brass hydraulic closer with screws each 847.00

Hard drawn hooks and eyes236 0418 300mm each 44.00237 0419 250mm each 41.80

238 0420 200mm each 38.50

239 0421 150mm each 33.00240 0422 100mm each 27.50

Hasps and staples (safety type)241 0431 300mm each 55.00242 0432 115mm each 44.00243 0433 90mm each 33.00244 0442 Helical spring 150mm each 165.00245 7394 Double action hydrolic floor spring each 990.00

Hinges:Butt hinges (light / ordinary type):

246 0378 125x70x4mm each 82.50247 0379 100x70x4mm each 55.00248 0380 75x40x2.5mm each 27.50249 0381 50x40x2.5mm each 16.50

Butt hinges (heavy type):250 0382 125x85x5.5mm (0.70 kg) each 132.00251 0383 100x85x5.5mm (0.56 kg) each 110.00

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252 0384 75x65x4.0mm (0.20 kg) each 60.50

Double acting Spring Hinges:253 0392 150mm each 308.00254 0393 125mm each 198.00255 0394 100mm each 165.00

Parliamentary hinges:256 0385 150x125x27x5mm each 187.00257 0386 125x125x27x5mm each 181.50258 0387 100x125x27x5mm each 165.00259 0388 75x100x20x3.2mm each 132.00

Single acting spring hinges:260 0389 150mm each 192.50261 0390 125mm each 165.00262 0391 100mm each 121.00

263 0413 Martice latch and lock 100x65mm with 6 levers each 583.00and a pair of brass lever handles

264 0414 Martice latch 100mmx65mm with a pair of brass each 495.00lever handles

265 0438 Night latch each 550.00266 0427 Quadrant stays 300mm each 71.50267 7001 100mm martice latch & lock with 6 levers without pair each 440.00

of hanles

Screws:268 0449 50mm cent 247.50269 0450 40mm cent 198.00270 0451 30mm cent 143.00271 0452 25mm cent 110.00272 0453 20mm cent 71.50

Tower bolts (barrel type):273 0400 250x10mm each 198.00274 0401 200x10mm each 176.00275 0402 150x10mm each 132.00276 0403 100x10mm each 99.00

CHROMIUM PLATED FITTINGS (BRASS):Casement stays (straight peg type) :

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277 0569 300mm weighing not less than 0.33 kg each 104.50278 0570 250mm weighing not less than 0.28 kg each 93.50279 0571 200mm weighing not less than 0.24 kg each 77.00280 0568 Casement window fastner each 66.00281 0575 Chain with hook for fanlight catch each 16.50

Cupboard lock (Nickled):282 2468 40mm size each 44.00283 2469 50mm size each 55.00284 2470 65mm size each 66.00285 2471 75mm size each 77.00

Door latch:286 0545 300x16x5mm (380 gms) each 110.00287 0546 250x16x5mm (350 gms) each 93.50

Flush bolts:288 0551 250mm each 121.00289 0552 150mm each 77.00290 0553 100mm each 55.00291 0573 Fanlight catch each 33.00292 0574 Fanlight pivot each 27.50

Handles293 0555 125mm with plate 175x32mm each 165.00294 0556 100mm with plate 150x32mm each 137.50295 0557 75mm with plate 125x32mm each 104.50

Hasps and staples (safety type):296 0576 150mm each 71.50297 0577 115mm each 55.00298 0578 90mm each 49.50

Butt hinges (Heavy type)299 0523 110x70x5.5mm (560 gms) each 143.00300 0524 75x65x4mm (200 gms) each 60.50

Butt hinges (Light / Ordinary type) :301 0525 125x70x4 mm each 66.00302 0526 100x70x4 mm each 55.00303 0527 75x40x2.5 mm each 27.50

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304 0528 50x40x2.5 mm each 22.00

Single acting spring hinges :305 0533 150 mm each 187.00306 0534 125 mm each 137.50307 0535 100 mm each 110.00308 0558 Mortice latch & lock 100x65mm with 6 levers and a each 528.00

pair of brass lever and a pair of brass handles309 0583 Night latch each 451.00310 2467 Pull bolt (locking bolt of size 85mmx42mm with screws, each 132.00

bolts, nuts and washers complete311 0572 Quadrant stay 300mm each 110.00

Rods (Curtain rods of 1.25mm thick)312 0590 12mm diameter metre 121.00313 0591 20mm diameter metre 176.00314 0592 25mm diameter metre 214.50

Screws :315 0585 50mm cent 209.00316 0586 40mm cent 203.50317 0587 30mm cent 143.00318 0588 25mm cent 99.00319 0589 20mm cent 77.00

320 7023 Chromium plated brackets (curtain rods) each 7.70

321 7057 Hydraulic door closer tubular type aluminimum extruded section body - Eddy each 715.00

322 7058 Hydraulic door closer tubular type aluminimum extruded section body - Mytel each 990.00

323 0584 Wardrobe knob 50mm each 33.00

COPPER OXIDISED FITTINGS (BRASS)Screws:

324 0517 50 mm cent 165.00325 0518 40 mm cent 132.00326 0519 30 mm cent 99.00327 0520 25 mm cent 66.00328 0521 20 mm cent 44.00

OXIDISED MILD STEEL FITTINGS:

Karaikal Page 12


329 0678 Chain with hook for fan light catch 300mm each 33.00

Door latch:330 0662 300x20x6mm each 33.00331 0663 250x20x6mm each 27.50332 0676 Fan light catch each 11.00333 0677 Fan light pivot each 11.00

Handles:334 0668 125mm each 22.00335 0669 100mm each 16.50336 0670 75mm each 11.00337 2449 Pull bolt lock of size 85mmx42mm with bolts and nuts each 27.50

complete

Hasps and staples (safety type):338 0679 150mm each 16.50339 0680 115mm each 13.20340 0681 90mm each 11.00

Hinges:Butt hinges:

341 0642 125x65x2.12mm each 16.50342 0643 100x58x1.9mm each 11.00343 0644 75x47x1.7mm each 8.80344 0645 50x37x1.5mm each 6.60

Double acting spring hinges:345 0653 150mm each 77.00346 0654 125mm each 66.00347 0655 100mm each 44.00

Parliamentary hinges:348 0646 150x125x27x2.80mm each 38.50349 0647 125x125x27x2.80mm each 30.80350 0648 100x125x27x2.80mm each 27.50351 0649 75x100x20x2.24mm each 22.00

Single acting spring hinges:352 0650 150mm each 71.50353 0651 125mm each 66.00354 0652 100mm each 46.20

Karaikal Page 13


Piano hinges:355 0656 1mm thick 35mm wide finished with nickel plating metre 38.50356 0657 1mm thick 35mm wide finished with brass plating metre 49.50

Oxidised M.S. piano hinges finished with brass plating

357 7483 50 mm (Over all width) metre 27.50358 7484 65 mm (Over all width) metre 33.00

Oxidised M.S. hinges finished with nickel plating359 7485 50 mm (Over all width) metre 29.70360 7486 65 mm (Over all width) metre 35.20

M.S. piano hinges finished with nickel plating361 7487 50 mm (Over all width) metre 24.20362 7488 65 mm (Over all width) metre 27.50

Tee hinges:363 0658 300x115x2.24mm each 22.00364 0659 250x100x2.24mm each 19.80

Hooks and Eyes:365 0671 300mm each 14.30366 0672 250mm each 11.00367 0673 200mm each 8.80368 0674 150mm each 5.50369 0675 100mm each 3.30

Screws:370 0682 50mm cent 55.00371 0683 40mm cent 49.50372 7040 35mm cent 44.00373 0684 30mm cent 33.00374 0685 25mm cent 27.50375 0686 20mm cent 22.00

Sliding door bolts:376 0660 300x16mm each 60.50377 0661 250x16mm each 44.00

Tower bolts (barrel type):

Karaikal Page 14


378 0664 250x10mm each 38.50379 0665 200x10mm each 27.50380 0666 150x10mm each 22.00381 0667 100x10mm each 16.50

Casement stay (straight peg type)382 7063 300 mm not less than 0.33 kg each 16.50383 7064 250 mm not less than 0.28 kg each 13.20384 7065 200 mm not less than 0.24 kg each 11.00385 7184 Safety chain weighing not less than450gms for doors each 33.00

MILD STEEL FITTINGS BRIGHT FINISHED ORBLACK ENAMELED:

386 0641 Bolts and nuts 50x6mm each 4.40387 0630 Chain with hook for fanlight catch 300mm long each 5.50388 0628 Fan light catch each 5.50389 0629 Fan light pivot each 4.40

Handles:390 0620 125mm each 8.80391 0621 100mm each 6.60392 0622 75mm each 5.50

Hasps and staples(safety type)393 0631 150mm each 7.70394 0632 115mm each 6.60395 0633 90mm each 5.50396 0634 Helical door spring 150 mm each 38.50

Hinges:Butt hinges:

397 0594 125x65x2.12mm each 11.00398 0595 100x58x1.90mm each 8.80399 7027 100x58x2.5mm each 11.00400 0596 75x47x1.70mm each 5.50401 0597 50x37x1.50mm each 4.40

Double acting spring hinges:402 0605 150 mm each 77.00403 0606 125 mm each 55.00404 0607 100 mm each 38.50

Karaikal Page 15


Parliamentary hinges:405 0598 150x125x27x2.80 mm each 27.50406 0599 125x125x27x2.80 mm each 19.80407 0600 100x125x27x2.80 mm each 16.50408 0601 75x100x20x2.24 mm each 11.00

Piano hinges:409 0608 1mm thick 35mm wide finished with nickle plating each 22.00

Single actind spring hinges:410 0602 150 mm each 60.50411 0603 125 mm each 55.00412 0604 100 mm each 49.50

Hooks and eyes:413 0623 300 mm each 11.00414 0624 250 mm each 8.80415 0625 200 mm each 6.60416 0626 150 mm each 5.50417 0627 100 mm each 4.40

Screws:418 0635 50mm cent 49.50419 0636 45mm cent 44.00420 0637 40mm cent 33.00421 0638 30mm cent 27.50422 0639 25mm cent 22.00423 0640 20mm cent 16.50

Sliding door bolts bright finished or / and enamelled424 0612 300x16 mm each 27.50425 0613 250x16 mm each 26.40

Tower bolts (Barrel type):426 0616 250x10 mm each 22.00427 0617 200x10 mm each 16.50428 0618 150x10 mm each 14.30429 0619 100x10 mm each 11.00

M.S tower bolt-bright finished / black stove enamelled:430 7350 250 x 10 mm each 38.50431 7351 200 x 10 mm each 33.00

Karaikal Page 16


432 7352 150 x 10 mm each 30.80433 7353 100 x 10 mm each 27.50

M.S. handle for steel windows including bolts,nuts and washers

434 7066 100 mm each 8.80435 7067 150 mm each 16.50

436 7034 Nickle plated M.S. pipe 20mm dia. metre 66.00437 7035 Nickle plated M.S. brackets Curtain rod 20mm each 3.30

FLUSH DOORSBlack Board ConstructionTeak wood ply on both faces:

438 0713 35mm thick sqm 1650.00439 0714 30mm thick sqm 1450.00440 0715 25mm thick sqm 1400.00441 0800 30mm thick kuttys Eleganza door shutter sqm 2000.00442 0801 35mm thick kuttys Eleganza door shutter sqm 2150.00443 0802 38mm thick kuttys Eleganza door shutter sqm 2300.00

Commercial ply on both faces:444 0717 35mm thick sqm 1265.00445 0718 30mm thick sqm 1210.00446 0719 25mm thick sqm 1155.00

447 0752 Lipping sqm of door area 330.00

448 7049 Teak wood lipping of size 25x3 mm in pelmets metre 11.00

Vision Panel

449 0753 Square sqm of door area 99.00

450 0754 Circular sqm of door area 96.80

451 0755 Flush door -Louvers-Decorative type sqm 187.00

452 0757 Rebate cutting sqm of door area 38.50

453 0761 Fuel wood qtl 220.00

Galvanised steel bolt and nuts / sheets:

Karaikal Page 17


454 1022 Galvanised steel bolts and nuts 6mm dia and 25mm ten 11.00long round head with slots

455 1023 Galvanised steel J or L hooks-8mm dia. ten 49.50456 1024 Galvanised steel bolts and nuts 10mm dia 125mm ln each 11.00457 1028 Galvanised steel straining bolt each 38.50458 1029A G.I.Barbed wire qtl 5800.00459 1030 Galvanised steel turn buckles each 8.80460 1033 Galvanised steel bolts and nuts-8mm dia. each 5.50461 3050 Galvanised steel corrugated sheets qtl 3960.00462 0992 Galvanised steel plain sheet qtl 3960.00463 7029 Galvanised wire mesh of average width of aperture sqm 165.00

1.4 mm and nominal dia. of wire 0.63 mm

Glass sheets/strips:464 2405 Glass sheet of nominal thickness 3mm (weighing sqm 230.00

not less than 7.5 kg/sqm.)465 2406 Glass sheet of nominal thickness 4mm (weighing sqm 300.00

not less than 10 kg/sqm.)466 2406A Mirror face glass sheet green shade - 4mm thick sqm 415.00467 2406B Mirror face glass sheet blue shade - 4mm thick sqm 465.00468 2407 Glass sheet of nominal thickness 5mm (weighing sqm 410.00

not less than 13.5 kg/sqm.)469 2407A Mirror face glass sheet green shade - 5mm thick sqm 550.00470 2407B Mirror face glass sheet blue shade - 5mm thick sqm 600.00471 2408 Glass sheet frosted nominal thick 3mm sqm 230.00472 1149 Glass strips 4mm thick 40mm deep metre 6.00473 1150 Glass strips 6mm thick 40mm deep metre 8.00474 2705 Glass strips 4mm thick 25mm deep metre 4.00475 2706 Glass strips 4mm thick 50mm deep metre 7.00476 2707 Glass strips 4mm thick 78mm deep metre 12.00477 2709 Glass strips 4mm thick 62mm deep metre 10.00478 0304 Gravel cum 680.00479 0763 Glue kg 75.00480 1036 Iron Pintels including welded pin each 30.00

Jali (cement concrete):481 0768 50mm thick sqm 300.00482 0769 40mm thick sqm 250.00483 0770 25mm thick sqm 200.00

Lime:484 0773 Unslaked lime qtl 275.00

Karaikal Page 18


485 0775 White lime qtl 375.00486 0776 Satna lime qtl 225.00487 0777 Slaked lime cum 900.00

Marble chips upto 4mm and down size:488 0784 Marble dust/ powder cum 1600.00489 0785 White & Black qtl 120.00490 0786 Chocolate, grey or yellow qtl 100.00491 0787 Baroda green qtl 100.00492 0788 Large size above 4mm White & Black qtl 120.00

MARBLE SLABS:GREY MARBLE

493 6020 15mm thick sqm 600.00

Makrana Doongri Adanga marble (15 mm thick)494 7279 Above 0.2 sqm upto 0.5 sqm sqm 430.00495 7280 Above 0.5 sqm upto 1.0 sqm sqm 600.00496 7281 Above 1.0 sqm upto 2.0 sqm sqm 680.00

PINK MARBLE

Plain:497 6007 15mm thick sqm 800.00

WHITE MARBLEMakrana Doongri adanga veined

498 6004 15mm thick sqm 650.00

499 6004A Mouurvadu 15mm thick sqm 810.00500 6004B Baroda green 15mm thick sqm 810.00

Makrana IInd quality plain:501 6001 15mm thick sqm 1300.00

Makrana second quality plain:502 1237 Cutting marble/sand stone slab upto 50 mm thick metre 5.00503 7244 Rajnagar marble stone 15mm thick ( 105 x 60 cm) sqm 900.00504 7245 Granite stone 18mm thick ( 105 x 60 cm) sqm 1750.00

Polished Granite Black (18 mm thick):505 7295 Above 0.2 sqm upto 0.5 sqm sqm 1400.00506 7296 Above 0.5 sqm upto 1.0 sqm sqm 1500.00

Karaikal Page 19


507 7297 Above 1.0 sqm upto 2.0 sqm sqm 1550.00

Polished Granite pink (18 mm thick):508 7299 Above 0.2 sqm upto 0.5 sqm sqm 1150.00509 7300 Above 0.5 sqm upto 1.0 sqm sqm 1250.00510 7301 Above 1.0 sqm upto 2.0 sqm sqm 1400.00

Polished Granite grey (18 mm thick):511 7303 Above 0.2 sqm upto 0.5 sqm sqm 1450.00512 7304 Above 0.5 sqm upto 1.0 sqm sqm 1600.00513 7305 Above 1.0 sqm upto 2.0 sqm sqm 1800.00

Polished Granite Ruby red (18 mm thick):514 7299A Above 0.2 sqm upto 0.5 sqm sqm 1450.00515 7300A Above 0.5 sqm upto 1.0 sqm sqm 1600.00516 7301A Above 1.0 sqm upto 2.0 sqm sqm 1750.00

517 2710 Marble stone pieces for crazy flooring qtl 100.00518 0808 Metallic floor hardener qtl 600.00

METAL BEADING:519 1143 Steel metre 38.00520 1144 Aluminium metre 75.00521 7349 12 mm M.S. U beading metre 7.00522 0810 Moorum cum 350.00523 0811 Mud (dry) cum 12.00

OIL:524 0771 Kerosene oil litre 20.00525 1235 Diesel oil litre 35.60526 0818 Linseed oil (double boiled) litre 170.00

Paints: (Asian / Dulux / Nerolac)527 0826 Aluminium paint litre 212.00528 0827 Acid proof paint litre 245.00529 0828 Anticorrosive bituminous paint(black) litre 140.00530 0828A Black board paint litre 163.00531 0829 Black Japan paint litre 95.00532 0830 Enamel paint litre 170.00533 0831 Floor enamel paint in all shades litre 170.00534 0833 Synthetic enamel paint black or chocolate shade litre 170.00535 0834 Synthetic enamel paint in all shades except litre 170.00

black or chocolate

Karaikal Page 20


536 0835 Plastic emulsion paint litre 210.00537 0835-A Exterior emulsion-Premium qlty.(Asian,Dulux,Berger) litre 260.00538 0835-B Exterior emulsion-Commercial qlty.(Asian,Dulux,Berger) litre 180.00539 0835-C Interior Emulsion paint litre 320.00540 0840 Ready mixed paint for steel work in all shades litre 170.00

except white or green541 0842 Ready mixed paint for wood work litre 170.00542 0843 Ready mixed paint for steel work litre 170.00543 0844 Roofing paint for iron sheets in white, litre 170.00

grey or green shade544 0845 Roofing paint for iron sheets in red colour litre 170.00545 0848 Red oxide litre 110.00546 0849 White lead (ready mixed) litre 145.00547 0850 White lead kg 75.00548 0851 Water proofing cement paint kg 45.00549 0859 Oil type wood preservative litre 100.00550 7239 Epoxy paint litre 320.00551 0865 Pig lead (Australian lead of 99.97% purity) kg 140.00552 0877 Textured exterior paint "Sandtex-Matt" litre 195.00553 0878 Acrylic exterior paint "Trump" litre 140.00554 0879A Premium Acrylic exterior paint "Snowcryl-XT" litre 240.00555 0880A Multi surface paint "Uni-Gloss" litre 260.00

Pigments:556 0874 Black colour dark shade kg 60.00557 0875 Red, chocolate,orange,buff or yellow (red oxide of iron) kg 95.00

light shade558 0876 Green or blue medium shade kg 85.00559 0874B Rate avg. 0874 & 0875 kg 77.50

Pipes and accessories:ASBESTOS CEMENT PIPES AND ACCESSORIES:Asbestos cement rain water pipes:

560 0879 50/50.8mm dia metre 20.00

561 0880 80/81.2mm dia metre 25.00562 0881 100/101.6mm dia metre 30.00

Asbestos cement bends:563 0890 50/50.8 mm dia without door each 18.00564 0892 80/81.2mm dia without door each 20.00565 0894 100/101.6mm dia without door each 25.00

Karaikal Page 21


Asbestos cement standard shoe:566 0928 50/50.8mm dia each 15.00567 0929 80/81.2mm dia each 20.00568 0930 100/101.6mm dia each 22.00

Asbestos cement cowl:569 7005A 80/81.2mm dia each 24.00570 7005B 100/101.6mm dia each 25.00

Asbestos cement hexagonal rain water head571 0931 250x200/241.3x203.2 mm dia and 100/101.6 mm dia each 30.00572 0932 300x250 mm and 100 mm dia each 35.00573 0933 400x300 mm and 100 mm dia each 55.00

SAND CAST IRON PIPES AND ACCESSORIES:Sand cast iron plain bend:

574 0961 75mm dia each 98.00575 0962 100mm dia each 117.00576 0963 150mm dia each 273.00

Sand cast iron plain shoe:577 0964 75mm dia each 71.00578 0965 100mm dia each 97.00579 0966 150mm dia each 195.00

Sand cast iron tee:580 7087 150 mm each 455.00

Sand cast iron rain water pipes:581 0958 75mm dia and 1.80 metre long each 377.00582 0959 100mm dia and 1.80 metre long each 507.00583 0960 150mm dia and 1.80 metre long each 715.00584 0967 Plate - copper kg 195.00

Pulleys:585 0968 38 mm dia each 18.00586 0969 25 mm dia each 18.00587 4013 40 mm dia each 20.00588 0870 Pully plug each 12.00

Plastic water proofing compound:589 1699A Fixostop/Fixopan of type 150A 8mm to 11mm thk metre 280.00

Karaikal Page 22


590 1699B Fixostop/Fixopan of type 150B 4mm to 5mm thk metre 160.00591 1699C Fixostop/fixopan of type 150A 8mm to 10mm thick metre 280.00

Primers:592 0820 Cement primer litre 120.00593 0821 Distemper primer litre 120.00594 0823 Pink primer (for wood) litre 120.00595 4202 zinc chromate primer litre 155.00596 4201 Aluminium primer litre 210.00597 0824 Primer for cement paint "CEMPROVER" litre 120.00598 0825 Special primer (C.W) litre 120.00599 0826A Metal primer (U.G) litre 110.00

Polish:600 0853 French polish litre 115.00601 0855 Wax polish (ready made) kg 250.00602 0863 Putty for wood work kg 45.00

PVC Sheets:603 2711L Polyvinyle chloride lamination sheet 1.1mm th. sqm 310.00604 2711 Polyvinyle chloride sheet 1.5mm thick sqm 340.00605 2712 Polyvinyle chloride sheet 2mm thick sqm 396.00606 3002 Polyvinyle cholride sheet 400 micron thk. sqm 80.00

PVC Shutters:607 0723A PVC door shutter with PVC frames - 32 mm thick sqm 2070.00608 0723C PVC door shutter with PVC frames - 25 mm thick sqm 1380.00609 0723B PVC door shutter - 32 mm thick sqm 1350.00610 0723D PVC door shutter - 25 mm thick sqm 1050.00

Rolling shutters and its parts:611 0973 Rolling shutters made of 80x1.25mm machine sqm 1950.00

rolled laths612 7044 Rolling shutters of 80x0.90 mm laths sqm 1600.00613 7045 Rolling shutters of 80x1.20 mm laths sqm 1800.00614 0974 Top cover for rolling shutters 1.25 mm thick metre 440.00615 7046 Top cover of rolling shutters 0.90 mm thick metre 330.00616 7047 Top cover of rolling shutters 1.20 mm thick metre 390.00617 0975 27.5cm long wire spring grade No.2 for each 380.00

rolling shutters618 0976 Ball bearing for rolling shutters each 250.00619 7068 Extra for providing grilled rolling shutters sqm 150.00

with 8 mm dia. M.S.

Karaikal Page 23


Extra for mechanic devices chain and crankedoperation for operating rolling shutters:

620 0977 Exceeding 10.00 sqm and upto 16.80 sqm area of door sqm 300.00621 0978 Exceeding 16.80 sqm area of door sqm 350.00

Rubber sheet622 2736 Rubber sheet 3.2mm thick sqm 220.00623 7390 Neoprin/EPDM rubber gasket metre 25.00

Sand:624 0982 Coarse sand (zone III) sand for filling cum 630.00625 0983 Fine sand (zone IV) sand for mortar cum 660.00

626 0999 Shellac kg 210.00627 1000 Spirit litre 28.00628 1001 Spunyarn kg 65.00

Steel doors and windows:629 4006 Pressed steel door frames (mild steel sheet metre 160.00

1.25mm) profile 'A'630 4007 Pressed steel door frames (mild steel sheet metre 175.00

1.25mm) profile 'B'631 4008 Pressed steel door frames (mild steel sheet metre 200.00

1.25mm) profile 'C'632 4014 Ready made steel door with necessary hinges, lugs sqm 1560.00

and glazing clips excluding other fittings & their fixing633 4015 Readymade steel window (fixed) with lugs, and sqm 740.00

glazing clips excluding other fitting and their fixing634 4016 Readymade steel window (side hung) with lugs, sqm 1200.00

hinges and glazing clips excluding other fittingand their fixing

635 4017 Readymade steel window (top hung) with lugs, sqm 1200.00hinges and glazing clips excluding other fittingand their fixing

636 4018 Readymade steel ventilator (central hung) with sqm 1200.00pivots, lugs, glazing clips excluding otherfitting and their fixing

Steel:637 1014 Mild steel barbed wire qtl DEL638 1015 Mild steel expanded metal 20 x 60 mm sqm 262.00

Karaikal Page 24


639 1034 Bolts and nuts upto 300mm in length qtl 5500.00640 1035 Bolts and nuts above 300mm in length qtl 5000.00641 1013 M.S. steel sheet for tanks kg 36.00642 1038A Expanded metal mesh 20mmx60mm - 1.6mm thick sqm 120.00643 1008 Flats upto 10mm in thickness kg 36.00644 1009 Flats exceeding 10mm thickness kg 37.00645 1002 M.S. round bars 12mm dia and below kg 34.50646 1003 M.S. round bars above 12mm dia kg 34.50647 1004 Mild steel round bars for reinforcement kg 34.50648 1005A Steel-TMT (TISCON / VIZAG / IISCO/SAIL) kg 38.50

1005B Steel-TMT (ISI brand approved make) kg 34.50649 1006 M.S. square bars kg 45.00650 1007 Structurals such as tees, angles, channels kg 36.00

and R.S. joists651 1007A Structurals such as tees, angles, channels kg 37.00

above 75mm depth652 1010 M.S. plates kg 44.00653 1016 20x6mm mild steel clamps 15 cm long each 19.00

(for securing chicks)654 1017 M.S. ring 40mm dia 6mm round bar each 8.00655 1019 M.S. Hooks each 5.00656 1020 M.S. rivets qtl 4200.00657 1021 Hard drawn steel wire fabric sqm 330.00658 7013 Ceiling angle kg 39.00659 1025 Mild steel bolts 6 mm dia and 25mm long ten 15.00

with hexagonal head660 1226 Pull bolt (locking bold) with screws complete each 50.00661 4009 M.S. tubes hot finished welded type kg 55.00662 4010 M.S. tubes hot finished seamless type kg 60.00663 4011 M.S. tubes electric resistant or induction butt welded kg 65.00664 1221 20 mm dia holding down bolts qtl 4000.00665 1222 M.S. sheets with bolts&nuts to rest on pintels each 180.00666 1225 M.S flat strap fitting qtl 4200.00

667 7395 6mm dia. M.S. adjustable hangers including clips each 55.00(upto 1.2 m length)

668 7319 Wall form panel 1250x500 mm each 1820.00669 7320 Tie bolt 12mm dia 100mm length each 67.00670 7321 Tie bolt 12mm dia 150mm length each 71.00671 7322 Tie bolt 20mm dia 150mm length each 133.00672 7323 Tie bolt 20mm dia 225mm length each 168.00673 7324 Spring coil 12mm each 20.00

Karaikal Page 25


674 7325 Plastic cone 12mm dia each 25.00675 7326 Corner angle 45x45x5 mm 1.50 m long each 645.00676 7327 100 mm channel shoulder 2.5 m long each 2450.00677 7328 Double clip (bridge clip) each 168.00678 7329 Single clip each 150.00679 7330 M.S. tube 40mm dia. metre 260.00680 7331 Wall form panel 1250x450mm each 1750.00681 7332 Corner angle 45x45x5m 2.50m long each 630.00682 7333 Corner clamp 450x1070m each 2800.00683 7334 Prop 2m (2-3.5m) each 2100.00684 7335 Binding wire kg 55.00685 7342 Adjustable span ESO+SI(2.35-3.40) each 3250.00686 7343 Adjustable telescopic prop 3 m (2.02 - 3.75m) each 2200.00687 7344 Beam clamp 300-380mm (450-1070 mm) each 850.00688 7345 Prop 4 m each 2100.00689 7346 Double coupler each 80.00690 7347 Cadmium plated full threaded steel screws cent 40.00691 7388 Dash hold fastener 12.5 mm dia, 40 mm long each 60.00

with 6 mm dia bolt

Stones and stone tiles:692 1203H Rough stone for R.R.work cum 850.00693 1203C Rough stone for revetment cum 849.00694 1203D Jetty stone / Armour stone / Core stone MT 701.00695 1203E Bond stone cent 985.00696 1163 White sand stone slab 75mm(un-polished) sqm 300.00697 1165 White sand stone slab 40mm thick sqm 250.00698 1168 Kota stone slab 20 mm to 25 mm thick (semi polished) sqm 350.00699 1168A Kota stone slab 20 mm to 25 mm thick (semi polished) sqm 400.00

5' & above 5'701 7013A Both side polished cuddapha slab sqm 200.00702 1154 Through and bond stone cent 875.00703 1157 Stone for masonry work cum 750.00704 1158 Stone for pitching 15 cm x 22.5 cm cum 750.00705 7461A Thanthoori stone - 25mm thick sqm 250.00

Tiles706 1201 Precast terrazo tiles 20 mm thick (light shade) sqm 248.00707 1202 Precast terrazo tiles 20 mm thick (medium shade) sqm 193.00708 1203 Precast terrazo tiles 20 mm thick (dark shade) sqm 182.00709 7236 Precast chequered cement tiles 22 mm thick sqm 297.00

dark shade using ordinary cement

Karaikal Page 26


710 7237 Precast chequered cement tiles 22 mm thick sqm 385.00medium shade using 50% white cement and 50% grey

711 1227 Chequered terrazo tiles 22 mm thick (light shade) sqm 264.00712 1228 Chequered terrazo tiles 22mm thick (medium shade) sqm 215.00713 1229 Chequered terrazo tiles 22mm thick (dark shade) sqm 187.00714 2701 Chequered terrazo tiles 30 mm thick (light shade) sqm 275.00715 2702 Chequered terrazo tiles 30 mm thick (medium shade) sqm 220.00716 2703 Chequered terrazo tiles 30 mm thick (dark shade) sqm 198.00717 7072 Single fired Ceramic tiles 8 mm thick with ten 121.00

matt finish - 150 x 150 mm size718 1257A Thermocole ceiling tiles - 19mm thick sqm 176.00719 2806 White glazed tiles 152x152mm / 100x100 mm / 200x300 mm sqm 363.00

200x100 mm size 5 mm thick (Johnson / Somany)720 7185 Colour glazed tiles 152x152mm / 100x100 mm / 200 x 300 mm sqm 363.00

200x100 mm size 5 mm thick (Johnson / Somany)721 7186 Factory printed glazed tiles 5 mm thick (Johnson / Somany) sqm 363.00722 7076 White/ off white glazed screen printed tiles ten 110.00

of minimum thickness 5 mm - 150 x 150 mm size (Johnson /Somany)723 2717 Polyvinyle chloride tiles 1.5 mm thick sqm 297.00724 2717A Sun control film sqm 242.00725 2718 Polyvinyle chloride tiles 2mm thick sqm 319.00726 1203B 25mm thick c.c.flooring tiles - (Ultra/Endura) sqm 424.00727 2750 8mm thick granite stone (mirror polished) sqm 550.00728 2751 8 mm thick marble tiles (polished) Raj Nagar sqm 330.00

729 2752 18 to 20 mm (average) thick Doongri - Adanga sqm 400.00marble tiles (polished)

730 2753 Not less than 5.5mm thick ceramic tiles of all shades 330x330mm sqm 330.00200x200mm/200x100mm(as per manufacture'sspecification)

731 2753-F 10mm thick fully vitrified tiles 60cmx60cm (Johnson/Regency/Naveen) sqm 891.00

732 2753-G 10mm thick fully vitrified tiles 60cmx60cm (bell make) sqm 1067.00

733 2753-H 8mm thick fully vitrified tiles 45cmx45sqm (johnson/regency/naveen) sqm 594.00

734 2753-I 8mm thick fully rectified tiles 40.5x40,5cm (johnson/regency/naveen) sqm 407.00

735 2753-J 6mm thick ceramic tiles 30x30cm(johnson/regency/naveen) sqm 275.00

736 7070 Chequerred precast cement concrete tiles 22 mm sqm 418.00

Karaikal Page 27


thick using marble chips of size 6 mm light shade using white cem

737 7077 Acid and alkali resistant tiles size 300x300 mm size10 mm thick sqm 407.00

738 1182 Surkhi cum 110.00

Timber:739 0300 Casurina posts 80mm dia metre 30.00740 0301 Casurina posts 100mm dia metre 40.00741 0302 Casurina posts 125mm dia metre 45.00742 0302A Casurina posts 100mm dia to 130mm dia (Average rate) metre 43.00743 0302B Casurina posts 150mm dia metre 75.00

1189N Teak wood in scantling (Nigiria) cum DEL1190N Teak wood in planks (Nigiria) cum DEL

744 1189B Teak wood in scantling (Burma) cum 138500.00745 1190B Teak wood in planks (Burma) cum 166200.00746 1189C Teak wood in scantling (Malabar) cum DEL747 1190C Teak wood in planks (Malabar) cum DEL

1197K Country wood in scantling (Kongu) cum DEL1197V Country wood in scantling (Vengai) cum DEL1198K Country wood in planks (Kongu) cum DEL1198V Country wood in planks (Vengai) cum DEL

748 1197P Country wood in scantling (Padak) cum 54280.00749 1198P Country wood in planks (Padak) cum 65136.00750 2403 Mango wood in scantling cum 15000.00751 2404 Mango wood in planks cum 18000.00752 1230K Extra for selected planks of kongu wood cum DEL753 1230T Extra for selected planks of sup.teak wood cum 3000.00

PANELS:754 2412 Ply wood 5 ply with commercial ply on both faces 6 mm thick sqm 236.00755 2473 Ply wood 3 ply with teak ply one face and commercial ply on ano sqm 286.00756 0721A 35mm-Factory made panel door & 12mm thk.panel sqm 1800.00757 0722A 30mm-Factory made panel door & 9mm thk.panel sqm 1400.00758 8014A 12mm thick novapon sqm 450.00

Plywood :759 0758 Commercial Ply Wood - 4 mm thick sqm 220.00760 0759 Decorative Ply Wood - 4 mm thick sqm 510.00

Varnishes:

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761 0856 Ordinary varnish litre 120.00762 0857 Superior copal varnish litre 145.00763 0858 Superior spar varnish litre 150.00764 8617 Velvet cloth sqm 175.00

Water proofing materials:765 1213 Water proofing materials kg 30.00766 8620 Water level indicator - Mechanical each 6000.00767 8621 Electronic water level indicator each 35000.00

WASHERS:768 1207 G.I.limpet washer cent 27.50769 1208 Bitumen washer cent 22.00770 1209 G.I.plain washer thick cent 33.00771 1210 G.I plain washer thin cent 27.50

WELDING:772 1214 By gas plant metre 77.00773 1215 By electric plant metre 60.50774 1220 Wire mesh (rabbit) sqm 60.50775 1216 Whiting qtl 605.00776 7015 Soffit cleat each 5.50777 7017 Joint finisher kg 40.70778 7019 Dash fastner each 11.00

0.4 MATERIALS FOR SERVICES779 1301 Bleaching powder qtl 3025.00

Board Draining:780 1302 600x450x25mm thick teak wood with skirting and beading each 385.00781 1303 750x450x25mm thick teak wood with skirting and beading each 440.00

Bolts and Nuts:782 1956 16mm dia. 60mm long each 38.50783 1957 16mm dia. 65mm long each 41.80784 1958 20mm dia. 65mm long each 71.50785 1959 20mm dia. 70mm long each 73.70786 1960 20mm dia. 75mm long each 77.00787 1961 20mm dia. 80mm long each 78.10788 1962 24mm dia. 85mm long each 82.50789 1963 24mm dia. 90mm long each 132.00790 1964 27mm dia. 100mm long each 137.50

Box (Surface):

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791 1304 For stop cock each 60.50792 1305 For sluice valve each 121.00793 1306 For fire hydrant each 275.00794 1307 For water metre each 209.00

Bracket- C.I:795 1308 For flushing cistern pair 44.00796 1309 For wash basin and sinks pair 55.00797 3750 Brass fisher Union 32 mm each 60.50798 3744 Brass fisher Union 40 mm each 60.50

Chain:799 1314 C.P. brass chain with 32mm dia rubber plug each 27.50800 1315 C.P. brass chain with 40mm dia rubber plug each 33.00

801 1159A Charcoal powder kg 27.50802 1159B Black pigment kg 44.00

33.00Cistern:Controlled low level flushing cistern with fitting - highdensity polythylene / poly propolyne:

802 7358 P.V.C. 10 lts capacity (low level) (white) each 690.00(with fittings, accessories and flush pipe)

803 7359 P.V.C automatic flushing cistern 5 lit capacity each 525.00804 7360 P.V.C. automatic flushing cistern 7.5 lts capacity each 710.00805 7361 P.V.C automatic flushing cistern 10 lit capacity each 890.00806 7362 P.V.C. automatic flushing cistern 15 lts capacity each 1100.00

Controled low level flushing cistern withfittings - High density polythyene/poly propylene

807 7122 10 lit. (full flush) capacity - white each 650.00808 7123 10 lit. (full flush) capacity - coloured each 850.00809 7124 8 lit. (full flush) capacity - white each 700.00810 7125 8 lit. (full flush) capacity - coloured each 1250.00

Controlled low level flushing cistern withall fittings - Vitreous China (Parryware / Hindware)

811 7126 10 litre (full flush) capacity white each 5000.00812 7127 10 litre (full flush) capacity coloured each 7000.00

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813 7106 Coloured low level flushing cistern 10 litres each 6000.00(Vitreous china)

814 7005 10 litres without fitting (vitreous china) each 4500.00815 7006 10 litres with fittings (vitreous china) each 6500.00

High level Automatic C.I. flushing cistern:816 1325 5 litres with fittings each Del817 1326 10 litres with fittings each Del818 1327 15 litres with fittings each Del

Clamps:M.S. Standard holder bat clamps for sand cast iron or cast iron pipes

819 0886 For 150mm dia. pipe each 27.50820 1331 For 100mm dia. pipe each 16.50821 0888 For 80mm dia. pipe each 11.00822 1332 For 75mm dia. pipe each 8.80823 1333 For 50mm dia..pipe each 7.70824 1329 For 32mm dia..pipe each 7.70825 1334 Clamps and M.S. stays including bolts and nuts for 50mm Pipe each 16.50826 1335 Clamps and M.S. stays including bolts and nuts for 75mm Pipe each 16.50827 1330 Clamps and M.S. stays including bolts and nuts for 100mm pipe each 16.50

Clearing eye with chain and lid828 1336 100mm dia each 29.70829 1337 150mm dia each 33.00

Cocks:Brass bib cocks:

830 1339 15mm dia. each 132.00831 1340 20mm dia. each 165.00832 1341 25mm dia. each 247.50

C.P Brass bib cocks:833 7257 15mm dia. each 165.00834 7258 15mm long nose each 231.00835 7259 15mm long body each 275.00

Brass stop cock:836 1342 15mm dia. each 121.00837 1343 20mm dia. each 181.50

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838 1344 25mm dia. each 203.50839 1345 32mm dia. each 247.50840 1346 40mm dia. each 302.50841 1347 50mm dia. each 330.00

C.P brass stop cock842 7260 15 mm dia. each 247.50

843 1350 Coupling (Mosquito proof) of approved design each 33.00

Covers - C.I:H.D 560 mm dia.

844 3860 With frame each 2530.00845 3861 Without frame each 1375.00

M.D 500 mm dia.846 1356 With frame each 1265.00847 1357 Without frame each 935.00

L.D Square:

848 1352 Without frame 300x300mm light duty each 225.00849 1353 With frame 300x300mm inside cover of 4.50 Kg. each 247.50

L.D Rectangular850 1354 With frame 455x610mm light duty each 960.00851 1355 Without frame 455x610mm light duty each 390.00852 7130 Precast RCC manhole cover-LD 25 rect.-600x450mm each 690.00853 7131 Precast RCC manhole cover-LD 25 sq.-350x350mm each 600.00854 7132 Precast RCC manhole cover-LD 25 circular- 450mm each 540.00855 7133 Precast RCC manhole cover-MD 10 rect.-500x500mm each 660.00856 7134 Precast RCC manhole cover-MD 10 circular- 500mm each 660.00857 7135 Precast RCC manhole cover-HD 20 circular- 560mm each 936.00858 7136 Precast RCC manhole cover with frame EHD 35 each 2300.00

Circular shape 560mm dia

Ferrule Brass, C.I Mouth :859 1360 15 mm dia each 108.00860 1361 20 mm dia each 165.00861 1362 25 mm dia each 165.00

Dirt box

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862 7422 Dirt box srainer 80 mm each 2255.00863 7423 Dirt box srainer 100 mm each 3399.00864 7424 Dirt box srainer 150 mm each 4565.00865 7425 Dirt box srainer 200 mm each 6160.00

Draining board866 7364 White glazed fire clay draining board each 468.00

600x450x25 mm867 7365 Raj Nagar Marble stone draining board each 385.00

600x450x25 mm

Foot rests:868 1970 Vitreous china 250x125x25mm pair 77.00869 1363 Vitreous china 250x130x30mm pair 72.00

Grating - C.I:870 1364 100x100mm each 14.00871 1365 125x125mm each 17.00872 1366 150x150mm each 20.00873 1367 180x180mm each 23.00874 1368 Grating (Gully) C.I. with frame 500x450mm each 484.00875 1369 Grating (S.C.I) for gully or Nahni each 11.00

Precast R.C.C grating with frame876 7380 500x450mm horizontal grating each 688.00877 7381 450x100mm vertical grating each 358.00

878 7108 Stainless steel grating 75 mm dia. each 19.80879 7109 Stainless steel grating 100 mm dia. each 22.00

880 1371 Hydrant (FIRE) each 1600.00

881 1693 Hand pump each 784.00

Insertion of rubber for pipe joints:882 1372 50mm dia pipe joints each 16.00883 1373 80mm dia pipe joints each 18.00884 1374 100mm dia pipe joints each 18.00885 1375 125mm dia pipe joints each 20.00886 1376 150mm dia pipe joints each 22.00887 1377 200mm dia pipe joints each 37.00888 1378 250mm dia pipe joints each 47.00

Karaikal Page 33


889 1379 300mm dia pipe joints each 77.00890 1380 350mm dia pipe joints each 80.00891 1381 400mm dia pipe joints each 90.00892 1382 450mm dia pipe joints each 110.00893 1383 500mm dia pipe joints each 140.00894 1384 600mm dia pipe joints each 160.00

JaliPlastic moulded jali of required colour andshade for floor/nahani trap:

895 7110 Circular type (100 mm dia.) each 44.00896 7111 Rectangular with openable circular lid each 49.50

Mirror with white plastic moulded frame897 7112 Circular shape 450 mm dia. each 300.00898 7113 Rectangular shape 453 x 357 mm each 325.00899 7114 Oval shape 450 x 350 mm (outer dimensions) each 375.00900 7115 Rectangular shape 1500 x 450 mm each 800.00901 1392 Mirror of superior make glass-60x45cm each 420.00902 1393 Single Matting each 20.00903 1396 Pedestal for wash basin (Vitreous china)(Parryware/Hindware) each 840.00

904 1397 Pig lead (Australian lead of 99.97% purity) kg 140.00

PileTestsVertical routine test of piles in accordance withIS: 2911 (Part-IV including installatio of loadingplatform and preparation of pile head orconstruction of test cap and dismantling of testcap after test etc. complete as per specification& direction of Engineer-in-charge

905 7435B All Capacity pile Per MT 650.00PIPES:CAST IRON PIPES AND SPECIALS:

906 1461 Centrifugally cast (spun) iron S&S pipes(class LA) qtl 4484.00907 1464 S&S.C.I std.specials upto 300mm dia (Heavy Class) qtl 4484.00908 1465 S&S C.I non-std. specials upto 300mm dia. qtl 4602.00

(Heavy Class)

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909 1466 S&S.C.I std.specials over 300mm dia.(Heavy Class) qtl 4720.00910 1467 S&S C.I non-std. specials over 300mm dia. qtl 4838.00

(Heavy Class)

911 1468 Flanged C.I std. specials upto 300mm dia. qtl 4838.00(Heavy Class)

912 1469 Flanged C.I non-std spls upto 300mm dia. qtl 5015.00(Heavy Class)

913 1470 Flanged C.I std. specials over 300mm dia. qtl 5192.00(Heavy Class)

914 1471 Flanged C.I non-std.specials over 300mm dia. qtl 5369.00(Heavy Class)

915 1472 Casing pipe 100 mm dia metre 413.00916 0938 C.I. Plain bend-75mm each 177.00917 0939 C.I.Plain bend-100mm each 236.00918 0940 C.I.Plain bend -150mm each 295.00919 0941 CI flat head/corner type bend-75mm each 177.00920 0944 C.I.Plain shoe-75mm dia each 177.00921 0945 C.I. Plain shoe-100mm dia each 236.00922 0946 C.I.Plain shoe-150mm dia each 295.00

Flush PipeFlush pipe with union spreaders and clampsall in C.P Brass for:

923 1532 Single stall each 230.00924 1533 Double stall each 400.00925 1534 Range of three stall each 475.00926 1535 Range of four stall each 550.00

Flush pipe and spreaders G.I. for singlelipped urinal:

927 1536 single lipped urinal each 230.00928 1537 Range of two lipped urinals each 400.00929 1538 Range of three lipped urinals each 480.00930 1539 Range of four lipped urinals each 750.00

Flush pipe (G.I) and spreaders for squattingplate urinal:

931 1540 Single set of one plate each 270.00932 1544 Galvanised iron telescopic flush pipe with each 290.00

brass union (32mm) diaG.I PIPES AND FITTINGS:

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G.I Pipes (Class - B):933 1545 15mm dia metre 100.00934 1546 20mm dia metre 125.00935 1547 25mm dia metre 150.00936 1548 32mm dia metre 180.00937 1549 40mm dia metre 225.00938 1550 50mm dia metre 350.00939 1551 65mm dia metre 500.00940 1552 80mm dia metre 689.00941 7356 100mm dia metre 950.00942 7357 150mm dia metre 1100.00943 7357A 125mm dia metre 1300.00

G.I. Back (jam) nuts:944 1555 25mm dia each 18.50945 1559 65mm dia each 35.75

946 7397 G.I. check nut 125mm each 53.00

G.I tee (equal):947 1606 15mm dia. each 25.00948 1607 20mm dia. each 32.00949 1608 25mm dia. each 40.00950 1609 32mm dia. each 45.00951 1610 40mm dia. each 85.00952 1611 50mm dia. each 100.00953 1612 65mm dia. each 175.00954 7383 100mm dia each 400.00955 7384 150mm dia. each 1200.00956 1612A 80mm dia each 250.00

G.I unions:957 1641 15mm nominal bore each 50.00958 1642 20mm nominal bore each 60.00959 1643 25mm nominal bore each 75.00960 1644 32mm nominal bore each 90.00961 1645 40mm nominal bore each 125.00962 1646 50mm nominal bore each 160.00963 1647 65mm nominal bore each 200.00964 1648 80mm nominal bore each 250.00965 7398 100mm nominal bore each 350.00966 7399 150mm nominal bore each 850.00

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SAND CAST IRON SOIL, WASTE AND VENTPIPES AND FITTINGS:

967 1966 S.C.I. Pipe 100mm metre 230.00968 1967 S.C.I. Pipe 150mm metre 368.00

Single socketed pipe 1.8m. long:969 1615 50mm dia pipe each 235.75970 1616 75mm dia pipe each 356.50971 1617 100mm dia pipe each 414.00972 1618 150mm dia pipe each 678.50

Bends:Plain (without access door):

973 1619 50mm dia each 59.80974 1620 75mm dia each 69.00975 1621 100mm dia each 92.00976 1622 150mm dia each 241.50

with access door:977 1623 50mm dia each 74.75978 1624 75mm dia each 97.75979 1625 100mm dia each 115.00

Single equal junctions:Plain (without access door):

980 1626 50x50x50mm dia each 86.25981 1627 75x75x75mm dia each 103.50982 1628 100x100x100mm dia each 161.00

with access door:983 1629 50x50x50mm dia each 92.00984 1630 75x75x75mm dia each 132.25985 1631 100x100x100mm dia each 172.50

Double equal junctions:Plain (without access door)

986 1632 50x50x50x50mm dia each 126.50987 1633 75x75x75x75mm dia each 166.75988 1634 100x100x100x100mm dia each 218.50

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With access door989 1635 50x50x50x50mm dia each 161.00990 1636 75x75x75x75mm dia each 189.75991 1637 100x100x100x100mm dia each 247.25

slotted cowl (terminal guard):992 1638 50mm dia each 51.75993 1639 75mm dia each 74.75994 1640 100mm dia each 92.00

SAND CAST IRON S&S:Single unequal junctions:Plain (Without access door)

995 1653 100x100x75mm dia each 155.25996 1654 100x100x50mm dia each 155.25997 1655 75x75x50mm dia each 115.00

with access door998 1656 100x100x75mm dia each 195.50999 1657 100x100x50mm dia each 184.001000 1658 75x75x50mm dia each 138.00

Double unequal junctions:Plain (Without access door)

1001 1659 100x100x75x75mm dia each 155.251002 1660 100x100x50x50mm dia each 155.251003 1661 75x75x50x50mm dia each 126.50

With access door1004 1662 100x100x75x75mm dia each 218.501005 1663 100x100x50x50mm dia each 195.501006 1664 75x75x50x50mm dia each 161.00

Heal rest bend:1007 1665 50mm dia each 75.901008 1666 75mm dia each 94.301009 1667 100mm dia each 115.00

Single equal invert branch of required degree1010 1668 50x50x50mm dia each 103.501011 1669 75x75x75mm dia each 132.25

Karaikal Page 38


1012 1670 100x100x100mm dia each 184.00

Double equal invert branch of required degree1013 1671 50X50X50X50mm dia each 138.001014 1672 75x75x75x75mm dia each 163.301015 1673 100x100x100x100mm dia each 212.75

Single unequal invert branch of req. degree1016 1674 100X100X75mm dia each 161.001017 1675 100x100x50mm dia each 158.701018 1676 75x75x50mm dia each 115.00

Double unequal invert branch of req. degree

1019 1677 100X100X75X75mm dia each 235.75

1020 1678 100x100x50x50mm dia each 235.751021 1679 75x75x50x50mm dia each 201.25

Sand cast iron door pieces

1022 1681 50mm dia each 92.00

1023 1682 75mm dia each 115.001024 1683 100mm dia each 143.75

Collar1025 1684 50mm dia each 40.251026 1685 75mm dia each 51.751027 1686 100mm dia each 57.50

UPVC Connection pipe with brass union30cm length:

1028 1687 15mm dia each 46.001029 1688 20mm dia each 57.50

45cm length:1030 1689 15mm dia each 74.751031 1690 20mm dia each 86.25

TEE [S.C.I]1032 1691 100mm dia each 115.001033 1692 150mm dia each 166.75

PVC waste pipe for sink and wash basin including

Karaikal Page 39


PVC waste fittingsSemi Rigid pipes with fittings

1034 7117 32 mm dia. with length not less than 700 mm each 13.801035 7118 40 mm dia. with length not less than 700 mm each 17.25

Flexible pipe (Coil shaped) with fittings1036 7119 32 mm dia. with length not less than 700 mm each 17.251037 7120 40 mm dia. with length not less than 700 mm each 17.25

RCC Pipes and collarsNP2 Class pipe

1038 1700 100mm dia metre 130.001039 1701 150mm dia metre 145.001040 1702 250mm dia metre 175.001041 1703 300mm dia metre 520.001042 1704 450mm dia metre 750.001043 1705 500mm dia metre 850.001044 1706 600mm dia metre 920.001045 1710 900mm dia metre 1800.00

NP2 Class collars1046 1714 100mm dia each 40.001047 1715 150mm dia each 95.001048 1716 250mm dia each 130.001049 1717 300mm dia each 200.001050 1718 450mm dia each 250.001051 1719 500mm dia each 285.001052 1720 600mm dia each 320.001053 1724 900mm dia each 440.00

Stone ware pipes grade A (60cm long):1054 1854 100mm dia each 42.001055 1855 150mm dia each 71.001056 1856 200mm dia each 152.001057 1857 230mm dia each 180.001058 1858 250mm dia each 227.001059 1859 300mm dia each 332.001060 3803 375mm dia each 435.001061 3804 400mm dia each 550.001062 1861 450mm dia each 650.00

Karaikal Page 40


PVC Pipes:(Finolex / Jain)1063 1549A 40mm dia. (4Kg/Sqcm) metre 28.001064 1615A 50mm dia. (4Kg/Sqcm) metre 33.001065 1615B 63mm dia. (4Kg/Sqcm) metre 50.001066 1616A 75mm dia. (4Kg/Sqcm) metre 75.001067 1616B 90mm dia. (4Kg/Sqcm) metre 108.001068 1617A 110mm dia. (4Kg/Sqcm) metre 150.001069 1618A 140mm dia. (4 Kg/sqcm) metre 240.001070 8007A 50mm dia. (6Kg/Sqcm) metre 45.001071 8007B 63mm dia. (6Kg/Sqcm) metre 78.001072 8007 75mm dia. (6Kg/Sqcm) metre 100.001073 8007C 90mm dia. (6Kg/Sqcm) metre 150.001074 1617B 110mm dia. (6Kg/Sqcm) metre 222.001075 1618B 140mm dia. (6 Kg/sqcm) metre 350.001076 1619E 20mm dia (15kg/sqcm) metre 25.001077 1619F 25mm dia (15Kg/sqcm) metre 38.001078 1619G 40mm dia. (15Kg/Sqcm) metre 57.60

PVC fittings:(Finolex / Jain)1079 0929A PVC shoe - 75mm dia. each 40.251080 0930A PVC shoe - 110mm dia. each 80.501081 0930B PVC shoe - 140mm dia. each 97.751082 1621C PVC tee - 50mm dia. each 29.901083 8008 PVC tee - 75mm dia. each 97.751084 8005 PVC tee - 110mm dia. each 126.501085 1360A PVC saddle set 160x20mm each 138.001086 1360B PVC saddle set 110x20mm each 86.251087 8010 PVC clamp 75mm dia. each 13.801088 8006 PVC clamp 110mm dia. each 17.251089 8009 PVC door bend 75mm dia. each 51.751090 1621D PVC door bend 140mm dia. each 115.001091 1619A PVC 50mm plain bend without access door each 34.501092 1620A PVC 75mm plain bend without access door each 36.801093 1621A PVC 110mm plain bend without access door each 89.701094 1623A PVC 50mm plain bend with access door each 40.251095 1624A PVC 75mm plain bend with access door each 48.301096 1625A PVC 110mm plain bend with access door each 92.001097 1665A PVC 50mm heel rest bend each 26.451098 1666A PVC 75mm heel rest bend each 36.801099 1667A PVC 110mm heel rest bend each 59.801100 1897A PVC trap 110mm inlet and 110mm outlet each 120.75

Karaikal Page 41


1101 1898A PVC trap 110mm inlet and 75mm outlet each 92.001102 1899A PVC trap 110mm inlet and 50mm outlet each 74.751103 1626A PVC single equal plain jun. w/o door 50x50x50 mm each 38.531104 1627A PVC single equal plain jun 75x75x75mm each 92.001105 1684A PVC reducing socket 75x50mm each 26.451106 1685A PVC reducing socket 110x50mm each 60.031107 1686A PVC reducing socket 110x75mm each 64.981108 1628A PVC sing.eq.pl.jn.without door 110x110x110mm each 143.751109 1629A PVC sing.eq.pl.jn.with door 50x50x50mm each 51.751110 1630A PVC sing.eq.pl.jn.with door 75x75x75mm each 60.951111 1631A PVC sing.eq.pl.jn.with door 110x110x110mm each 97.751112 1631B PVC sing.eq.pl.jn.with door 140x140x140mm each 172.501113 1637A PVC dou.eq.pl.jn.with door 150x150x150x150mm each 269.101114 1637B PVC dou.eq.pl.jn.with door 110x110x110x110mm each 166.751115 1638A PVC terminal guard (vent cowl)- 50mm each 14.951116 1639A PVC terminal guard (vent cowl)- 75mm each 22.481117 1640A PVC terminal guard (vent cowl)- 110mm each 25.301118 1640B PVC terminal guard (vent cowl)- 140mm each 39.101119 7192 UPVC Coupler-75mm dia each 40.251120 7193 UPVC coupler for UPVC Drainage pipes 110mm each 60.951121 7194 UPVC pushfit coupler-75mm dia each 41.401122 7195 UPVC pusufit coupler (single) 110mm each 73.601123 7196 UPVC single equal tee 75x75x75mm each 66.701124 7197 UPVC single equal tee without door 110mm each 126.501125 7198 UPVC single equal tee without door 75x75x75mm each 80.501126 7199 UPVC single equal tee with door 110mm each 143.751127 7188 UPVC single socketed pipe 75 mm dia (4kg/sqcm) metre 89.701128 7189 UPVC single socketed pipe 110 mm dia (4kg/sqcm) metre 169.051129 7208 UPVC bend 87.5 degree 75mm each 55.201130 7209 UPVC bend 87.5 degree 110 mm each 90.851131 7212 UPVC plain shoe bend 75mm each 115.001132 7213 UPVC plain shoe 110 mm bend each 218.501133 7214 UPVC pipe clip bend 75mm each 12.651134 7215 UPVC pipe clip 110 mm bend each 33.35

UPVC Casing pipe & accessories for borewell works:1135 B001 150mm dia plain pipe metre 560.001136 B002 200mm dia plain pipe metre 1175.001137 B003 150mm dia slotted pipe metre 700.001138 B004 200mm dia slotted pipe metre 1250.001139 B005 M.S. centering guide 150mm metre 100.001140 B006 M.S. centering guide 200mm metre 150.00

Karaikal Page 42


1141 B007 M.S. Endcap 200mm each 850.001142 B008 UPVC cone 150mm each 370.001143 B009 UPVC cone 200mm each 570.001144 B011 Pebbles cum 1800.001145 1631S S.W. plain junction 100x100x100mm each 150.00

G.I flush pipe and C.P brass Spreader includingC.P Connection pipe

1146 7375 Single lipped urinal each 230.001147 7376 Range of two lipped urinals each 400.001148 7377 Range of three lipped urinals each 480.001149 7378 Range of four lipped urinals each 750.001150 7379 White vitreous china clay half stall urinal flat each 1100.00

back 580x380x350 mm or angle back 450x375x350 mmwith waste fittings as per IS : 2556

1151 1969 Rubber plug each 6.001152 7190 Rubber (Seal) Ring 75 mm dia. metre 15.001153 7191 Rubber (Seal) Ring 110 mm dia. metre 8.00

Sinks:1154 1863 Kitchen sink(fire clay)-600x450x250mm each 1400.001155 1871 White vitreous china Lab.sink-450x300x150mm each 1000.001156 1872 White vitreous china Lab.sink-600x450x200mm each 1650.00

Stainless steel kitchen sink - with drain board1157 7098 510 x 1040 bowl depth 178 mm 1mm thick each 2040.001158 7099 400 x 915 bowl depth 160 mm 1mm thick each 1320.001159 7100 500 x 1000 bowl depth 178 mm 1mm thick each 1920.00

Stainless steel kitchen sink - without drain board1160 7101 610 x 510 bowl depth 200 mm 1mm thick each 1320.001161 7102 535 x 460 bowl depth 178 mm 1mm thick each 1200.001162 7103 510 x 432 bowl depth 172 mm 1mm thick each 1080.00

Seats:1163 1875 White plastic seat (Solid) with lid,CPB hin., rub.buf each 250.00

1164 1876 Black plastic seat (Solid) with lid CPB hin., rub buf each 275.00

1165 3228 600x120 mm glass shelf with anodised al. angle each 72.00frame, C.P brass brackets and guard rail of std. Size

Karaikal Page 43


Shower rose (CP brass) for 15 to 20mm inlet:1166 1878 100mm dia each 500.001167 1879 150mm dia each 600.00

1168 1881 Spunyarn kg 35.001169 1882 Strainer brass 40mm dia 1.5m long each 390.00

TapC.P. Brass tap:

1170 1885 15 mm dia each 180.001171 1886 20 mm dia each 240.001172 7262 Basin mixer pillar tap 15mm each 900.001173 7363 15 mm tap with elbow opertion lever each 300.00

Tank:1174 1649 Polyethylene water storage tank with cover and per litre 4.65

suitable locking arrangement

Towel rails:1175 3224 750x20mm A.A. towel rail along with a pair each 135.00

of A.A. brackets1176 3225 600x20mm A.A. towel rail along with a pair each 115.00

of A.A. brackets1177 1888 Towel rail C.P.brass 600x20mm together with a pair each 115.00

of C.P.brass brackets to fit the size of towel rail

Toilet paper holder of standard size

1178 1889 C.P.Brass each 75.001179 3749 Vitreous China each 125.00

Traps:Trap(C.I) for standard urinal with vent armwith operating and other couplings in C.P.B

1180 1891 50mm dia each 150.001181 1892 65mm dia each 175.001182 1893 80mm dia each 200.00

Trap (CP brass):1183 1894 32mm dia each 100.001184 1895 40mm dia each 175.00

Sand cast iron trap:

Karaikal Page 44


1185 1896 With vent heel - 100mm dia each 150.001186 1897 With 100mm inlet and 100mm outlet - 100mm each 170.001187 1898 With 100mm inlet & 75mm outlet each 160.001188 1899 With 100mm inlet and 50mm outlet - 100mm each 120.00

S.W. Gully traps - P type:1189 1900 100x100mm each 48.001190 1901 125x100mm each 60.001191 1902 150x100mm each 70.001192 1903 180x100mm each 85.001193 1904 180x150mm each 105.00

Union (CP brass):1194 3604 32mm each 65.001195 3617 40mm each 85.00

Urinals1196 1913 Vitreous china lipped front urinal each 450.001197 1914 Fire clay stall urinal each 3000.001198 1915 Vitreous china squatting plate urinal each 850.00

Valves:1199 7415 Double acting air valve 50mm each 3000.001200 7416 Double acting air valve 80mm each 4000.001201 7417 Double acting air valve 100mm each 5000.001202 7261 C.P Brass angle valve 15 mm each 200.00

Ball valve H.P. with copper float:1203 1916 15mm each 225.001204 1917 20mm each 250.001205 1918 25mm each 350.00

H.P or L.P with Polyethene Floats:1206 1922 15mm dia each 150.001207 1923 20mm dia each 250.001208 1924 25mm dia each 275.00

Brass full way valve with C.I wheel(screwed end)


Karaikal Page 45



Gunmetal non return valve:Horizontal: (screwed end)

1217 1933 25mm dia each 300.001218 1934 32mm dia each 450.001219 1935 40mm dia each 600.001220 1936 50mm dia each 900.001221 1937 65mm dia each 1400.001222 1938 80mm dia each 2250.001223 7433 100mm dia each 3700.00

Vertical: (screwed end)1224 3080 25mm dia each 200.001225 3084 32mm dia each 300.001226 3088 40mm dia each 350.001227 3092 50mm dia each 600.001228 3096 65mm dia each 800.001229 3300 80mm dia each 1200.001230 7434 100mm dia each 1500.00

Sluice valve (with caps) C.I. class-I1231 1939 80mm dia each 2250.001232 1940 100mm dia each 2900.001233 1941 125mm dia each 3500.001234 1942 150mm dia each 4200.001235 1943 200mm dia each 6000.001236 1944 250mm dia each 8300.001237 1945 300mm dia each 10200.00

Wash Basins (Parryware / Hindware)Flat back wash basin(Vitreous China)

1238 1947 630x450mm each 1500.00

1239 3229 550x400mm each 620.001240 7004 450x300mm each 600.00

Angle back wash basin (Vitreous China):1241 1949 600x480mm each 1500.001242 1950 400x400mm each 750.001243 3213 Surgeon type wash basin (Vitreous China) of each 1000.00

Karaikal Page 46


size 660x460mm1244 1951 C.P brass waste 32mm each 60.001245 1952 C.P brass waste 40mm each 80.00

Water Closet (Parryware / Hindware)1246 1953 Vitreous China Indian type w.c pan size-580mm each 650.001247 1954 Vitreous China Orissa type w.c pan size-580mm each 800.001248 1955 Vitreous China pedestal type water closet each 850.001249 7104 Coloured Orissa pattern W.C pan 580 x 440 mm each 1200.001250 7105 Coloured Pedestal type W.C pan European type each 1200.001251 7107 Coloured (other than black) solid PVC plastic each 400.00

seat in European W.C. pan

Water meter1252 1555A Water meter (incl.testing)15mm(Actaris / GSV/ E&H) each 810.00

Water stops1253 7427 Serrated with central bulb (225 mm wide, 8-11mm tk.) metre 300.001254 7428 Dumb bell with central bulb metre 275.001255 7429 Kickers metre 500.00

MISCELLANEOUS ITEMS:1256 8619 Godrej Nav-tal lock - 65mm size each 350.001257 7492 Lightening arrester each 4000.001258 0993C Netlon mesh using 25mm anodised aluminium strip sqm 270.001259 7355 RCC vent shaft 9.10m long Std. design. each 4800.001260 8622 Empty HDPE Cement bags each 2.301261 7048 Rawl plug 50mm (Designation 10 no) each 11.001262 2488 Plywood 9ply with teak ply on both face 12mm sqm 800.001263 2489 Plywood 9ply with teak ply on one face 12mm sqm 650.001264 7306A Anodised aluminium grill kg 480.001265 7306B Anodised aluminium section kg 280.001266 7438 8mm thick- Granite brown sqm 600.001267 7439 8mm thick - Raj nagar white sqm 300.001268 7440 8mm thick-Banswara white sqm 300.001269 7550 Survey charges for tank site hectare 380.001270 7551 Survey charges for channel site Rmt 4.001271 7552 Weighing charges cum 6.001272 7553 M20 grade paver block 227x124x65mm each 10.001273 7554 Laying of precast paver block with Vibrator sqm 115.001274 7562 0.5 HP Suguna / Texmo / Sharp or other equivalent Mono Block P each 2585.001275 7563 1 HP Suguna / Texmo / Sharp or other equivalent Mono Block Pu each 3465.00

1276 7564 2 HP Suguna / Texmo / Sharp or other equivalent Mono Block Pu each 8580.00

Karaikal Page 47


1277 9999 Sundries LS 3.63

BASIC RATES FOR ROAD WORK

HIRE CHARGES OF PLANTS1 0300 H/C for Power road roller 8-10 T per hr. 325.002 0304 H/C for Hot mix plant 6-10 TPM per hr. 910.003 0305 H/C for Heat master oil fed 1500 lit per hr. 200.004 0306 H/C for Tipper 5 T capacity per hr. 260.005 0308 H/C for Tractor dozers-275HP(Crowler) per hr. 500.006 0309 H/C for Tractor 40-50 HP per hr. 300.007 0316 H/C for Motor grader 75-120 HP per hr. 1800.008 0317 H/C for Buldozer (above 80 HP) per hr. 2600.009 0322 H/C for Front end loader 1cum cap. per hr. 600.00

10 0330 H/C for Mechanical Paver finisher per hr. 750.0011 0335 H/C for Concrete mixer 10-7 cft per hr. 150.0012 0337 H/C for Pin vibrator (needle) per hr. 50.0013 0359 H/C for steel cribs 6'x2'x2' per hr. 55.0014 0361 H/C for Shovel per hr. 175.0015 0362 H/C for Water tanker per hr. 100.0016 0363 H/C for Vibratory roller per hr. 1200.0017 0364 H/C for Base mix plant per hr. 910.0018 0365 H/C for Hot mix plant-40 tonne to 60 tonne per hr. 11450.0019 0366 H/C for Pnumatic roller per hr. 938.00

20 0366A H/C for Sensor paver finisher per hr. 2500.00

21 0603 H/C for Truck 10 tonne capacity per hr. 255.0022 0300A H/C for smooth 3 wheeled steel roller per hr. 350.0023 0300B H/C for tandem roller per hr. 910.0024 0305 H/C for Heat master oil fed 1500 lit per hr. 200.0025 0316 H/C for Motor grader 75-120 HP per hr. 1800.0026 0364 H/C for Base mix plant per hr. 910.00

27 0365 H/C for hot mix plant per hr. 11450.00

28 0306C H/C for disc with harrow per hr. 20.00

29 0306B H/C for blade per hr. 15.00

30 0606 H/C for wet mix plant 75 tonnes per hr. 910.00

31 0607 H/C for electric generating set 125 KVA per hr. 610.00

32 0608 H/C for rotavator per hr. 15.00

33 0609 H/C for excavator per hr. 1200.00

34 0610 H/C for hydraulic chips spreader per hr. 1950.00

35 0611 H/C for bitumen pressure distributor per hr. 800.00

36 0612 H/C for plate compactor per hr. 70.00

Karaikal Page 48


37 0601 H/C for air compressor 250 cfm per hr. 250.00

38 0609A H/C for mechanical broom hydraulic per hr. 275.00

39 0306A H/C for ripper per hr. 25.00

Note: Above hire charge includes cost of services of

operating staff and supply of lubricating oil and fuel).

LABOUR

40 0032 Animal cart attendant per day 210.00

41 0034 Bhandani per day 200.00

42 0028 Bhisthi per day 200.00

43 0003 Blacksmith Class I per day 270.00

44 0004 Blacksmith Class II per day 240.00

45 0016 Blaster per day 210.00

46 0018 Breaker per day 210.00

47 0006 Carpenter Class II per day 250.00

48 0017 Chiseller per day 240.00

49 0019 Dresser per day 210.0050 0015 Driller per day 200.0051 0031 Head Mate per day 230.00

52 0024 Hot mazdoor per day 210.00

53 0030 Mali per day 200.00

54 0007 Mason Class I per day 320.00

55 0008 Mason Class II per day 275.00

56 0001 Mate per day 230.00

57 0002 Mazdoor per day 200.00

58 0009 Painter/Varnisher/Polisher Class I per day 260.00

59 0010 Painter/Varnisher/Polisher Class II per day 230.00

60 0033 Ploughing mazdoor per day 210.00

61 0020 Skilled dresser per day 210.00

62 0021 Skilled mazdoor per day 210.00

63 0023 Sprayer per day 210.00

64 0026 Spreader per day 210.00

65 0025 Tarring Mate per day 210.00

66 0011 Blacksmith (Average) per day 255.00

67 0013 Mason (Average) per day 297.50

68 0061 Operator (pile) per day 300.00

69 0062 Mechanic (pile) per day 260.00

MATERIALS FOR ROAD WORK

70 0144 Annealed steel wire kg 55.00

Karaikal Page 49


71 0106 Bitumen 80/100 tonne 30217.14

72 0106B Bitumen 60/70 tonne 31265.46

72A 0106C CRMB tonne 32431.72

73 0106D Bitumen emulsion tonne 32387.68

74 0121 Bricks country 1000No 3600.00

75 0124 Bond stone Cum 875.00

76 0132 Borrow area sand cum 630.00

77 0141 Ballies 125mm dia metre 45.00

78 0101 Cement - (PPC) tonne 5500.00

0101B Cement - (SRPC) tonne 5933.00

79 0158 De-oiled neem cake qtl 750.00

80 0174 Detonators each 75.00

81 0176 Drilling equipment per day 275.00

82 0212 Digging plant, carriage and planting each 65.00

83 0165 Empty bitumen drum each 100.00

84 0151 Filter media 40mm HBG metal cum 1250.00

85 0160 Farm yard manure cum 150.00

86 0164 Fertiliser qtl 550.00

87 0107 Gravel cum 680.00

88 0172 G.I. barbed wire minimum 9.3kg/m kg 58.00

89 0161 Hedge plant each 10.00

90 0115 HBG metal 93mm nominal size (IRC) cum 900.00

91 0115A HBG metal 80mm nominal size (IRC) cum 900.00

92 0115B HBG metal 60mm nominal size (IRC) cum 1075.00



95 0114 HBG metal 26.5mm nominal size (IRC) cum 1300.00




99 0400 HBG metal 10mm nominal size cum 1200.00



102 0152 Joint sealing compound 25mm deep kg 88.00

103 0153 Joint filler 10cm wide 12.5cm deep sqcm 95.00

104 0102 Mild steel bars kg 34.50

105 0123 Mango wood planks cum 18000.00

106 0166 M.S. rivets 6mm X 10mm each 49.00

107 0167 M.S flats kg 40.00

108 0171 M.S angle, tee, channel, flat (avearge) kg 45.00

Karaikal Page 50


109 0154 Premixed primer litre 120.00

110 0155 Premixed paint I class litre 170.00

111 0162 Plants each 10.00

112 0125 Rough stone for RR work cum 775.00

113 0145 RCC pipe NP3 with collar 1200mm dia metre 5000.00

114 0147 RCC pipe NP3 with collar 900mm dia metre 3900.00

115 0156 Road marking paint litre 250.00

116 0100 Sand cum 660.00

117 0157 Screened manure cum 60.00

118 0159 Sludge cum 20.00

119 0163 Shrubs each 10.00

120 0173 Special gelatine 80% kg 60.00

121 0175 Safety fuse wire coil 40.00

122 0150 Spall cum 180.00

123 0103 Tor steel bars kg 34.50

0103A TMT -Rods (TISCON / VIZAG / IISCO /SAIL) kg 38.50

TMT -Rods (ISI brand approved make) kg 34.50

124 0126 Bajri (20mm Nominal size) cum 570.00

125 0127 Gravel (22.4mm - 90mm) cum 680.00

126 0128 Gravel (5.6mm - 22.4mm) cum 680.00

127 0130 WBM Grade-II metal (63mm - 45mm) cum 1158.33

128 0131 WBM Grade-III metal (53mm - 22.4mm) cum 1250.00

129 0135 IRC HBG Metal (26.5mm - 11.2mm) cum 1262.50



132 0138 IRC HBG Metal 2.8mm cum 1085.00

133 0139 IRC HBG Metal (53mm - 26.5mm) cum 1233.33


135 0109 ISS HBG Metal 20mm cum 1300.00

136 0110 ISS HBG Metal 40mm cum 1250.00

137 0129 WBM Grade-I metal (90mm - 45mm) cum 1093.75

138 0382 Enamel paint litre 170.00

139 0383 Road Reflector each 440.00

140 0384 Stone 15x15x19cm with 30cm chisel dressed each 50.00

141 0401 Bentonite tonne 5500.00

142 0402 Diesel litre 35.60

143 0403 Linseed oil litre 170.00

144 0383A S/F TATA BP Solar powered studs uni directonal each 4000.00

145 0125A 10mm thick Flamed granite sqm 550.00

Karaikal Page 51


BASIC RATES FOR BRIDGE WORK

1 0001 Mate each 230.00

2 0002 Mazdoor each 200.00

3 0003 Blacksmith I class each 270.00

4 0004 Blacksmith II class each 240.00

5 0007 Mason I class each 320.00

6 0008 Mason II class each 275.00

7 0009 Painter I class each 260.00

8 0011 Blacksmith (average) each 255.00

9 0013 Mason (average) each 297.50

10 0015 Driller each 200.00

11 0016 Blaster each 210.00

12 0017 Chiseller each 240.00

13 0028 Bhisthi each 200.00

14 0037 Fitter (average) each 275.00

15 0040 Welder (average) each 275.00

16 0042 Well sinker I class each 380.00

17 0044 Well sinker (average) each 325.00

18 0047 Mechanic (average) each 252.50

19 0053A Work supervisor each 260.00

20 0055 Operator each 300.00

21 0057 Skilled labour each 210.00

22 0058 Semi skilled labour each 200.00

23 0100 Sand cum 550.00

24 0101 Cement(PPC) tonne 5500.00

0101A Cement(SRPC) tonne 5933.00

25 0102 Mild steel tonne 34500.00

26 0103 Tor steel tonne 34500.00

27 0103A TMT -Rods (TISCON / VIZAG / IISCO / SAIL) tonne 38500.00

0103B Steel TMT (ISI brand approved make) tonne 34500.00

28 0106 Bitumen 80/100 tonne 30217.14

29 0107 Gravel cum 680.00

30 0108 ISS HBG metal-10mm cum 1200.00



33 0120 Bricks 1000 no 3600.00

34 0124 Bond stone cent 900.00

Karaikal Page 52


35 0125 Rough stone for rr work cum 775.00

36 0144 Annealed steel wire kg 55.00

37 0150 Spall cum 180.00

38 0151 Filter media stone aggregate 40mm HBG metal cum 1250.0039 0156 Road marking paint litre 250.00

40 0171 M.S angle,tee,channel,flat (average) tonne 45000.00

41 0174 Detonators each 75.00

42 0175 Safety fuse wire coil 40.00

43 0176 Drilling equipment day 275.00

44 0177 A.c collar 100mm dia each 20.00

45 0178 Blasting materials kg 27.00

46 0179 M.S bolts & nuts kg 60.00

47 0181 Drill bits each 170.00

48 0183 Diesel litre 35.60

49 0184 Oil litre 170.00

50 0185 C.I shoes @ 80kg/pile kg 42.00

51 0186 M.S shoes @ 35kg/pile kg 47.00

52 0193 Neoprene kg 250.00

53 0194 M.S plate kg 44.00

54 0196 A.c pipe 100mm dia metre 25.00

55 0197 M.S holder bat clamp 100mm dia each 16.50

56 0198 Copper plate kg 195.00

57 0199 Fibre board sqm 200.00

58 0200 Premoulded joint filler 20mm th.12m x 0.25m sqm 30.00

59 0207 Chequered c.c tiles sqm 424.00

60 0208 M.S grating 260mm x 26mm each 35.00

61 0209 G.I pipe 100mm class b metre 950.00

62 0210 G.I wire mesh 10cm x 10cm size 3mm thick kg 58.00

63 0211 Epoxy kg 320.00

64 0221 Pigment kg 55.00

65 0222 Nipple kg 27.00

66 0331 H/c for crane 3 mt Hr. 400.00

67 0335 H/c for concrete mixer 10-7 cft Hr. 150.00

68 0337 H/c for pin vibrator (needle) Hr. 50.00

69 0341 H/c for pumpset 10-20 hp Hr. 81.25

70 0352 H/c for screed vibrator Hr. 64.00

71 0355 H/c for air compressor 145-170 cfm Hr. 250.00

72 0357 H/c for air compressor 300-340 cfm Hr. 275.00

73 0377 H/c for batching plant Hr. 1600.00

74 0378 H/c for transit mixer Hr. 1000.00

Karaikal Page 53


BUILDING WORK

1 1545A Chlorinated Polyvinyl Chloride Pipe( SDR -13.5) - 12.70 mm dia(Ashirvad/Astral/Ajay) metre 48.24

2 1545B CPVC Pipe( SDR -11) - 12.70 mm dia (Ashirvad/Astral/Ajay) metre 56.70

3 1546A CPVC Pipe(SDR -13.5) - 19.05 mm dia (Ashirvad/Astral/Ajay) metre 60.48

4 1546B CPVC Pipe(SDR -11) - 19.05 mm dia (Ashirvad/Astral/Ajay) metre 68.04





9 1549C CPVC Pipe(SDR -13.5) - 38.10 mm dia (Ashirvad/Astral/Ajay) metre 142.11

10 1549D CPVC Pipe(SDR -11) - 38.10 mm dia (Ashirvad/Astral/Ajay) metre 186.21



13 1551A CPVC Pipe (SCH - 40) - 63.50 mm dia (Ashirvad/Astral/Ajay) metre 688.50



16 8721 Male Adapter Plastic Threaded - 12.70 mm dia (Ashirvad/Astral/Ajay) each 9.00






22 8727 Reducing Male Adapter CPVC Threaded-(19.05 X 12.70) mm dia (Ashirvad/Astral/Ajay) each 19.08

23 8728 Male Adapter Brass Threaded 12.70 mm dia (Ashirvad/Astral/Ajay) each 92.07

NEW BASIC RATES

Karaikal Page 55







29 8734 Reducing Male Adapter Brass Threaded-(19.05 X 12.70) mm dia (Ashirvad/Astral/Ajay) each 98.82

30 8735 CPVC Bushing 19.05 X 12.70 (Ashirvad/Astral/Ajay) each 7.38















45 8750 CPVC Threaded End Plug 12.70 mm dia (Ashirvad/Astral/Ajay) each 4.05

46 8751 CPVC Female Adapter Plastic Threaded 12.70 mm dia (Ashirvad/Astral/Ajay) each 12.42



Karaikal Page 56


49 8754 CPVC Female Adapter Brass Threaded 12.70 mm dia (Ashirvad/Astral/Ajay) each 88.29





54 8759 CPVC Female Adapter Brass Threaded 50.80mm dia (Ashirvad/Astral/Ajay) each 680.85

55 8760 Reducing Female Adapter Brass Threaded 19.05 X 12.70 mm (Ashirvad/Astral/Ajay) each 59.94

56 8761 Reducing Female Adapter Brass Threaded 25.40 X 12.70 mm (Ashirvad/Astral/Ajay) each 74.34

57 8762 CPVC Ball Valve 12.70 mm dia (Ashirvad/Astral/Ajay) each 248.40






63 8768 CPVC Coupler 12.70 mm dia (Ashirvad/Astral/Ajay) each 7.29






69 8774 CPVC Reducer Coupler 19.05 X 12.70 mm dia (Ashirvad/Astral/Ajay) each 13.77



Karaikal Page 57



73 8778 Powder Coated Elevated Metal Clamp 19.05 mm (Ashirvad/Astral/Ajay) each 7.83

74 8779 Powder Coated Elevated Metal Clamp 25.40 mm (Ashirvad/Astral/Ajay) each 9.18

75 8780 Plastic Clamp 12.70 mm (Ashirvad/Astral/Ajay) each 2.07






81 8786 Powder Coated Metal Clamp 12.70 mm (Ashirvad/Astral/Ajay) each 5.76






87 8792 CPVC Elbow 90° 12.70mm (Ashirvad/Astral/Ajay) each 9.63






93 8798 CPVC Elbow 90° (Reducer) 19.05 X 12.70mm (Ashirvad/Astral/Ajay) each 20.61

94 8799 Elbow 90° (Brass) 12.70 X 12.70mm (Ashirvad/Astral/Ajay) each 37.26




Karaikal Page 58






102 8807 CPVC Elbow 45° 25.40 mm (Ashirvad/Astral/Ajay) each 39.87




106 8811 CPVC End Cap 12.70 mm (Ashirvad/Astral/Ajay) each 5.22

107 8812 CPVC End Cap 19.05mm (Ashirvad/Astral/Ajay) each 9.63





112 8817 CPVC Tee 12.70 mm (Ashirvad/Astral/Ajay) each 13.23

113 8818 CPVC Tee 19.05mm (Ashirvad/Astral/Ajay) each 28.17





118 8823 Tee (Brass) 12.7 X 12.7 X 12.7mm (Ashirvad/Astral/Ajay) each 49.68

119 8824 Tee (Brass) 19.05 X 19.05 X 12.7 mm (Ashirvad/Astral/Ajay) each 55.89

120 8825 Tee (Brass) 25.4 X 25.4 X 12.70 mm (Ashirvad/Astral/Ajay) each 62.10

121 8826 CPVC Reducer Tee 12.7 X 12.7 X 19.05 mm (Ashirvad/Astral/Ajay) each 23.40

Karaikal Page 59












132 8837 CPVC Elbow Holder 12.70 X 12.70 mm (Ashirvad/Astral/Ajay) each 2.70

133 8838 CPVC Elbow Holder 12.70 X 19.05 mm (Ashirvad/Astral/Ajay) each 3.42

134 8839 CPVC Tee Holder 12.70 X 12.70 X 12.70 mm (Ashirvad/Astral/Ajay) each 2.97



137 8842 CPVC Union 12.70 mm (Ashirvad/Astral/Ajay) each 90.09

138 8843 CPVC Union 19.05mm (Ashirvad/Astral/Ajay) each 144.00





Karaikal Page 60


143 8848 CPVC Step Over Bend 12.70 mm (Ashirvad/Astral/Ajay) each 25.83



146 8851 CPVC Expansion loop 12.70 mm (Ashirvad/Astral/Ajay) each 39.87

147 8852 CPVC Expansion loop 19.05mm (Ashirvad/Astral/Ajay) each 73.89





152 8857 Flow Guard One Step CPVC Cement 59 ml Tube (Ashirvad/Astral/Ajay) each 115.11





157 8862 CPVC Cross Tee 12.70 mm (Ashirvad/Astral/Ajay) each 19.35

158 8863 CPVC Cross Tee 19.05 mm (Ashirvad/Astral/Ajay) each 42.03

159 8864 CPVC Short Bend 25.40 mm (Ashirvad/Astral/Ajay) each 56.70



162 8867 CPVC Bushings 63.50 X 50.80 mm (Ashirvad/Astral/Ajay) each 302.40

163 8868 CPVC Bushings 76.20 mm (Ashirvad/Astral/Ajay) each 392.40

164 8869 CPVC Bushings 101.60 mm (Ashirvad/Astral/Ajay) each 815.40

Karaikal Page 61


165 8870 CPVC Coupler 63.50 mm (Ashirvad/Astral/Ajay) each 474.30






171 8876 CPVC Tee 90° 63.50 mm (Ashirvad/Astral/Ajay) each 1041.93

172 8877 CPVC Tee 90° 76.20mm (Ashirvad/Astral/Ajay) each 1533.06

173 8878 CPVC Tee 90° 101.60 mm (Ashirvad/Astral/Ajay) each 2544.39

174 8879 CPVC Flange-End Cap (Open) 63.50 mm (Ashirvad/Astral/Ajay) each 1020.51



177 8882 CPVC Flange-End Cap (Closed) 63.50 mm (Ashirvad/Astral/Ajay) each 1051.11



180 8885 CPVC Flange-End Cap set (One Open+ One closed) 63.50 mm (Ashirvad/Astral/Ajay) each 2071.62



183 0979B Earth for filling (Red earth) cum 260.00

184 1984C Terracota tiles-200 X 75 X 10 mm size sqm 300.00

185 1203A Cement concrete flooring tiles 22 mm thick- Endura/Ultra sqm 398.27

186 7461B Granite stone slab 30 mm thick sqm 1300.00

Karaikal Page 62


187 1257C Thermocole plain sheet -19mm thick sqm 36.00

188 4204A Concentrated Hydrochloric acid litre 100.00

189 7320D Bonding admixture (Fosroc or equi.) including material and labour sqm 150.00

190 1331B MS holder bat clamp-110 mm dia each 10.00

191 7218 UPVC bend with door 50 mm each 20.00

192 1621E PVC pipe clip each 6.00

193 3051 Perforated sheet -1mm thick sqm 850.00

194 7482A Prelaminated particle board both sides non decorative 12 mm thick sqm 484.20

IRRIGATION195 0120 10mm to 75mm HBG metal (average) cum 668.75196 9000 Desiltation by dredging-depth from 0.3 to 2m Cum 125.00197 9001 Dry excavation in the shore area (150x55x2.3m) from 2 to .3m Cum 71.30198 9003 Cost of R.c.c slotted ring 900mm dia, 300mm ht, 40mm tk No 225.00199 9004 Cost of R.c.c ring 900mm dia, 300mm ht, 40mm tk No 200.00200 9005 Cost of R.c.c ring with slab 900mm dia, 300mm ht, 40mm tk No 400.00201 B001A Upvc End cap for 150mm dia pipe No 200.00202 B014 Making 3 mm slots in 150 mm dia UPVC casing pipe Rmt 45.00203 B015 M.S 8" to 4" saddle set with 4" coupling each 1650.00

ROAD WORK204 0404 Aluminium plate - 2 mm thick sqm 1120.00205 0408 M.S.pipe - 'C' class 100 mm dia metre 740.00206 0409 M.S. 'c' bend 100 mm dia each 400.00207 0410 M.S.dummy plate 100 mm dia each 25.00208 0411 M.S.pipe 32 mm dia 125 mm long with joint plate bolt and nut each 45.00209 0412 M.S pipe C class 80 mm dia metre 550.00210 0413 Speed bump of ABSmaterial-750x250x75mm-

white/yellow/black each 4153.92

Karaikal Page 63


Pressure Designation PN-1.0With Cap

1 1598A 80 mm each 3265.002 1598B 100 mm each 4435.003 1598C 125 mm each 5445.004 1598D 150 mm each 6610.005 1598E 200 mm each 11700.006 1598F 250 mm each 17085.007 1598G 300 mm each 21540.008 1598H 350 mm each 38600.009 1598I 400 mm each 46750.0010 1598J 450 mm each 54850.0011 1598K 500 mm each 90895.0012 1598L 600 mm each 105100.00

With Handwheel13 1599A 80 mm each 3375.0014 1599B 100 mm each 4560.0015 1599C 125 mm each 5650.0016 1599D 150 mm each 6850.0017 1599E 200 mm each 12170.0018 1599F 250mm each 17450.0019 1599G 300 mm each 21900.0020 1599H 350 mm each 39295.0021 1599I 400 mm each 47450.0022 1599J 450 mm each 55670.0023 1599K 500 mm each 92280.0024 1599L 600 mm each 106500.00

Pressure Designation PN-1.6With cap

25 1600A 80 mm each 3525.0026 1600B 100 mm each 4790.00

27 1600C 125 mm each 5880.00

28 1600D 150 mm each 7125.0029 1600E 200 mm each 12620.0030 1600F 250 mm each 18285.0031 1600G 300 mm each 23050.00

WATER SUPPLY AND SEWERAGE WORKS

C.I. SLUICE VALVE for Flanged joints conforming to IS 14846/2000 and ISI Mar

C.I. SLUICE VALVE for Flanged joints conforming to IS 14846/2000 and ISI Marked.

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32 1600H 350 mm each 41400.0033 1600I 400 mm each 50490.0034 1600J 450 mm each 59215.0035 1600K 500 mm each 99075.0036 1600L 600 mm each 114559.00

With Handwheel37 1601A 80 mm each 3650.0038 1601B 100 mm each 4925.0039 1601C 125 mm each 6090.0040 1601D 150 mm each 7365.0041 1601E 200 mm each 13035.0042 1601F 250 mm each 18675.0043 1601G 300 mm each 23435.0044 1601H 350 mm each 42135.0045 1601I 400 mm each 51700.0046 1601J 450 mm each 60110.0047 1601K 500 mm each 100675.0048 1601L 600 mm each 116190.00

C.I AIR VALVESINGLE AIR VALVE

49 1602 20 mm each 411.84

C.I DOUBLE AIR VALVE 50 1603A 40 mm each 2100.0051 1603B 50 mm each 2300.0052 1603C 65 mm each 2765.0053 1603D 80 mm each 1684.8054 1603E 100 mm each 1934.4055 1603F 150 mm each 7488.0056 1603G 200 mm each 12480.00

Swing check type Reflux or Single Door non return valve (PN 1.6)57 1604A 50 mm each 1975.0058 1604B 65 mm each 2450.0059 1604C 80 mm each 2246.4060 1604D 100 mm each 2995.2061 1604E 125 mm each 3744.00

Swing check type Reflux or Single Door non return valve (PN 1.0)62 1604F 150 mm each 6450.00

C.I. REFLUX / NON RETURN VALVE conforming to IS 5312 and ISI Marked.

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63 1604G 200 mm each 10690.0064 1604H 250 mm each 16500.0065 1604I 300 mm each 22275.00

Swing check type Reflux or Single Door non return valve (PN 0.6)66 1604J 350 mm each 42150.0067 1604K 400 mm each 50440.0068 1604L 500 mm each 70400.0069 1604M 600 mm each 107500.00

(Electro steel/Jindal/Lanco)70 7651B 100 mm dia metre 936.4871 7652B 150 mm dia metre 1372.2472 7653B 200 mm dia metre 1592.9573 7654B 250 mm dia metre 2101.5474 7655B 300 mm dia metre 2666.1075 7656B 350 mm dia metre 3305.7276 7657B 400 mm dia metre 3974.5277 7658B 450 mm dia metre 4706.0878 7659B 500 mm dia metre 5474.5479 7660B 600 mm dia metre 7230.0680 7661B 700 mm dia metre 9723.9381 7662B 750 mm dia metre 11173.6682 7663B 800 mm dia metre 13146.5883 7664B 900 mm dia metre 15621.8384 7665B 1000 mm dia metre 18297.38

(Electro steel/Jindal/Lanco)85 7651C 100 mm dia metre 1054.0986 7652C 150 mm dia metre 1536.9187 7653C 200 mm dia metre 1841.6188 7654C 250 mm dia metre 2467.8089 7655C 300 mm dia metre 3125.3790 7656C 350 mm dia metre 3862.4591 7657C 400 mm dia metre 4651.0692 7658C 450 mm dia metre 5550.5893 7659C 500 mm dia metre 6416.4994 7660C 600 mm dia metre 8473.2995 7661C 700 mm dia metre 10819.3396 7662C 750 mm dia metre 12187.1997 7663C 800 mm dia metre 13746.91

Ductile Iron S&S Pipes Class K 7 conforming to IS 8329 and ISI Marked.

Ductile Iron S&S Pipes Class K 9 conforming to IS 8329 and ISI Marked.

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98 7664C 900 mm dia metre 16512.2799 7665C 1000 mm dia metre 19407.55

(Electro steel/Jindal/Lanco)100 7651D 100 mm dia metre 1823.87101 7652D 150 mm dia metre 2510.51102 7653D 200 mm dia metre 3174.00103 7654D 250 mm dia metre 4247.32104 7655D 300 mm dia metre 5355.53105 7656D 350 mm dia metre 7023.88106 7657D 400 mm dia metre 8544.53107 7658D 450 mm dia metre 10207.66108 7659D 500 mm dia metre 11829.71109 7660D 600 mm dia metre 15612.09110 7661D 700 mm dia metre 21398.33111 7662D 800 mm dia metre 26055.47112 7663D 900 mm dia metre 32614.75113 7664D 1000 mm dia metre 37665.43

(Electro steel/Jindal/Lanco)All Socketed Specials

114 7682A 100mm to 300mm Kg 110.00115 7682B 350mm to 450mm Kg 120.00116 7682C 500mm to 600mm Kg 130.00117 7682D 700mm to 800mm Kg 140.00118 7682E 900mm Kg 140.00119 7682F 1000mm Kg 140.00

All Flanged Specials120 7683A 100mm to 300mm Kg 120.00121 7683B 350mm to 450mm Kg 140.00122 7683C 500mm to 600mm Kg 150.00123 7683D 700mm to 800mm Kg 160.00124 7683E 900mm Kg 160.00125 7683F 1000mm Kg 160.00

(Electro steel/Jindal/Lanco)

Ductile Iron double flanged pipes Class K 9 horizontally cast conforming to IS 8329 and ISI Marked.

Ductile Iron Specials conforming to IS 9523/2000 and ISI Marked.

S&S Centrifugally (Spun) C.I. Pipes conforming to IS 1536 and ISI Marked.

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126 7684A 80 mm dia metre 802.00127 7684B 100 mm dia metre 993.33128 7684C 125 mm dia metre 1293.71129 7684D 150 mm dia metre 1567.34130 7684E 200 mm dia metre 2292.01131 7684F 250 mm dia metre 3088.07132 7684G 300 mm dia metre 3983.27133 7684H 350 mm dia metre 5018.24134 7684I 400 mm dia metre 6105.76135 7684J 450 mm dia metre 7363.79136 7684K 500 mm dia metre 8620.84137 7684L 600 mm dia metre 11487.83138 7684M 700 mm dia metre 14824.74139 7684N 750 mm dia metre 16624.23140 7684O 800 mm dia metre 18787.95141 7684P 900 mm dia metre 22766.60142 7684Q 1000 mm dia metre 27239.86

Non-standard S&S Centrifugally (Spun) C.I Pipes143 7685A 80mm to 200mm dia Kg 56.00144 7685B 250mm to 400mm dia Kg 55.00145 7685C 450mm to 750mm dia Kg 55.00146 7685D 800mm to 1000mm dia Kg 57.00

(Electro steel/Jindal/Lanco)147 7686A 80mm to 200mm dia Kg 54.00148 7686B 250mm to 400mm dia Kg 55.00149 7686C 450mm to 750mm dia Kg 58.00150 7686D 800mm to 1000mm dia Kg 60.00

(Electro steel/Jindal/Lanco)151 7687A 80 mm dia metre 1495.00152 7687B 100 mm dia metre 1850.00153 7687C 150 mm dia metre 3025.00154 7687D 200 mm dia metre 4325.00155 7687E 250 mm dia metre 5800.00156 7687F 300 mm dia metre 7500.00157 7687G 350 mm dia metre 9950.00158 7687H 400 mm dia metre 12145.00159 7687I 450 mm dia metre 14500.00

Cast Iron S/S specials conforming to IS 1538 and ISI Marked.

Double Flanged C.I. Pipes conforming to IS 1537 & IS 7181 and ISI Marked.

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160 7687J 500 mm dia metre 17025.00161 7687K 600 mm dia metre 22880.00162 7687L 700 mm dia metre 29800.00163 7687M 750 mm dia metre 33825.00

Non-standard Double flanged Pipes164 7688A 80mm to 200mm dia Kg 54.00165 7688B 250mm to 400mm dia Kg 55.00166 7688C 450mm to 750mm dia Kg 58.00

(Electro steel/Jindal/Lanco)167 7689A 80mm to 200mm dia Kg 54.00168 7689B 250mm to 400mm dia Kg 55.00169 7689C 450mm to 750mm dia Kg 58.00

170 1596A 80 mm dia each 300.00171 1596B 100 mm dia each 400.00172 1596C 150 mm dia each 600.00173 1596D 200 mm dia each 800.00174 1596E 250 mm dia each 1000.00175 1596F 300 mm dia each 1200.00176 1596G 350 mm dia each 1900.00177 1596H 400 mm dia each 2200.00178 1596I 450 mm dia each 2300.00179 1596J 500 mm dia each 2600.00180 1596K 600 mm dia each 3500.00181 1596L 700 mm dia each 4500.00182 1596M 750 mm dia each 5000.00183 1596N 800 mm dia each 7000.00

Rubber insertion for flanged pipe joints184 1372A 50mm dia each 20.00185 1372B 80mm dia each 22.00186 1372C 100mm dia each 24.00187 1372D 125mm dia each 44.00188 1372E 150mm dia each 45.00189 1372F 200mm dia each 66.00190 1372G 250mm dia each 140.00191 1372H 300mm dia each 160.00

Cast Iron double flanged specials conforming to IS 1538 and ISI Marked.

Cast Iron flanges conforming to IS 1538 and ISI Marked.

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192 1372I 350mm dia each 280.00193 1372J 400mm dia each 300.00194 1372K 450mm dia each 450.00195 1372L 500mm dia each 600.00196 1372M 600mm dia each 700.00197 1372N 700mm dia each 900.00198 1372O 750mm dia each 1980.00199 1372P 800mm dia each 2200.00200 1372Q 900mm dia each 2450.00201 1372R 1000mm dia each 3200.00

202 1373A 80mm Dia each 26.00203 1373B 100mm Dia each 30.16204 1373C 150mm Dia each 39.52205 1373D 200mm Dia each 67.60206 1373E 250mm Dia each 90.48

207 1373F 300mm Dia each 116.48

208 1373G 350mm Dia each 142.48

209 1373H 400mm Dia each 189.28

210 1373I 450mm Dia each 223.60

211 1373J 500mm Dia each 270.40

212 1373K 600mm Dia each 338.00

213 1373L 700mm Dia each 416.00

214 1373M 750mm Dia each 520.00

215 1373N 800mm Dia each 598.00

216 1373O 900mm Dia each 650.00

217 1373P 1000mm Dia each 832.00

218 1374A 80mm Dia each 34.32219 1374B 100mm Dia each 37.44220 1374C 150mm Dia each 54.08221 1374D 200mm Dia each 83.20222 1374E 250mm Dia each 116.48223 1374F 300mm Dia each 156.00224 1374G 350mm Dia each 176.80

Rubber gasket Styrene Butadiene Rubber (SBR)conforming to IS-5382& IS-12820 and ISI Marked.

Rubber gasket Ethylene Propylene Dienemanomer Rubber (EPDM)conforming to IS-5382& IS-12820 and ISI Marked.

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225 1374H 400mm Dia each 245.44226 1374I 450mm Dia each 270.40227 1374J 500mm Dia each 338.00228 1374K 600mm Dia each 468.00229 1374L 700mm Dia each 696.80230 1374M 750mm Dia each 806.00231 1374N 800mm Dia each 881.92232 1374O 900mm Dia each 967.20233 1374P 1000mm Dia each 1264.64

234 1545 15mm dia metre 100.00235 1546 20mm dia metre 125.00236 1547 25mm dia metre 150.00237 1548 32mm dia metre 180.00238 1549 40mm dia metre 225.00239 1550 50mm dia metre 350.00240 1551 65mm dia metre 500.00241 1552 80mm dia metre 689.00242 7356 100mm dia metre 950.00243 7357A 125mm dia metre 1100.00244 7357 150mm dia metre 1300.00

(UNIQUE / R Brand / HB Brand / UI Brand)245 1606 15mm dia. each 25.00246 1607 20mm dia. each 32.00247 1608 25mm dia. each 40.00248 1609 32mm dia. each 45.00249 1610 40mm dia. each 85.00250 1611 50mm dia. each 100.00251 1612 65mm dia. each 175.00252 1612A 80mm dia each 250.00253 7383 100mm dia each 400.00254 7385A 125mm dia each 600.00255 7384 150mm dia. each 1200.00

(UNIQUE / R Brand / HB Brand / UI Brand)

GALVANISED IRON PIPES AND FITTINGS:GI Pipe Medium Class (Blue) conforming to IS 1239 Part I and ISI Marked.(TATA,TNT,Nezone,Apollo,Zenith)

GI Tee (equal) conforming to IS 1239 Part II and ISI Marked.

GI Reducer(Unequal) Tee conforming to IS 1239 Part II and ISI Marked.

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256 1575A 25 mm X 20 mm dia each 45.00257 1575B 32 mm x 20 mm dia each 55.00258 1575C 32 mm x 25 mm dia each 55.00259 1575D 40 mm x 20 mm dia each 95.00260 1575D1 40 mm x 25 mm dia each 95.00261 1575E 40 mm x 32 mm dia each 95.00262 1575F 50 mm x20 mm dia each 110.00263 1575F1 50 mm x25 mm dia each 110.00264 1575G 50 mm x 32 mm dia each 110.00265 1575H 50 mm x 40 mm dia each 110.00266 1575I 65 mm x 20 mm dia each 195.00267 1575I1 65 mm x 25 mm dia each 195.00268 1575J 65 mm x 32 mm dia each 195.00269 1575K 65 mm x 40 mm dia each 195.00270 1575L 65 mm x 50 mm dia each 195.00271 1575M 80 mm x 32 mm dia each 275.00272 1575N 80 mm x 40 mm dia each 275.00273 1575O 80 mm x 50 mm dia each 275.00274 1575P 80 mm x 65 mm dia each 275.00275 1575Q 100 mm x 40 mm dia each 450.00276 1575R 100 mm x 50 mm dia each 450.00277 1575S 100 mm x 65 mm dia each 450.00278 1575T 100 mm x 80 mm dia each 450.00279 1575U 125 mm x 40 mm dia each 650.00280 1575V 125 mm x 50 mm dia each 650.00281 1575W 125 mm x 65 mm dia each 650.00282 1575X 125 mm x 80 mm dia each 650.00283 1575Y 125 mm x 100 mm dia each 650.00284 1575Z 150 mm x 50 mm dia each 1250.00285 1575AA 150 mm x 65 mm dia each 1250.00286 1575AB 150 mm x 80 mm dia each 1250.00287 1575AC 150 mm x 100 mm dia each 1250.00288 1575AD 150 mm x 125 mm dia each 1250.00

(UNIQUE / R Brand / HB Brand / UI Brand)289 1641 15mm each 50.00290 1642 20mm each 60.00291 1643 25mm each 75.00292 1644 32mm each 90.00293 1645 40mm each 125.00294 1646 50mm each 160.00

GI unions conforming to IS 1239 Part II and ISI Marked.

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295 1647 65mm each 200.00296 1648 80mm each 250.00297 7398 100mm each 350.00298 7398A 125mm each 550.00299 7399 150mm each 850.00

(UNIQUE / R Brand / HB Brand / UI Brand)300 1559A 25 mm X 20 mm dia each 25.00301 1559B 32 mm x 20 mm dia each 30.00302 1559C 32 mm x 25 mm dia each 30.00303 1559D 40 mm x 20 mm dia each 40.00304 1559D1 40 mm x 25 mm dia each 40.00305 1559E 40 mm x 32 mm dia each 40.00306 1559F 50 mm x 20 mm dia each 60.00307 1559F1 50 mm x 25 mm dia each 60.00308 1559G 50 mm x 32 mm dia each 60.00309 1559H 50 mm x 40 mm dia each 60.00310 1559I 65 mm x 20 mm dia each 75.00311 1559I1 65 mm x 25 mm dia each 75.00312 1559J 65 mm x 32 mm dia each 75.00313 1559K 65 mm x 40 mm dia each 75.00314 1559L 65 mm x 50 mm dia each 75.00315 1559M 80 mm x 32 mm dia each 90.00316 1559N 80 mm x 40 mm dia each 90.00317 1559O 80 mm x 50 mm dia each 90.00318 1559P 80 mm x 65 mm dia each 90.00319 1559Q 100 mm x 40 mm dia each 125.00320 1559R 100 mm x 50 mm dia each 125.00321 1559S 100 mm x 65 mm dia each 125.00322 1559T 100 mm x 80 mm dia each 125.00323 1559U 125 mm x 50 mm dia each 175.00324 1559V 125 mm x 65 mm dia each 175.00325 1559W 125 mm x 80 mm dia each 175.00326 1559X 125 mm x 100 mm dia each 175.00327 1559Y 150 mm x 50 mm dia each 225.00328 1559Z 150 mm x 65 mm dia each 225.00329 1559AA 150 mm x 80 mm dia each 225.00330 1559AB 150 mm x 100 mm dia each 225.00331 1559AC 150 mm x 125 mm dia each 225.00

GI Elbow conforming to IS 1239 Part II and ISI Marked.

GI Reducer conforming to IS 1239 Part II and ISI Marked.

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(UNIQUE / R Brand / HB Brand / UI Brand)332 1560 15 mm dia each 15.00333 1560A 20 mm dia each 20.00334 1560B 25 mm dia each 28.00335 1560C 32 mm dia each 45.00336 1560D 40 mm dia each 85.00337 1560E 50 mm dia each 120.00338 1560F 65 mm dia each 160.00339 1560G 80 mm dia each 250.00340 1560H 100 mm dia each 350.00341 1560I 125 mm dia each 600.00342 1560J 150 mm dia each 900.00

(UNIQUE / R Brand / HB Brand / UI Brand)343 1561A 25 mm X 20 mm dia each 30.00344 1561B 32 mm x 20 mm dia each 45.00345 1561C 32 mm x 25 mm dia each 45.00346 1561D 40 mm x 20 mm dia each 85.00347 1561D1 40 mm x 25 mm dia each 85.00348 1561E 40 mm x 32 mm dia each 85.00349 1561F 50 mm x 20 mm dia each 125.00350 1561F1 50 mm x 25 mm dia each 125.00351 1561G 50 mm x 32 mm dia each 125.00352 1561H 50 mm x 40 mm dia each 125.00353 1561I 65 mm x 20 mm dia each 170.00354 1561I1 65 mm x 25 mm dia each 170.00355 1561J 65 mm x 32 mm dia each 170.00356 1561K 65 mm x 40 mm dia each 170.00357 1561L 65 mm x 50 mm dia each 170.00358 1561M 80 mm x 32 mm dia each 260.00359 1561N 80 mm x 40 mm dia each 260.00360 1561O 80 mm x 50 mm dia each 260.00361 1561P 80 mm x 65 mm dia each 260.00362 1561Q 100 mm x 40 mm dia each 360.00363 1561R 100 mm x 50 mm dia each 360.00364 1561S 100 mm x 65 mm dia each 360.00365 1561T 100 mm x 80 mm dia each 360.00366 1561U 125 mm x 50 mm dia each 625.00367 1561V 125 mm x 65 mm dia each 625.00368 1561W 125 mm x 80 mm dia each 625.00369 1561X 125 mm x 100 mm dia each 625.00

GI Reducer Elbow conforming to IS 1239 Part II and ISI Marked.

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370 1561Y 150 mm x 50 mm dia each 950.00371 1561Z 150 mm x 65 mm dia each 950.00372 1561AA 150 mm x 80 mm dia each 950.00373 1561AB 150 mm x 100 mm dia each 950.00374 1561AC 150 mm x 125 mm dia each 950.00

(UNIQUE / R Brand / HB Brand / UI Brand)375 1562A 15mm each 7.00376 1562B 20mm each 10.00377 1562C 25mm each 13.00378 1562D 32mm each 18.00379 1562E 40mm each 27.00380 1562F 50mm each 45.00381 1562G 65mm each 73.00382 1562H 80mm each 97.00

383 1562I 100mm each 125.00

(UNIQUE / R Brand / HB Brand / UI Brand)384 1563A 15mm each 20.00385 1563B 20mm each 31.00386 1563C 25mm each 35.00387 1563D 32mm each 45.00388 1563E 40mm each 55.00389 1563F 50mm each 75.00390 1563G 65mm each 90.00391 1563H 80mm each 160.00392 1563I 100mm each 220.00393 1563J 125mm each 260.00394 1563K 150mm each 340.00

(UNIQUE / R Brand / HB Brand / UI Brand)395 1564A 15mm each 10.00396 1564B 20mm each 15.00397 1564C 25mm each 20.00398 1564D 32mm each 22.00399 1564E 40mm each 30.00400 1564F 50mm each 35.00401 1564G 65mm each 45.00402 1564H 80mm each 70.00

GI Hex Nipple conforming to IS 1239 Part II and ISI Marked.

GI Bend conforming to IS 1239 Part II and ISI Marked.

GI Coupling conforming to IS 1239 Part II and ISI Marked.

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403 1564I 100mm each 90.00404 1564J 125mm each 115.00405 1564K 150mm each 150.00

GI Plug conforming to IS 1239 and ISI Marked. (UNIQUE / R Brand / HB Brand / UI Brand)

406 1565A 15 mm each 4.00407 1565B 20 mm each 6.00408 1565C 25 mm each 8.00409 1565D 32 mm each 12.00410 1565E 40 mm each 20.00411 1565F 50 mm each 30.00412 1565G 65 mm each 30.00413 1565H 80 mm each 45.00414 1565I 100 mm each 65.00415 1565J 125 mm each 95.00416 1565K 150 mm each 125.00

(UNIQUE / R Brand / HB Brand / UI Brand)417 1566A 15mm each 4.00418 1566B 20mm each 6.00419 1566C 25mm each 8.00420 1566D 32mm each 12.00421 1566E 40mm each 20.00422 1566F 50mm each 25.00423 1566G 65mm each 30.00424 1566H 80mm each 45.00425 1566I 100mm each 65.00426 1566J 125mm each 95.00427 1566K 150mm each 125.00

GI Pipe Nipple 10 cm long 428 1567A 15 mm dia each 15.00429 1567B 20 mm dia each 20.00430 1567B1 25 mm dia each 30.00431 1567C 32 mm dia each 40.00432 1567D 40 mm dia each 60.00433 1567E 50 mm dia each 80.00434 1567F 65 mm dia each 85.00435 1567G 80 mm dia each 94.00436 1567H 100 mm dia each 98.00

GI Cap conforming to IS 1239 and ISI Marked.

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437 1567I 125 mm dia each 200.00438 1567J 150 mm dia each 225.00

GI Pipe Nipple 15 cm long 439 1568A 15 mm dia each 20.00440 1568B 20 mm dia each 30.00441 1568B1 25 mm dia each 40.00442 1568C 32 mm dia each 50.00443 1568D 40 mm dia each 70.00444 1568E 50 mm dia each 90.00445 1568F 65 mm dia each 95.00446 1568G 80 mm dia each 102.00447 1568H 100 mm dia each 120.00448 1568I 125 mm dia each 250.00449 1568J 150 mm dia each 275.00

GI Pipe Nipple 23 cm long 450 1569A 15 mm dia each 30.00451 1569B 20 mm dia each 40.00452 1569B1 25 mm dia each 50.00453 1569C 32 mm dia each 65.00454 1569D 40 mm dia each 80.00455 1569E 50 mm dia each 94.00456 1569F 65 mm dia each 110.00457 1569G 80 mm dia each 120.00458 1569H 100 mm dia each 132.00459 1569I 125 mm dia each 275.00460 1569J 150 mm dia each 300.00

GI Pipe Nipple 30 cm long

461 1570A 15 mm dia each 40.00462 1570B 20 mm dia each 50.00463 1570B1 25 mm dia each 60.00464 1570C 32 mm dia each 75.00465 1570D 40 mm dia each 90.00466 1570E 50 mm dia each 125.00467 1570F 65 mm dia each 160.00468 1570G 80 mm dia each 200.00469 1570H 100 mm dia each 240.00470 1570I 125 mm dia each 300.00471 1570J 150 mm dia each 350.00

Ferrule conforming to IS 2692 and ISI Marked.

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472 1571A Ferrule-15mm each 279.00473 1571B Ferrule-20mm each 400.00474 1571C Ferrule-25mm each 785.00

Mild Steel Bracket475 1572A 40 mm x 20 mm each 110.00476 1572B 50 mm x 20 mm each 120.00477 1572C 65 mm x 20 mm each 130.00478 1572D 65 mm x 40 mm each 140.00479 1572E 65 mm x 50 mm each 250.00480 1572F 80 mm x 20 mm each 300.00481 1572G 80 mm x 40 mm each 300.00482 1572H 80 mm x 50 mm each 300.00483 1572I 80 mm x 65 mm each 300.00484 1572J 100 mm x 20 mm each 350.00485 1572K 100 mm x 40 mm each 350.00486 1572L 100 mm x 50 mm each 350.00

487 1572M 100 mm x 65 mm each 350.00

488 1572N 100 mm x 80 mm each 350.00489 1572O 125 mm x 20 mm each 375.00490 1572P 125 mm x 40 mm each 375.00491 1572Q 125 mm x 50 mm each 375.00492 1572R 125 mm x 65 mm each 375.00493 1572S 125 mm x 80 mm each 375.00494 1572T 125 mm x 100 mm each 400.00495 1572U 150 mm x 65 mm each 400.00496 1572V 150 mm x 80 mm each 400.00497 1572W 150 mm x 100 mm each 400.00498 1572X 150 mm x 125 mm each 450.00499 1572Y 200 mm x 65 mm each 450.00500 1572Z 200 mm x 80 mm each 450.00501 1572AA 200 mm x 100 mm each 450.00502 1572AB 200 mm x 125 mm each 450.00503 1572AC 250 mm x 65 mm each 500.00504 1572AD 250 mm x 80 mm each 500.00505 1572AE 250 mm x 100 mm each 500.00506 1572AF 250 mm x 125 mm each 500.00507 1572AG 250 mm x 150 mm each 500.00508 1572AH 300 mm x 65 mm each 600.00509 1572AI 300 mm x 80 mm each 600.00510 1572AJ 300 mm x 100 mm each 600.00

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511 1572AK 300 mm x 125 mm each 600.00

MS Flange Set512 1573A 40mm each 70.00513 1573B 50mm each 84.00514 1573C 65mm each 140.00515 1573D 80mm each 180.00516 1573E 100mm each 280.00517 1573F 125mm each 600.00518 1573G 150mm each 800.00

Reducing Mild Steel Flange519 1574A 100 mm x 80 mm dia each 450.00520 1574B 125 mm x 80 mm dia each 600.00521 1574C 125 mm x 100 mm dia each 600.00522 1574D 150 mm x 80 mm dia each 800.00523 1574E 150 mm x 100 mm dia each 800.00524 1574F 150 mm x 125 mm dia each 800.00

(Finolex/Jain)525 1616AA UPVC Pipe-20mm dia. (1 MPa) metre 11.80526 1616BB UPVC Pipe-25mm dia. (1 MPa) metre 18.00527 1616C UPVC Pipe-32mm dia. (1 MPa) metre 28.30528 1616D UPVC Pipe-40mm dia.(1 MPa) metre 44.85529 1616E UPVC Pipe-50mm dia. (1 MPa) metre 68.90530 1616F UPVC Pipe-63mm dia. (1 MPa) metre 106.40531 1616G UPVC Pipe-75mm dia. (1 MPa) metre 151.90532 1616H UPVC Pipe-90mm dia.(1 MPa) metre 217.25533 1616I UPVC Pipe-110mm dia. (1 MPa) metre 324.65534 1616J UPVC Pipe-140mm dia. (1 MPa) metre 523.20535 1616K UPVC Pipe-160 mm dia (1 MPa) metre 684.35536 1616L UPVC Pipe-180 mm dia (1 MPa) metre 886.40537 1616M UPVC Pipe- 200 mm dia(1 MPa) metre 1095.10538 1617AA UPVC Pipe-40mm dia. (0.6 MPa) metre 28.20539 1617BB UPVC Pipe-50mm dia. (0.6 MPa) metre 41.90540 1617C UPVC Pipe-63mm dia. (0.6 MPa) metre 69.80541 1617D UPVC Pipe-75mm dia. (0.6 MPa) metre 96.50542 1617E UPVC Pipe-90mm dia.(0.6 MPa) metre 135.40543 1617F UPVC Pipe-110mm dia. (0.6 MPa) metre 198.40544 1617G UPVC Pipe-140mm dia. (0.6 MPa) metre 327.65545 1617H UPVC Pipe-160 mm dia (0.6 MPa) metre 422.00

UPVC Pipes conforming to IS 4985 and ISI Marked.

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546 1617I UPVC Pipe-180 mm dia (0.6 MPa) metre 530.30547 1617J UPVC Pipe- 200 mm dia (0.6 MPa) metre 652.30548 1618AA UPVC Pipe-63mm dia.(0.4 MPa) metre 46.45549 1618BB UPVC Pipe-75mm dia. (0.4 MPa) metre 66.50550 1618C UPVC Pipe-90mm dia. (0.4 MPa) metre 93.20551 1618D UPVC Pipe-110mm dia. (0.4 MPa) metre 134.80552 1618E UPVC Pipe-140mm dia. (0.4 MPa) metre 223.00553 1618F UPVC Pipe-160mm dia. (0.4 MPa) metre 295.00554 1618G UPVC Pipe-180mm dia. (0.4 MPa) metre 378.00555 1618H UPVC Pipe-200mm dia. (0.4 MPa) metre 465.00

(Finolex/Jain)556 8021A 20mm (1 MPa) each 6.30557 8021B 25mm (1 MPa) each 6.75558 8021C 32mm (1 MPa) each 11.00559 8021D 40mm (1 MPa) each 17.85560 8021E 50mm (1 MPa) each 31.00561 8021F 63mm (1 MPa) each 52.00562 8021G 75mm (1 MPa) each 80.00563 8021H 90mm (1 MPa) each 125.00564 8021I 110mm (1 MPa) each 195.00565 8021J 75mm (0.6 MPa) each 31.00566 8021K 90mm (0.6 MPa) each 46.00567 8021L 110mm (0.6 MPa) each 91.00568 8021M 140mm (0.6 MPa) each 149.50569 8021N 160mm (0.6 MPa) each 198.00

(Finolex/Jain)570 8022A 63mm x 50mm each 62.25571 8022B 75mm x 50mm each 70.15572 8022C 90mm x 50mm each 108.10573 8022D 90mm X63mm each 115.00574 8022E 90mm x 75mm each 139.70575 8022F 110mm x 50mm each 184.00576 8022G 110mm x 63mm each 176.00577 8022H 110mm x 90mm each 145.00578 8022I 140mm x 50mm each 247.00579 8022J 140mm x 63mm each 331.00580 8022K 140mm x 90mm each 266.70581 8022L 140mm x 110mm each 231.00

UPVC moulded equal Tee conforming to IS 7834 and ISI Marked.

UPVC moulded unequal Tee 0.6MPa conforming to IS 7834 and ISI Marked.

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582 8022M 160mm x 50mm each 383.00583 8022N 160mm x 63mm each 440.45584 8022O 160mm x 90mm each 350.00585 8022P 160mm x 110mm each 332.20586 8022Q 160mm x 140mm each 727.40

(Finolex/Jain)587 8023A 20mm (1 MPa) each 6.25588 8023B 25mm (1 MPa) each 9.40589 8023C 32mm (1 MPa) each 10.25590 8023D 40mm (1 MPa) each 17.60591 8023E 50mm (1 MPa) each 29.00592 8023F 63mm (0.6 MPa) each 55.00593 8023G 75mm (0.6 MPa) each 71.00594 8023H 90mm (0.6 MPa) each 112.00595 8023I 110mm (0.6 MPa) each 135.00596 8023J 140mm (0.6 MPa) each 152.00597 8023K 160mm (0.4 MPa) each 129.00

(Finolex/Jain)598 8024A 25mm x 20mm(1 MPa) each 3.85599 8024B 32mm x 25mm(1 MPa) each 6.05600 8024C 40mm x 32mm(1 MPa) each 8.80601 8024D 50mm x 40mm(1 MPa) each 18.75602 8024E 63mm x 40mm(0.6 MPa) each 15.90603 8024F 63mm x 50mm(0.6 MPa) each 16.50604 8024G 75mm x 63mm(0.6 MPa) each 30.20605 8024H 90mm x 63mm(0.6 MPa) each 38.50606 8024I 90mm x 75mm(0.6 MPa) each 46.00607 8024J 110mm x 75mm(0.6 MPa) each 72.00608 8024K 110mm x 90mm(0.6 MPa) each 66.50609 8024L 160mm x 110mm(0.6 MPa) each 160.80610 8024M 160mm x 140mm(0.6 MPa) each 165.70

(Finolex/Jain)

611 8025A 20mm (1 MPa) each 3.20

612 8025B 25mm (1 MPa) each 4.65613 8025C 32mm (1 MPa) each 6.60

UPVC moulded reducer coupler conforming to IS 7834 and ISI Marked.

UPVC moulded elbow conforming to IS 7834 and ISI Marked.

UPVC moulded plain coupler conforming to IS 7834 and ISI Marked.

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614 8025D 40mm (1 MPa) each 14.60615 8025E 50mm (1 MPa) each 24.00616 8025F 63mm (1 MPa) each 38.50617 8025G 75mm (1 MPa) each 51.00618 8025H 90mm (1 MPa) each 92.00619 8025I 110mm (1 MPa) each 187.00620 8025J 63mm (0.6 MPa) each 14.10621 8025K 75mm (0.6 MPa) each 22.30622 8025L 90mm (0.6 MPa) each 36.00623 8025M 110mm (0.6 MPa) each 57.50624 8025N 140mm (0.6 MPa) each 111.50625 8025O 160mm (0.4 MPa) each 182.00

(Finolex/Jain)626 8026A 20X15mm(1 MPa) each 3.25627 8026B 25X20mm(1 MPa) each 7.50628 8026C 32X25mm(1 MPa) each 10.00629 8026D 40X32mm(1 MPa) each 14.50630 8026E 50X40mm(0.6 MPa) each 18.50631 8026F 63X50mm(0.6 MPa) each 25.00632 8026G 75X63mm(0.6 MPa) each 46.00633 8026H 90X75mm(0.6 MPa) each 66.00634 8026I 110X90mm(0.6 MPa) each 88.00

(Finolex/Jain)635 8027A 20mmX15mm(1 MPa) each 7.20636 8027B 25mmX20mm(1 MPa) each 9.25637 8027C 32mmX25mm(1 MPa) each 13.00638 8027D 75mmX63mm(0.6 MPa) each 50.50639 8027E 90mmX63mm(0.6 MPa) each 69.00640 8027F 90mmX75mm(0.6 MPa) each 76.00

(Finolex/Jain)641 8028A 20mm (1 MPa) each 2.10642 8028B 25mm (1 MPa) each 3.15643 8028C 32mm (1 MPa) each 4.15644 8028D 40mm (1 MPa) each 11.45

UPVC moulded male threaded adopter suitable for UPVC - GI connection conforming to IS 7834 and ISI Marked.

UPVC moulded Female threaded adopter suitable for UPVC - GI connection conforming to IS 7834 and ISI Marked.

UPVC end cap(Plain/ Threaded) moulded conforming to IS 7834 and ISI Marked.

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645 8028E 50mm (1 MPa) each 15.60646 8028F 63mm (0.6 MPa) each 18.75647 8028G 75mm (0.6 MPa) each 28.15648 8028H 90mm (0.6 MPa) each 47.00649 8028I 110mm (0.6 MPa) each 52.00650 8028J 140mm (0.6 MPa) each 89.00651 8028K 160mm (0.6 MPa) each 122.65652 8028L 180mm (0.6 MPa) each 180.00653 8028M 200mm (0.6 MPa) each 219.00

(Finolex/Jain)654 8029A 63mm each 15.00655 8029B 75mm each 23.50656 8029C 90mm each 26.00657 8029D 110mm each 35.75658 8029E 140mm each 79.00659 8029F 160mm each 114.00660 8029G 180mm each 185.00661 8029H 200mm each 249.00

UPVC Moulded Saddle set 0.6MPa conforming to IS 7834 and ISI Marked.(Finolex/Jain)

662 8030A 63mm X 20mm each 43.70663 8030B 75mm x 20mm each 45.85664 8030C 90mm x 20mm each 51.15665 8030D 110mmx20mm each 61.45666 8030E 140mm x 20mm each 128.50667 8030F 160mmx20mm each 157.00


UPVC moulded tail piece without flange 0.6MPa conforming to IS 7834 and ISI Marked.

UPVC Fabricated Coupler 0.4MPa conforming to IS 10124 and ISI Marked.

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(Finolex/Jain)700 8035A 63mm each 40.00701 8035B 75mm each 60.00702 8035C 90mm each 100.00703 8035D 110mm each 140.00704 8035E 140mm each 300.00705 8035F 160mm each 440.00706 8035G 180mm each 705.00

UPVC Fabricated Bend 0.4MPa conforming to IS 10124 and ISI Marked.

UPVC Fabricated Bend 0.6MPa conforming to IS 10124 and ISI Marked.

UPVC Fabricated Coupler 1MPa conforming to IS 10124 and ISI Marked.

UPVC Fabricated Coupler 0.6MPa conforming to IS 10124 and ISI Marked.

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707 8035H 200mm each 1097.00


716 1854 Stone ware pipe -100mm dia each 50.00717 1855 Stone ware pipe -150mm dia each 90.00718 1856 Stone ware pipe -200mm dia each 151.37719 1857 Stone ware pipe -230mm dia each 195.00720 1858 Stone ware pipe -250mm dia each 240.00721 1859 Stone ware pipe -300mm dia each 443.50722 3803 Stone ware pipe -375mm dia each 775.82

723 1626B Stoneware 150x150mm "Y" joint no 190.00724 1626C Stoneware 200x150mm "Y" joint no 250.00725 1626D Stoneware 250x150mm "Y" joint no 310.00726 1626E Stoneware 300x150mm "Y" joint no 540.00727 1626F Stoneware 375x150mm "Y" joint no 970.00

Ductile iron manhole cover(NECO / ACL /AREACO)

728 1358 DI manhole cover- 560mm dia circular hinged cover with squareframe.( Not less than 80 Kg for a test load of 25 ton) each 6300.00

729 1358A DI manhole cover- 560mm dia circular hinged cover with squareframe.( Not less than 90 Kg for a test load of 40 ton) each 7087.00

730 1359 DI Rectangular IC Cover 450x600mm Rectangular Hinged cover with frame.(Not less than 70 Kg for a test load of 12.5 ton) each 5511.00

Precast concrete manhole cover conforming to IS 12592

731 1362A Precast concrete manhole cover- 560mm dia circular cover with frame.( Not less than 179 Kg for a test load of 20 ton) each 1750.00

732 1361A Precast concrete manhole cover- 600mm dia circular cover with frame.( Not less than 225 Kg for a test load of 35 ton) each 2700.00

Stone ware pipes conforming to IS 651 and ISI Marked.

UPVC Fabricated Bend 1MPa conforming to IS 10124 and ISI Marked.

Stoneware "Y" joint conforming to IS 651 and ISI Marked.

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733 1364A Precast concrete rectangular cover 450x600mm Rectangular cover with frame.(Not less than 109 Kg for a test load of 10 ton) each 1200.00

734 1363A Precast concrete rectangular cover 450x600mm Rectangular cover with frame.(Not less than 222 Kg for a test load of 20 ton) each 1900.00

735 B001 150mm plain UPVC casing pipe Class 'CM' IS 12818 metre 579.00736 B002 200mm plain UPVC casing pipe Class 'CM' IS 12818 metre 1052.00737 B003 150mm slotted UPVC casing pipe Class RS IS 12818 metre 725.00738 B004 200mm slotted UPVC casing pipe Class RS IS 12818 metre 1253.00739 B005 M.S. centering guide 150mm metre 100.00740 B006 M.S. centering guide 200mm metre 150.00741 B007 M.S. endcap 200mm each 850.00742 B008 UPVC cone 150mm each 350.00743 B009 UPVC cone 200mm each 650.00744 B011 Pebbles cum 1800.00745 B012 Clay ball cum 1415.00746 B013 M.S Top cover No 300.00

Miscellaneous747 2736 Rubber sheet 3.2mm thick kg 50.00748 1397 Pig lead (Australian lead of 99.97% purity) kg 180.00749 8002 Polyethylene water storage tank-upto 2000 litres (Sintex ISI ) litre 6.50750 8003 Polyethylene water storage tank-upto 5000 litres (Sintex ISI ) litre 6.80751 8004 Polyethylene water storage tank-upto 10000 litres (Sintex ISI ) litre 7.50752 8012 Polyethylene water storage tank-above 10000 litre (Sintex ISI ) litre 8.50753 8001 Adhesive solvent cement litre 270.00754 1371 Hydrant (FIRE) 2 Kg each 1600.00755 1371A Hydrant (FIRE) 4.5 Kg each 2400.00756 1693 Hand pump each 1200.00757 0999 Shellac litre 200.00758 1000 Spirit litre 28.00759 1881 Spunyarn kg 65.00760 1395 Juteyarn kg 45.00761 1398 "L" Clamp 30 cm long (12mm Dia) no 60.00762 1399 Hire charge for pipe cutting machine day 200.00763 1400 Hire charge for pipe grinding machine day 200.00764 1401 G.I Waste Not Tap -15mm(ALTO/GIFVAL) each 90.00765 1401A G.I Waste Not Tap -20mm(ALTO/GIFVAL) each 140.00766 1402 Brass Bib cock-20mm each 120.00

UPVC Casing pipe & accessories for borewell works:

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767 8013 M.S Bolts& nuts kg 60.00768 8037 Water meter (incl.testing)15mm(Dasmesh) each 510.00

769 ES300 5 HP submersible pumpset no 22700.00770 ES301 5 HP submersible pumpset(Open well) no 21450.00771 ES302 7.5 HP submersible pumpset no 29200.00772 ES303 7.5 HP submersible pumpset(Open well) no 25654.00773 ES304 10 HP submersible pumpset no 34675.00774 ES305 10 HP submersible pumpset(Open well) no 34875.00775 ES306 12.5 HP submersible pumpset no 39280.00776 ES307 15 HP submersible pumpset no 44625.00777 ES308 17.5 HP submersible pumpset no 49994.00778 ES309 20 HP submersible pumpset no 53840.00779 ES310 25 HP submersible pumpset no 62900.00780 ES311 30 HP submersible pumpset no 69980.00781 ES312 35 HP submersible pumpset no 75430.00782 ES313 40 HP submersible pumpset no 89925.00

783 EC320 5 HP Monoblock centrifugal pumpset no 20500.00784 EC321 7.5 HP Monoblock centrifugal pumpset no 23750.00785 EC322 10 HP Monoblock centrifugal pumpset no 29225.00

Centrifugal motor pumpset (Jyothi/Kirloskar/Beacon)786 EC330 15 HP Centrifugal motor pumpset no 118710.00787 EC331 20 HP Centrifugal motor pumpset no 129500.00788 EC332 25 HP Centrifugal motor pumpset no 146780.00789 EC333 30 HP Centrifugal motor pumpset no 168400.00790 EC334 40 HP Centrifugal motor pumpset no 214770.00791 EC335 50 HP Centrifugal motor pumpset no 238500.00792 EC336 60 HP Centrifugal motor pumpset no 248230.00793 EC337 75 HP Centrifugal motor pumpset no 302195.00794 EC338 100 HP Centrifugal motor pumpset no 503100.00

Vacuum pumpset (Kirloskar/Maxwell/Dekkar)795 EV345 2 HP Vacuum pumpset no 23000.00796 EV346 3 HP Vacuum pumpset no 34540.00797 EV347 5 HP Vacuum pumpset no 95500.00

Monoblock centrifugal pumpset (Texmo/KSB/Kirloskar/Calama)

Submersible pumpset (Texmo/KSB/Kirloskar/Calama)

Silent Diesel Generator Set and Accessories (Kirloskar/Leyland/Ruston/Greaves Cotton/Cummins make air / water cooled)

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798 EG350 30 KVA / 24 KW Generator set (Air cooled) no 429804.00799 EG351 40 KVA / 32 KW Generator set (Air cooled) no 465490.00800 EG352 50 KVA / 40 KW Generator set (Air cooled) no 570515.00801 EG353 62.5 KVA / 50 KW Generator set (Air cooled) no 600098.00802 EG354 75 KVA / 60 KW Generator set (Water cooled) no 607006.00803 EG355 82.5 KVA / 66 KW Generator set (Water cooled) no 609569.00804 EG356 100 KVA / 80 KW Generator Set (Water cooled) no 732091.00805 EG357 125 KVA / 100 KW Generator set (Water cooled) no 790390.00806 EG358 160 KVA / 128 KW Generator set (Water cooled) no 1033833.00807 EG359 200 KVA / 160 KW Generator Set (Water cooled) no 1193000.00808 EG360 250 KVA / 200 KW Generator Set (Water cooled) no 1487000.00

30 KVA / 24 KW Generator set (Water cooled) no 325000.0040 KVA / 32 KW Generator set (Water cooled) no 410000.0050 KVA / 40 KW Generator set (Water cooled) no 450000.00

UPVC CASING PIPE & ACCESSORIES FOR BOREWELLWORKS:

813 150MM Plain UPVC casing pipe class 'CM' IS 12818 Metre 608.00814 200MM Plain UPVC casing pipe class 'CM' IS 12819 Metre 1105.00815 150MM Slotted UPVC casing pipe class RSIS 12818 Metre 762.00816 200MM Slotted UPVC casing pipe class RSIS 12818 Metre 1316.00817 UPVC cone 150 mm Each 368.00818 UPVC cone 200 mm Each 683.00

ADDITIONAL BASIC RATES FOR WATER SUPPLY ANDSEWERAGE WORKS(PVC Pipes: (Finolex / Jain)160 mm dia. (4 Kg / Sqcm) Metre 307.00180 mm dia. (4 Kg / Sqcm) Metre 397.00200 mm dia. (4 Kg / Sqcm) Metre 483.00250 mm dia. (4 Kg / Sqcm) Metre 727.00280 mm dia. (4 Kg / Sqcm) Metre 963.00315 mm dia. (4 Kg / Sqcm) Metre 1226.00160 mm dia. (6 Kg / Sqcm) Metre 450.00180 mm dia. (6 Kg / Sqcm) Metre 559.00200 mm dia. (6 Kg / Sqcm) Metre 697.00250 mm dia. (6 Kg / Sqcm) Metre 1072.00280 mm dia. (6 Kg / Sqcm) Metre 1415.00315 mm dia. (6 Kg / Sqcm) Metre 1844.0090 mm dia (10 Kg/Sqcm) Metre 227.00110 mm dia. (4 Kg / Sqcm) Metre 332.00140 mm dia. (4 Kg / Sqcm) Metre 538.00160 mm dia. (4 Kg / Sqcm) Metre 592.00

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180 mm dia. (4 Kg / Sqcm) Metre 855.00200 mm dia. (4 Kg / Sqcm) Metre 1117.00250 mm dia. (4 Kg / Sqcm) Metre 1845.00280 mm dia. (4 Kg / Sqcm) Metre 2318.00315 mm dia. (4 Kg / Sqcm) Metre 2945.00JCB Hour 650.00Dozzer(Tractor) Hour 450.00Dozzer(chain wheel) Hour 850.00

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t

v

CARRIAGE OF MATERIALS BY MECHANICAL TRANSPORT INCLUDING LOADING, UNLOADING AND STACKINGFOR THE YEAR 2009-2010 (KARAIKAL REGION)

- - - - - - - - - - - - - -Code Materials Unit Incidental Rate Loading Unloading

Charges - - - - - - - - charge chargeto be 1Km 2Km 3Km 4Km 5Km Beyond Beyond Beyondadopted 5Km 10Km 20Km initially upto upto per Km

10 Km 20 Kmper Km per Km

- - - - - - - - - - - - - -1 2 3 4 4 5 6 7 8 9 10 11 12 13

- - - - - - - - - - - - - -1.1.1 a) Lime moorum, building

rubbish, earth, manureor sludge and excavatedrocks:

i) Lime,Mo cum 9.87 38.83 44.48 50.09 55.49 60.76 4.76 4.01 3.36 11.5 11.5 Surki,building rubbish and brick jellyii) Earth cum 5.48 48.53 55.6 62.61 69.36 75.94 5.95 5.01 4.2 13.14 13.14iii) Manure cum 9.87 42.2 48.35 54.44 60.32 66.04 5.17 4.35 3.65 11.5 11.5iv) Excava cum 19.74 77.66 88.97 100.17 110.98 121.51 9.52 8.01 6.72 23 23

a) Sand, stone aggregate and soling stone

i) Sand cum 6.58 38.83 44.48 50.09 55.49 60.76 4.76 4.01 3.36 13.14 13.14

ii) Stone aggregate below 40mm nominal size cum 65.8 38.83 44.48 50.09 55.49 60.76 4.76 4.01 3.36 17.42 17.42iii) Stone aggregate 40mm and abo cum 65.8 42.2 48.35 54.44 60.32 66.04 5.17 4.35 3.65 17.42 17.42

s

o

e

d

dd

iv) Soling cum 49.35 45.68 52.33 58.92 65.28 71.48 5.6 4.71 3.95 13.14 13.14 masonary stone

1.1.2 Bricks 1000nos 49.35 103.54 118.62 133.56 147.98 162.01 12.69 10.68 8.96 19.72 19.721.1.3 Tiles 1000nos 23.03 62.12 71.17 80.14 88.79 97.21 7.62 6.41 5.38 8.22 8.22- - - - - - - - - - - - - -

1 2 3 4 4 5 6 7 8 9 10 11 12 13- - - - - - - - - - - - - -1.1.4 Cement,St tonne 23.03 34.51 39.54 44.52 49.33 54 4.23 3.56 2.99 32.86 32.86

G.I.,C.I.,A.C.,and CC. pipes below 100mmdia.,other heavy materialsrice and wheat.

1.1.5 Steel and I tonne 23.03 34.51 39.54 44.52 49.33 54 4.23 3.56 2.99 32.86 32.861.1.6 Timber cum 9.87 44.37 50.84 57.24 63.42 69.43 5.44 4.58 3.84 11.5 11.51.1.7 Tar,Bitum tonne 49.35 38.83 44.48 50.09 55.49 60.76 4.76 4.01 3.36 24.65 24.651.1.7A Solvent qtl 4.94 3.88 4.45 5.01 5.55 6.08 0.48 0.4 0.34 2.46 2.461.1.8 Steam coa tonne 9.87 44.37 50.84 57.24 63.42 69.43 5.44 4.58 3.84 11.5 11.51.1.9 S.W.pipes-

(a)100mm 100 m 26.87 51.77 59.31 66.78 73.99 81.01 6.35 5.34 4.48 38.34 38.34(b)150mm 100 m 53.74 103.54 118.62 133.56 147.98 162.01 12.69 10.68 8.96 76.67 76.67(c)200mm d100 m 89.56 172.57 197.71 222.6 246.63 270.02 21.16 17.8 14.93 127.79 127.79(d)230mm 100 m 127.94 246.52 282.44 318 352.33 385.75 30.22 25.43 21.33 182.56 182.56(e)250mm 100 m 153.53 295.83 338.92 381.6 422.79 462.9 36.27 30.51 25.6 219.07 219.07(f)300mm 100 m 191.92 369.79 423.65 477 528.49 578.62 45.33 38.14 32 273.83 273.83(g)350mm 100 m 268.68 517.7 593.12 667.8 739.88 810.07 63.47 53.4 44.8 383.37 383.37(h)400mm 100 m 383.83 739.57 847.31 954 1056.98 1157.24 90.67 76.29 64 547.67 547.67(i)450mm 100 m 488.52 941.27 1078.39 1214.18 1345.24 1472.85 115.39 97.09 81.45 697.03 697.03(j)500mm 100 m 537.37 1035.4 1186.23 1335.6 1479.77 1620.13 126.93 106.8 89.6 766.73 766.73(k)600mm d100 m 671.71 1294.25 1482.79 1669.5 1849.71 2025.17 158.67 133.5 112 958.42 958.42

1.1.10 R.C.C.pipes,A.C.pipesSteel cylinder,R.C.Pipes,C.I.Pipes and Unrein-forced cement pipes(a)100 mm 100 m 44.05 84.87 97.23 109.48 121.29 132.8 10.4 8.75 7.34 62.85 62.85(b)125 mm 100 m 58.84 113.36 129.88 146.23 162.02 177.39 13.9 11.69 9.81 83.95 83.95

d

MRR

(c)150 mm 100 m 73.41 141.45 162.05 182.46 202.15 221.33 17.34 14.59 12.24 104.74 104.74(d)200 mm 100 m 119.41 230.09 263.61 296.8 328.84 360.03 28.21 23.73 19.91 170.39 170.39(e)250 mm 100 m 169.69 326.97 374.6 421.77 467.29 511.62 40.08 33.73 28.29 242.13 242.13(f)300 mm 100 m 209.74 404.14 463.01 521.31 577.58 632.37 49.54 41.69 34.97 299.27 299.27(g)350 mm 100 m 248.4 478.61 548.34 617.38 684.02 748.91 58.67 49.37 41.42 354.42 354.42(h)400 mm 100 m 400.42 771.54 883.93 995.23 1102.66 1207.25 94.59 79.58 66.77 571.34 571.34(i)450,500 100 m 489.4 942.99 1080.36 1216.39 1347.69 1475.53 115.6 97.27 81.6 698.3 698.3(j)600,700,750 and 800 mm 100 m 734.11 1414.48 1620.54 1824.59 2021.54 2213.3 173.41 145.9 122.4 1047.45 1047.45

Note: 1. The above rates includes stacking charges. 2. For Code No. 1.1.1 the rates will be applicable to net quantities after deduction of prescribed percentage for voids mentioned in the C.P.W.D. specification under Sub-Head "Carriage of Materials".

CARRIAGE OF MATERIALS BY MANUAL LABOUR INCLUDING LOADING UNLOADING AND- - - - - - - -STACKING FOR LEAD LESS THAN 0.5 KM- 1995-96- - - -(i)LIGHT MATERIALS-DATA SHEET FOR ANALYSIS OF RATES.- - - - -RATE OF 58RATE FO 46RATE FO 61

1 . Carriage of Materials Code No. Description Unit Rate Rs.

1.3.1 Loading in or unloading cement from the Railway wagons at tonne 38.74 siding and carrying the same from or into godowns adjacent to the siding, including stacking the same properly in rows upto any height as per direction of Engineer-in-charge, sweeping the wagons and screening the swept cement and filling in bags complete.

1.3.2A Loading in or unloading from the Railway wagons as per tonne 56.84 direction of Engineer-in-charge. - (steel)

1.3.2B Loading in or unloading from the Railway wagons as per the tonne 34.46 direction of Engineer-in-charge - G.I,C.I,R.C.C or C.C pipes upto 500 mm dia and similar heavy materials.

1.3.2C Loading in or unloading from the Railway wagons as per the tonne 75.34 direction of Engineer-in-charge - Heavy materials where each piece or bundle, crate or case weighs more than one tonne and R.C.C., C.I. and concrete pipes above 500 mm dia.

1.3.3 Extra for sorting the steel size-wise inside the store yard and tonne 95.90 stacking the same for measurement within the lead of 100 metres as directed by the engineer-in-charge.

Karaikal Page 1

2 . Earth Work Code No. Description Unit Rate Rs.

2.1.1 Earth work in surface excavation not exceeding 30cm in cum. 197.08 depth but exceeding 1.5m in width as well as 10sqm on plan including disposal of excavated earth upto 50m and lift upto 1.5m, disposed soil to be levelled and neatly dressed - all kinds of soil.

2.2.1 Earth work in rough excavation, banking excavated earth in cum 225.07 layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2tonne roller, or wooden or steel rammers, and rolling every third and topmost layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50m and lift upto 1.5m -all kinds of soil.

2.3.1 Banking excavated earth in layers not exceeding 20cm.in cum 138.26 depth, breaking clods, watering, rolling each layer with 1/2tonne roller, or wooden or steel rammers, and rolling every third and topmost layer with power roller of minimum 8tonnes and dressing up; in embankments for roads, flood banks, marginal banks, and guide banks, etc. lead up to 50m and lift upto 1.5m - all kinds of soil.

2.3.1A Supplying and filling with good earth (excluding rock) in layers cum 268.53 not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes capacity including all leads and lift (payment will be made based on level measurement).

2.4 Deduct for not rolling with power roller of minimum 8 tonnes cum 1.09 for banking excavated earth in layers not exceeding 20cm in depth.

2.4A Supplying and filling with good earth (excluding rock) in layers cum 266.25 not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, including all leads and lift etc., complete for making play fields, running trees and courtyards.

2.5 Deduct for not watering the excavated earth for banking. cum 9.39 2.6.1 Earth work in excavation over areas (exceeding 30cm in cum 190.51 depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly dressed - all kinds of

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2.7.1 Earth work in excavation over areas (exceeding 30cm in cum 299.31 depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed - ordinary

2.7.2 Earth work in excavation over areas (exceeding 30cm in cum 404.23 depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed - hard rock (requiring blasting).

2.7.3 Earth work in excavation over areas (exceeding 30cm in cum 660.38 depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed - hard rock (blasting prohibited).

2.8.1 Earth work in excavation in foundation trenches or drains cum 194.74 (not exceeding 1.5m in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m. including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m - all kinds of

2.9.1 Excavation work in foundation trenches or drains not cum 330.61 exceeding 1.5m in width or 10sqm on plan, including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m - ordinary

2.9.2 Excavation work in foundation trenches or drains not cum 445.11 exceeding 1.5m in width or 10sqm on plan, including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m - hard rock (requiring blasting).

2.9.3 Excavation work in foundation trenches or drains not cum 681.14 exceeding 1.5m in width or 10sqm on plan, including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m - hard rock (blasting prohibited).

2.10.1.1 Excavating trenches of required width for pipes, cables, etc. metre 121.72 including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating Karaikal Page 3

2 . Earth Work Code No. Description Unit Rate Rs. each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed within a lead of 50m - all kinds of soil - pipes, cables etc. not exceeding 80mm dia.

2.10.1.2 Excavating trenches of required width for pipes, cables, etc. metre 198.81 including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed within a lead of 50m - all kinds of soil - pipes, cables etc. exceeding 80mm dia. but not exceeding 300mm dia.

2.10.1.3 Excavating trenches of required width for pipes, cables, etc. metre 310.38 including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed within a lead of 50m - all kinds of soil - pipes, cables etc. exceeding 300mm dia.

2.11 Extra for excavating trenches for pipes, cables etc. in all kinds Rmt 459.69 of soil for depth exceeding 1.5m, but not exceeding 3m.

2.12 Extra for excavating trenches for pipes, cables, etc. in all Rmt 867.31 kinds of soil exceeding 3m in depth, but not exceeding 4.5m.

2.13.1.1 Excavating trenches of required width for pipes, cables, etc. metre 188.53 including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - ordinary rock - pipes, cable etc. not exceeding 80mm dia.

2.13.1.2 Excavating trenches of required width for pipes, cables, etc. metre 466.83 including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - ordinary rock - pipes, cable etc. exceeding 80mm dia. but not exceeding 300mm dia.

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2.13.1.3 Excavating trenches of required width for pipes, cables, etc. metre 537.23 including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - ordinary rock - pipes, cable etc. exceeding 300mm dia.

2.13.2.1 Excavating trenches of required width for pipes, cables, etc. metre 243.29 including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - hard rock (requiring blasting). - pipes, cables etc. not exceeding 80 mm dia.

2.13.2.2 Excavating trenches of required width for pipes, cables, etc. metre 602.42 including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - hard rock (requiring blasting) - pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia.

2.13.2.3 Excavating trenches of required width for pipes, cables, etc. metre 693.23 including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - hard rock (requiring blasting) - pipes, cables etc. exceeding 300mm dia.

2.13.3.1 Excavating trenches of required width for pipes, cables, etc. metre 354.81 including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m -

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2 . Earth Work Code No. Description Unit Rate Rs. hard rock (blasting prohibited) - pipes, cables etc. not exceeding 80mm dia.

2.13.3.2 Excavating trenches of required width for pipes, cables, etc. metre 878.57 including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - hard rock (blasting prohobited) - pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia.

2.13.3.3 Excavating trenches of required width for pipes, cables, etc. metre 1011.08 including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - hard rock (blasting prohibited) - pipes, cables etc. exceeding 300mm dia.

2.14 Extra for excavating trenches for pipes, cables, etc. in metre 1219.55 ordinary/hard rock exceeding 1.5m in depth but not exceeding 3m.

2.16.1 Close timbering in trenches including strutting, shoring and sqm 71.41 packing cavities (wherever required) complete (Measurements to be taken of the face area timbered) - depth not exceeding 1.5m.

2.16.2 Close timbering in trenches including strutting, shoring and sqm 75.08 packing cavities (wherever required) complete (measurements to be taken of the face area timbered) - depth exceeding 1.5m but not exceeding 3m.

2.16.3 Close timbering in trenches including strutting, shoring and sqm 83.47 packing cavities (wherever required) complete (measurements to be taken of the face area timbered) - depth exceeding 3m but not exceeding 4.5m.

2.17.1 Close timbering in case of shafts, wells, cesspits, manholes and sqm 74.80 the like including strutting, shoring and packing cavities (wherever required) complete (measurements to be taken of the face area timbered - depth not exceeding 1.5m.

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2.17.2 Close timbering in case of shafts, wells, cesspits, manholes and sqm 82.77 the like including strutting, shoring and packing cavities (wherever required) complete (measurements to be taken of the face area timbered - depth exceeding 1.5m but not exceeding 3m.

2.17.3 Close timbering in case of shafts, wells, cesspits, manholes and sqm 91.14 the like including strutting, shoring and packing cavities (wherever required) complete (measurements to be taken of the face area timbered - depth exceeding 3m but not exceeding 4.5m.

2.18.1 Close timbering over area including strutting, shoring and sqm 64.73 packing cavities (wherever required) and use and waste of raking shores complete (measurements to be taken of the face area timbered) - depth not exceeding 1.5m.

2.18.2 Close timbering over areas including strutting, shoring and sqm 69.06 packing cavities (wherever required) and use and waste of raking shores complete (measurements to be taken of the face area timbered ) - depth exceeding 1.5m but not exceeding

2.18.3 Close timbering over areas including strutting, shoring and sqm 73.79 packing cavities (wherever required) and use and waste of raking shores complete (measurements to be taken of the face area timbered, - depth exceeding 3m but not exceeding

2.19 Extra for planking, strutting and packing material for cavities sqm. 933.58 (in close timbering) if required to be left permanently in position (face area of timber permanently left to be measured).

2.20.1 Open timbering in trenches including strutting and shoring sqm 35.73 complete (Measurements to be taken of the face area timbered) - depth not exceeding 1.5m.

2.20.2 Open timbering in trenches including strutting and shoring sqm 38.09 complete (Measurements to be taken of the face area timbered) - depth exceeding 1.5m but not exceeding 3m.

2.20.3 Open timbering in trenches including strutting and shoring sqm 41.92 complete (Measurements to be taken of the face area timbered) - depth exceeding 3m but not exceeding 4.5m.

2.21.1 Open timbering in case of shafts, wells, cesspits, manholes and sqm 32.31 the like including strutting and shoring complete (measurements to be taken of the face area timbered) - depth not exceeding 1.5m.

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2.21.2 Open timbering in case of shafts, wells, cesspits, manholes and sqm 36.00 the like including strutting and shoring complete (measurements to be taken of the face area timbered) - depth exceeding 1.5m but not exceeding 3m.

2.21.3 Open timbering in case of shafts, wells, cesspits, manholes and sqm 40.85 the like including strutting and shoring complete (measurements to be taken of the face area timbered) - depth exceeding 3m but not exceeding 4.5m.

2.22.1 Open timbering over areas including strutting, shoring and sqm 23.92 use/and waste of raking shores, complete (Measurements to be taken of the face area timbered) - depth not exceeding 1.5m.

2.22.2 Open timbering over areas including strutting, shoring and sqm 26.56 use/and waste of raking shores, complete (Measurements to be taken of the face area timbered) - depth exceeding 1.5m but not exceeding 3m.

2.22.3 Open timbering over areas including strutting, shoring and sqm 30.69 use/and waste of ranking shores, complete (Measurements to be taken of the face area timbered) - depth exceeding 3m but not exceeding 4.5m.

2.23 Extra for planking and strutting in open timbering if required sqm 465.51 to be left permanently in position (face area of the timber permanently left to be measured).

2.26 Filling available excavated earth (excluding rock) in trenches, cum 62.88 plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.

2.26B Supplying and filling with good earth (excluding rock) in cum 262.85 trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in deapth consolidating each deposited layers by ramming and watering etc. complete including all lead and lift.

2.27 Supplying and filling with red earth (excluding rock) including cum 356.70 cost and conveyance to the work site and stacking to the departmental gauge, spreading in layers not exceeding 20 cm in depth, watering and consolidation using 0.5 tonne roller, or wooden or steel rammers etc. complete for making play fields, running tracks and court yards.

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2 . Earth Work Code No. Description Unit Rate Rs. 2.27.1 Extra for every additional lift of 1.5m or part thereof in : all cum 28.51 kinds of soil.

2.27.2 Extra for every additional lift of 1.5m or part thereof : cum 51.15 ordinary or hard rock.

2.28 Supplying and filling in plinth with river sand under floors cum 790.75 including, watering, ramming consolidating and dressing complete.

2.29.1 Surface dressing of the ground including removing vegetation, 100sqm 734.60 and in-equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m - all kinds of soil.

2.30.1 Ploughing the existing ground to a depth of 15cm to 25cm 100sqm 762.53 and watering the same - all kinds of soil.

2.31.1 Excavating holes upto 0.5cum including getting out the each 101.06 excavated soil then returning the soil as required in layer not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soil; as directed within a lead of 50m and lift upto 1.5m - all kinds of soil.

2.31.3 Excavating holes upto 0.5cum including getting out the each 167.43 excavated soil then returning the soil as required in layer not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soil; as directed within a lead of 50m and lift upto 1.5m - ordinary rock

2.31.4 Excavating holes upto 0.5cum including getting out the each 244.60 excavated soil then returning the soil as required in layer not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soil; as directed within a lead of 50m and lift upto 1.5m - hard rock (requiring blasting).

2.31.5 Excavating holes upto 0.5cum including getting out the each 362.61 excavated soil then returning the soil as required in layer not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soil; as directed within a lead of 50m and lift upto 1.5m - hard rock (blasting prohibited)

2.32 Clearing jungle including uprooting of rank vegetation, grass, 100sqm 380.09 brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto Karaikal Page 9

2 . Earth Work Code No. Description Unit Rate Rs. a distance of 50m outside the periphery of the area cleared.(if however, only grass is met with the area will be measured and paid for under a separate item)

2.33 Clearing grass and removal of the rubbish upto a distance of 100sqm 196.55 50m outside the periphery of the area cleared.

2.34.1 Felling trees of the girth (measured at a height of 1m above each 117.79 ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material - beyond 30cm girth upto and including 60cm girth.

2.34.2 Felling trees of the girth (measured at a height of 1m above each 519.25 ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material - beyond 60cm girth upto and including 120cm girth.

2.34.3 Felling trees of the girth (measured at a height of 1m above each 2394.62 ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material - beyong 120cm girth upto and including 240cm girth.

2.34.4 Felling trees of the girth (measured at a height of 1m above each 4806.92 ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material - above 240cm girth.

2.35.1 Supplying chemical emulsion in sealed containers including litre 321.43 delivery as specified - chlorpyriphos emulsifiable concentrate of 20%.

2.36.1 Diluting and injecting chemical emulsion (to be supplied free sqm 134.63 of cost at site of work) for PRE-CONSTRUCTIONAL ANTI- termite treatment and creating a continuous chemical barrier under and alround the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surroundings of pipes and conduits etc. complete as per specifications (plinth area of the building at ground floor only shall be measured for payment) - chlorpyriphos emulsifiable concentrate 20 % with 1.0% concentration.

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2.37.1.1 Diluting and injecting chemical emulsion for post- metre 9.96 constructional anti-termite treatment - (excluding the cost of chemical emulsion) along external wall where the apron is not provided using chemical emulsion at the rate of 7.5 litres/sqm of the vertical surface of the substructure to a depth of 300 mm including excavating chennel along the wall and rodding etc. complete - with chlorpyriphos e.c. 20 % with 1%

2.37.2.1 Diluting and injecting chemical emulsion for post - metre 15.26 constructional anti-termite treatment - (excluding the cost of chemical emulsion) along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.- with chlorpyriphos e.c. 20 % with 1 % concentration.

2.37.3.1 Diluting and injecting chemical emulsion for post - sqm 76.59 constructional anti - termite treatment - (excluding the cost of chemical emulsion) treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 sand) to match the existing floor - with chlorpyriphos e.c. 20 % with 1 % concentration.

2.37.4.1 Diluting and injecting chemical emulsion for post - metre 11.59 constructional anti-termite treatment - (excluding the cost of chemical emulsion) treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 sand) to the full depth of the hole - with chlorpyriphos e.c. 20 % with 1 %

2.37.5 Diluting and injecting chemical emulsion for post- metre 89.28 constructional anti-termite treatment (excluding the cost of chemical emulsion) at points of contact of wood work by chemical emulsion chlorpyphos (in oil or kerosene based solution) at 0.5 litre/hole by drilling 6mm dia holes at a downward angle of 45 degree at 150mm centre to centre and sealing the same.

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4 . Concrete Work Code No. Description Unit Rate Rs.

4.1.4 Providing and laying lime concrete in footings and bases for cum 1889.40 columns,excluding cost of centring and shuttering with graded brick aggregate 40mm nominal size and 40% mortar comprising of 1 lime putty : 1 surkhi:1 fine sand.

4.2 Providing and laying on terrace upto floor five level lime cum 3037.42 concrete with graded brick aggregate 25mm nominal size and 50% mortar comprising of 1 lime : 2 surkhi.

4.5.1 Providing and laying in position cement concrete of specified cum 6242.28 grade excluding the cost of centring & shuttering- All work upto plinth level - 1:1:2 (1 cement : 1 sand : 2 graded stone aggregate 20mm nominal size).

4.5.2 Providing and laying in position cement concrete of specified cum 4879.13 grade excluding the cost of centring and shuttering - All work upto plinth level 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size).

4.5.3 Providing and laying in position cement concrete of specified cum 4445.78 grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

4.5.4 Providing and laying in position cement concrete of specified cum 4365.91 grade excluding the cost of centring and shuttering -All work upto plinth level 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 40mm nominal size)

4.5.5 Providing and laying in position cement concrete of specified cum 3891.66 grade excluding the cost of centring and shuttering - All work upto plinth level 1:3.6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size).

4.5.6 Providing and laying in position cement concrete of specified cum 3805.45 grade excluding the cost of centering and shuttering - All work upto plinth level 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size).

4.5.8 Providing and laying in position cement concrete of specified cum 3482.84 grade excluding the cost of centring and shuttering - All work upto plinth level 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size).

4.5.10 Providing and laying in position cement concrete of specified cum 3224.76 grade excluding the cost of centring and shuttering - All work upto plinth level 1:5:10 (1 cement : 5 sand : 10 graded stone Karaikal Page 12

4 . Concrete Work Code No. Description Unit Rate Rs. aggregate 40mm nominal size).

4.5.12 Providing and laying in position cement concrete of specified cum 2532.32 grade excluding the cost of centring and shuttering - All work upto plinth level 1:5:10 (1 cement : 5 sand : 10 graded brick aggregate 40mm nominal size).

4.6.1 Providing and laying cement concrete in retaining walls, cum 6669.56 return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing - 1:1:2 (1 cement : 1 sand : 2 graded stone aggregate 20mm nominal size).

4.6.2 Providing and laying cement concrete in retaining walls, cum 5306.40 return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing - 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size)

4.6.3 Providing and laying cement concrete in retaining walls, cum 4873.05 return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing - 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

4.6.4 Providing and laying cement concrete in retaining walls, cum 4793.18 return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing - 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 40mm nominal size )

4.6.5 Providing and laying cement concrete in retaining walls, cum 4318.94 return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor Karaikal Page 13

4 . Concrete Work Code No. Description Unit Rate Rs. blocks, plain window sill, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing - 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size).

4.6.6 Providing and laying cement concrete in retaining walls, cum 4232.72 return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sill, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing - 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size).

4.9.1 Centring and shuttering including strutting, propping etc. and sqm 137.55 removal of form work for - foundations, footings, bases for columns.

4.9.2 Centering and shuttering including strutting, propping etc. and sqm 243.09 removal of form work for - retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses plinth and string courses, fillets etc.

4.9.3 Centering and shuttering including strutting, propping etc. and sqm 319.00 removal of form work for - columns, piers, abutments, pillars, posts and struts.

4.10.1 Providing and laying cement concrete in kerbs, steps and the cum 4445.78 like at or near ground level excluding the cost of centring, shuttering and finishing - 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

4.10.2 Providing and laying cement concrete in kerbs, steps and the cum 3891.67 like at or near ground level excluding the cost of centring, shuttering and finishing - 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size).

4.16.1 Providing and fixing upto floor five level precast cement cum 6656.13 concrete string or lacing courses, copings, bed plate, anchor block, plain window sill, shelves, louvers, steps, stair cases etc. including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 sand), cost of centring, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surface complete - 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal

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4 . Concrete Work Code No. Description Unit Rate Rs. 4.16.2 Providing and fixing upto floor five level precast cement cum 6102.04 concrete string or lacing courses, copings, bed plate, anchor block, plain window sill, shelves, louvers, steps, stair cases etc. including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 sand), cost of centring, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surface complete - 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal

4.17.1 Providing and fixing at or near ground level precast cement cum 5678.98 concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 sand) including the cost of required centring, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete - 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal

4.20.1 Precast concrete Hollow Block Masonry with Hollow Block of sqm 329.64 size 400 x 100 x 200 mm with compressive strength of 7 N/sqmm in superstructure upto floor five level - Cement Mortar 1:4 ( 1 Cement : 4 sand)



4.20.4 Precast concrete Solid Block Masonry with Solid Block of size sqm 408.45 400 x 100 x 200 mm with compressive strength of 10.5 N/sqmm in superstructure upto floor five level - Cement Mortar 1:4 ( 1 Cement : 4 sand)

4.20.5 Precast concrete Solid Block Masonry with Solid Block of size sqm 471.35 400 x 150 x 200 mm with compressive strength of 10.5 N/sqmm in superstructure upto floor five level - Cement Mortar 1:4 ( 1 Cement : 4 sand)

4.20.6 Precast concrete Hollow Block Masonry with Solid Block of sqm 527.17 size 400 x 200 x 200 mm with compressive strength of 10.5 N/sqmm in superstructure upto floor five level - Cement Mortar 1:4 ( 1 Cement : 4 sand)

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4 . Concrete Work Code No. Description Unit Rate Rs. 4.24 Providing and laying damp-proof Course 40mm thick with sqm 203.44 cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size).

4.25 Providing and laying damp-proof Course 50mm thick with sqm 252.42 cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

4.26 Extra for providing and mixing water proofing material in per bag 41.15 cement concrete work in the proportion recommended by the manufacturers.

4.27 Applying a coat of residual petroleum bitumen of penetration sqm 82.67 80/100 of approved quality using 1.7 kg per square metre on damp-proofcourse after cleaning the surface with brushes and finally with a piece of cloth lightily soaked in kerosene oil.

4.28 Extra for concrete work in superstructure above floor five cum 316.75 level for each four floors or part thereof.

4.29 Extra for laying concrete in or under water and/or liquid mud cum/m.d 291.53 including cost of pumping or bailing out water and removing slush etc. complete. Note: The quantity will be calculated by multiplying the depth measured from the sub-soil water level upto centre of gravity of concrete under sub-soil water level with quantity of concrete in cum executed under sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m, 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored (rate per cum per metre depth).

4.30 Extra for laying concrete in or under foul positions. cum 104.29 4.32 Extra providing and laying Ready mix concrete - in all grade cum 521.44 of concrete in PCC works.

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5 . Reinforced Concrete Work Code No. Description Unit Rate Rs.

5.1.1 Providing and laying in position specified grade of reinforced cum 6399.83 cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level - 1:1:2 (1 cement :1 sand : 2 graded stone aggregate 20mm nominal size).

5.1.2 Providing and laying in position specified grade of reinforced cum 5051.63 cement concrete excluding the cost of centring, shuttering,finishing and reinforcement - All work upto plinth level - 1:1.5:3 (1 cement :1.5 sand : 3 graded stone aggregate 20mm nominal size).

5.1.3 Providing and laying in position specified grade of reinforced cum 4603.33 cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level - 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.2.1 Reinforced cement concrete work in walls (any thickness) cum 6874.61 including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutmeents, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement - 1:1:2 (1 cement : 1 sand : 2 graded stone aggregate 20mm nominal size).

5.2.2 Reinforced cement concrete work in walls (any thickness) cum 5526.41 including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutmeents, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size).

5.2.3 Reinforced cement concrete work in walls (any thickness) cum 5078.10 including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutmeents, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement - 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.3 Reinforced cement concrete work in beams, suspended floors, cum 5058.38 roof having slope upto 15 degree, landings, balconies, shelves, chajjas, lintels, bands,plain window sills, staircases and spiral cases upto floor five level excluding cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

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5 . Reinforced Concrete Work Code No. Description Unit Rate Rs. 5.3.1 Reinforced cement concrete work in beams, suspended floors, cum 5506.68 roofs having slope upto 15 degree, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal

5.9 Providing and laying upto floor five level reinforced cement cum 4072.76 concrete in kerbs, steps and the like excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal

5.9.1 Providing and laying upto floor five level reinforced cement cum 4521.07 concrete in kerbs, steps and the like excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size).

5.10 Reinforced cement concrete work in arches, archribs, domes, cum 4881.31 vaults, shells, folded plate and roofs having slope more than 15 degree upto floor five level excluding cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.10.1 Reinforced cement concrete work in arches, archribs, domes, cum 5329.61 vaults, shells, folded plate and roofs having slope more than 15 degree upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size).

5.11 Reinforced cement concrete work in chimneys, shafts, upto cum 5133.00 floor five level excluding cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.11.1 Reinforced cement concrete work in chimneys, shafts, upto cum 5581.31 floor five level excluding cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size).

5.12 Reinforced cement concrete work in well-steining excluding cum 4620.21 the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.12.1 Reinforced cement concrete work in well-steining excluding cum 5068.53 the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 Karaikal Page 18

5 . Reinforced Concrete Work Code No. Description Unit Rate Rs. mm nominal size).

5.13 Reinforced cement concrete work in vertical and horizontal cum 4886.00 fins individually or forming box louvers, facias and eaves boards upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

5.13.1 Reinforced cement concrete work in vertical and horizontal cum 5334.30 fins individually or forming box louvers, facias and eaves boards upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size).

5.14.1 Centring and shuttering including strutting, propping etc. and sqm 137.55 removal of form for - foundations, footings, bases of columns etc. for mass concrete.

5.14.2 Centring and shuttering including strutting, propping etc. and sqm 243.09 removal of form for - walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

5.14.3 Centring and shuttering including strutting, propping etc. and sqm 251.03 removal of form for - suspended floor, roofs, landings, balconies and access platform.

5.14.4 Centring and shuttering including strutting, propping etc. and sqm 251.03 removal of form for - shelves (cast in situ).

5.14.5 Centring and shuttering including strutting, propping etc. and sqm 196.80 removal of form for - lintels, beams, plinth beams,girders, bressummers and cantilevers.

5.14.6 Centring and shuttering including strutting, propping etc. and sqm 319.00 removal of form for - columns, pillars, piers, abutments, posts and struts.

5.14.7 Centring and shuttering including strutting, propping etc. and sqm 197.18 removal of form for - stairs, (excluding landings) except spiral - staircases.

5.14.8 Centring and shuttering including strutting, propping etc. and sqm 220.64 removal of form for - spiral staircases (including landings).

5.14.9 Centring and shuttering including strutting, propping etc. and sqm 668.17 removal of form for - arches, domes, vaults upto 6m span.

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5.14.11 Centring and shuttering including strutting, propping etc. and sqm 243.09 removal of form for - chimneys and shafts.

5.14.13 Centring and shuttering including strutting, propping etc. and sqm 311.79 removal of form for - vertical and horizontal fins individually or forming box louvers band, facias and eaves

5.14.14.1 Centring and shuttering including strutting, propping etc. and sqm 27.50 removal of form for - extra for shuttering in circular work - foundations, footings, bases of columns etc. for mass concrete.

5.14.14.2 Centring and shuttering including strutting, propping etc. and sqm 48.61 removal of form for - extra for shuttering in circular work - walls (any thickness) including atached pilasters, butteresses, plinth and string courses etc.

5.14.14.3 Centring and shuttering including strutting, propping etc. and sqm 50.21 removal of form for - extra for shuttering in circular work - suspended floors, roofs, landings, balconies and access platform.

5.14.14.4 Centring and shuttering including strutting, propping etc. and sqm 50.21 removal of form for - extra for shuttering in circular work - shelves (cast in situ).

5.14.14.5 Centring and shuttering including strutting, propping etc. and sqm 39.36 removal of form for - extra for shuttering in circular work - lintels, beams, plinth beams, griders, bressumers and cantilevers.

5.14.14.6 Centring and shuttering including strutting, propping etc. and sqm 63.80 removal of form for - extra for shuttering in circular work - columns, pillars, piers, abutments, posts and struts.

5.14.14.7 Centring and shuttering including strutting, propping etc. and sqm 39.44 removal of form for - extra for shuttering in circular work - stairs, (excluding landings) except spiral-staircases.

5.14.14.11 Centring and shuttering including strutting, propping etc. and sqm 48.61 removal of form for - extra for shuttering in circular work - chimneys and shafts.

5.14.14.12 Centring and shuttering including strutting, propping etc. and sqm 17.09 removal of form for - extra for shuttering in circular work - well steining.

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5 . Reinforced Concrete Work Code No. Description Unit Rate Rs. 5.14.14.13 Centring and shuttering including strutting, propping etc. and sqm 62.36 removal of form for - extra for shuttering in circular work - vertical and horizontal fins individually or forming box louvers band, facias and eaves boards.

5.14.15 Centring and shuttering including strutting propping etc. and sqm 137.54 removal of form for: small lintels not exceeding 1.5m clear span,mouldings as in cornices ,window sills,string courses,bands,copings,bed plates,anchor blocks and the like.

5.14.16.1 Centring and shuttering including strutting propping etc. and metre 51.30 removal of form for edges of slabs and breaks in floors and walls under 20cm wide.

5.14.16.2 Centring and shuttering including strutting propping etc. and sqm 220.72 removal of form for edges of slabs and breaks in floors and walls above 20cm wide.

5.14.17 Centring and shuttering including strutting propping etc. and sqm 226.61 removal of form for cornice and mouldings

5.14.19 Centring and shuttering including strutting propping etc. and sqm 250.18 removal of form for weather shade chajjas,corbels etc. incuding edges.

5.15.1 Providing and fixing tie bolt ,spring coil and plastic cone in set 185.95 wall shuttering complete as per the direction of engineer-in- charge. -12mm dia & 100mm length.

5.15.2 Providing and fixing tie bolt ,spring coil and plastic cone in set 190.65 wall shuttering complete as per the direction of engineer-in- charge.-12mm dia & 150mm length.



5.16.1 Extra for additional height in centering, shuttering where ever sqm 138.54 required with adequate bracing, propping etc. including cost of de-shutering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 m or part thereof (plan area to be measured) - suspended floors, roofs, landings, beams and balconies (plan area to be measured).

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5.19 Providing, hoisting and fixing upto floor five level precast cum 6765.22 reinforced cement concrete in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like including the cost of required centring, shuttering, finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete but excluding cost of reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.20 Providing, hoisting and fixing upto floor five level precast cum 8008.89 reinforced cement concrete in small lintels not exceeding 1.5m clear span upto floor five level including the cost of required centring, shuttering and finishing smooth with 6mm thick cement plaster 1:3 ( 1 cement : 3 sand) on exposed surfaces but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal

5.21 Providing, hoisting and fixing upto floor five level precast cum 9112.26 reinforced cement concrete in mouldings as in cornices, windows sills etc, including the cost of required centring, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominalsize).

5.22 Providing, hoisting and fixing upto floor five level precast cum 7056.14 reinforced cement concrete in lintels, beams and bresummers including setting in cement mortar 1:3 (1 cement : 3 sand), cost of required centring and shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm

5.23 Providing, hoisting and fixing upto floor five level precast cum 7888.89 reinforced cement concrete in shelves including setting in cement mortar 1:3 (1 cement : 3 sand), cost of required centring, shuttering and finishing with neat cement punninng on exposed surfaces but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size).

5.24 Providing, hoisting and fixing upto floor five level precast cum 9349.65 reinforced cement concrete in vertical and horizontal fins individually or forming box louvers setting in cement mortar 1:2 (1 cement : 2 sand) including the cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement :3 sand) on exposed surfaces complete but excluding the cost of reinforcement with 1:2:4 Karaikal Page 22

5 . Reinforced Concrete Work Code No. Description Unit Rate Rs. (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.25.1 Providing precast cement concrete jali 1:2:4 (1 cement : 2 sqm 674.09 sand : 4 stone aggregate 6 mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening, cleaning, fixing and finishing in cement mortar 1:3 (1 cement : 3 sand) etc. complete excluding plastering of the jambs, sills and soffits - 50 mm thick.

5.25.2 Providing precast cement concrete jali 1:2:4 (1 cement : 2 sqm 577.27 sand : 4 stone aggregate 6mm nominal size) reinforced with 1.6mm dia mild steel wire including centering and shuttering, roughening, cleaning, fixing and finishing in cement mortar 1:3 (1 cement : 3 sand) etc. complete excluding plastering of the jambs, sills and soffits - 40mm thick.

5.25.3 Providing precast cement concrete jali 1:2:4 (1 cement : 2 sqm 518.64 sand : 4 stone aggregate 6mm nominal size) reinforced with 1.6mm dia mild steel wire including centering and shuttering, roughening, cleaning, fixing and finishing in cement mortar 1:3 (1 cement : 3 sand) etc. complete excluding plastering of the jambs, sills and soffits - 25mm thick.

5.26 Encasing rolled steel sections,in beams and columns, with cum 6497.34 cement concrete 1:2:4 (1 cement :2 sand :4 grade stone aggregate 12.5mm nominal size) including centring and shuttering complete but excluding cost of reinforcement.

5.27 Encasing rolled steel section in grillages with cement concrete cum 4740.49 1:2:4 (1 cement :2 sand: 4 graded stone aggregate 12.5mm nominal size) upto floor two level including centring and shuttering but excluding cost of expanded metal and hangers.

5.28 Extra for providing and fixing expanded metal mesh of size sqm 340.94 20x60mm and strands 3.25mm wide 1.6 mm thick weighing 3.64kg per sqm for encasing of rolled steel section in beams,columns and grillages excluding cost of hangers.

5.29.3B Reinforcement for R.C.C. work including straightening, kg 57.03 cutting, bending, placing in position and binding all complete - Thermo Mechanical Treated Bars -(TISCON / VIZAG / IISCO / SAIL).

5.29.3C Reinforcement for R.C.C. work including straightening, kg 52.10 cutting, bending, placing in position and binding all complete - Thermo Mechanical Treated Bars -(ISI Brand approved

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5.29.3D Providing anticorrosive treatment to hysd reinforcement with tonne 10309.93 fusion bonded epoxy coating the rate includes cost of anticorrosive coating including cost of powder,sand blasting,cleaning, induction,heating, depreciation of machinery etc,wastage in cut length of bars,provision of wooden battens between rows of coated bars, cover to work bush pins/bar bending machines etc.- for bars of 20mm to 32mm diameter - confirming to IS 13620 - 1993

5.29.3E Providing anticorrosive treatment to hysd reinforcement with tonne 14522.59 fusion bonded epoxy coating the rate includes cost of anticorrosive coating including cost of powder, sand blasting , cleaning, induction heating, depreciation of machinery etc., wastage of cut length of bars, provision of pvc coating on binding wire, provision of wooden battens between rows of coated bars, cover to work bush pins / bar bending machines etc. - for bars of 10mm to 16mm diameter - confirming to IS 13620 - 1993.

5.30 Extra for R.C.C work in superstructure above floor five level cum 316.75 for each four floors or part thereof.

5.31 Deduct for omitting in R.C.C. work smooth finishing of the sqm 90.40 exposed surface with 6mm thick cement mortar 1:3 (1 cement : 3 sand).

5.31A finishing the exposed surface of r.c.c. work with 6mm thick Sqm 90.40 cement mortar 1:3 (1 cement : 3 sand)

5.32 Extra for rendering smooth the top of suspended sqm 69.03 floors,landings and staircases (treads and risers) with cement mortar 1:2 ( 1 cement : 2 sand) including a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15mm of fine sand incase of suspended floor and bricks laid in mud mortar in case of landings and steps including subsequent removal and cleaning of the same.

5.33 Providing and fixing in position copper plate as per design for kg 237.06 expansion joints.

5.34 Providing and filling in position blown bitumen in expansion Unit 448.20 joints (rate per cm depth per cm width per 100m length)

5.35 Providing and filling in position bitumen mix filler of unit 141.77 proportion 80 kg. of hot bitumen 1 kg. of cement and 0.25 cum of coarse sand for expansion joints.(rate per 100m length per cm depth per cm width).

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5.36 Providing and fixing in position 12mm thick bitumen Unit 389.91 impregnated fibre board conforming to IS:1838 including cost of primer, sealing compound in expansion joints. (per cm depth per 100m length)

5.37.1.1 Providing and fixing sheet covering over expansion joints metre 82.93 with iron screws as per design to match the colour/shade of wall treatment - Asbestos sheet 6mm thick and 150mm wide.

5.37.1.2 Providing and fixing sheet covering over expansion joints metre 111.38 with iron screws as per design to match the colour/shade of wall treatment - Asbestos sheet 6 mm thick and 200 mm

5.38 Add or deduct for plaster drip course/groove in plastered metre 20.14 surface or moulding to R.C.C. projections.

5.40 Extra for laying reinforced cement concrete in or under water unit 262.38 and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. NOTE: The quantity will be calculated by multiplying the depth measured from the subsoil water level upto the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. the depth of centre of gravity shall be reckoned correct to 0.1 m, 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. no extra payment shall be made for placing reinforcement or centering & shuttering under sub-soil water conditions (rate per cum per metre depth).

5.41 Extra for laying reinforced cement concrete in or under foul cum 104.29 position.

5.42.1 Providing and laying in position machine batched,machine cum 5599.13 mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements,excluding the cost of centering,shuttering,finishing and reinforcement. Including admistures in recommended proportions as per IS 9103 to accelerates retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge -M-20 grade with a minimum cement content of 383 kg / cum reinforced cement concrete -All work upto plinth level.

5.42.2.1 Providing and laying in position machine batched,machine cum 5845.40 mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements,excluding the cost of centering,shuttering,finishing

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5 . Reinforced Concrete Work Code No. Description Unit Rate Rs. and reinforcement.Including admistures in recommended proportions as per IS 9103 to accelerates retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge -M-20 grade with a minimum cement content of 383 kg / cum reinforced cement concrete -All work from plinth level upto floor 5 level. Walls, columns, pillars, posts and struts.

5.42.2.2 Providing and laying in position machine batched,machine cum 6106.00 mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements,excluding the cost of centering,shuttering,finishing and reinforcement.Including admistures in recommended proportions as per IS 9103 to accelerates retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge -M-20 grade with a minimum cement content of 383 kg / cum reinforced cement concrete -All work from plinth level upto floor 5 level.- Beams, plinth beams, girders, bressumers, cantilevers,suspended floors,lintels,roofs and staircases including spiral staircases, shelves etc.

5.43 Extra for R.C.C.work above floor 5 level for each four floors cum 316.75 or part thereof.

5.44.1 Add or deduct for providing richer or leaner mixes cum 199.08 respectively at all floor levels.- Providing M-25 grade with a minimum cement content of 410 kg / cum R.C.C instead of M-20 grade R.C.C.




5.45.1 Providing and mixing in recommended proportions admixtures bag 122.72 (as per IS 9103) to accelerate/retard, setting of concrete, Karaikal Page 26

5 . Reinforced Concrete Work Code No. Description Unit Rate Rs. improve workability without impairing strength and durability characteristics of concrete as per manufacturers specifications and direction of engineer-in-charge complete.

5.45.2 Providing and mixing in recommended proportions admixtures bag 159.08 (as per IS 9103) to retard setting of concrete, improve workability without impairing strength and durability characteristics of concrete as per manufactures specifications and direction of engineer-in-charge complete.-Retarding admixture.

5.45.3 Providing and mixing in recommended proportions admixtures bag 269.36 (as per IS 9103) to accelerate/retard, setting of concrete, improve workability without impairing strength and durability characteristics of concrete as per manufacturers specifications and direction of engineer-in-charge complete.-Water reducing admixture (Plasticizer/super plasticizer)

5.46 Providing and placing in position precast reinforced cement cum 15926.22 concrete waffle units square or rectangular as per design and shape for floors and roofs in 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate of 10mm nominal size) including flush or deep ruled pointing at joints in cement mortar 1:2 (1 cement : 2 sand) making necessary holes of required sizes for carrying through service lines etc. providing steel hooks for lifting etc. form work in precasting ,handling, hoisting , centering and erection complete for all floor levels but excluding the cost of reinforcement.

5.50.1 Extra for adding Recron 3S or equivalent 12mm fibre as fibre cum of 209.00 reinforcement in concrete at the rate of 909 gm per cum of concrete concrete including the cost of fibre.

5.50.2 Extra providing and laying Ready mix concrete - in all grade cum 521.44 of concrete in RCC works.

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6 . Brick Work Code No. Description Unit Rate Rs.

6.1.8 Brick work with bricks of class designation 35 in foundation Cum 3215.24 and plinth in - cement mortar 1:4 (1 cement : 4 sand).

6.1.8F Fly ash lime gypsum brick work with Fly ash lime gypsum cum 2867.52 bricks of size 23cm x 11cm x 8cm manufactured in the ratio of fly ash - 26%, gypsum 7%, hydrated lime - 3%, quarry dust - 57% and ordinary Portland cement - 7% with compressive strength of not less than 50kg / sq.cm in foundation and plinth - in cement mortar 1:4 (1 cement : 4 sand)

6.1.8K Brick work with Table moulded bricks in foundation and cum 3562.95 plinth in - cement mortor 1:4 (1 cement : 4 sand)

6.1.8M Stabilished Mud Blocks work with Stabilished Mud Blocks of Cum 3131.35 size 24cm x 11.5cm x 9cm ( manufactured in the ratio of 1:19 (one cement : 19 red earth) with compressive strength of not less than 35kg / sq.cm) in foundation and plinth - in cement mortar 1:4 (1 cement : 4 sand)

6.1.10 Brick work with bricks of class designation 35 in foundation Cum 3005.55 and plinth in - cement mortar 1:6 (1 cement : 6 sand).

6.1.10F Fly ash lime gypsum brick work with Fly ash lime gypsum Cum 2657.84 bricks of size 23cm x 11cm x 8cm manufactured in the ratio of fly ash - 26%, gypsum 7%, hydrated lime - 3%, quarry dust - 57% and ordinary Portland cement - 7% with compressive strength of not less than 50kg / sq.cm in foundation and plinth - in cement mortar 1:6 (1 cement : 6 sand)

6.1.10K Brick work with bricks of Table moulded infoundation and cum 3353.25 plinth in - cement mortat 1:6 (1 cement : 6 sand)

6.1.10M Stabilished Mud Blocks work with Stabilished Mud Blocks of Cum 2921.67 size 24cm x 11.5cm x 9cm ( manufactured in the ratio of 1:19 (one cement : 19 red earth) with compressive strength of not less than 35kg / sq.cm) in foundation and plinth - in cement mortar 1:6 (1 cement : 6 sand)

6.3 Extra for brick work in superstructure above plinth level upto Cum 442.81 floor five level.

6.4 Extra for brick work in superstructure above floor five level Cum 316.75 for each four floors or part thereof.

6.6.1 Extra for brick work in - square or rectangular pillars. Cum 245.47

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6 . Brick Work Code No. Description Unit Rate Rs. 6.7 Extra for brick work with bricks of class designation 35 curved Cum 329.35 on plan upto a mean radius not exceeding 6 metres.

6.7K Extra for brick work with bricks of Table moulded bricks in cum 354.69 curved on plan upto a mean radius not exceeding 6 metres.

6.9 Extra for cutting or chamfering of bricks to required shape in Rmt 11.35 masonry work.

6.13 Brick work 7cm thick with country bricks of class designation Sqm 308.95 35 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure.

6.13K Brick work 7cm thick withTable moulded bricks in cement sqm 335.49 mortar 1:3 (1 cement : 3 coarse sand ) in superstructure.

6.15 Brick work in plain arches in superstructure including centring cum 5272.12 and shuttering complete for span upto 6 metres with bricks of class designation 35 in cement mortar 1:3 (1 cement : 3 coarse sand)

6.15K Brick work in plain arches in superstructure including cum 5619.83 centering and shuttering complete for span upto 6 metres with Table moulded bricks in cement mortar 1:3 ( 1 cement : 3 coarse sand)

6.18.4 Half brick masonry with bricks of class designation 35 in Sqm 380.71 foundation and plinth in - cement mortar 1:4 (1 cement : 4 sand).

6.18.4F Half brick work with Fly ash lime gypsum bricks of size 23cm sqm 340.94 x 11cm x 8cm manufactured in the ratio of fly ash - 26%, gypsum 7%, hydrated lime - 3%, quarry dust - 57% and ordinary Portland cement - 7% with compressive strength of not less than 50kg / sq.cm in foundation and plinth - in cement mortar 1:4 (1 cement : 4 sand)

6.18.4K Half brick masonry with bricks of Table moulded bricks in sqm 420.48 foundation and plinth in - cement mortar 1:4 (1 cement :4

6.18.4M Half Stabilished Mud Blocks work with Stabilished Mud Blocks sqm 371.97 of size 24cm x 11.5cm x 9cm ( manufactured in the ratio of 1:19 (one cement : 19 red earth) with compressive strength of not less than 35kg / sq.cm) in foundation and plinth - in cement mortar 1:4 (1 cement : 4 sand)

6.19 Extra for half brick masonry in superstructure, above plinth Sqm 47.21 level upto floor five level. Karaikal Page 29

6 . Brick Work Code No. Description Unit Rate Rs.

6.20 Extra for half brick masonry in superstructure, above floor Sqm 36.53 five level for every four floors or part thereof.

6.20A Extra for providing and placing in position 2nos. 6mm dia. Sqm 53.72 M.S. bars at every third course of half brick masonry (with brick class designation 35)

6.22 Providing brick band 10cm/7.0cm thick 5cm/5.7cm projected Rmt 16.33 from wall face, in brick of class designation 35 laid in cement mortar 1:4 (1 cement : 4 sand ).

6.22K Providing brick band 10cm/7cm thick 5cm/5.7cm projected Rmt 16.33 from wall face, in table moulded brick laid in cement mortar 1:4 (1 cement : 4 sand)

6.31 Tile brick masonry work 5cm thick with tile bricks of class Sqm 290.60 designation 35 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure.

6.32 Honey-comb brick work 10/11.4cm thick with bricks of class Sqm 286.26 designation 35 in cement mortar 1:4. (1 cement : 4 coarse sand ).

6.32K Honey comb brick work 10/11.4cm thick with table moulded sqm 286.26 bricks in cement mortar 1:4 (1 cement : 4 course sand)

6.36 Providing 10cm/7cm thick and 5cm/5.7cm projected string Rmt 16.52 course with bricks of class designation 35 in cement mortar 1:4 (1 cement : 4 sand)

6.36K Providing 10cm/7cm thick and 5cm/5.7cm projected string Rmt 16.52 course with table moulded bricks in cement mortar 1:4 (1 cement : 4 sand)

6.37 Moulding and cornices with brick masonry in cement mortar m/cm 1.86 1:4 (1 cement : 4 coarse sand) (girth to be measured in cm and length in running metre.

6.39 Extra for laying brick work in or under water and /or liquid cum/m.d 291.53 mud including cost of pumping or bailing out water and removing slush etc. complete. (The quantity will be calculated by multiplying the depth measured from sub-soil water level upto the centre of gravity of brick work under sub-soil water with the quantity of brick work in cum executed under the sub- soil water. The depth of centre of gravity shall be reckoned correct to 0.1m, 0.05m or more shall be taken as 0.1m and Karaikal Page 30

6 . Brick Work Code No. Description Unit Rate Rs. less than 0.05m ignored).

6.40 Extra for laying brick work in or under foul positions. cum 104.29 6.41 Brick work with selected bricks of class designation 35 in cum 3074.88 exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level upto plinth level in cement mortar 1:6 (1 cement : 6 fine sand)

6.41K Brick work with selected bricks of Table moulded bricks in cum 3422.61 exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level upto plinth level in cement mortar 1:6 (1 cement : 6 fine sand)

6.43 Brick work with machine moulded bricks of class designation cum 3389.81 35 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete from ground level upto plinth level in cement mortar 1:6 (1 cement:6 sand).

6.45 Extra for exposed brick work in superstructure above plinth cum 573.15 level and upto floor five level.

6.47 Extra for exposed brick work / clay flyash brick work in cum 316.75 superstructure above floor five level, for each four floors or part thereof.

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7 . Stone Work Code No. Description Unit Rate Rs.

7.1.2 Random rubble masonry with hard stone in foundation and cum 2711.01 plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with - Cement mortar 1:6 (1 cement : 6 fine sand)

7.2 Extra for random rubble masonry with hard stone in Cum 547.59 superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like.

7.4.1 Extra for random rubble masonry with hard stone in square or Cum 254.34 rectangular pillars.

7.6.1 Coursed rubble masonry (first sort) with hard stone in Cum 3244.22 foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand)

7.7.1 Coursed rubble masonry (second sort) with hard stone in Cum 3024.98 foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand)

7.8 Extra for coursed rubble masonry with hard stone (first or Cum 526.92 second sort) in superstructure above plinth level and upto floor five level.

7.10.1 Extra for coursed rubble masonry with hard stone (first or Cum 284.95 second sort) in square or rectangular pillars.

7.40 Extra for laying stone work in or under foul position. cum 104.29 7.41 Wall lining butch with dholpur stone 40 mm thick rough Sqm 1177.53 facing on the exposed surface with stone strips of minimum length 230 mm and required width including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75 x 75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand) i/c ruled pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of engineer-in-charge.

7.43.1.1 Stone tile work for wall lining with special adhesive like sqm 1295.10 araldite or equivalent over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone Karaikal Page 32

7 . Stone Work Code No. Description Unit Rate Rs. shade - 8mm thick (mirror polished and machine cut edge) - Granite black stone.

7.43.1.2 Stone tile work for wall lining with special adhesive like sqm 1355.22 araldite or equivalent over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade - 8mm thick (mirror polished and machine cut edge) - Granite brown stone.

7.43.1.3 Stone tile work for wall lining with special adhesive like sqm 994.49 araldite or equivalent over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade - 8mm thick (mirror polished and machine cut edge) - Raj Nagar white stone.

7.43.1.4 Stone tile work for wall lining with special adhesive like sqm 994.49 araldite or equivalent over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade - 8mm thick (mirror polished and machine cut edge) - Banswara white stone.

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8 . Marble Work Code No. Description Unit Rate Rs.

8.2.2.4 Providing and fixing 15mm thick mirror polished, machine sqm 1692.55 cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Makrana Doongri Adanga, Veined white marble - 0.50 sqm to 1.00 sqm.

8.2.2.5 Providing and fixing 15mm thick mirror polished, machine sqm 1791.09 cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Makrana Doongri Adanga, Veined white marble - 1.00 sqm to 2.00 sqm.

8.2.6.3 Providing and fixing 18mm thick mirror polished, machine sqm 2677.96 cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite black - 0.20 sqm to 0.50 sqm.

8.2.6.3A Providing and fixing 18mm thick mirror polished machine cut sqm 2593.04 granite black slab (0.2 sqm to 0.50 sqm ) for shalves and similar locations of required size of approved shade , colour and feature including fixing with cement mortar 1:3 (one cement : three sand ) etc., complete.

8.2.6.4 Providing and fixing18mm thick mirror polished, machine cut sqm 2801.14 for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite black - 0.50 sqm to 1.00 sqm.

8.2.6.5 Providing and fixing 18mm thick mirror polished, machine sqm 2862.73 cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement,

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8 . Marble Work Code No. Description Unit Rate Rs. mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite black - 1.00 sqm to 2.00 sqm.

8.2.7.3 Providing and fixing 18mm thick mirror polished, machine sqm 2370.02 cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite pink - 0.20 sqm to 0.50 sqm.

8.2.7.3A Providing and fixing 18mm thick mirror polished, machine sqm 2739.56 cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment , epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite Ruby red - 0.20 sqm to 0.50 sqm

8.2.7.4 Providing and fixing 18mm thick mirror polished, machine sqm 2493.20 cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite pink - 0.50 sqm to 1.00 sqm.


8.2.7.5 Providing and fixing 18mm thick mirror polished, machine sqm 2677.96 cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite pink - 1.00

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8 . Marble Work Code No. Description Unit Rate Rs. sqm to 2.00 sqm.


8.2.8.3 Providing and fixing 18mm thick mirror polished, machine sqm 2739.56 cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite grey - 0.20 sqm to 0.50 sqm.



8.4 Extra for fixing marble / granite stone over and above metre 176.39 coresponding basic item, in facia and drops of width upto 150 mm with expoxy resin based (Araldite or equivalent) adhesive including cleaning etc. complete.

8.6 Mirror polishing on marble work/stone work where ever sqm 130.30 required to give high gloss finish complete.

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8 . Marble Work Code No. Description Unit Rate Rs. 8.15.1.1 Stone tile (polished) work for wall lining over 12mm thick bed sqm 1201.25 of cement mortor 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete - Doongri Adanga marble - 18mm to 20mm thick

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9 . Wood Work Code No. Description Unit Rate Rs.

9.1.3B Providing wood work in frames of doors, windows, clerestory cum 178763.3 windows and other frames,wrought framed and fixed in position - Teak wood (Burma).

9.1.4P Providing wood work in frames of doors, windows, clerestory cum 74474.44 windows and other frames,wrought framed and fixed in position - Country wood (Padak).

9.2.1P Providing wood work in frames of false ceiling, particians etc. cum 70799.94 sawn and put up in position - Country wood (Padak)

9.3.3B Extra for additional labour for circular works, such as in cum 17876.31 frames of fan light - Teak wood (Burma).

9.3.4P Extra for additional labour for circular works, such as in cum 7447.45 frames of fan light - Country wood (Padak).

9.4.3.1B Providing and fixing panelled or panelled and glazed shutters sqm 5633.34 for doors, windows and clerestory windows excluding, panelling which will be paid for separately - Teak wood (Burma) - 40 mm thick shutters.

9.4.3.3B Providing and fixing panelled or panelled and glazed shutters sqm 4412.40 for doors, windows and clerestory windows including black enamelled M.S butt hinges with necessary screws excluding, panelling which will be paid for separately - teak wood (Burma) - 30 mm thick shutters.

9.4.4.3P Providing and fixing panelled or panelled and glazed shutters sqm 2449.79 for doors windows and clearestory windows, panelling which will be paid for separately - Country wood (Padak) - 40mm thick

9.4.5.3P Providing and fixing panelled or panelled and glazed shutters sqm 1997.30 for doors,windows and clerestory windows including black enamelled M.S. butt hinges with necessary screws excluding, panelling which will be paid for separately - country wood (Padak) - 30 mm thick shutters.

9.5.3B Providing and fixing panelling or panelling and glazing in sqm 1260.63 panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick - Teak wood (Burma).

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9 . Wood Work Code No. Description Unit Rate Rs. 9.5.4P Providing and fixing panelling or panelling and glazing in sqm 552.57 panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick - country wood (Padak).

9.5.11.1.2 Providing and fixing panelling and glazing in panelled or sqm 1430.79 panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding protion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick - Ply wood 9 ply - 12mm thick teak ply on both faces.

9.5.11.1.3 Providing and fixing panelling and glazing in panelled or sqm 1220.69 panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding protion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick - Ply wood 9 ply - 12mm thick Commercial ply on one face and teak ply on other face.

9.5.13.1 Providing and fixing panelling and glazing in panelled or sqm 702.42 panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding protion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick - Partcile board 12mm thick.

9.5.13.2 Providing and fixing panelling and glazing in panelled or sqm 849.49 panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding protion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick - Veneered Partcile board 12mm thick with commercial veneering on both sides conforming to IS: 3097.

9.5.13.3 Providing and fixing panelling and glazing in panelled or sqm 940.54 panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding protion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick - Prelaminated Partcile board 12mm thick with decorative lamination on one side and balancing lamination on other side, grade I, Type II conformong to IS: 12823.

9.5.13.4 Providing and fixing panelling and glazing in panelled or sqm 1052.60 panelled and glazed shutters for doors, windows and clerestory Karaikal Page 39

9 . Wood Work Code No. Description Unit Rate Rs. windows (Area of opening for panel inserts excluding protion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick - Prelaminated Partcile board with decorative lamination on both sides, garde I, Type II conforming to IS: 12823.

9.5.13.4A Providing and fixing 32mm thick PVC shutter made of rigid sqm 2428.35 PVC extruded multichamber section of size 32mmx150mm including reinforcement of 10mm dia. M.S. rod fixing with 75mm hinges and outer edges of the shutter with PVC channel size of 34x34mm having interlocking facilities and a door frame of extruded PVC section in an overall size of 57mmx40mm flr-sli having multichamber cross section with a maximum wall thickness of 2.8mm+/-0.30mm duly reinforced with sted to mitre cut at corners.

9.5.17.1 Providing and fixing 35mm thick factory made commercial Sqm 2315.05 quality panel door shutters single/double leaf made from chemically (non leachable preservative) preservative treated (as per i.s. 401-1982) and kiln seasoned (as per i.s.1141 and i.s.287) hard wood timber as per class `c' (i.s. 1003-part-i) having styles and top rails 100mm wide, lock rail 175mm and bottom rail 200mm wide with panelling of 12mm thick three layer flat pressed both sides non decorative type commercial veneered teak wood particle board bonded with b.w.p. type phenel formal - dehyde synthetic resin confirming to i.s. 3087 and i.s. 3097 of 1980 exterior grade (for resin i.s. 848-1974 shall apply).

9.5.17.2 providing and fixing 30 mm thick factory made commercial Sqm 1845.81 quality panel door shutters single/double leaf made from chemically (non leachable preservative) preservative treated (as per i.s.401-1982) and kiln seasoned (as per i.s.1141 and i.s.287) hard wood timber as per class `c' (i.s.1003-part i) having styles and top rails 100 mm wide, lock rail 175 mm and bottom rail 200 mm wide with panelling of 9 mm thick plywood commercial veneered on both faces bonded with b.w.p. type phenol formal dehyde synthetic resin confirming to i.s.848-1974 shall apply).

9.6.3.1B Providing and fixing glazed shutters for doors, windows, sqm 6420.12 clerestory windows using 10 kg/square metre (4 mm thick) glass panes - 40mm thick shutters - teak wood (Burma).

9.6.3.3B Providing and fixing glazed shutters for doors, windows, sqm 5156.41 clerestory windows using 10 kg/square metre (4 mm thick) glass panes - 30 mm thick shutter - teak wood (Burma). Karaikal Page 40


9.6.4.1P Providing and fixing glazed shutters for doors, windows, sqm 2907.23 clerestory windows using 10 kg/square metre (4 mm thick) glass panes - 40mm thick shutters - Country wood (Padak).

9.6.4.3P Providing and fixing glazed shutters for doors, windows, sqm 2411.97 clerestory windows using 10 kg/square metre (4 mm thick) glass panes - 30mm thick shutters - Country wood (Padak).

9.7.2 Extra for providing heavy sheet glass panes instead of sqm 129.05 ordinary glass in glazed doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured) - 13.75 kg/sqm (5.5mm thick) instead of 10 kg per sqm (4mm thick)

9.10.1.3B Providing and fixing 25 mm thick shutters for cup boards etc. sqm 4303.62 - teak wood (Burma).

9.11.2B Providing and fixing 40mm thick panelled, glazed or panelled sqm 6242.05 and glazed partitions fixed to frames with iron screws etc. complete (frames to be paid separately) - teak wood (Burma).

9.14.1B Providing and fixing in position 12 mm thick both side sqm 1039.14 laminated novapon board of approved make including fixing in frames with screws etc. complete with 50 x12 mm Burma teak wood beading (frame to be paid separetly).

9.14B Supplying and fixing suncontrol film of approved make. the sqm 501.07 rate to include the cost of adhesive compound, labour for fixing and transportation etc. complete all as directed by the engineer - in charge.

9.15.2 Providing and fixing flat pressed 3 layer particle board sqm 422.42 (medium density) exterior grade conforming to IS: 3087 to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately) - 12mm thick.

9.15.3 Providing and fixing flat pressed 3 layer particle board sqm 520.96 (medium density) exterior grade conforming to IS: 3087 to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately) - 18mm thick.

9.16.2 Providing and fixing prelaminated flat pressed 3 layer sqm 714.40 (medium density) particle board conforming to IS : 3087 with one side decorative and other side balancing lamination grade I, Type II exterior grade confomring to IS : 12823 in shelves with screws and M.S. or aluminium brackets wherever required, Karaikal Page 41

9 . Wood Work Code No. Description Unit Rate Rs. edges to be painted with polyurethene primer (Brackets to be paid separately) - 18 mm thick.

9.16.3 Providing and fixing prelaminated flat pressed 3 layer sqm 837.58 (medium density) particle board conforming to IS : 3087 with one side decorative and other side balancing lamination grade I, Type II exterior grade confomring to IS : 12823 in shelves with screws and M.S. or aluminium brackets wherever required, edges to be painted with polyurethene primer (Brackets to be paid separately) - 25mm thick.

9.16A.2 Providing brackets fixed in 7.5x7.5x15cm blocks of cement each 96.15 concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) to support 20cm wide shelves - Aluminium T or L iron 30cm long of section 40 x 40 x 4mm.

9.18.1 Extra for using veneered paticle exterior grade conforming to sqm 320.26 IS: 3097 for fixing to frames, ceiling and shelves etc - Teak ply veneering on one face and commercial ply veneering on

9.18.2 Extra for using veneered paticle exterior grade conforming to sqm 110.86 IS: 3097 for fixing to frames, ceiling and shelves etc - Commercial ply veneering on both faces.

9.23.1.1B Providing and fixing 25mm thick shutters for cupboards etc. - sqm 4290.59 Panelled or panelled and glazed shutters - Teak wood (Burma)

9.23.1.2P Providing and fixing 25mm thick shutters for cupboards etc. - sqm 2095.04 Panelled or panelled and glazed shutters - Country wood (Padak)

9.23.2.1B Providing and fixing 25mm thick shutters for cupboards etc. - sqm 4524.56 Glazed shutters - Teak Wood (Burma)

9.23.2.2P Providing and fixing 25mm thick shutters for cupboards etc. - sqm 2164.34 Glazed shutters - Country Wood (Padak)

9.24.2 Providing and fixing flush door shutters decorative type, core sqm 2101.41 of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters - 35mm thick.

9.24.3 Providing and fixing flush door shutters decorative type, core sqm 1866.79 of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters - 30mm Karaikal Page 42

9 . Wood Work Code No. Description Unit Rate Rs. thick.

9.24.4 Providing and fixing flush door shutters decorative type, core sqm 1808.14 of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters - 25mm thick (for cupboard).

9.25.2 Providing and fixing flush door shutters non-decorative sqm 1649.76 type,core of block board construction with frame of first class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters - 35mm thick.

9.25.3 Providing and fixing flush door shutters non-decorative sqm 1585.24 type,core of block board construction with frame of first class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters - 30mm thick.

9.25.4 Providing and fixing flush door shutters non-decorative sqm 1520.72 type,core of block board construction with frame of first class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters - 25m thick (for cupboard).

9.26.1 Extra for providing and fixing flush doors with teak veneering sqm 211.16 on one side in item No.9.25.

9.34 Extra for providing lipping with 2nd class teak wood battens Sqm 387.13 25mm minimum depth on all edges of shutters (overall area of door shutter to be measured) over item No.9.24 and 9.25

9.35.1 Extra for providing vision panel not exceeding 0.1 sqm in all sqm 116.14 types of flush doors (cost of glass excluded) (overall area of door shutter to be measured) - Rectangular or square.

9.35.2 Extra for providing vision panel not exceeding 0.1 sqm in all sqm 113.56 type of flush doors (cost of glass excluded) (overall area of door shutters to be measured) - circular.

9.36.1 Extra if louvers (not exceeding 0.2 sqm) are provided in flush sqm 219.37 door shutters (overall area of door shutters to be measured) - Decorative type door.

9.37 Extra for cutting rebate in flush door shutters (total area of sqm 45.17 the shutter to be measured). Karaikal Page 43


9.44.1B Providing and fixing 40mm thick louvered shutters with sqm 6854.35 venetians 12mm thick for windows - Teak wood (Burma)

9.44.2P Providing and fixing 40mm thick louvered shutters with fixed sqm 2832.77 venetians 12mm thick for windows - Country wood (Padak)

9.46.2B Providing and fixing 40mm thick wire gauge shutters using sqm 5795.86 galvanised M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63 mm for doors, windows and clerestory windows including anodised aluminium butt hinges with necessary screws - teak wood (Burma)

9.46.4P Providing and fixing 40mm thick wire gauge shutters using sqm 2667.20 galvanised M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63 mm for doors, windows and clerestory windows including anodised aluminium butt hinges with necessary screws - Country wood (Padak)

9.47.1B Providing and fixing 40mm thick wire gauge shutters using sqm 5812.37 galvanised M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63 mm for doors, windows and clerestory windows - Teak wood (Burma)

9.47.1P Providing and fixing 40mm thick wire gauge shutters using sqm 2726.49 galvanised M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63 mm for doors, windows and clerestory windows including bright finished or/and black enamelled M.S. butt hinges with necessary screws - Country wood (Padak)

9.51A.1 Providing and fixing expandable fastners of specified size with each 12.44 necessary plastic sleeves and galvanised M.S.screws including drilling holes in masonry work/CC/R.C.C. and making good etc. complete - 25mm long.

9.51A.2 Providing and fixing expandable fastners of specified size with each 14.58 necessary plastic sleeves and galvanised M.S.screws - 32mm long.



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9.51B Providing 50x50x50mm teak wood (Burma) plugs including each 33.76 cutting brick work and fixing in cement mortar 1:3 (1 cement : 3 sand) and making good the walls etc.

9.52.1B Providing and fixing first class teak wood (Burna) plain lining sqm 9068.41 tongued and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surfaces - 40 mm thick.

9.52.2B Providing and fixing First class teak wood (Burma) plain lining sqm 5793.30 tongued and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surfaces - 25 mm thick.

9.53.3B Providing and fixing 20 mm thick plain lining tongued and sqm 4674.74 grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - teak wood (Burma).

9.53.4P Providing and fixing 20 mm thick plain lining tongued and sqm 2045.90 grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - Country wood (Padak).

9.54.3B Providing and fixing 12 mm thick plain lining tongued and sqm 2928.02 grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - teak wood (Burma).

9.54.4P Providing and fixing 12 mm thick plain lining tongued and sqm 1342.50 grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - country wood (Padak).

9.54A.1 Providing and fixing in wall lining flat pressed three layer & sqm 685.73 graded (medium density) particle board prelaminated one side decorative lamination on other side balancing lamination grade I, type II conforming to IS 12823 including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete - 12 mm thick.

9.54A.2 Providing and fixing in wall lining flat pressed three layer & sqm 750.25 graded (medium density) particle board prelaminated one side decorative lamination on other side balancing lamination grade I, type II conforming to is 12823 including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete - 18 mm thick.

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9.54A.3 Providing and fixing in wall lining flat pressed three layer & sqm 879.30 graded (medium density) particle board prelaminated one side decorative lamination on other side balancing lamination grade I, type II conforming to IS 12823 including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete - 25 mm thick.

9.55A.2 Providing and fixing specified wood frame work consisting of cum 227584.2 battens 50 x 25 mm fixed with rawl plug and drilling nececessary holes for rawl plug etc. including priming coat complete - Teak wood (Burma)

9.57.1 Providing and fixing 4mm thick plywood plain lining with sqm 1198.52 necessary screws,priming coat on unexposed surface etc.complete with-teak ply facings of approved manufacture - teak ply facing of approved manufacture.

9.57.2 Providing and fixing 4mm thick plywood plain lining with sqm 790.28 necessary screws,priming coat on unexposed surface etc. complete with - Commercial ply facings of approved manufacture.

9.57A Providing and fixing 1.1mm thick pvc lamination sheet for sqm 450.44 doors.the rate shall include labour charge for fixing, brass screws and washers etc complete.

9.57B Providing and fixing aluminium sheet 24 gauge for doors Sqm 611.49 including screws etc. complete.

9.59B Providing and fixing 40mm thick 1st class teak wood (Burma) sqm 10075.66 plain panelling with skirting chair rails, and cornice with necessary screws priming coat on unexposed surface etc. complete.

9.60A.1 Providing and fixing skirting of prelaminated with (one side sqm 797.69 decorative and other side balancing lamination) flat pressed, 3 layer and graded particle board (medium density) grade I, type II conforming to IS : 12823, with necessary fixing arrangements and screws including drilling necessary holes for rawl plugs etc. and priming coat on unexposed surface complete - 18 mm thick.

9.60A.2 Providing and fixing skirting of prelaminated with (one side sqm 926.73 decorative and other side balancing lamination) flat pressed, 3 layer and graded particle board (medium density) grade I, type II conforming to IS : 12823, with necessary fixing arrangements and screws including drilling necessary holes for

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9 . Wood Work Code No. Description Unit Rate Rs. rawl plugs etc. and priming coat on unexposed surface complete - 25 mm thick.

9.61.1.1B Providing and fixing first class teak wood moulded beading to metre 170.74 door and window frames with iron screws,plugs and priming coat on unexposed surface etc.complete - 50x12mm Teak wood (Burma).

9.61.1.2B Providing and fixing first class teak wood moulded beading to metre 256.96 door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete - 50x20mm Teak wood (Burma).

9.67.1B Providing and fixing plain jaffri of 35x10mm laths placed sqm 3180.53 35mm apart (frames to be paid separately) including fixing 50x12 mm beading complete with - teak wood (Burma).

9.67.2P Providing and fixing plain jaffri of 35 x 10 mm laths placed sqm 1456.02 35 mm apart (frames to be paid separately) including fixing 50 x 12 mm beading complete with - Country wood (Padak).

9.73A Providing and fixing 18 mm thick, 150mm wide pelmet of flat metre 246.25 pressed 3 layer and graded particle board (medium density) Grade I conforming to IS : 3087) including top cover of 6 mm commercial ply wood, nickel plated M.S. pipe 20 mm dia (heavy type) curtain rod with nickel plated brackets including fixing with 25 x 3mm M.S. flat 10 cm long and rawl plugs 50 mm long (designation 10 no.) etc all complete.

9.73P Supplying and fixing 150mm wide pelmet using 8mm thick metre 440.22 cement bonded wooden particle board supported on 25mm thick country wood planks (Padak) and fixing of m.s. clamp on walls, using 16mm dia aluminium pipes and couplings including two coats of paint over one coat of primer etc. complete.

9.74A.1 Extra for using veneered particle board in item of pelmet 18 metre 16.89 mm thick 150 mm wide - commercial veneering on both sides.

9.74A.2 Extra for using veneered particle board in item of pelmet 18 metre 84.47 mm thick 150 mm wide - particle board with teak veneering on both sides.

9.74A.3 Extra for using veneered particle board in item of pelmet 18 metre 15.02 mm thick 150 mm wide - prelaminated particle board with decorative lamination on one side and balancing lamination on the other side, grade I, type II, conforming to IS: 12823. Karaikal Page 47


9.74B Providing and fixing teak wood lipping of size 25x3mm in metre 26.10 pelmet.

9.79.1 Providing and fixing curtain rods of 1.25mm thick chromium metre 192.84 plated brass plate, with two choromium plated brass brackets fixed with C.P.brass screws and wooden plugs etc. wherever necessary complete - 12mm diameter.

9.79.2 Providing and fixing curtain rods of 1.25mm thick chromium metre 257.36 plated brass plate, with two choromium plated brass brackets fixed with C.P.brass screws and wooden plugs, etc., wherever necessary complete - 20mm diameter.

9.79.3 Providing and fixing curtain rods of 1.25mm thick chromium metre 302.52 plated brass plate, with two choromium plated brass brackets fixed with C.P.brass screws and wooden plugs, etc., wherever necessary complete - 25mm diameter.

9.80 Providing and fixing M.S. round or square bars at required kg 57.75 spacings in wooden frames of windows and clerestory windows.

9.81 Providing and fixing M.S.round or square bars with M.S.flats at kg 53.95 required spacings in wooden frames of windows and clerestory windows.

9.82.1 Providing and fixing M.S. grills of required pattern in frames Kg 77.87 of windows etc. with M.S. flats, square or round bars etc. all complete - fixed to steel windows by welding.

9.82.2 Providing and fixing M.S. grills of required pattern in frames Kg 80.22 of windows etc. with M.S. flats, square or round bars etc. all complete - fixed to openings / wooden frames with rawl plugs.

9.83B Providing and fixing expanded metal 20x60mm strands sqm 1032.31 3.25mm wide and 1.6mm thick for windows etc.including 62x19mm beading of second class teak wood (Burma).

9.85.1B Providing and fixing fly proof galvanized M.S.wire gauze to sqm 1095.94 windows and clerestory windows including 62x19mm beading of second class teak wood (Burma) -with wire gauze of I.S.gauge designation 85g with wire of dia. 0.56mm

9.85.2N Providing and fixing fly proof galvanised M.S. wire gauge to sqm 362.96 windows and clerestory windows using galvanised M.S. wire gauge with average width of aperture 1.4mm in both directions with wire of dia. 0.63mm. With 12mm mild steel U beading. Karaikal Page 48


9.87 Providing 40x5 mm flat iron hold fast 40 cm long including each 88.65 fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size).

9.88P Providing beams including hoisting, fixing in position and cum 81739.51 applying wood preservative for the unexposed surfaces etc. complete with Padak wood.

9.93.1 Providing and fixing M.S. pressed butt hinges bright finished each 24.21 with necessary screws etc. complete - 125x65x2.12mm.




9.94.1 Providing and fixing M.S. pressed parliamentary hinges bright each 44.23 finished with necessary screws etc. complete - 150x125x27x2.80mm.




9.95.1 Providing and fixing M.S.single acting spring hinges bright each 92.49 finished with necessary screws etc.complete - 150mm

9.95.2 Providing and fixing M.S.single acting spring hinges bright each 86.04 finished with necessary screws etc.complete - 125mm

9.95.3 Providing and fixing M.S.single acting spring hinges bright each 78.04 Karaikal Page 49


9.96.1 Providing and fixing M.S. double acting spring hinges bright each 111.85 finished with necessary screws etc. complete - 150mm.



9.98.1 Providing 1 mm thick M.S. piano hinges finished with nickel metre 96.78 plating and fixing with necessary screws - overall width 35 mm.

9.98.2 Providing 1 mm thick M.S. piano hinges finished with nickel metre 99.35 plating and fixing with necessary screws - overall width 50mm.

9.98.3 Providing 1 mm thick M.S. piano hinges finished with nickel metre 103.22 plating and fixing with necessary screws - overall width 65mm.

9.100.1 Providing and fixing M.S. sliding door bolts bright finished each 72.64 or/and black enamelled, with nuts and screws etc. complete - 300x16mm.

9.100.2 Providing and fixing M.S. sliding door bolts bright finished each 71.35 or/and black enamelled, with nuts and screws etc. complete - 250x16mm.

9.101.1.1 Providing and fixing M.S. tower bolts (barrel type) with each 51.92 necessary screws, etc. complete bright satin finished black stove enamelled - 250 x 10 mm.

9.101.1.2 Providing and fixing M.S. tower bolts (barrel type) with each 44.67 necessary screws, etc. complete - bright satin finished black stove enamelled - 200 x 10 mm.



9.101.2.1 Providing and fixing M.S. tower bolts (barrel type) with each 135.80 necessary screws, etc. complete - Copper oxidised (back finish) - 250 x 10mm

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9.101.2.2 Providing and fixing M.S. tower bolts (barrel type) with each 88.08 necessary screws, etc. complete - copper oxidised (black finish) - 200 x 10mm

9.101.2.3 Providing and fixing M.S. tower bolts (barrel type) with each 84.50 necessary screws, etc. complete - copper oxidised (back finish) - 150 x 10mm

9.101.2.4 Providing and fixing M.S. tower bolts (barrel type) with each 51.65 necessary screws, etc. complete - copper oxidised (back finish) - 100 x 10mm

9.102 Providing and fixing mild steel bright polished nickel plated each 67.03 pull bolt lock conforming to IS: 7534 with necessary nuts and screws etc.complete 85mmx42mm

9.104.1 Providing and fixing M.S.handles conforming to IS: 208 with each 13.56 necessary screws etc. complete - 125mm



9.105.1 Providing and fixing m.s.hooks and eyes conforming to IS: each 14.81 207 - 300mm

9.105.2 Providing and fixing M.S.hooks and eyes conforming to IS: each 12.23 207 - 250mm

9.105.3 Providing and fixing M.S.hooks and eyes conforming to IS: each 9.65 207 - 200mm

9.105.4 Providing and fixing M.S.hooks and eyes conforming to each 8.36 IS:207 - 150mm

9.105.5 Providing and fixing M.S.hooks and eyes conforming to each 7.07 IS:207 - 100mm

9.106 Providing and fixing M.S.fan light pivots with necessary each 9.21 screws etc.complete.

9.107 Providing and fixing m.s. fan light catch with necessary screws each 9.94 etc. complete.

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9 . Wood Work Code No. Description Unit Rate Rs. 9.108 Providing and fixing 300mm long M.S. chain with hooks for each 10.57 fan light including necessary screws etc. complete.

9.109.1 Providing and fixing M.S. safety hasp and staple conforming each 13.74 to IS: 363 with necessary screws etc. complete - 150mm.

9.109.2 Providing and fixing m.s. safety hasp and staple conforming each 12.19 to IS: 363 with necessary screws etc. complete - 115mm.

9.109.3 Providing and fixing M.S. safety hasp and staple conforming each 10.90 to IS: 363 with necessary screws etc. complete - 90mm.

9.110 Providing and fixing bright finished or/and black enamelled each 64.43 M.S. helical door spring.

9.110A.1 Providing and fixing M.S. handles for steel windows - 100 mm each 18.84 size weighing not less than 80 gms

9.110A.2 Providing and fixing M.S. handles for steel windows - 150 mm each 27.87 size weighing not less than 100 gms

9.111.1 Providing and fixing oxidised M.S. pressed butt hinges with each 31.33 necessary screws etc. complete - 125x65x2.12mm




9.112.1 Providing and fixing oxidised M.S. pressed parliamentary each 57.65 hinges with necessary screws etc. complete - 150x125x27x2.80mm.



9.112.4 Providing and fixing oxidised M.S. pressed parliamentary each 35.97 hinges with necessary screws etc. complete -

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9 . Wood Work Code No. Description Unit Rate Rs. 75x100x20x2.24mm.

9.113.1 Providing and fixing oxidised M.S. single acting spring hinges each 105.91 with necessary screws etc. complete - 150mm.



9.114.1 Providing and fixing oxidised M.S. double acting spring hinges each 112.36 with necessary screws etc. complete - 150mm.



9.115.1 Providing M.S. piano hinges, finished with brass plating and metre 138.70 fixing with necessary screws etc. complete - overall width 35mm.

9.115.2 Providing M.S. piano hinges, finished with brass plating and metre 112.90 fixing with necessary screws etc. complete - overall width 50 mm.

9.115.3 Providing M.S. piano hinges, finished with brass plating and metre 119.35 fixing with necessary screws etc. complete - overall width 65 mm.

9.116.1 Providing M.S. piano hinges finished with nickel plating and metre 118.07 fixing with necessary screws etc. complete - overall width 35 mm.



9.117.1 Providing and fixing oxidised M.S. Tee hinges with necessary each 39.90 screws etc. complete - 300x115x2.24mm

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9 . Wood Work Code No. Description Unit Rate Rs. 9.117.2 Providing and fixing oxidised M.S. Tee hinges with necessary each 37.32 screws etc. complete : 250x110x2.24mm.

9.118.1 Providing and fixing oxidised M.S. sliding door bolts with nuts each 106.19 and screws etc. complete - 300x16mm.

9.118.2 Providing and fixing oxidised m.s. sliding door bolts with nuts each 85.80 and screws etc. complete - 250x16mm.

9.119.1 Providing and fixing oxidised m.S. tower bolt black finish, each 52.56 (barrel type) with necessary screws etc. complete -

9.119.2 Providing and fixing oxidised M.S. tower bolt black finish, each 38.74 (barrel type) with necessary screws etc. complete -

9.119.3 Providing and fixing oxidised M.S. tower bolts black finish, each 31.51 (barrel type) with necessary screws etc. complete -

9.119.4 Providing and fixing oxidised M.S. tower bolts black finish, each 24.47 (barrel type) with necessary screws etc. complete -

9.120 Providing and fixing 85mm x 42mm oxidised M.S. pull bolt each 40.64 lock conforming to IS: 7534 with necessary screws, bolts, nuts and washers etc. complete.

9.121.1 providing and fixing oxidised m.s. door latches with screws etc. No 45.73 complete -300x20x6mm.

9.121.2 Providing and fixing oxidised M.S. door latches conforming to each 39.28 IS: 5930 with screws etc. complete - 250x20x6mm.

9.122.1 Providing and fixing oxidised M.S. handles conforming to IS: each 29.31 4992 with necessary screws etc. complete: 125mm.

9.122.2 Providing and fixing oxidised M.S. handles conforming to IS: each 22.73 4992 with necessary screws etc. complete - 100mm.

9.122.3 Providing and fixing oxidised M.S. handles conforming to IS: each 16.25 4992 with necessary screws etc. complete: 75mm.

9.124 Providing and fixing oxidised M.S. fan light pivot with each 17.72 necessary screws etc. complete.

9.125 Providing and fixing oxidised M.S. fan light catch with each 16.66 necessary screws etc. complete.

9.126 Providing and fixing 300mm long oxidised M.S. chain with each 43.09 Karaikal Page 54


9.127.1 Providing and fixing oxidised M.S. hasp and staple (safety each 24.58 type) conforming to IS : 363 with necessary screws etc. complete - 150mm



9.127A.1 Providing and fixing oxidised M.S. casement stays (straight each 23.99 peg type) with necessary screws etc. complete. - 300 mm weighing not less than 200 gms.

9.127A.2 Providing and fixing oxidised M.S. casement stays (straight each 19.86 peg type) with necessary screws etc. complete - 250 mm weighing not less than 150 gms.

9.127A.3 Providing and fixing oxidised M.S. casement stays (straight each 17.28 peg type) with necessary screws etc. complete - 200 mm weighing not less than 120 gms.

9.127B Providing and fixing oxidised M.S. safety chain with necessary each 43.73 fixtures for doors. (weighing not less than 450 gms)

9.128.1 Providing and fixing bright finished brass butt hinges with each 191.76 necessary screws etc. complete - 125x85x5.5mm (heavy

9.128.2 Providing and fixing bright finished brass butt hinges with each 133.69 necessary screws etc. complete - 125x70x4mm (ordinary

9.128.3 Providing and fixing bright finished brass butt hinges with each 155.35 necessary screws etc. complete - 100x85x5.5mm (heavy

9.128.4 Providing and fixing bright finished brass butt hinges with each 90.82 necessary screws etc. complete - 100x70x4mm (ordinary

9.128.5 Providing and fixing bright finished brass butt hinges with each 88.76 necessary screws etc. complete - 75x65x4mm (heavy type).

9.128.6 Providing and fixing bright finished brass butt hinges with each 50.05 necessary screws etc. complete - 75x40x2.5mm (ordinary type).

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9.128.7 Providing and fixing bright finished brass butt hinges with each 25.83 necessary screws etc. complete - 50x40x2.5mm (ordinary type).

9.129.1 Providing and fixing bright finished brass parliamentary hinges each 246.61 with necessary screws etc. complete - 150x125x27x5mm.



9.129.4 Providing and fixing bright finished brass parliamentary hinges each 173.58 with necessary screws etc. complete - 75x100x20x3.2mm.

9.134.1 Providing and fixing bright finished brass tower bolts (barrel each 253.32 type) with screws etc. complete - 250x10mm.




9.137.1 Providing and fixing bright finished brass door latch with each 69.22 necessary screws etc. complete - 300x16x5mm.

9.137.2 Providing and fixing bright finished brass door latch with each 661.65 necessary screws etc. complete - 250x16x5mm.

9.139 Providing and fixing bright finished brass 100mm mortice each 4938.82 latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved

9.140 Providing and fixing bright finished brass 100mm mortice each 646.48 latch with one dead bolt and a pair of lever handles with necessary screws etc. complete (best make of approved

9.141 Providing and fixing bright finished brass night latch including each 711.00 necessary screws etc. complete (best make of approved

9.142.1 Providing and fixing special quality bright finished brass cup each 123.87 board or ward robe locks with six levers including necessary Karaikal Page 56

9 . Wood Work Code No. Description Unit Rate Rs. screws etc. complete (best make of approved quality) - 40mm.

9.142.2 Providing and fixing special quality bright finished brass cup each 136.76 board or ward robe locks with six levers including necessary screws etc. complete (best make of approved quality): 50mm.

9.142.3 Providing and fixing special quality bright finished brass cup each 149.67 board or ward robe locks with six levers including necessary screws etc. complete (best make of approved quality) - 65mm.

9.142.4 Providing and fixing special quality bright finished brass cup each 162.58 board or ward robe locks with six levers including necessary screws etc. complete (best make of approved quality) - 75mm.

9.143 Providing and fixing 50mm bright finished brass cup board or each 37.64 wardrobe knob with necessary screws (best make of approved quality).

9.146.1 Providing and fixing bright finished brass handles with each 875.83 necessary screws etc. complete - 125mm.



9.149 Providing and fixing bright finished brass hanging type floor each 62.15 door stopper with necesary screws etc. complete.

9.150 Providing and fixing bright finished brass hydraulic door closer each 1007.22 (best make of approved quality) with necessary accessories and screws etc. complete.

9.150A.1 Providing and fixing bright finished brass hydraulic door closer each 851.95 of approved quality with accessories and screws etc. complete - Sleek design type.

9.150A.2 Providing and fixing bright finished brass hydraulic door closer each 1174.55 of approved quality with accessories and screws etc. complete - Hidden type.

9.152 Providing and fixing bright finished brass casement window each 54.00 fastener with necessary screws etc. complete.

9.153.1 Providing and fixing bright finished brass casement stays each 107.16 Karaikal Page 57


9.153.2 Providing and fixing bright finished brass casement stays each 92.71 (straight peg type) with necessary screws etc. complete - 250mm weighing not less than 280 gms.

9.153.3 Providing and fixing bright finished brass casement stays each 79.80 (straight peg type) with necessary screws etc. complete - 200mm weighing not less than 240 gms.

9.155 Providing and fixing bright finished brass fan light catch with each 40.68 necessary screws etc. complete.

9.158.1 Providing and fixing bright finished brass hasp and staple each 77.96 (safety type) with necessary screws etc. complete - 150mm.



9.197 Providing and fixing chromium plated brass 100mm mortice each 685.19 latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved

9.198 Providing and fixing chromium plated brass night latch each 594.86 including necessary screws etc. complete (best make of approved quality).

9.199.1 Providing and fixing special quality chromium plated brass each 117.40 cupboard locks with six levers including necessary screws etc. complete (best make of approved quality) of size 40mm.




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9 . Wood Work Code No. Description Unit Rate Rs. 9.200 Providing andfixing chromium plated brass 50mm cupboard or each 44.09 wardrobe knobs with nuts complete.

9.203.1 Providing and fixing chromium plated brass handles with each 200.77 necessary screws etc. complete - 125mm

9.203.2 Providing and fixing chromium plated brass handles with each 168.21 necessary screws etc. complete - 100mm.

9.203.3 Providing and fixing chromium plated brass handles with each 129.50 necessary screws etc. complete - 75mm.

9.207 Providing and fixing chromium plated brass casement window each 85.74 fastener with necessary screws etc. complete.

9.208.1 Providing and fixing chromium plated brass casement stays each 130.90 (straight peg type) with necessary screws etc. complete - 300mm weighing not less than 330 gms.



9.215.1 Providing and fixing aluminium butt hinges anodised (anodic each 103.13 coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 125 x 75 x 4mm.

9.215.2 Providing and fixing aluminium butt hinges anodised (anodic each 96.67 coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 125 x 63 x4mm.



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9 . Wood Work Code No. Description Unit Rate Rs. 9.215.5 Providing and fixing aluminium butt hinges anodised (anodic each 78.20 coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 100 x 63 x 3.2mm.


9.215.7 Providing and fixing aluminium butt hinges anodised (anodic each 49.66 coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 75 x 63 x 3.2mm.



9.218.1 Providing and fixing aluminium sliding door bolts anodised each 236.06 (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete - 300 x 16mm.

9.218.2 Providing and fixing aluminium sliding door bolts anodised each 216.70 (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete - 250 x 16mm.

9.219.1 Providing and fixing aluminium tower bolts anodised (anodic each 108.87 coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 300 x 10mm.


9.219.3 Providing and fixing aluminium tower bolts anodised (anodic each 95.69 coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary Karaikal Page 60

9 . Wood Work Code No. Description Unit Rate Rs. screws etc. complete - 200 x 10mm.


9.219.5 Providing and fixing aluminium tower bolts anodised (anodic each 52.04 coating not less than grade Ac 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 100 x 10mm.

9.220 Providing and fixing aluminium pull bolt lock anodised (anodic each 53.54 coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.

9.221 Providing and fixing 50 cm long aluminium kicking plate 100 each 138.22 x 3.15mm anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete.

9.222.1 Providing and fixing aluminium handles anodised (anodic each 39.47 coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 125mm.

9.222.2 Providing and fixing aluminium handles anodised (anodic each 39.32 coating not less than grade Ac 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 100mm.

9.222.3 Providing and fixing aluminium handles anodised (anodic each 34.41 coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 75mm.

9.223.1 Providing and fixing aluminium hanging floor door stopper each 42.54 anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete - Single rubber stopper.

9.223.2 Providing and fixing aluminium hanging floor door stopper each 68.35 anodised (anodic coating not less than grade Ac 10 as per Is : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete - Twin rubber stopper.

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9.224 Providing and fixing aluminium casement stays anodised each 66.38 (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.

9.225 Providing and fixing bright finished brass 100mm mortice each 789.91 latch and lock with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles with necessary screws etc. complete (best make of approved quality).

9.226 Providing and fixing aluminium tee channals (heavy duty) metre 50.34 with rollers, stop end in pelmets as curtain rod.

9.229 Providing and fixing godrej nov-tal lock - 65mm size each 410.60 9.232 Supplying and fixing wooden partition using country wood sqm. 1751.53 frames (padak) size of 75 x 50 mm at 120 cm c/c vertically, and 90 cm c/c horizontally to suit with site condition, covering of cement bonded wooden particle board 8 mm thick on both side of the frames including fixing of M.S. clamps, screws to walls, floors and making the walls good etc. complete. the rate is inclusive of all materials and labour

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10 . Steel Work Code No. Description Unit Rate Rs.

10.1 Structural steel work in single section fixed without connecting Kg 51.62 plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all

10.2 Structural steel work in single section fixed with connecting kg 51.27 plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all

10.3 Structural steel work reveted or bolted in built up section, kg 60.50 trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

10.4 Structural steel work welded in built up section, trusses and kg 56.82 framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all

10.5 Providing and fixing in position collapsible steel shutters with Sqm 3748.76 vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of t-iron 40x40x6mm with 40mm dia, steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles, including applying a priming coat of approved steel primer.

10.6 Providing and fixing 1mm thick m.s. sheet sliding shutters Sqm 2609.20 with frame and diagonal braces of 40x40x6mm angle iron, 3mm M.S.gusset plates at the junction and corners, 25mm dia. pulley, 40x40x6mm angle and t-iron guide at the top and bottom respectively including applying a priming coat of approved steel primer.

10.7.1 Providing and fixing 1mm thick M.S. sheet door with frame of Sqm 2264.08 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners, all nessesary fittings complete,including applying a priming coat of approved steel primer- using M.S. angles 40x40x6mm for diagonal braces.

10.7.2 Providing and fixing 1mm thick M.S. sheet garage door with Sqm 2192.91 frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners, all necessary fittings complete, including applying a priming coat of approved steel primer- using flats 30x6mm for diagonal braces and central cross

10.7.3 Providing and fixing perforated MS sheet of 1 mm thick of sqm 1492.11 approved make with MS flat (15 x 3 mm) beading welded at 100 mm intervals around the panels including the cost of applying a priming coat of yellow zinc chromate primer,

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10 . Steel Work Code No. Description Unit Rate Rs. fixing of MS 75 mm handles (size of 15 mm x 3 mm thick) and 100 mm MS tower bolts for existing steel window frames the rate including welding at site and labour charges etc., complete.

10.8.1 Supplying and fixing rolling shutters of approved make, made Sqm 2754.65 of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters - 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover.

10.8.2 Supplying and fixing rolling shutters of approved make, made sqm 2559.13 of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters - 80 x 1.20 mm M.S. laths with 1.20 mm thick top cover.

10.8.3 Supplying and fixing rolling shutters of approved make, made sqm 2301.04 of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters - 80 x 0.90 mm M.S. laths with 0.90 mm thick top cover.

10.9 Providing and fixing ball bearing for rolling shutters. each 337.36 10.10.1 Extra for providing mechanical device chain and crank Sqm 374.08 operation for operating rolling shutters - exceeding 10.00 sqm and upto 16.80 sqm in the area.

10.10.2 Extra for providing mechanical device chain and crank Sqm 432.74 operation for operating rolling shutters - exceeding 16.80 sqm in area.

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10.10A Extra for providing grilled rolling shutters manufactured out of sqm 175.97 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in-Charge (area of grill to be measured).

10.12.1 Providing and fixing steel glazed doors of standard rolled steel Sqm 2582.82 sections, joints mitred and welded with 15 x 3mm lugs, 10cm long, with steel lugs, embedded in cement concrete blocks 15 x 10 x 10cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required.

10.12.2 Providing and fixing steel glazed windows of standard rolled Sqm 1564.76 steel sections, joints mitred and welded with 15 x 3mm lugs, 10cm long, withsteel lugs, embedded in cement concrete blocks 15 x 10 x 10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required - windows fixed.

10.12.2A Providing and fixing flush butt welded steel windows of sqm 2401.00 standard rolled steel sections, joints mitred and welded with 15 x 3 mm lugs, 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement:3 coarse sand: 6 graded stone aggregate 20 mm nominal size) or wooden plugs and screws with bolts and nuts / welding as required including fixing perforated sheet of 1.00 mm thick in the shutter panels with M.S. flats of approved make including the cost of applying a priming coat of zinc primer etc., complete - Windows fixed.

10.12.3 Providing and fixing steel glazed windows of standard rolled Sqm 2104.39 steel sections, joints mitred and welded with 15 x 3mm lugs, 10cm long, with steel lugs, embedded in cement concrete blocks 15 x 10 x 10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20cm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal sash putty Karaikal Page 65

10 . Steel Work Code No. Description Unit Rate Rs. of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required - windows-side hung.

10.12.3A Providing and fixing flush butt welded steel windows of sqm 3063.00 standard rolled steel sections, joints mitred and welded with 15 x 3 mm lugs, 10 cm long with steel lugs, embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement:3 coarse sand: 6 graded stone aggregate 20 mm nominal size) or wooden plugs and screws with fixing bolts and nuts / welding as required, including fixing perforated sheet of 1.00 mm thick of approved make, with M.S. flat beading welded around the panels including the cost of applying a priming coat of zinc primer, fixing of MS 75 mm handles (size of 15mm x 3 mm thick) and 100 mm MS tower bolts and hinges etc. complete - windows side hung.

10.12.4 Providing and fixing steel glazed ventilators of standard rolled Sqm 2104.39 steel sections, joints mitred and welded with 15 x 3mm lugs, 10cm long, with steel lugs, embedded in cement concrete blocks 15 x 10 x 10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required - ventilators-top hung.

10.12.5 Providing and fixing steel glazed ventilators of standard rolled Sqm 2104.39 steel sections, joints mitred and welded with 15 x 3mm lugs, 10cm long, with steel lugs, embedded in cement concrete blocks 15 x 10 x 10cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing or glass panes with glazing clips and special metal sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required - ventilators-centre hung.

10.12.6.1 Providing and fixing steel glazed windows of standard rolled Sqm 1564.76 steel sections, joints mitred and welded with 15 x 3mm lugs, 10cm long, withsteel lugs, embedded in cement concrete Karaikal Page 66

10 . Steel Work Code No. Description Unit Rate Rs. blocks 15 x 10 x 10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required - In composite units of doors, windows and ventilators - For overall portion treated as fixed.

10.13 Extra for providing and fixing steel beading of approved shape metre 50.26 and section with screws instead of glazing clips and metal sash putty in steel doors, windows, ventilators and composite

10.14 Providing and fixing t-iron frames for doors, windows and Kg 69.21 ventilators of mild steel tee-sections, joints mitred and welded with 15 x 3mm lugs 10cm long embedded in cement concrete blocks 15 x 10 x 10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including fixing or necessary butt hinges and screws and applying a priming coat of approved steel primer.

10.15.1 Providing and fixing pressed steel door frames manufactured metre 252.16 from commercial mild steel sheet of 1.25mm thickness including hinges jamb, lock jamb, bead and if required angle threshhold of mild steel angle of section 50 x 25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split and tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by engineer-in-charge - profile A.

10.15.2 Providing and fixing pressed steel door frames manufactured metre 256.81 from commercial mild steel sheet of 1.25mm thickness including hinges jamb, lock jamb, bead and if required angle threshhold of mild steel angle of section 50 x 25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split and tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by engineer-in-charge

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10 . Steel Work Code No. Description Unit Rate Rs. - profile B.

10.15.3 Providing and fixing pressed steel door frames manufactured metre 286.14 from commercial mild steel sheet of 1.25mm thickness including hinges jamb, lock jamb, bead and if required angle threshhold of mild steel angle of section 50 x 25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split and tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by engineer-in-charge - profile C.

10.16.1 Steel work in built up tubular trusses including cutting, hoisting, Kg 87.90 fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete - hot finished welded type tubes (conforming to is : 1161-1979).

10.16.2 Steel work in built up tubular trusses including cutting, hoisting, Kg 94.06 fixing in position in plates for connecting truss members in purlins, tie runners including providing necessary anchor bolts etc. and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete - hot finished seamless type tubes (conforming to is : 1161-1979)

10.16.3 Steel work in built up tubular trusses including cutting, hoisting, Kg 100.22 fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete - electric resistance or induction butt welded tubes (conforming to is: 1161-1979).

10.17 Providing and fixing 20x6mm mild steel 15cm long clamps each 42.96 for securing chick tops.

10.18 Providing and fixing mild steel rings of 6mm round for bar and each 30.05 40mm internal dia for fastening ropes of chicks.

10.19 Providing and fixing M.S. fan clamp type-i of 16mm dia m.s. each 92.44 bar bent to shape with hooked ends in R.C.C. slabs during laying including painting the exposed portion of loop, all as per standard design complete.

10.20 Extra over rate of code no.10.19 for providing and fixing cm.heig 1.35 M.S. fan lamp type-ii as per design in R.C.C. beams during Karaikal Page 68

10 . Steel Work Code No. Description Unit Rate Rs. laying towards the additional height of the clamp due to beam rib.

10.21 Providing and fixing circular cast iron box for ceiling fan each 107.15 clamp 140mm internal dia, 73mm height, 5mm thick rim bottom and top lids, 1.5mm thick M.S. sheet with its top surface backed for proper bonding top lid shall be screwed into the cast iron box by means of 3.3mm dia round headed screws, one lock at the corners. clamps shall be made of 12mm dia M.S. bar bent to shape as per standard drawing.

10.21A Providing and fixing circular/hexagonal M.S. sheet ceiling fan each 98.94 box with of internal dia 140mm, 73mm height, 3mm thick rim bottom and top lids, 1.5mm thick M.S. sheet. lid shall be screwed into M.S. box by means of 3mm round headed screws, clamps shall be made of 12mm dia M.S. bar bent to shape as per standard drawing with over all length as 80cm.

10.22 Providing and fixing M.S. round holding down bolts with nuts Kg 63.82 and washer plates complete.

10.23 Providing and fixing bolts upto 300mm in length including kg 84.88 nuts and washers complete.

10.24 Providing and fixing bolts above 300mm in length including kg 79.02 nuts and washers complete.

10.25 Providing and fixing m.s. rivets of sizes in position. Kg 99.72 10.26 Welding by gas plant including transportation of gas welding metre 1.32 plant at site etc. complete.

10.27 Welding by electric plant including transportation of electric metre 1.14 welding plant at site etc. complete.

10.28 Providing and fixing bright finished brass casement window each 66.33 fasteners of minimum weight 200gms to side hung steel windows with necessary welding and machine screws etc. complete.

10.29 Providing and fixing bright finished brass peg stays 300mm each 117.95 long of minimum weight 330gms. to side hung steel windows with necessary welding and machine screws etc. complete

10.30.1 Providing and fixing bright finished brass peg stays to steel each 117.95 ventilators with necessary welding and machine screws etc. complete - 300mm long of minimum weight of 330 gms.

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10.30.2 Providing and fixing bright finished brass peg stays to steel each 105.04 ventilators with necessary welding and machine screws etc. complete - 250mm long of minimum weight of 280 gms.

10.30.3 Providing and fixing bright finished brass peg stays to steel each 92.14 ventilators with necessary welding and machine screws etc. complete- 200mm long of minimum weight of 240gms.

10.31 Providing and fixing 14mm bright finished brass spring catch each 50.84 to steel centre hung ventilators with necessary welding and machine screws etc. complete.

10.31B supplying and fixing of steel grill work of m.s. Kg 58.61 angles,flats,squares and pipes including cost of welding charges, fixing in position in masonry walls with cement concrete 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 12.5mm nnominal size) including one coat of priming coat etc. complete.

10.32.1 Steel work welded in built up section / framed work including kg 59.27 cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required - in stringes, treads, landings etc. of stair cases including use of chequered plate wherever required; all

10.32.2 Steel work welded in built up sections/ framed work including Kg 64.89 cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. - in gratings, frames, guard bar, ladders, railings, brackets, gates and similar works.

10.33.1 Providing and fixing hand rail by welding etc. to steel ladder kg 85.37 railing, balcony railing & staircase railing including applying a coat of steel primer - M.S. tubes (medium) 40 mm nominal bore.

10.33.3 Providing and fixing hand rail by welding etc. to steel ladder kg 94.73 railing, balcony railing & staircase railing including applying a coat of steel primer - G.I. pipes 40 mm nominal bore. ( Class

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11 . Flooring Code No. Description Unit Rate Rs.

11.1.1 Brick on edge flooring with bricks of class designation 35 Sqm 446.59 including cement slurry etc. complete in cement mortar 1:4(1 cement: 4 coarse sand).

11.1.1K Brick on edge flooring with bricks of Table moulded bricks sqm 486.35 including cement slurry etc.complete in cement mortar 1:4 (1 cement : 4 coarse sand)

11.1.2 Brick on edge flooring with bricks of class designation 35 Sqm 410.18 including cement slurry etc. complete in cement mortar 1:6 (1 cement:6 sand).

11.1.2K Brick on edge flooring with bricks of Table moulded bricks sqm 449.95 including cement slurry etc.complete in cement mortar 1:6 (1 cement : 6 sand)

11.3 Extra for brick flooring laid diagonal herring bone bond or Sqm 17.37 other pattern as specified.

11.4.1 Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 Sqm 202.45 graded stone aggregate ) finished with a floating coat of neat cement including cement slurry, rounding off edges and strips etc. but excluding the cost of nosing of steps etc. complete - 25mm thick with 12.5mm nominal size stone aggregate.

11.4.2 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 Sqm 270.94 graded stone aggregate) finished with a floating coat of neat cement including cement slurry. but excluding the cost of nosing of steps etc. complete 40mm thick with 20mm nominal size stone aggregate.

11.4.3 Cement concrete flooring 1:2:4(1 cement: 2 coarse sand: 4 Sqm 319.05 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, rounding off edges and strips etc. but excluding the cost of nosing of steps etc. complete - 50mm thick with 20mm nominal size stone aggregate.

11.4.4 Cement concrete flooring 1:2:4 (1 cement:2 coarse sand: 4 Sqm 436.55 graded stone aggregate ) finished with a floating coat of neat cement including cement slurry, rounding off edges and strips etc. but excluding the cost of nosing of steps etc. complete - 75mm thick with 20mm nominal size stone aggregate.

11.8 52mm thick cement concrete flooring with metallic concrete Sqm 407.94 hardener topping under layer 40mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick metallic Karaikal Page 71

11 . Flooring Code No. Description Unit Rate Rs. concrete hardener consisting of mix 1:2 ( 1 cement hardener mix : 2 stone aggregate 6mm nominal size) by volume with which metallic hardening compound of approved quality is mixed in the ratio 4:1 ( 4 parts of cement : 1 part of metallic floor hardening compound of approved quality) by weight including cement slurry, rounding of edges and strips etc. but excluding the cost of nosing of steps etc. complete.

11.9 62mm thick cement concrete flooring with metallic concrete Sqm 451.41 hardener topping under layer 50mm thick cement concrete 1:2:4(1 cement:2 sand:4 graded stone aggregate of 20mm nominal size) and top layer 12mm thick metallic cement hardener consisting of mix 1:2(1 cement hardener mix :2 stone aggregate 6mm nominal size) by volume with which metallic hardening compound of approved quality is mixed in the ratio 4:1 (4 parts of cement:1 part of metallic floor hardening compound of approved quality) by weight including cement slurry, rounding off edges and strips etc. but excluding the cost of nosing of steps etc. complete.

11.10.1 Cement plaster skirting (upto 30cm height) with cement Sqm 232.03 mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement including rounding of junctions with floor - 18mm thick.

11.10.2 Cement plaster skirting (upto 30cm height) with cement Sqm 245.17 mortar 1:3(1 cement :3 sand) finished with a floating coat of neat cement including rounding of junctions with floor - 21mm thick.

11.11.1 Red oxide plaster skirting (upto 30cm height) with top layer Sqm 277.19 of 6mm thick plaster of cement mix using 3.5kg. of red oxide of iron per 50kg. of cement in mortar 1:3(1 cement:3 sand) finished with a floating coat of cement red oxide mix of same proportion -18mm thick with under layer of 12mm thick cement plaster 1:3(1 cement :3 sand)

11.11.2 Red oxide plaster skirting (upto 30cm height ) with top layer Sqm 289.45 of 6mm thick plaster of cement mix, using 3.5kg. of red oxide of iron per 50 kg of cement in mortar 1:3(1 cement: 3 sand) finished with a floating coat of cement red oxide mix of same proportion -21mm thick with under layer 15mm thick cement plaster 1:3 (1 cement:3 sand).

11.12 Add or deduct for using more or less than 3.5kg of red oxide of Sqm 12.71 iron per 50kg of cement in 18mm or 21mm thick red oxide plaster skirting. Karaikal Page 72


11.13 Cement concrete pavement (25mm to 50mm thick) with Cum 5072.29 1:2:4(1 cement:2 sand:4 graded stone aggregate 20mm nominal size) including finishing complete.

11.14 Extra for making chequers of approved pattern on cement Sqm 22.28 concrete floors, steps landing, pavements etc.

11.15.1 40mm thick marble chips flooring rubbed and polished to Sqm 423.20 granolithic finish, under layer 34mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - dark shade pigment with ordinary cement.

11.15.2 40mm thick marble chips flooring rubbed and polished to Sqm 497.61 granolithic finish, under layer 34mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5 nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - light shade pigment with white cement.

11.15.3 40mm thick marble chips flooring rubbed and polished to Sqm 457.96 granolithic finish, under layer 34mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5 nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - medium shade pigment with approximately 50%white cement and 50% ordinary cement.

11.15.4 40mm thick marble chips flooring rubbed and polished to Sqm 447.18 granolithic finish under layer 34mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5 nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes Karaikal Page 73

11 . Flooring Code No. Description Unit Rate Rs. from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - white cement without any pigment.

11.15.5 40mm thick marble chips flooring rubbed and polished to Sqm 454.85 granolithic finish, under layer 34mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - light shade pigment with ordinary cement.

11.16.1 40mm thick marble chips flooring, rubbed and polished to Sqm 437.17 granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 9mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - dark shade pigment with ordinary cement.

11.16.2 40mm thick marble chips flooring, rubbed and polished to Sqm 543.33 granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 9mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - light shade pigment with white cement.

11.16.3 40mm thick morble chips flooring, rubbed and polished to Sqm 486.69 granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size ) and top layer 9mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble

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11 . Flooring Code No. Description Unit Rate Rs. chips) by volume including cement slurry etc. complete - medium shade pigment with approximately 50% white cement and 50% ordinary cement.

11.16.4 40mm thick marble chips flooring, rubbed and polished to Sqm 474.10 granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 9mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - white cement without any pigment.

11.16.5 40mm thick marble chips flooring, rubbed and polished to Sqm 482.30 granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 9mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - light shade pigment with ordinary cement.

11.18.1.1 Marble chips skirting (upto 30cm height) rubbed and polished Sqm 523.82 to granolithic finish, top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume - 18mm thick with under layer 12mm thick in cement plaster 1:3 (1 cement : 3 sand) - dark shade pigment with ordinary cement.

11.18.1.2 Marble chips skirting (upto 30cm height) rubbed and polished Sqm 598.23 to granolithic finish, top layer 6mm thick with black, chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume - 18mm thick with under layer 12mm thick in cement plaster 1:3 (1 cement : 3 sand) - light shade pigment with white cement.

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11 . Flooring Code No. Description Unit Rate Rs. 11.18.1.3 Marble chips skirting (upto 30cm height) rubbed and polished Sqm 558.57 to granolithic finish, top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume - 18mm thick with under layer 12mm thick in cement plaster 1:3 (1 cement : 3 sand) - medium shade pigment with approximately 50% white cement and 50% ordinary cement.

11.18.1.4 Marble chips skirting (upto 30cm height) rubbed and polished Sqm 547.80 to granolithic finish, top layer 6mm thick with white, black, chocolate, grey, yellow and baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume - 18mm thick with under layer 12mm thick in cement plaster 1:3 (1 cement : 3 sand) - white cement without any pigment.

11.18.1.5 Marble chips skirting (upto 30cm height) rubbed and polished Sqm 555.47 to granolithic finish, top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume - 18mm thick with under layer 12mm thick in cement plaster 1:3 (1 cement : 3 sand) - light shade pigment with ordinary cement.

11.18.2.1 Marble chips skiriting (upto 30cm height ) rubbed and polished Sqm 536.07 to granolithic finish,top layer 6mm thick with white, black, chocolate, grey,yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 ( 3 cement : 1 marble powder) by weight in proporation of 4:7 (4 cement :7 marble chips) by volume: 21mm thick with under layer 15mm thick in cement plaster 1:3 (1 cement : 3 sand) - dark shade pigment with ordinary

11.18.2.2 Marble chips skirting (upto 30cm height)rubbed and polished Sqm 610.48 to granolithic finish,top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 ( 3cement : 1 marble powder) by weight in proportion of 4:7 ( 4 cement marble powder mix : 7 marble chips ) by volume: 21mm thick with under layer 15mm thick in cement plaster 1:3 (1 cement : 3 sand) -light shade pigment

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11 . Flooring Code No. Description Unit Rate Rs. with white cement.

11.18.2.3 Marble chips skirting (upto 30cm height) rubbed and polished Sqm 570.83 to granolithic finish,top layer 6mm thick with white,black,chocolate, grey,yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 ( 3 cement :1 marble powder) by weight in proportion of 4:7 ( 4 cement marble powder mix : 7 marble chips) by volume: 21mm thick with under layer 15mm thick in cement plaster 1:3 (1 cement 3 sand) -medium shade pigment with approximately 50% white cement and 50% ordinary cement.

11.18.2.4 Marble chips skirting ( upto 30cm height) rubbed and polished Sqm 560.05 to granlithic finish, top layer 6mm thick with white,black,chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement :1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix:7 marble chips)by volume: 21mm thick with under layer 15mm thick in cement plaster 1:3 (1 cement : 3 sand) -white cement without any pigment

11.18.2.5 Marble chips skirting (upto 30cm height) rubbed and polished Sqm 579.38 to granolithic finish,top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3cement :1 marble powder) by weight in proportion of 4:7 (4 cement marblee powder mix : 7 marble chips) by volume: 21mm thick with under layer 15mm thick in cement plaster 1:3 (1 cement : 3 sand) -light shade pigmenrt with ordinary cement.

11.19 Providing and fixing aluminium strips 40mm wide and 2mm metre 81.18 thick in joints of terrazo floor.

11.20.1 Providing and fixing glass strips in joints of terrazo/cement metre 23.89 concrete floors:-40mm wide and 4mm thick.

11.20.2 Providing and fixing glass strips in joints of terrazo/cement metre 26.47 concrete floors:-40mm wide and 6mm thick.

11.23 Extra for terrazo flooring laid as floor borders, margins and Sqm 15.37 similar bands exceeding 7.5cm but not exceeding 30cm in width.

Karaikal Page 77

11 . Flooring Code No. Description Unit Rate Rs. 11.24 Extra for laying terrazo flooring on stair case treads not Sqm 23.05 exceeding 30cm in width including cost of forming, nosing etc.

11.25 Extra for laying terrazo in narrow bands not exceeding 7.5cm metre 1.66 in width.

11.26 Extra for making moulded nosing in terrazo including returned metre 75.10 moulded ends and angles to mouldings.

11.27 Special surface finishing to treads, risers and the ends of Sqm 36.07 concrete steps and the like, including form work.

11.28.1 Crazy marble stone flooring including filling the gaps with Sqm 651.51 light shade pigment with white cement marble powder mixture (3 parts of white cement : 1part of marble powder) by weight in the proportion of 4:7 (4 cement marble powder mix : 7 white, black or white and black marble chips of sizes from 1mm to 4mm nominal size by volume) and under layer of 25mm thick cement concrete 1:2:4( 1 cement:2 sand :4 graded stone aggregate 12.5 nominal size) rubbing and polishing cement slurry etc. complete: 20mm thick grazy marble stone white, black or as specified.

11.29A.1 Precast terrazo tiles 20 mm thick with marble chips of sizes Sqm 741.84 upto 6 mm laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete with precast tiles on 20 mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - light shade using white cement.

11.29A.2 Precast terrazo tiles 20mm thick with marble chips of sizes Sqm 647.64 upto 6mm laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete with precast tiles on 20mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - medium shades using approximately 50% white cement and 50% ordinary cement.

11.29A.3 Precast terrazo tiles 20 mm thick with marble chips of sizes Sqm 615.38 upto 6 mm laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete with precast tiles on 20 mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - dark shade using ordinary cement.

11.29A.4 Precast terrazo tiles 20 mm thick with marble chips of sizes Sqm 573.71 upto 6 mm laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the Karaikal Page 78

11 . Flooring Code No. Description Unit Rate Rs. tiles including rubbing and polishing complete with precast tiles on 20 mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - ordinary cement without any pigment.

11.30 Extra if terrazo tiles are laid in treads of steps not exceeding Sqm 26.99 30cm in width.

11.31.1 Precast terrazo tiles 20mm thick with marble chips of sizes Sqm 925.05 upto 6mm in skirting and risers of steps not exceeding 30cm in height, on 12mm thick cement plaster 1:3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of - light shades using white

11.31.2 Precast terrazo tiles 20mm thick with marble chips of sizes Sqm 813.82 upto 6mm in skirting and risers of steps not exceeding 30cm in height, on 12mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of - medium shades using approximately 50% white cement and 50% ordinary cement.

11.31.3 Precast terrazo tiles 20mm thick with marble chips of sizes Sqm 751.23 upto 6mm in skirting and risers of steps not exceeding 30cm in height, on 12mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of -- dark shades using ordinary cement.

11.32.1 Precast terrazo tiles 20mm thick with marble chips of sizes Sqm 904.67 upto 6mm fixed on walls, on 12mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of - light shades using white cement.

11.32.2 Precast terrazo tiles 20mm thick with marble chips of sizes Sqm 793.43 upto 6mm fixed on walls, on 12mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of - medium shades using approximately 50% white cement and 50% ordinary cement.

11.32.3 Precast terrazo tiles 20mm thick with marble chips of sizes Sqm 730.85 upto 6mm fixed on walls, on 12mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing Karaikal Page 79

11 . Flooring Code No. Description Unit Rate Rs. and polishing complete with tiles of -- dark shades using ordinary cement.

11.33 Extra if cut tiles other than half tiles are used in risers of steps Sqm 102.65 skirting and dado.

11.34A.1 Chequered terrazo tiles 22 mm thick with marble chips of sizes Sqm 762.49 upto 6 mm laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - light shade using white cement.

11.34A.2 Chequerred terrazo tiles 22 mm thick with marble chips of Sqm 676.03 sizes upto 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 sand) - medium shades using approximately 50% white cement and 50% ordinary cement.

11.34A.3 Chequerred terrazo tiles 22 mm thick with marble chips of Sqm 607.64 sizes upto 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of - cement mortar 1:4 (1 cement : 3 sand) - dark shades using ordinary cement.

11.34A.4 Chequerred terrazo tiles 22 mm thick with marble chips of Sqm 565.97 sizes upto 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of - cement mortar 1:4 (1 cement : 3 sand) - ordinary cement without pigment.

11.34B.1 Chequerred precast cement concrete tiles 22 mm thick with Sqm 964.83 marble chips of size 6 mm in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and cleaning complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 sand) - light shades using white cement.

11.34B.2 Chequerred precast cement concrete tiles 22 mm thick with Sqm 898.80 marble chips of size 6 mm in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and cleaning complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 sand) - medium shade using 50 % white cement 50 % ordinary cement. Karaikal Page 80


11.34B.3 Chequerred precast cement concrete tiles 22 mm thick with Sqm 749.58 marble chips of size 6 mm in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and cleaning complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 sand) - dark shade using ordinary cement.

11.34B.4 Chequerred precast cement concrete tiles 22 mm thick with Sqm 707.92 marble chips of size 6 mm in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and cleaning complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 sand) - ordinary cement without any pigment.

11.35.2.1 Chequerred terrazo tiles 30mm thick with marble chips of Sqm 819.85 sizes upto 6mm in stairs treads jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing, rounding of nosing etc. complete on 20mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - light shades using white cement.

11.35.2.2 Chequerred terrazo tiles 30mm thick with marble chips of Sqm 710.42 sizes upto 6mm in stair treads jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing, rounding of nosing etc. complete on 20mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - medium shades using approximately 50% white cement and 50% ordinary cement.

11.35.2.3 Chequerred terrazo tiles 30mm thick with marble chips of Sqm 638.15 sizes upto 6mm in stairs treads jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing, rounding of nosing etc. complete on 20mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - dark shades using ordinary cement.

11.36A Colour glazed tiles of minimum thickness 5mm in flooring Sqm 781.54 treads of steps and landings laid on a bed of 10mm thick cement mortar 1:3 (1 cement : 3 sand) finished with flush pointing in white cement and matching pigment etc. (Johnson /Somany)

11.36B Providing and fixing glazed screen printed tiles of minimum Sqm 866.88 thickness 5 mm of approved design, colour and shade in skirting, risers of steps and dados on 12 mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with white cement Karaikal Page 81

11 . Flooring Code No. Description Unit Rate Rs. slurry mixed with matching pigment etc. complete.

11.36C.1.1 Providing and fixing 10 mm thick acid and alkali resistant tiles sqm 956.30 of approved make and colour using acid and or alkali resisting mortar bedding and joints filled with acid and or alkali resisting cement as per is : 4457 complete as per the direction of engineer-in-charge in flooring on a bed of 10 mm thick mortar 1:4 (1 cement : 4 sand) acid and alkali resistant tile.

11.36C.2.1 Providing and fixing 10 mm thick acid and alkali resistant tiles sqm 819.08 of approved make and colour using acid and or alkali resisting mortar bedding and joints filled with acid and or alkali resisting cement as per is : 4457 complete as per the direction of engineer-in-charge in dado / skirting on 12 mm thick mortar 1:4 (1 cement : 4 sand) acid and alkali resistant tile.

11.38 White glazed tiles of minimum thickness 5mm in skirting Sqm 859.92 risers of steps and dado on 12mm thick cement plaster 1:3 (1 cement : 3 sand) and jointed with white cement slurry and matching pigment etc.,(Johnson/Somany)

11.41A.1.1 Tile work in skirting, risers of steps and dado (upto 2 m Sqm 718.96 height) over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. marble tiles (polished)

11.41A.2.1 Tile work in skirting, risers of steps and dado (upto 2 m Sqm 712.96 height) over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. ceramic tiles (as per manufactures specifications) Not less than 5.5mm thick.

11.41A.3 Tile work in skirting, risers of steps and dado (upto 2 m Sqm 760.03 height) over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. plain coloured glazed tiles 5 mm thick. (Johnson / Somany)

11.41A.3A Providing and fixing terracotta tile work in skirting, wall sqm 681.62 facing over 12 mm thick bed of cement mortar 1:3 and jointed with cement slurry including pointing in white cement mixed with pigment of matching shades complete.

Karaikal Page 82

11 . Flooring Code No. Description Unit Rate Rs. 11.41A.4 Tile work in skirting, risers of steps and dado (upto 2 m Sqm 760.03 height) over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. factory printed glazed

11.41A.5 Tile work in skirting risers of steps and dado (upto 2m height) sqm 1536.95 over 12mm thick bed of cement mortar 1:3 (one cement : three sand) and jointed with grey cement slurry at 3.3kg/sqm including pointing in white cement mixed with pigment of matching shade complete.Baroda green marble 15mm thick.

11.42.2.1 Marble stone flooring over 20mm(average) thick base laid and Sqm 2201.96 jointed with grey cement slurry including rubbing and polishing complete with -15mm thick makrana white second quality marble -base in cement mortar 1:4 (1 cement:4 sand)

11.42.2.1A Marble stone flooring over 20mm(average) thick base laid and sqm 1540.90 jointed with grey cement slurry including rubbing and polishing complete with -15mm thick Mourvadu white marble -base in cement mortar 1:4 (1 cement:4 sand)

11.42.5.1 Marble stone flooring with 15mm thick marble stone over Sqm 1325.05 20mm (average) thick base laid and jointed with grey cement slurry including rubbing and polishing complete with - 15mm thick makrana doongri adanga - base in cement mortar 1:4 (1 cement:4 sand)

11.42.5.1A Marble stone flooring with 15mm thick marble stone over sqm 1540.90 20mm (average) thick base laid and jointed with grey cement slurry including rubbing and polishing complete with 15mm thick Baroda green Marble base in cement mortar 1:4 (one cement and four sand)

11.42.18.1 Marble stone flooring with 15mm thick marble stone over Sqm 1527.41 20mm (average) thick base laid and jointed with grey cement slurry including rubbing and polishing complete with - 15mm thick Pink plain marble - base in cement mortar 1:4 (1 cement:4 sand)

11.42.21.1 Marble stone flooring with 15mm thick marble stone over Sqm 1257.60 20mm (average) thick base laid and jointed with grey cement slurry including rubbing and polishing complete with - 15mm thick Kumari grey marble - base in cement mortar 1:4 (1 cement:4 sand)

11.43 Extra if pigment is used in the cement slurry to match the Sqm 4.99 shade of the marble slabs. Karaikal Page 83


11.44 Extra if white cement slurry is used instead of grey cement Sqm 8.02 slurry (in joints of marble stone flooring or tiles).

11.46 Extra for nosing in marble stone for treads. metre 196.51 11.47 Extra for marble stone flooring in treads of steps, not Sqm 200.91 exceeding 30cm in width.

11.48.1.2 Kota stone slab flooring over 20mm (average) thick base laid sqm 962.34 over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) - 25 mm thick.

11.49 25mm thick kota stone slab in risers of steps skirting, dado Sqm 989.37 and pillars laid on 12mm [average] thick cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs including rubbing and polishing etc. complete.

11.64.1.1 Providing and fixing homogeneous Polyvinyl chloride sheet in Sqm 500.80 flooring and skirting in approved pattern on a smooth and damp proof base using rubber based adhesives of approved quality including rolling with light wooden roller weighing about 5kg. all complete as directed by the engineer-in-charge - 1.5mm thick - sheet.

11.64.1.2 Providing and fixing homogeneous Polyvinyl chloride tile in sqm 524.08 flooring and skirting in approved pattern on a smooth and damp proof base using rubber based adhesives of approved quality including rolling with light wooden roller weighing about 5kg. all complete as directed by the engineer-in-charge - 1.5mm thick - tiles

11.64.2.1 Providing and fixing Polyvinyl chloride sheet in flooring and Sqm 569.78 skirting in approved pattern on a smooth and damp proof base using rubber based adhesives of approved quality including rolling with light wooden roller weighing about 5kg. all complete as directed by the engineer-in-charge - 2mm thick - sheet.

11.64.2.2 Providing and fixing Polyvinyl chloride tile in flooring and Sqm 551.18 skirting in approved pattern on a smooth and damp proof base using rubber based adhesives of approved quality including rolling with light wooden roller weighing about 5kg. all complete as directed by the engineer-in-charge - 2mm thick - Karaikal Page 84

11 . Flooring Code No. Description Unit Rate Rs. tile.

11.66.1 Rubber sheet flooring plain or marble of required colour on a Sqm 143.58 smooth and damp proof base using rubber adhesive of approved quality including pressing the sheets/tiles with a suitable tool to get a smooth surface all complete as directed by the engineer-in-charge - 3.2 mm thick.

11.73 Thanthoori stone slab flooring over 20mm (average) thick Sqm 803.39 base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base in cement mortar 1:4 (1 cement : 4 sand) - Thanthoori stone slab 25mm thick.

11.74 Thanthoori stone slabs 25mm thick in risers of steps (except Sqm 943.38 staircase risers) skirting, dado and pillars laid on 12mm (average) thick cement mortar 1:3 (1 cement : 3 sand) and jointed with gray cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

11.75 25mm thick cuddappah stone slab in risers of steps skirting, Sqm 1126.34 dado, pillars laid on 12mm [average] thick cement mortar 1:3 (1 cement :3 coarse sand) and jointed with cement slurry mixed with pigment to match the shade of the slabs including rubbing and polishing etc. complete.

11.76 Thanthoori stone slabs 25mm thick of length equal to width Sqm 927.72 of staircase and width equal to tread/riser of staircase laid on 20mm (average) thick cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

11.81 Providing and laying in floors fully vitrified tiles of thickness sqm 1492.84 not less than 10mm of size 60cm x 60cm of premium quality make of Johnson/Regency/Naveen tiles of approved colour and design laid on 20mm thick cement mortar 1:4 (one cement : four sand ) including grouting the joints with white cement and matching pigment etc.,complete.

11.82 Providing and laying in floors fully vitrified tiles of thickness sqm 1695.55 not less than 10mm of size 60cm x 60cm of premium quality make of Bell tiles of approved colour and design laid on 20mm thick cement mortar 1:4 (one cement : four sand ) including grouting the joints with white cement and matching pigment etc.,complete. Karaikal Page 85


11.83 Providing and laying in floors fully vitrified tiles of thickness sqm 1150.75 not less than 8mm of size 45cm x 45cm of premium quality make of Johnson/Regency/Naveen tiles of approved colour and design laid on 20mm thick cement mortar 1:4 (one cement : four sand ) including grouting the joints with white cement and matching pigment etc.,complete.

11.84 Providing and laying in floors rectified tiles of thickness not sqm 935.37 less than 8mm of size 40.50cm x 40.50cm of premium quality make of Johnson/ Regency/ Naveen/ Kajaria tiles of approved colour and design laid on 20mm thick cement mortar 1:4 (one cement : four sand ) including grouting the joints with white cement and matching pigment etc.,complete.

11.84A Providing and laying in floors ceramic tiles of thickness not sqm 783.34 less than 6mm of size 30cm x 30cm of premium quality make of Johnson/ Regency/ Naveen/ Kajaria tiles of approved colour and design laid on 20mm thick cement mortar 1:4 (one cement : four sand ) including grouting the joints with white cement and matching pigment etc.,complete.

11.84B Providing and laying 22 mm thick factory made pre polished sqm 817.98 cement concrete flooring tiles of required colour and design over 20 mm thick cement mortar 1:4 (1 cement : 4 sand) and jointed with cement slurry mixed with an admixture of pigment to match the shade of the tile - Endura/Ultra.

11.88 Tile work in skirting, risers of steps over 12mm thick bed of Sqm 970.52 cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete - Fully vitrified tiles 45x45cm 8mm thick.Premium quality make of Johnson/Regency/Naveen of approved colour and

11.89 Tile work in skirting, risers of steps over 12mm thick bed of Sqm 1497.92 cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete - Fully vitrified tiles 60x60cm 10mm thick.Premium quality make of Bell approved colour and design.

11.90 Tile work in skirting, risers of steps over 12mm thick bed of Sqm 1301.68 cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete - Fully vitrified tiles 60x60cm 10mm thick. Premium quality Karaikal Page 86

11 . Flooring Code No. Description Unit Rate Rs. make of Johnson/Regency/Naveen tiles of approved colour and design.

11.91 Tile work in skirting, risers of steps over 12mm thick bed of Sqm 762.02 cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete - Rectified tiles 40.50x40.50cm 8mm thick.Premium quality make of Johnson/ Regency/ Naveen/ Kajaria of approved colour and design.

11.92 Tile work in skirting, risers of steps over 12mm thick bed of Sqm 614.84 cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete - Ceramic tiles 30x30cm 6mm thick.Premium quality of Johnson/ Regency/ Naveen/ Kajaria of approved colour and

11.93 Flamed Granite stone flooring with 18mm thick flamed sqm 2301.08 Granite stone over 20mm (average) thick base laid and joined with grey cement slurry complete with - 18mm thick polished Ruby red granite - base in cement mortar 1:4 (1 cement:4

11.94 Extra for nosing/rounding off edges in flamed granite stone for Rmt 196.51 treads/floor edges of 40mm thick(half round) with required finish etc. complete.

11.95 Providing and laying 30 mm thick Flame finished dressed sqm 1940.35 granite slab over 20 mm thick with cement mortar 1:4 and cement mortar 1:4 pointing.

Karaikal Page 87

12 . Roofing Code No. Description Unit Rate Rs.

12.1.1 Providing corrugated G.S. sheet roofing fixed with G.I. J or l Sqm 1008.33 hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto a pitch of 60 degrees) excluding the cost of purlins, rafters and trusses - 1.60 mm thick with zinc coating not less than 350 gm/sqm.

12.1.2 Providing corrugated G.S. sheet roofing fixed with G.I J or l Sqm 821.01 hooks, bolts and nuts 8 mm diameter with bitumen and g.i. limpet washers or with g.i. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto a pitch of 60 degrees) excluding the cost of purlins, rafters and trusses - 1.25 mm thick with zinc coating not less than 350 gm/sqm.

12.1.3 Providing corrugated G.S. sheet roofing fixed with G.I. J or l Sqm 687.58 hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with g.i. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto a pitch of 60 degrees) excluding the cost of purlins, rafters and trusses - 1.00 mm thick with zinc coating not less than 275 gm/sqm.

12.2 Extra for providing and fixing corrugated G.S.sheets vertically sqm 6.36 or to a pitch exceeding 60 degree.

12.9.5 Providing and fixing 15cm wide 45cm over all semi circular metre 383.01 plain G.S. sheet gutter with iron brackets 40 x 3 mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 0.80mm thick with zinc coating not less than 275gm/sqm.

12.10.1 Providing asbestos cement 6mm thick corrugated sheets Sqm 201.85 roofing and fixing with g.i.j or l hooks, bolts and nuts 8mm dia. g.i.plain and bitumen washers complete excluding the cost of purlins, rafters and trusses - corrugated sheets upto 60 degree pitch.

12.10.2 Providing asbestos cement 6mm thick corrugated sheets Sqm 208.37 roofing and fixing with g.i. j or l hooks, bolts and nuts 8mm dia. g.i. plain and bitumen wwwashers complete excluding the cost of purlins, rafters and trusses - corrugated sheets above 60 degree pitch.

Karaikal Page 88


12.13 Extra for providing and fixing wind ties of 40 x 6 mm flat metre 94.57 iron section.

12.14.3 Providing and fixing ridges and hips in asbestos cement sheet metre 252.23 roofing - Close fitting adjustable ridges.

12.14.4 Providing and fixing ridges and hips in asbestos cement sheet metre 193.08 roofing - North light adjustable ridges.

12.15.3 Providing and fixing asbestos cement roofing accesories with metre 238.78 galvanised iron J or L hookes bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitument washers complete - North light and ventilator curves.

12.20 Providing flat iron brackets 50 x 3 mm size with necessary metre 26.51 bolts, nuts and washers etc. for fixing asbestos cement / g.s sheets gutters with purlins.

12.29.1 Painting top of roofs with bitumen of approved quality at Sqm 82.77 17kg/10sqm impregnated with a coat of coarse sand at 60cudm/10sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete - with residual type petroleum bitumen of penetration 80/100.

12.33A Providing and laying pressed clay tiles (as per approved sqm 475.11 pattern 18 mm nominal thickness and of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finsihed neat complete.

12.34L Lime concrete terracing on roofs of required thickness laid to cum 3315.74 fall with 25mm nominal size brick aggregate and 50% lime mortar 1:2 (1 lime putty : 2 surkhi) rammed and finished with gur and belgiri treatment complete including rounding of junctions with parapet wall complete.

12.39 Making khurras 45x45cm with average minimum thickness of each 202.24 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) over p.v.c. sheet 1m x 1m x 400 micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete.

Karaikal Page 89


12.57.2 Providing and fixing flat pressed 3 layer medium density Sqm. 513.26 particle board sheet Grade I confirming to IS:3087 in ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately) - 12mm thick.

12.57.3 Providing and fixing flat pressed 3 layer particle board sheet Sqm. 616.50 ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately) - 18mm thick.

12.58.1 Providing and fixing plain A.C. sheet ceiling of approved Sqm. 280.98 quality with necessary nails etc. complete (frame work to be paid separately) - 4mm thick.

12.58.2 Providing and fixing plain A.C. sheet ceiling of approved Sqm. 332.79 quality with necessary nails etc. complete (frame work to be paid separately) - 6mm thick.

12.68.3 Providing and fixing 40 mm dia PVC pipe outlet fixed in C.M metre 323.27 1:4 (1 cement :4 sand) including cutting and making good the wall as directed.

12.69.2 Providing and fixing on wallface S.C.I. rain water pipes metre 324.20 including filling the joints with spun yarn, soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 fine sand) - 100mm diameter.

12.69.3 Providing and fixing on wallface S.C.I. rain water pipes metre 527.24 including filling the joints with spun yarn, soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 fine sand) - 150mm diameter.

12.70.2 Providing, fixing and embedding cast iron (S&S) class LA rain metre 1124.26 water pipes in the masonry, RCC, surrounded with 12mm thick cement mortar of the same mix as that of masonry (lead caulking to be paid for separately) - 100mm diameter.

12.70.3 Providing, fixing and embedding cast iron (S&S) class LA rain metre 1820.05 water pipes in the masonry, RCC, surrounded with 12mm thick cement mortar of the same mix as that of masonry (lead caulking will be paid for separately) - 150mm diameter.

12.71.2 Providing and fixing M.S. holder bat clamps of approved each 107.50 design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc - 100mm diameter.

Karaikal Page 90



12.72.1.2 Providing and fixing on wall face C.I. accessories for rain each 299.00 water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 sand) - C.I. plain bend - 100mm diameter.

12.72.1.3 Providing and fixing on wall face C.I. accessories for rain each 377.38 water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 sand) - C.I. plain bend - 150mm diameter.

12.72.3.2 Providing and fixing on wall face C.I. accessories for rain each 299.00 water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 sand) - C.I. plain shoes - 100mm diameter.


12.73.2 Providing lead caulked joints to sand cast iron rain water pipes each 257.17 and fittings - 100mm diameter pipe.


12.74.1.2 Providing, fixing and embedding sand cast iron accessories for each 159.41 rain water pipes in the masonary surrounded with 12mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately) - S.C.I. plain bend - 100mmdiameter.

12.74.1.3 Providing, fixing and embedding sand cast iron accessories for each 349.01 rain water pipes in the masonary surrounded with 12mm thick cement mortar of the same mix as that of masonry (lead caulking will be paid for separately) - S.C.I. plain bend - 150mmdiameter.

12.74.2.2 Providing, fixing and embedding sand cast iron accessories for each 135.95 rain water pipes in the masonary surrounded with 12mm thick Karaikal Page 91

12 . Roofing Code No. Description Unit Rate Rs. cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately) - sand cast iron plain shoes - 100mm diameter.

12.74.2.3 Providing, fixing and embedding sand cast iron accessories for each 257.51 rain water pipes in the masonary surrounded with 12mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately) - sand cast iron plain shoes - 150mm diameter.

12.78.1 Providing and fixing on wall/column face unplasticised - PVC metre 147.51 rain water pipes (type A pipes) conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single socketed pipes 75 mm diameter.

12.78.2 Providing and fixing on wall face/column unplasticised - PVC metre 247.33 rain water pipes (type A pipes) conforming to IS :13592 including jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion. single socketed pipes 110mm diameter.

12.79.1.1 Providing and fixing on wall face/column face unplasticised - each 102.21 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - coupler - 75 mm.

12.79.1.2 Providing and fixing on wall face/column face unplasticised - each 112.42 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - coupler - 110 mm.

12.79.2.1 Providing and fixing on wall face/column face unplasticised - each 103.56 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single pushfit coupler - 75 mm.

12.79.2.2 Providing and fixing on wall face/column face unplasticised - each 127.25 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single pushfit coupler - 110 mm.

Karaikal Page 92

12 . Roofing Code No. Description Unit Rate Rs. 12.79.3.1 Providing and fixing on wall face/column face unplasticised - each 164.86 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single tee with door - 75 x 75 x 75 mm.

12.79.3.2 Providing and fixing on wall face/column face unplasticised - each 243.48 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single tee with door - 110 x 110 x 110

12.79.4.1 Providing and fixing on wall face/column face unplasticised - each 148.67 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single tee without door - 75 x 75 x 75mm.

12.79.4.2 Providing and fixing on wall face/column face unplasticised - each 198.61 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single tee without door - 110 x 110 x 110 mm.

12.79.5.1 Providing and fixing on wall face/column face unplasticised - each 102.15 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - bend 87.5 degree - 75 mm bend.

12.79.5.2 Providing and fixing on wall face/column face unplasticised - each 138.12 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - bend 87.5 degree - 110 mm bend.

12.79.6.1 Providing and fixing on wall face/column face unplasticised - each 172.31 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - shoe (plain) - 75 mm shoe.

12.79.6.2 Providing and fixing on wall face/column face unplasticised - each 287.85 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - shoe (plain) - 110 mm shoe. Karaikal Page 93


12.80.1 Providing and fixing unplasticised-PVC pipe clips of approved each 128.37 design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 ( 1 cement : 4 sand) and making good the walls etc. complete.- 75 mm dia. pipe.

12.80.2 Providing and fixing unplasticised-PVC pipe clips of approved each 152.66 design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 ( 1 cement : 4 sand) and making good the walls etc. complete.- 110mm dia. pipe.

Karaikal Page 94

13 . Finishing Code No. Description Unit Rate Rs.

13.8.2 12 mm cement plaster of mix - 1:4 (1 cement : 4 fine sand) sqm 113.24 13.8.3 12 mm cement plaster of mix - 1:5 (1 cement : 5 fine sand). sqm 108.19 13.8.4 12 mm cement plaster of mix - 1:6 (1 cement : 6 fine sand). sqm 101.16 13.9.2 15 mm cement plaster on the rough side of single or half brick sqm 131.96 wall of mix - 1:4 (1 cement : 4 fine sand).

13.9.2A 15mm cement plaster on the rough side of single or half brick sqm 124.19 wall of mix 1:5 (1 cement : 5 fine sand)

13.9.4 15 mm cement plaster on the rough side of single or half brick sqm 117.53 wall of mix - 1:6 (1 cement : 6 fine sand).

13.10.2 20 mm cement plaster of mix - 1:4 (1 cement : 4 fine sand). sqm 160.66 13.10.4 20 mm cement plaster of mix - 1:6 (1 cement : 6 fine sand). sqm 141.87 13.14.1 12 mm cement plaster finished with a floating coat of neat sqm 154.43 cement - of mix - 1:3 (1 cement : 3 fine sand).

13.14.2 12 mm cement plaster finished with a floating coat of neat sqm 142.35 cement - of mix - 1:4 (1 cement : 4 fine sand).

13.16.1 20 mm cement plaster finished with a floating coat of neat sqm 208.56 cement of mix 1:3 (1 cement : 3 fine sand).

13.16.2 20 mm cement plaster finished with a floating coat of neat sqm 189.77 cement of mix - 1:4 (1 cement : 4 fine sand).

13.24.1 6 mm cement plaster to ceiling of mix - 1:3 (1 cement : 3 fine sqm 90.40 sand).

13.25 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished sqm 123.77 with a floating coat of neat cement and thick coat of lime wash on top of walls when dry for bearing of R.C.C. slabs and

13.26 Neat cement punning. sqm 30.40 13.29.1 18 mm cement lime plaster in two coats under layer 12 mm sqm 162.90 cement plaster 1:5 (1 cement : 5 sand) finished with 6 mm cement lime plaster of mix 1:1:6 (1 cement : 1 lime putty: 6 fine sand).

Karaikal Page 95

13 . Finishing Code No. Description Unit Rate Rs. 13.36.1 Extra for providing and mixing water proofing material in sqm 6.38 cement plaster works in proportion recommended by the manufacturers - 12 mm cement plaster 1:3 (1 cement : 3

13.36.2 Extra for providing and mixing water proofing material in sqm 4.78 proportion recommended by the manufacturers - 12 mm cement plaster 1:4 (1 cement : 4 sand).




13.36.6 Extra for providing and mixing water proofing material in sqm 7.23 proportion recommended by the manufacturers - 20 mm cement plaster 1:4 ( 1 cement : 4 sand).

13.37 Extra for plastering exterior walls of height more than 10 m sqm 25.47 from ground level for every additional height of 3 m or part thereof.

13.38.1 Extra for plastering on circular work not exceeding 6 m in sqm 12.67 radius - in one coat.

13.38.2 Extra for plastering on circular work not exceeding 6 m in sqm 19.44 radius - in two coats.

13.39.1 Extra for plastering done on moulding cornices or architraves sqm 178.16 including neat finish to line and level in one coats.

13.39.2 Extra for plastering done on moulding cornices or architraves sqm 292.66 including neat finish to line and level in two coats.

13.39.3 Extra for adding Recron 3S or equivalent 6mm fibre as fibre per bag of 28.74 reinforcement for plastering at the rate of 125 gm per bag of cement cement including the cost of fibre.

13.41 18 mm plastering with terrazzo finish rubbed and polished sqm 493.94 complete under layer 12 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) and top layer 6 mm thick white, black, chocolate, grey, yellow or baroda green marble chips of Karaikal Page 96

13 . Finishing Code No. Description Unit Rate Rs. 3 mm and down size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume.

13.50.1 12 mm thick plain cement mortar bands in cement mortar 1:4 unit 2.12 (1 cement : 4 fine sand) - flush band (cost for 1 m long/1 cm wide).

13.50.3 12 mm thick plain cement mortar bands in cement mortar 1:4 unit 2.59 (1 cement : 4 fine sand) - raised band. (cost of 1 m long/1 cm wide band).

13.51A Providing and fixing on wall face with broken glasses in C.M. sqm. 333.65 1:4 (one cement : 4 sand)

13.51B 15 mm thick plain cement plaster band of width 100mm with metre 12.58 cement mortar 1:4 (1 cement : 4 sand). - raised band.

13.56.1 Pointing on brick work with cement mortar 1:3 (1 cement :3 sqm 68.15 fine sand) - flush pointing.

13.63.1 Pointing on tile brick work with cement mortar 1:3 (1 cement sqm 93.67 :3 fine sand) - flush pointing.

13.64.1 Pointing on stone work with cement mortar 1:3 (1 cement :3 sqm 95.93 fine sand) - flush pointing.

13.64.2 Pointing on stone work with cement mortar 1:3 (1 cement :3 sqm 102.62 fine sand) - ruled pointing.

13.64.3 Pointing on stone work with cement mortar 1:3 (1 cement :3 sqm 174.45 fine sand) - raised and cut pointing

13.72.1 White washing with whiting to give an even shade - new work sqm 10.25 (three or more coats).

13.73.2 Colour washing such as green, blue or buff to give an even sqm 13.64 shade - new work (two or more coats) with a base coat of whiting.

13.77.2 Distempering with oil bound washable distemper of approved sqm 69.33 brand and manufacture to give an even shade - new work (two or more coats) over and including priming coat with cement primer.

Karaikal Page 97


13.77A.1 Distempering with first quality acrylic washable distemper sqm 41.01 (ready made) of approved manufacturer and of required shade and colour complete as per manufacturer specification - two or more coats on new work.

13.77A.2 Distempering with first quality acrylic washable distemper sqm 24.28 (ready made) of approved manufacture and of required shade and colour complete as per `manufacturer's specification - one or more coats on old work.

13.78.1 Applying one coat of cement primer of approved brand and sqm 28.77 manufacture on wall surface - cement primer.

13.79.1 Finishing walls with water proofing cement paint of approved sqm 58.60 brand and manufacture and of required shade to give an even shade - new work (three or more coats).

13.79.1.1 Finishing walls with water proofing cement paint " Snowcem - sqm 44.00 Plus" of M/s Snowcem India ltd., or equivalent of required shade:New work (Two or more coats applied @ 3.84 kg / 10 sqm).

13.79.2 Finishing walls with water proofing cement paint " Snowcem - sqm 45.43 Plus" of M/s Snowcem India ltd., or equivalent of required shade:Old work (one or more coats applied @ 2.20 kg /10 sqm) over priming coat of "Cemprover" primer of Snowcem or equivalent applied @ 0.80 litres / 10 sqm complete including cost of Priming coat.

13.79A.1 Finishing walls with textured exterior paint "Sandtex Matt" of sqm 114.93 M/s Snowcem India Ltd., or equivalent of required shade : New work (Two or more coats applied @ 3.28 litre / 10 sqm) over and including base coat of water proofing cement paint "Snowcem Plus" or equivalent applied @ 2.20 kg / 10 sqm

13.79A.2 Finishing walls with textured exterior paint "Sandtex Matt" of sqm 96.41 M/s Snowcem India Ltd., or equivalent of required shade : Old work (Two or more coats on existing cement paint surface applied @ 3.28 litre / 10sqm

13.79A.3 Finishing walls with textured exterior paint "Sandtex Matt" of sqm 57.78 M/s Snowcem India Ltd., or equivalent of required shade : Old work (One or more coats ) applied @ 1.82 litre / 10sqm

13.79B.1 Finishing walls with Acrylic Smooth exterior paint "Trump" sqm 67.34 of M/s Snowcem India ltd or equivalent of required shade: New work ( Two or more coat applied @ 1.67 litre / 10 sqm over

Karaikal Page 98

13 . Finishing Code No. Description Unit Rate Rs. and including base coat of water proofing cement paint Snowcem Plus or equivalent applied @ 2.20 kg / 10 sqm)

13.79B.2 Finishing walls with Acrylic Smooth exterior paint "Trump" sqm 47.98 of M/s Snowcem India ltd or equivalent of required shade: Old work (Two or more coat applied @ 1.67 litre / 10 sqm on existing cement paint surface)

13.79B.3 Finishing walls with Acrylic Smooth exterior paint "Trump" sqm 30.93 of M/s Snowcem India ltd or equivalent of required shade: Old work (One or more coat applied @ 0.90 litre / 10 sqm )

13.79C.1 Finishing walls with Premium Acrylic Smooth exterior paint sqm 80.18 with Silicone additives "Snowcryl - XT" of M/s Snowcem India ltd., or equivalent of required shade: New work (Two or more coats applied @ 1.43 litre / 10 sqm. Over and including base coat of water proofing cement paint Snowcem plus or equivalent applied @ 2.20 kg / 10 sqm)

13.79C.2 Finishing walls with Premium Acrylic Smooth exterior paint sqm 61.64 with Silicone additives "Snowcryl - XT" of M/s Snowcem India ltd., or equivalent of required shade: ) Old work (Two or more coats applied @ 1.43 litre / 10 sqm ) over existing cement paint surface

13.79C.3 Finishing walls with Premium Acrylic Smooth exterior paint sqm 39.52 with Silicone additives "Snowcryl - XT" of M/s Snowcem India ltd., or equivalent of required shade: ) Old work (One or more coats applied @ 0.83litre / 10 sqm )

13.79D.1 Finishing walls with Delux Multi surface paint system "Uni - sqm 76.96 Gloss" of M/s Snowcem India ltd., or equivalent for interiors and exteriors using Primer as per manufactures specifications:Two or more coats applied @ 1.25 litre / 10 sqm over and including one coat of special primer C-W applied @ 0.75 litre / 10 sqm

13.79D.2 Painting wood work with Delux Multi Surface Paint "Uni - sqm 66.29 Gloss" of M/s Snowcem India Ltd., or equivalent of required shade . Two or more coat applied @ 0.90 litre / 10 sqm over an under coat of primer C- W or equivalent. Applied @ 0.75 litre / 10 sqm of approved brand or manufacture.

13.79D.3 Painting Steel work with Delux Multi Surface paint "Uni - sqm 66.05 Gloss" of M/s Snowcem India ltd., or equivalent to give an even shade. Two or more coat applied @ 0.90 litre / 10 sqm over an under coat of primer UG or equivalent , applied @ Karaikal Page 99

13 . Finishing Code No. Description Unit Rate Rs. 0.80 litre / 10 sqm of approved brand or manufacture.

13.81.1 Applying priming coat - with ready mixed pink or grey primer sqm 26.61 of approved brand and manufacture on wood work (hard and soft wood).

13.81.2 Applying priming coat - with ready mixed aluminium primer sqm 34.53 of approved brand and manufacture on resinous wood and ply wood.

13.81.3 Applying priming coat - with ready mixed zinc chromate sqm 24.06 yellow primer of approved brand and manufacture on steel galvanised iron/steel works.

13.82.1 Painting with ready mixed paint of approved brand and sqm 55.46 manufacture in all shades to give an even shade - new steel work (two or more coats).

13.82.2 Painting with ready mixed paint of approved brand and sqm 55.46 manufacture in all shades to give an even shade - new wood work (two or more coats).

13.82A Painting one thin coat with white lead of approved brand and sqm 36.84 manufacture on wet or patchy portion of plastered surfaces.

13.82B.1 Finishing with epoxy paint (two or more coats) at all sqm 109.01 locations prepared and applied as per manufacturer's specifications including appropriate priming coat, prepration of surfaces, etc. complete - on steel work.

13.82B.2 Finishing with epoxy paint (two or more coats) at all sqm 106.89 locations prepared and applied as per manufacturer's specifications including appropriate priming coat, prepration of surfaces, etc. complete - on concrete work.

13.83.1 Painting on G.S sheet with synthetic enamel paint of sqm 60.75 approved brand and manufacture of required colour to give an even shade - new work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant

13.83A.1 Applying a coat of mordant paint on G.S sheet - with a sqm 17.63 solution of 38 gms of copper acetate in a litre of soft water.

13.83A.2 Applying a coat of mordant solution on G.S sheet - with a sqm 17.54 paint made of 13 gms hydrochloric acid in a solution of 13 gms each of copper chloride, copper nitrate and ammonium chloride dissolved in a litre of soft water. Karaikal Page 100


13.84.3 Painting (two or more coats) on rain water, soil, waste and metre 26.95 vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture over and including a priming coat of ready mixed zinc chromate yellow primer on new work - 100 mm diameter pipes.


13.85.3 Painting (one or more coats) on rain water, soil, waste and metre 12.22 vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture on old work - 100 mm diameter pipes.


13.92.1 Wall painting with plastic emulsion paint of approved brand sqm 64.01 and manufacture to give an even shade. - two or more coats on new work.

13.93.1 Painting with synthetic enamel paint of approved brand and sqm 51.35 manufacture to give an even shade. - two or more coats on new work.

13.94.1 Painting with synthetic enamel paint of approved brand and sqm 80.28 manufacture of required colour to give an even shade. - two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.

13.95.1 painting with aluminium paint of approved brand and sqm 51.94 manufacture to give an even shade. - two or more coats on new work.

13.96.1 Painting with acid proof paint of approved brand and sqm 64.75 manufacture of required colour to give an even shade. - two or more coats on new work.

13.97.1 Painting with black anti-corrosive bitumastic paint of sqm 45.90 approved brand and manufacture to give an even shade - two or more coats on new work. Karaikal Page 101


13.100.1 Varnishing with varnish of approved brand and manufacture - sqm 80.04 two or more coats of glue sizing with copal varnish over an under coat of flatting varnish.

13.100.3 Varnishing with varnish of approved brand and manufacture - sqm 32.34 one or more coats with copal varnish.

13.100.4 Varnishing with varnish of approved brand and manufacture - sqm 82.06 two or more coats of glue sizing with spar varnish or an under coat of flatting varnish.

13.100.6 Varnishing with varnish of approved brand and manufacture - sqm 33.44 one or more coats with spar varnish.

13.101.1 French spirit polishing - two or more coats on new works sqm 120.22 including a coat of wood filler.

13.104.1 Polishing on wood work with ready made wax polish of sqm 57.87 approved brand and manufacture on - new work.

13.105 Floor polishing on masonry or concrete floors with wax polish sqm 25.77 of approved brand and manufacture.

13.108 Varnishing with flatting varnish of approved brand and Sqm 33.14 manufacture one or more coats on old work.

Karaikal Page 102

14 . Repairs To Buildings Code No. Description Unit Rate Rs.

14.1.1 Repairs to plaster of thickness 12mm to 20mm in patches of sqm 169.91 area 2.5 sqm and under including cutting the patch in proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 metres lead: with cement mortar 1:4 (1 cement, 4 fine sand).

14.5.1 Renewing glass panes, with putty and nails wherever necessary sqm 484.64 glass panes weighing 7.5kg/sqm

14.5.2 Renewing glass panes, with putty and nails wherever necessary sqm 574.96 glass panes weighing 10kg/sqm

14.5.3 Renewing glass panes, with putty and nails wherever necessary sqm 716.91 glass panes weighing 13.75kg/sqm.

14.5.4 Renewing glass panes, with putty and nails wherever necessary sqm 484.64 Frosted glass panes weighing 7.5kg/sqm.

14.6.1 Renewing glass panes, with wooden fillets wherever necessary sqm 659.80 glass panes weighing 7.5kg/sqm.

14.6.2 Renewing glass panes, with wooden fillets wherever necessary sqm 739.83 glass panes weighing 10kg/sqm.

14.6.3 Renewing glass panes, with wooden fillets wherever necessary sqm 881.78 glass panes weighing 13.75kg/sqm.

14.6.4 Renewing glass panes, with wooden fillets wherever necessary - sqm 649.50 Frosted glass panes weighing 7.5kg/sqm.

14.8.1P Supplying and fixing new wooden fillets wherever necessary - metre 25.69 country wood Padak

14.9 Renewal of old putty of glass panes (length). metre 16.91 14.10 Refixing old glass panes with putty and nails. sqm 219.83 14.11 Fixing old glass panes with wooden fillets (excluding cost of sqm 174.13 fillets).

14.21 Raking out joints in lime or cement mortar and preparing the sqm 16.00 surface for repainting or replastering including disposal of rubbish to the dumping ground within 50m lead.

14.33 Pumping out water caused by springs, tidal or river seepage, Kl. 69.22 Karaikal Page 103


14.34 Mud mortar. cum 273.47 14.41.1 Providing and fixing curtain rods of 1.25 mm thick brass metre. 163.39 plate with two brass brackets fixed with brass screws and wooden plugs etc.complete wherever necessary complete - 12 mm diameter.

14.41.2 Providing and fixing curtain rods of 1.25 mm thick brass plate metre 195.64 with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete - 20 mm diameter.

14.41.3 Providing and fixing curtain rods of 1.25 mm thick brass plate metre 234.36 with two brass brackets fixed with brass screws and wooden plugs etc.wherever necessary complete - 25 mm diameter.

14.42 Providing and fixing M.S. round or square bars at required kg 57.75 spacings in wooden frames of windows and clerestory windows.

14.43 Providing and fixing M.S.round or square bars with M.S.flats at kg 53.78 required spacings in wooden frames of windows and clerestory windows.

14.46.1 Providing and fixing bright finished brass single acting spring each 268.33 hinges with neccessary screws etc. complete - 150 mm.



14.47.1 Providing and fixing bright finished brass double acting spring each 403.83 hinges with necessary screws etc. complete - 150 mm.



14.48.1 Providing and fixing bright finished brass flush bolts with each 157.24 necessary screws etc. complete - 250 mm

14.48.2 Providing and fixing bright finished brass flush bolts with each 104.44 necessary screws etc. complete - 150 mm.

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14.48.3 Providing and fixing bright finished brass flush bolts with each 78.63 necessary screws etc. complete - 100 mm.

14.49 Providing and fixing 30 cm long bright finished brass finger each 96.03 plate 65 x 1.5 mm including necessary screws etc. complete.

14.50 Providing and fixing bright finished brass furniture handles. each 36.05 14.51 Providing and fixing 150 mm bright finished floor brass door each 179.89 stopper with rubber cushion, screws etc. to suit shutter thickness complete.

14.52.1 Providing and fixing bright finished brass hard drawn hooks each 53.86 and eyes - 300 mm.

14.52.2 providing and fixing bright finished brass hard drawn hooks each 51.22 and eyes:-250mm




14.53 Providing and fixing bright finished brass fan light pivot with each 52.24 necessary screws etc.complete.

14.54 Providing and fixing 300 mm long bright finished brass chain each 41.07 with hook for fan light including necessary screws etc.complete.

14.55 Providing and fixing bright finished brass quadrant stays 300 each 92.69 mm long with necessary screws etc. complete.

14.56 Providing and fixing bright finished brass helical door spring each 226.53 (superior quality).

14.57.2 Providing and fixing chromium plated brass butt hinges with each 109.73 necessary screws etc.complete - 125 x 70 x 4 mm (ordinary type).

14.57.4 Providing and fixing chromium plated brass butt hinges with each 91.28 necessary screws etc.complete - 100 x 70 x 4 mm (ordinary type). Karaikal Page 105


14.57.5 Providing and fixing chromium plated brass butt hinges with each 88.57 necessary screws etc.complete - 75 x 65 x 4 mm (heavy

14.57.6 Providing and fixing chromium plated brass butt hinges with each 49.86 necessary screws etc.complete - 75 x 40 x 2.5 mm (ordinary type)

14.57.7 Providing and fixing chromium plated brass butt hinges with each 32.37 necessary screws etc. complete - 50 x 40 x 2.5 mm (ordinary type)

14.58 Providing and fixing 85 x 42 mm chromium plated brass pull each 163.08 bolt lock with necessary screws, nuts, bolts and washers etc. complete.

14.59.1 Providing and fixing chromium plated brass door latch with each 144.23 necessary screws etc. complete - 300 x 16 x 5 mm.

14.59.2 Providing and fixing chromium plated brass door latch with each 124.75 screws etc. complete - 250 x 16 x 5 mm.

14.60 Providing and fixing chromium plated brass fan light pivot each 44.75 with necessary screws etc. complete.

14.61 Providing and fixing chromium plated brass fan light catch each 45.82 with necessary screws etc. complete.

14.62 Providing and fixing 300 mm long chromium plated brass each 27.65 chain with hook for fan light including necessary screws etc.complete.

14.63 Providing and fixing chromium plated brass quadrant stays 300 each 137.34 mm long with necessary screws etc. complete.

14.64.1 Providing and fixing chromium plated brass hasps and staples each 96.24 (safety type) with necessary screws etc. complete - 150 mm.



14.65.1 Providing and fixing on wallface S.C.I. rain water pipes metre 278.63 including filling the joints with spun yarn, soaked in neat

Karaikal Page 106

14 . Repairs To Buildings Code No. Description Unit Rate Rs. cement slurry and cement mortar 1:2 (1 cement : 2 fine sand) - 75mm diameter.

14.66.1 Providing, fixing and embedding cast iron (S&S) class LA rain metre 887.53 water pipes in the masonry, RCC, surrounded with 12mm thick cement mortar of the same mix as that of masonry (lead caulking will be paid for separately) - 75mm diameter.


14.67.2 Providing and fixing MS holder bat clamps of approved design nos. 99.77 to CI or UPVC rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc., - 110 mm diameter.

14.68.1.1 Providing and fixing on wall face C.I. accessories for rain each 227.44 water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 fine sand) - C.I.. plain bend - 75mm diameter.

14.68.2.1 Providing and fixing on wall face C.I. accessories for rain each 249.80 water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 fine sand) - C.I. head flat or corner type bend - 75 mm



14.70.1.1 Providing, fixing and embedding sand cast iron accessories for each 132.63 rain water pipes in the masonary surrounded with 12mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately) - S.C.I. plain bend - 75mm diameter.

14.70.2.1 Providing, fixing and embedding sand cast iron accessories for each 100.96 rain water pipes in the masonary surrounded with 12mm thick Karaikal Page 107

14 . Repairs To Buildings Code No. Description Unit Rate Rs. cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately) - sand cast iron plain shoes - 75mm diameter.

14.76.2 White washing with whiting to give an even shade - old work sqm 6.25 (two or more coats).

14.76.3 White washing with whiting to give an even shade - old work sqm 3.86 (one or more coats).

14.77.4 Colour washing such as green, blue or buff to give an even sqm 7.80 shade - old work (two or more coats) with whiting.

14.77.6 Colour washing such as green, blue or buff to give an even sqm 4.80 shade - old work (one or more coats) with whiting.

14.78 Removing white or colour wash by scrapping and sand Sqm 4.64 papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

14.80.3 Distembering with Oil bound washable distember of approved sqm 35.21 brand and manufacture to give an even shade - Old work ( One or more coats)

14.81.2 Finishing walls with water proofing cement paint of approved sqm 39.64 brand and manufacture and of required shade to give an even shade - old work (one or more coats).

14.82 Removing dry or oil bound distemper by scrapping sand paper sqm 6.13 and preparing the surface smooth including necessary repairs to scratches etc. complete.

14.83.3 Painting with ready mixed paint of approved brand and sqm 36.05 manufacture in all shades to give an even shade - old steel work (one or more coats).

14.83.4 Painting with ready mixed paint of approved brand and sqm 36.05 manufacture in all shades to give an even shade - old wood work (one or more coats).

14.84.2 Painting on G.S sheet with synthetic enamel paint of sqm 30.27 approved brand and manufacture of required colour to give an even shade - old work (one or more coats).

14.85.1 Painting (two or more coats) on rain water, soil, waste and metre 14.15 vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture over and including a Karaikal Page 108

14 . Repairs To Buildings Code No. Description Unit Rate Rs. priming coat of ready mixed zinc chromate yellow primer on new work - 50 mm diameter pipes.




14.87.1 Painting (two or more coats) on rain water, soil, waste and metre 15.64 vent pipes and fittings with aluminium paint of approved brand and manufacture and required colour over a priming coat of ready mixed chromate yellow primer on new work - 50 mm diameter pipes.

14.87.2 Painting (two or more coats) on rain water, soil, waste and metre 21.67 vent pipes and fittings with aluminium paint of approved brand and manufacture and required colour over a priming coat of ready mixed chromate yellow primer on new work - 75 mm diameter pipes.

14.88.1 Painting (one or more coats) on rain water, soil, waste and metre 7.03 vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work - 50 mm diameter pipes.



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14 . Repairs To Buildings Code No. Description Unit Rate Rs. 14.88.4 Painting (one or more coats) on rain water, soil, waste and metre 18.68 vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work - 150 mm diameter pipes.

14.89.2 Painting with oil type wood preservative of approved brand sqm 16.16 and manufacture - old work (one or more coats).

14.90 Coal tarring one coat on old work using 0.12 litre of coal sqm. sqm 14.89 14.91.2 Wall painting with plastic emulsion paint of approved brand sqm 39.95 and manufacture to give an even shade. - one or more coats on old work

14.92.2 Painting with synthetic enamel paint of approved brand and sqm 34.13 manufacture to give an even shade. - one or more coats on old work

14.93.2 Painting with synthetic enamel paint of approved brand and sqm 35.27 manufacture of required colour to give an even shade. - one or more coats on old work in black or chocolate shade.

14.94.2 painting with aluminium paint of approved brand and sqm 32.75 manufacture to give an even shade. - one or more coats on old work.

14.95.2 Painting with acid proof paint of approved brand and sqm 41.43 manufacture of required colour to give an even shade - one or more coats on old work.

14.96.2 Painting with black anti-corrosive bitumastic paint of sqm 30.22 approved brand and manufacture to give an even shade - one or more coats on old work.

14.97.2 Floor painting with floor enamel paint of approved brand and sqm 39.26 manufacture od required colour to give an even shade - one or more coats on old work.

14.98.2 French spirit polishing - one or more coats on old work. sqm 60.28 14.99.2 Polishing on wood work with ready made wax polish of sqm 29.45 approved brand and manufacture on - old work.

14.101 Painting (one or more coats) with black Japan paint of sqm 29.11 approved brand and manufacture to give an even shade.

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15 . Dismantling And Demolishing Code No. Description Unit Rate Rs.

15.1 Demolishing lime concrete and disposal of material within 50 cum 181.96 metres lead.

15.2.1 Demolishing cement concerte including disposal of material cum 532.97 within 50 metres lead.-1:3:6 or richer mix.

15.2.2 Demolishing cement concrete including disposal of material cum 325.81 within 50 metres lead; - 1:4:8 or leaner mix.

15.3 Demolishing R.C.C work including stacking of steel bars and cum 785.28 disposal of unserviceable material within 50 metres lead.

15.4 Demolishing R.B. work including stacking of steel bars and cum 695.11 disposal of unserviceable material within 50 metres lead.

15.5 Extra for cutting reinforcement bars in R.C.C or R.B. work sqm 280.01 (Payment shall be made on the cross sectional area of R.C.C or R.B. work).

15.6 Extra for scrapping,cleaning and staightening reinforcement kg 2.21 from R.C.C or R.B work.

15.7.1 Demolishing brick work including stacking of serviceable cum 150.22 material and disposal of unserviceable material within 50 metres lead;-in mud mortar.

15.7.2 Demolising brick work including stacking of serviceable cum 389.77 material and disposal of unserviceable material within 50 metres lead;_in lime mortar with old mughal bricks.

15.7.3 Demolishing brick work including stacking of serviceable cum 183.06 material and disposal of unserviceable material within 50 metres lead;_in lime mortar.

15.7.4 Demolishing brick work including stacking of serviceable cum 442.78 material and disposal of unserviceable material within 50 metres lead;-in cement mortar.

15.8.1 Removing mortar from bricks and cleaning bricks including cum 1032.98 stacking within a lead of 50m. (stacks of cleaned bricks shall be measured)- From brick work in mud mortar.

15.8.3 Removing mortar from bricks and cleaning bricks including cum 1225.35 stacking within a lead of 50m. (stacks of cleaned bricks shall be measured)- From brick work in lime mortar.

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15 . Dismantling And Demolishing Code No. Description Unit Rate Rs. 15.8.4 Removing mortar from bricks and cleaning bricks including cum 1551.15 stacking within a lead of 50m. (stacks of cleaned bricks shall be measured)- From brick work in cement mortar.

15.9.1 Demolishing stone rubble masonry including stacking of cum 249.78 serviceable material and disposal of unserviceable material within 50 metres lead- in lime mortar.

15.9.2 Demolishing stone rubble masonry including stacking of cum 529.09 serviceable material and disposal of unserviceable material within 50 metres lead- in cement mortar.

15.10.1 Dismantling dressed stone work ashlar face stone work,marble cum 316.29 work or precast concrete work including stacking of serviceable and disposal of unserviceaable material within 50 metres lead-in lime mortar.

15.10.2 Dismantling dressed stone work ashlar face stone work, marble cum 619.41 work of precast concrete work including stacking of serviceable and disposal of unserviceable material within 50 metres lead-in cement mortar.

15.11.1 Removing mortar from stones and cleaning stones and cum 106.14 concrete articles (net quantity of stacks of cleaned materials will be measured)-in lime mortar.

15.11.2 Removing mortar from stone and cleaning stones and cum 153.70 concrete articles (net quantity of stacks of cleaned materials will be measured)- in cement mortar.

15.12.1 Dismantling doors,windows and clerestory windows (steel or each 90.92 wood) shutter including chowkhats,architrave,holdfasts etc.complete and stacking within 5o metres lead- of area 3 sq.metres and below.

15.12.2 Dismantling doors windows and clerestory windows (steel or each 124.77 wood) shutters including chowkhats, architrave,holdfasts etc. complete and stacking within 50 metres lead-of area beyond 3 sqm.

15.13.1 Taking out doors,windows and clerestory window shutters each 34.29 (steel or wood) including stacking within 50 metres lead-of area 3 sqm. and below

15.13.2 Taking out doors,windows and clerestory window shutters each 45.48 (steel or wood) including stacking within 50 metres lead-of area beyond 3 sqm.

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15.14.1 Dismantling wood work in frames, trusses,purlins and rafters cum 1077.73 upto 10 metres span and 5 metres height including stacking the material within 50 metres lead-of sectional area 40 sq.cm and above.

15.14.2 Dismantling wood work in frames, trusses, purlins and rafters metre 4.31 upto 10 metres span and 5 metres height including stacking the material within 50 metres lead-of sectional area below 40

15.15.1 Extra for dismantling trusses, rafters,purlins etc. of wood work cum/m 148.62 for every additional span of one metre or part thereof beyond 10 metres-of sectional area 40 sq.cm and above.

15.15.2 Extra for dismantling trusses,rafters, purlins etc. of wood work m/m 0.42 for every additional span of one metre or part thereof beyond 10 metres-of sectional area below 40 sq.cm.

15.16.1 Extra for dismantling trusses, rafters,purlins etc. of wood work cum/m 209.63 for every additional height of one metre or part thereof beyond 5 metres-of sectional area 40 sq.cm and above.

15.16.2 Extra for dismantling trusses, rafters, purlins etc.of wood work m/m 0.81 for every additional height of one metre or part thereof beyond 5 metres-of sectional area below 40 sq.cm.

15.17.1 Dismantling steel work in single sections including kg 0.77 dismembering and stacking within 50metres lead in - R.S.joists.

15.17.2 Dismantling steel work in single sections including kg 0.54 dismembering and stacking within 50 metres lead in- Channels,angles, tees and flats.

15.18 Dismantling steel work in built up sections in angles, tees,flats kg 1.31 and channels including all gusset plates, bolts, nuts, cutting rivets,welding etc.including dismembering and stacking within 50 metres lead.

15.19 Dismantling steel work in built up sections without kg 0.87 dismembering and stacking with in 50 metres lead.

15.20 Extra for dismantling trusses, rafters,purlinsetc of steel work kg/m 0.19 for every additional span of one metre or part thereof beyond 10 metres.

15.21 Extra for dismantling trusses, rafters, purlins etc of steel work kg/m 0.19 for every additional height of one metre or part thereof beyond 5 metres.

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15.22 Extra for marking structural steel work required to be re- kg 1.03 erected.

15.23.1 Dismantling tile work in floors and roofs laid in cement sqm 18.01 mortar including stacking material within 50 metres lead:-for thickness of tiles 10mm to 25mm.

15.23.2 Dismantling tilework in floors and roofs laid in cement mortar sqm 28.77 including stacking material within 50 metres lead:-for thickness of tiles above 25mm upto 40mm.

15.24 Demolishing dry brick pitching in floors,drains etc. including cum 274.29 stacking serviceable material and disposal of unserviceable material within 50 metres lead.

15.25 Dismantling stone slab flooring laid in cement mortar sqm 58.69 including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

15.26 Demolishing brick tile covering in terracing including stacking sqm 26.65 of serviceable material and disposal of unserviceable material within 50 metres lead.

15.27 Demolishing mud phaska in terracing and disposal of material cum 191.27 within 50 metres lead.

15.28.1 Dismantling roofing including ridges,hips valleys and gutters sqm 39.23 etc. and stacking the material within 50 metres lead of- G.S.sheet.

15.28.2 Dismantling roofing including ridges, hips, valleys and gutters sqm 18.47 etc.and stacking the material within 50 metres lead of- Asbestos sheet.

15.29 Dismantling stone slab roofing over wooden karries or r.c.c cum 585.15 battens (dismantling karries and battens to be paid for separately) including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

15.30 Dismantling jack arch roofing and floors including stacking of Sqm 54.62 serviceable material and disposal of unserviceable material within 50 metres lead.

15.31 Dismantling tiled roofing with battens boarding etc. complete sqm 47.02 including stacking of serviceable and disposal of unserviceable material within 50 metres lead. Karaikal Page 114


15.32 Demolishing thatch roofing including mats, bamboo, jaffari sqm 13.11 etc.complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

15.33 Dismantling wooden ballies in posts and struts including metre 4.48 stacking within 50 metres lead.

15.34.1 Dismantling and stacking within 50 metres lead, fencing posts each 63.95 or struts including all earth work and dismantling of concrete etc.in base of:-'T' or 'L' iron or pipe

15.34.2 Dismantling and stacking within 50 metres lead, fencing posts each 75.45 or struts including all earth work and dismantling of concrete etc.in base of:-R.C.C

15.36 Dismantling barbed wire or flexible wire rope in fencing kg 8.30 including making rolls and stacking within 50 metres lead.

15.37 Dismantling wooden trellis work excluding frames but sqm 14.82 including stacking the serviceable material within 50 metres lead.

15.38 Dismantling expanded metal or I.R.C. fabrics with necessary sqm 17.22 battens and beading including stacking the serviceable material within 50 metres lead.

15.39.1 Dismantling wooden boardings in lining of walls and partitions, sqm 14.19 excluding supporting members but including stacking within 50 metres lead:- upto 10mm thick.

15.39.2 Dismantling wooden boardings in lining of walls and partitions, sqm 18.12 excluding supporting members but including stacking within 50 metres lead:- Thickness above 10mm upto 25mm.

15.39.3 Dismantling wooden boardings in lining of walls and partitions, sqm 21.43 excluding supporting members but including stacking within 50 metres lead:-Thickness above 25mm upto 40mm.

15.40.1 Dismantling precast concrete or stone slabs in walls,partition sqm 66.12 walls etc. including stacking within 50 metres lead:- thickness upto 40mm.

15.40.2 Dismantling precast concrete or stone slabs in walls,partition sqm 98.99 walls etc.including stacking within 50 metres lead:-Thickness Karaikal Page 115

15 . Dismantling And Demolishing Code No. Description Unit Rate Rs. above 40mm upto 75mm.

15.41 Dismantling cement asbestos,celotax or other hard board sqm 13.78 ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.

15.42.1 Dismantling C.I. or asbestos rain water pipe with fittings and metre 16.20 clamps including stacking the material within 50 metres lead:- 75 to 80mm dia pipe.

15.42.2 Dismantling C.I.or asbestos rain water pipe with fittings and metre 16.73 clamps including stacking the material within 50 metres lead: 100mm dia pipe.

15.42.3 Dismantling C.I. or asbestos rain water pipe with fittings and metre 17.23 clamps including stacking the material within 50 metres lead:- 150mm dia pipe.

15.43.1 Dismantling including stacking of serviceable material and sqm 49.44 disposal of unserviceable material within 50 metres lead:-water bound macadam road.

15.43.2 Dismantling including stacking of serviceable material and sqm 95.62 disposal of unserviceable material within 50 metres lead: - Bituminous road.

15.44.1 Dismantling G.I.pipes (external work) including excavation metre 35.30 and refilling trenches after taking out the pipes, including stacking of pipes within 50 metres lead;-15mm to 40mm nominal bore.

15.44.2 Dismantling G.I.pipes (external work) including excavation metre 41.18 and refilling trenches after taking out the pipes,including stacking of pipes within 50 metres lead:-above 40mm nominal bore.

15.45.1 Dismantling C.I.pipes including excavation and refilling metre 89.22 trenches after taking out the pipes, breaking lead caulked joints,melting of lead and making into blocks including stacking of pipes,lead at site within 50 metres lead: upto 150mm diametre.

15.45.2 Dismantling C.I.pipes including excavation and refilling metre 119.46 trenches after taking out the pipes,breaking lead caulked joints,melting of lead and making into blocks including stacking of pipes,lead at site within 50 metres lead:-above Karaikal Page 116

15 . Dismantling And Demolishing Code No. Description Unit Rate Rs. 150mm dia upto 300mm dia.

15.45.3 Dismantling C.I.pipes including excavation and refilling metre 157.35 trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes, lead at site within 50 metre lead:-above 300mm diametre.

15.46.1 Dismantling steel cylinder R.C. pipes including excavation and metre 157.35 refilling trenches after taking out the pipes,breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes,lead at site within 50 metres lead:- upto 600mm diametre.

15.46.2 Dismantling steel cylinder R.C.pipes including excavation and metre 387.63 refilling trenches after taking out the pipes,breaking lead caulked joints,melting of lead and making into blocks including stacking of pipes, lead at site within 50 metres lead:-above 600mm diametre.

15.47.1 Dismantling asbestos cement pressure pipes including metre 70.71 excavation and refilling trenches after taking out the pipes and stacking the pipes within 50 metres lead:-upto 150mm

15.47.2 Dismantling asbestos cement pressure pipes including metre 85.41 excavation and refilling trenches after taking out the pipes and stacking the pipes wihtin 50 metres lead:-above 150mm diameter.

15.48 Taking out C.I. cover with frame from R.C.C. top slab of each 160.72 manholes of various sizes including demolishing of R.C.C work and stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 metres lead.

15.49 Taking out C.I.cover with frame from R.C.C. top slab of each 94.73 inspection chambers of various sizes including demolishing of R.C.C work and stacking of useful materials near the site and disposal of unserviceable materials into muncipal dumps within 50 metres lead.

15.50 Dismantling of R.C.C spun vent shaft including excavating the each 1065.43 cement concrete pit completely,taking out the shaft,refilling the excavated gap,stacking the useful materials near the site and disposal of unserviceable materials within 50 metres lead.

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15 . Dismantling And Demolishing Code No. Description Unit Rate Rs. 15.51 Dismantling of road gully chamber of various sizes including each 213.77 C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 metres lead including refilling the excavated gap.

15.52 Dismantling of flushing cistern of any size including stacking each 234.68 of useful materials near the site and disposal of unserviceable materials within 50 metres lead.

15.53.1 Dismantling of C.I.sluice valve including stacking of useful each 82.73 materials within a lead of 50 metres:-upto 150mm diametre.

15.53.2 Dismantling of C.I.sluice valve including stacking of useful each 285.45 materils within 50 metres lead:-above 150mm diameter.

15.54 Dismantling of spindle fire hydrant including stacking of useful each 170.10 materials within 50 metres lead.

15.55.1 Dismantling of cement concrete platform alongwith curtain each 238.14 walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead:-120x120cm (outside to outside)

15.55.2 Dismantling of cement concrete platform alongwith curtain each 365.86 walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead:-210x120cm (outside to outside).

15.55.3 Dismantling of cement concrete platform alongwith curtain each 517.31 walls and base concrete etc.including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead:-320x120cm (outside to outside).

15.56 Dismantling old plaster or skirting raking out joints and sqm 12.01 cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

15.57 Dismantling aluminium/gypsum partitions,doors,windows sqm 13.79 ,fixed glazing and false ceiling including disposal of unserviceable surplus materials and stacking of serviceable material within 50 metres lead as directed by Engineer-in-charge.

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16 . Miscellaneous Building Works Code No. Description Unit Rate Rs.

16.1 Making plinth protection 50mm thick of cement concrete sqm 314.30 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.

16.2.1 Making plinth protection with bricks of class designation 35 sqm 562.00 laid on edge in cement mortar 1:6 ( 1 cement : 6 coarse sand) with 12mm thick bed of cement mortar 1:6 (1 cement : 6 coarse sand) over 75mm bed of dry brick aggregate 40mm nominal size rammed, consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1:3 (1 cement : 3 fine sand).

16.2.1K Making plinth protection with bricks of Table Moulded bricks sqm 593.67 laid on edge in cement mortar 1:6 ( 1 cement : 6 coarse sand) with 12mm thick bed of cement mortar 1:6 ( 1 cement : 6 coarse sand) over 75mm bed of dry brick aggregate 40mm nominal size rammed, consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1:3 (1 cement : 3 fine sand)

16.3 Providing and fixing precast reinforced cement concrete urinal each 914.66 partition 105x60cm deep and 56mm thick in cement concrete mix 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 6mm nominal size) reinforced with mild steel bars 6mm dia at 15cm centre to centre both ways fixed in walls with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6mm nominal size) including finishing with 12mm plastering with terrazo finish rubbed and polished complete, under layer 6mm thick cement plaster 1:3 (1 cement : 3 coarse sand) and top layer 6mm thick white, black or white and black marble chips of 3mm and down size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume.

16.4A.1 Providing and fixing stone slab table rubbed and polished of sqm 1646.78 size 105 * 60cm deep and 2.5cm thick fixed in urinal partition with cement concrete 1:2:4 (1 cement :2 coarse sand : 4 stone aggregate 6mm nominal size) and finished. -Raj Nagar Marble stone.

16.4A.2 Providing and fixing stone slab table rubbed and polished of sqm 2849.70 size 105 * 60cm deep and 2.5cm thick fixed in urinal partition with cement concrete 1:2:4 (1 cement :2 coarse sand : 4 stone aggregate 6mm nominal size) and finished. -Granite

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16 . Miscellaneous Building Works Code No. Description Unit Rate Rs. Stone of approved shade.

16.4B Providing and fixing both side polished cuddapah slab 25mm sqm 642.12 thick for urinal partition including, fixing with c.c. 1:2:4, rubbing and polishing etc. complete.

16.14.1 Providing and fixing aluminium strip edging to staircase metre 215.75 including fixing with rawl plugs and screws with a thin layer of cement mortar 1:3 ( 1 cement : 3 coarse sand) - Size of strip edging 57 * 12 * 3mm

16.14.2 Providing and fixing aluminium strip edging to staircase metre 172.64 including fixing with rawl plugs and screws with a thin layer of cement mortar 1:3 ( 1 cement : 3 coarse sand) - Size of strip edging 38 * 12 * 3mm

16.15 Brick edging 7cm wide 11.4cm deep to plinth protection with metre 24.81 bricks of class designation 35 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).

16.15K Brick edging 7 cm wide 11.4 cm deep to plinth protection metre 28.05 with Table moulded bricks including grouting with cement mortar 1:4 (1 cement : 4 fine sand)

16.24 Providing and fixing factory made PVC door frame metre 245.95 manufactured by M/s. Rajshri or equivalent of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 guage, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge.

16.25 Providing and fixing 30mm thick factory made PVC rigid sqm 1753.00 foam panelled door shutters manufactured by M/s. Rajshri or equivalent made from M.S. tube of 19 gauge thickness, size 19x19mm for styles and 15x15mm for top and bottom fails, covered with heat moulded PVC "C" channel of 5mm thick sheet and 30x50mm wide to to form styles and 5mm thick and 75mm wide PVC sheets for top rail, lock rail and bottom rail on either side and 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail and bottom rail, panelling of 5mm thick PVC sheet fitted in the M.S. frame welded / sealed to the styles and rails with 5x30mm PVC sheet beading on either

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16 . Miscellaneous Building Works Code No. Description Unit Rate Rs. side and joined together with solvent cement adhesive etc., complete as per manufacturerrs specification and direction of Engineer-in-Charge fixed to frames with 4 Nos. M.S. powder coated butt hinges (For W.C. and bathroom shutters)

16.26 Providing and fixing 30mm thick factory made PVC rigid sqm 2181.15 foam panelled door shutters manufactured by M/s. Rajshri or equivalent made from M.S. tube of 19x19mm, 19 gauge for styles and 15x15mm for top and bottom rails, covered with heat moulded prelaminated PVC "C" channel of 5mm thick sheet and 30x50mm wide to form styles and 5mm thick and 75mm wide prelaminated PVC sheets for top rail, lock rail and bottom rail on either side and 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail and bottom rail, panelling of 5mm thick PVC sheet prelaminated on both sides fitted in the M.S. frame welded / sealed to the styles and rails with 5x30mm prelaminated PVC sheet beading on either side and joined together with solvent cement adhesive etc. complete as per manufacturers specification and direction of Engineer-in- Charge fixed to frames with 4 Nos. M.S. powder coated butt hinges (For internal shutters)

16.27 Providing and fixing PVC rigid foam sheet 1mm thick sqm 316.25 manufactured by M/s. Rajshri or equivalent on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive (Fevicol SR 998 or equivalen)

16.28 Providing and fixing prelaminated PVC rigid foam sheet sqm 820.90 manufactured by M/s. Rajshri or equivalent wall panelling of thickness 5mm stuck on inner frame work of 35mm wide strips of 5mm thick PVC rigid foam sheet. The strips should have in their centre a groove of 6mm width and 2mm depth for sinking the head of the screw used to fix the strips to the wall and should be placed vertically at equal intervals of 405/407mm centre to centre. The PVC strips to be fixed to the wall using 65mm long M.S. screws through the groove in the stip by using PVC fasteners, the distance between two screws shall not be more than 300mm. A groove of 2mm to be left at the joint of two panels for aesthetic look

16.30 Providing and fixing of 25mm dia. PVC pipe of 1.5mm metre 20.74 thickness (alvaplast or equivalent) including nails and making good the walls etc. complete.

16.31 Providing and fixing of 19mm dia. PVC pipe of 1.5mm metre 17.78 thickness (alvaplast or equivalent) including nails and making good the walls etc. complete. Karaikal Page 121


16.32 Providing and fixing of pvc deep junction box 1 way, 2 way, 3 each 11.30 way and 4 way with required screws etc. complete. 25mm dia.

16.33 Providing and fixing of PVC deep junction box 1 way, 2 way, each 10.13 3 way and 4 way with required screws etc. complete. 19mm dia.

16.34 Providing and fixing of pvc bend of mercury or equivalent each 7.19 25mm dia.

16.35 Providing and fixing of PVC bend of mercury or equivalent each 5.43 19mm dia.

16.38 Providing and fixing gi pipe handrail with 40mm GI pipe metre 865.50 supported on 25x6mm MS flat welded with 20mm square ms bars at 60cm centre to centre to a total height of 90cm from the finished floor level and welded with 20 mm square ms bars horizantally at mid height of handrail. the entire assembly shall be fixed in the concrete or brick work as directed. the cost shall also include welding, painting ms bars, flats with two coats of ready mixed paint over one coat of ready mixed

16.38A Supply, delivery and fixing of GI handrail consisting of 40mm metre 962.97 dia GI pipe post class B and 32mm dia class B GI pipe horizontal with 6mm thick MS plate at the base and fixing in concrete with 16mm dia J bolt etc. complete as per departmental drawings including cost and conveyance of all materials, fabrication charges, labour charges etc. complete.

16.39 Providing and fixing polished cuddapah slab 25 mm thick sqm 293.76 including fixing with cement mortar 1:3 rubbing and polishing etc. complete.

16.58 Providing, supplying and fixing of netlon mesh on the existing sqm 316.75 aluminium windows/ventilaors by using 25mm width anodized aluminium strip. the rate includes all labour and materials.

16.59 Providing and fixing of M.S rungs of 25cm wide of required each 198.55 shape using 16mm dia. M.S rods at required spacing fixing in cement concrete block of size 65x23x15cm in C.C 1:2:4( 1 cement :2 sand : 4 HBG 20mm metal) including painting with required ready mixed paint (two or more coats) over one coat of primer of approved quality all as directed by the Engineer in charge.

16.61 Providing and fixing G.I. pipe hand railing 10 cm high from metre 508.04 the finished fin top level using 50 mm dia G.I. pipe (class 'B') Karaikal Page 122

16 . Miscellaneous Building Works Code No. Description Unit Rate Rs. welded with 20 mm dia M.S. square rods which will be embeded in the cement concrete. the hand rail will be provided with 50 mm dia g.i pipe railing all as per approved drawing.

16.63 Providing wall black board with cement mortor 1:3 (1 cement sqm 333.27 : 3 sand) finishing with a floating coat of neat cement and charcoal powder mixed in the proportion 1:2 (1 cement :2 charcoal powder) and applying one coat of black board paint including 20 mm thick cement plaster band 50 mm wide in cement mortar 1:3 (1 cement :3 sand).

16.64 Providing and fixing pinup board of size 1.2x1.5 m made up sqm 1526.52 of soft wood and covered with velvet cloth of required colour fixed with aluminium beading. the rate includes cost of materials labours, nails and clips etc. complete.

16.65 Providing and fixing glazed black board of required size using sqm 3746.81 5.5 mm thick plain glass sheet front face finely ground and fixed in teak wood (Burma) frames of cross section 100 x 40 mm size made to the specified shape alround fixed with 3 mm wooden fillets and stiffened at the rear side with teak wood reepers of size 45 x 18 mm along the height of board at the specified spacing at 45 cm c/c approximately and fixing in portion in the wall face with teak wood plugs and screws at an interval of 90 cm approximately alround the frame including the cost of plugs screws etc. the rate shall also include painting the smooth face of glass (rear face of the glass board) and rear face of frame polishing the frame (front face) roughing the front face of glass black board etc. complete. ( black board shall be measured internally for the purpose of payment).

16.66 Providing and fixing hand rail of size 150 x 60 mm first class metre 2274.25 teak wood supported on 35 x 6 mm M.S flat and welded with 20 mm square M.S rods at 30 cm c/c to a total height of 90 cm from the finished floor level including fixing the ends in the concrete pointing and paintingthe steel work and polishing the teak wood etc. completee as per approved drawings.

16.67 Providing and fixing hand rail of size 150 x 60 mm first class metre 3056.74 teak wood supported on 25 x 6 mm flat and welded with 20 mm square M.S rods at 20 cm c/c to a total height of 90 cm from the finished floor level and fixing of 200 x 20 mm teak wood guard rail to m.s square bar including fixing the ends in the concrete and powder coating the steel work and polishing the teak wood etc. complete as per approved drawing.

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16 . Miscellaneous Building Works Code No. Description Unit Rate Rs. 16.69 Providing and fixing hand rail of size 150 x 60 mm first class metre 2019.50 teak wood supported on 35 x 6 mm M.S flat and welded with 20 mm square M.S rods at 30 cm c/c to a total height of 30 cm from the top of stair parapet including fixing the ends in the concrete pointing and paintingthe steel work and polishing the teak wood etc. completee as per approved drawings.

16.81 Supplying at site 1.8m long R.C.C standard posts with wooden each 501.67 plugs or 6mm bar nibs. - RCC 1:2:4 (one cement, two sand and four graded stone aggregate of 20mm nominal size)

16.82 Supplying at site R.C.C standard struts 2m long - RCC 1:2:4 each 399.81 (one cement, two sand and four graded stone aggregate of 20mm nominal size)

16.83 Supplying and fixing turn buckles & straining bolts for barbed set 83.64 wire fencing.

16.84 1.2 m high fencing with 1.8 m R.C.C posts of standard design metre 90.44 placed every 3 m apart embeded in cement concrete blocks every 15th post last but one end post and corner post shall be strutted on both sides and end post on one side only. Provided with nine horizontal lines and two diagonals of barbed wire 9.38kg/100m (mimi) between the two posts fitted and fixed with G.I staples on wooden plugs or G.I binding wire tied to 6mm bar nibs fixed while casting the post (Cost of R.C.C post, struts, Earth work and concrete to be paid for seperately)- with GI barbed wire.

16.85 1.2m high fencing with 1.8m angle iron 40x40x6mm posts metre 92.47 placed every 3m centre to centre embeded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and two diagonal interwoven with horizontal lines of barbed wire 9.38kg/100m (minimum) between the two posts fitted & fixed with G.I.staples, turn buckles etc., complete (cost of posts,struts,earthwork and concrete work to be paid seperately) - with G.I.barbed wire.

16.86 1.8m high fencing with 2.4m angle iron 50x50x6mm posts metre 118.68 placed every 3m centre to centre embedded in cement concrete block, every 15th post last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and two diagonals interwoven with horizontal wires of barbed wire 9.38kg/100m (minimum) between the two posts and fixed with G.I.staples, turn buckles etc., complete.(Cost of

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16 . Miscellaneous Building Works Code No. Description Unit Rate Rs. posts,struts, earthwork and concrete to be paid for seperately) - with G.I. barbed wire.

16.87 Supplying at site angle iron post & stut of required size kg 53.21 including bottom to be split and bend at right angle in opposite direction for 10cm length and drilling holes upto 10mm dia etc.,complete.,

16.88 1.2m high welded steel wire fabric fencing with 1.8m posts of metre 22.55 specified material and of standard design placed at every 3m apart embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1 cement, 5 fine sand, 10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, provided with welded steel wire fabric 0.9m wide rectangular mesh 75x25mm size weighing not less than 7.75kg/sqm fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6mm bar nibs with G.I.binding wire(cost of posts,welded steel wire fabric, painting, earthwork in excavation and concrete to be paid for seperately)

16.89 Providing wall black board with cement mortar 1:3 (1 cement sqm 354.56 : 3 sand) finishing with a floating coat of neat cement and black pigment mixed in the proportion 1:2 ( one cement : two black pigment) and applying one coat of black board paint including 20mm thick cement plaster band 50mm wide in cement mortar 1:3 (1 cement : 3 sand).

16.90 Polishing the existing mosaic floor with power polisher to a sqm 92.17 high degree of polish as to be perfectly smooth as directed by the engineer - in -charge.

16.91 Supplying at site welded steel wire fabric of required width sqm 387.13 rectangular mesh 75x25mm size weight not less than 7.75kg/sqm painted with two or more coats of enamel paint of approved shade over a coat of primer(Painting to be paid for seperately)

16.92 Supplying and laying factory moulded M20 grade Unigranular sqm 660.46 segmental internal locking paver block of specific colour and design of size 227x124x65mm manufactured using automatic block costing machine, automatic block handling system cured in controlled causing chamber.The blocks to have a compressive strength not less than 265kg/sq.cm laid over a bed of 50mm thick coarse sand compacted properly with vibrator placing each block firmly fixed with neighboring

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16 . Miscellaneous Building Works Code No. Description Unit Rate Rs. block in an approved pattern including applying vibrator to the paver block and sand bed with suitable vibrator and vibrating dry sand into the joints till the sand fill the joints.The rate includes all cost for paver block, sand , loading and unloading from separation, vibrating the bed sand and paver blocks to the required degree into a proper camber and gradient as directed by the engineer - in - charge.

16.93 Providing and laying ready mix concrete M35 grade concrete cum 6694.52 for RCC pavement with a minimum cement content 428 kg / cum of concrete using 43 grade cement and 20mm and down size granite / basalt / trap jelly cement concrete shall be laid in bays width not exceeding 4.50 metre , and providing expansion joints, longitudinal joints and elastic joints and providing separation membarane shall be impermeable plastic sheeting 125 micron thick laid flat without creases between concrete slab and subgrade, as per design and drawing and finishing the surface as specified below, laid concrete shall be leveled and compacted by using pin vibrator first and then by surface vibrator 5m length and vaccum dewatering with vaccum pump and suction mat and further compacted by skim floater clubbed with floating disc and then spreading a floor hardener of non metallic nature confirming to IS specification @ 2.50 kg / sqm to improve the hardness of surface and finally the surface is finished with power trowelling complete with all lead and lifts etc.complete (including the cost of all materials but exclusive of cost of steel and fabrication charges) work should be carried out as per design and drawing and instruction of Engineer - in - charge.

16.94 Supplying fixing and commissioning of Suguna / Texmo / each 3560.40 Sharp 0.5HP monoblock pumpset slow speed single phase motar. The rate include the cost of pumpset, pumpset fixing in position and test run etc. complete as directed by the engineer in charge.

16.95 Supplying fixing and commissioning of Suguna / Texmo / each 4592.74 Sharp 1 HP monoblock pumpset slow speed single phase motar. The rate include the cost of pumpset, pumpset fixing in position and test run etc. complete as directed by the engineer in charge.

16.96 Supplying fixing and commissioning of Suguna / Texmo / each 10593.23 Sharp 2 HP monoblock pumpset slow speed single phase motar. The rate include the cost of pumpset, pumpset fixing in position and test run etc. complete as directed by the engineer in charge.

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16.97 Providing and fixing PVC false roofing with the existing PVC sqm 916.20 cabin using sintex PVC section of size 6mm x 250mm, having interlocking facilities supported in the PVC extruded multi chamber frame section of size 40 x 48mm, with necessary MS / Stainless steel screws. The rate includes the cost of sintex PVC section , labour charges for fixing , transport etc.,

16.98 Providing and fixing 20mm, thick PVC shutter for doors, sqm 2258.25 windows, cup board etc., made of rigid PVC extruded multi chamber section of size 20mm x 200mm, and outer edges of shutter framed with PVC channel section of size 24mm x 59mm, having interlocking facilities. The door frame of extruded PVC section size 40x 48mm, having a maximum wall thickness of 2.80mm +/- 0.30mm. The corners and joints shall be mitrecut and welded. The rate shall include the cost of necessary hinges, handles and locking facilities wherever necessary.

16.99 Supplying and fixing in position precast reinforced concrete sqm 962.08 door and window frames using concrete not less than M20 grade , cross section of 60 x 100 mm on 70 x 75 mm for window frames and door frames and door frames of single shutter door and 60 x 120 mm size for double shutter door, with steel reinforcement of minimum 3 bars of 6mm dia or equivalent of about 1.5 % of the sectional area of the concrete member, with smooth surface finish, using 3nos of 10mm dia bolt as hold fast on each side, alongwith suitable arrangements for fixing of hinges either with alumininum sleeve / wooden block or attaching the hinge directly to the frame by using 6mm dia m.s.bolt. Suitable arrangement should also be made in the frame for receiving tower bolt , sliding bolt and other door or window fixtures. The lost include the erection of the frame in position and grouting the joints with cement slurry 1: 1.5 (One cement and One and half sand) complete as directed by the engineer in charge. The item should be executed according to IS 6523 - 1983.

16.100 Acid cleaning for the existing Mosaic floors, glazed tiles work sqm 31.80 and removing the stains and decays to give a glassy look etc. complete. (The acid used shall be 32% concentrated hydrochloric acid after taking on the precautionary measures)

16.114 Providing and fixing 19 mm thick plain thermocole for sqm 42.23 vertical expansion joints.

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16 . Miscellaneous Building Works Code No. Description Unit Rate Rs. 16.115 Applying two coats of cement based polymer modified sqm 175.97 bonding admixture (FOSROC or equivalent )over the existing RCC members after removing the plastering and cleaning the concrete surfaces and saturated with clean water. The cost including all materials, labour charges.

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17 . OHT (Works) Code No. Description Unit Rate Rs.

17.1.1 Providing two legged scaffolding using 15cm diameter blue - Rmt 297.08 gum posts or casurina posts or best quality bamboo posts of 4m over all length (3.0m heigth + 0.5m projection + 0.5m into the ground) the distance between the two rows being 1.25m and the spacing of posts with 0.5m overlap on either side and braces at 2m c/c including longitudinal and transverse middle braces to step up and providing a platform with country wood planks of 40mm thick and 1m width etc. in a complete form using coir and nails 1m run (Rate of scaffolding for a height of 3m and length of 1m)

17.1.2 Extra for providing two legged scaffolding for every additional Rmt 262.62 height of 2.5m (Rate for scaffolding for a height of 3m and length of 1m)

17.2.1 Centering and shuttering including strutting , propping for 3m sqm 619.94 height and removal of form for floor slabs, roof slabs, landings, balconies and access platforms.

17.2.2 Centering and shuttering including strutting , propping etc, and sqm 619.94 removal of form for foundations, footings, bases of columns

17.2.3 Centering and shutteing including strutting, propping etc. and sqm 683.82 removal of form for walls (any thickness) including attached pillastering , buttresses,plinth and stringcourses etc.,

17.2.4 Centering and shuttering including strutting , propping etc. and sqm 619.94 removal of form for lintels, beams , girders , bracers , brussummers and cantilevers etc.

17.2.5 Centering and shuttering including strutting , propping etc. and sqm 747.69 removal of form for columns, pillars, piers, abutment, posts and struts.

17.2.6 Centering and shuttering including strutting, propping etc. and sqm 683.82 removal of form for vertical and horizontal firms individually or forming box louers bund, fascias and lares boards.

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19 . Sanitary Installations Code No. Description Unit Rate Rs.

19.1.1 Providing and fixing white vitreous china water closet each 2986.55 squatting pan (Indian type W.C.pan) with 100mm sand cast iron P or S trap, 10 litre low level PVC flushing cistern (of approved make) with fittings, C.I/M.S. brackets, 32mm diameter flush pipe with fittings and clamps, overflow arrangement with specials and mosquito proof coupling of approved municipal design including painting of fittings and brackets, cutting and making good the walls and floors wherever required - Long pan pattern W.C. pan of size 580mm with flush pipe & overflow arrangement (Parryware/Hindware). 19.1.2 Providing and fixing white vitreous china water closet each 3162.52 squatting pan (Orissa type w.c. pan) with 100mm sand cast iron `p' or `s' trap, 10 litres low level pvc flushing cistern (of approved make) with fittings, C.I/M.S. brackets, 32mm diameter flush pipe with fittings and clamps, over flow arrangement with specials and mosquito proof coupling of approved municipal design including painting of fittings and brackets, cutting and making good the walls and floors wherever required - Orissa pattern w.c. pan of size 580x440mm with integral type foot rests flush pipe and overflow arrangement(Parryware/Hindware).

19.2.2 Providing and fixing white vitreous china pedestal type water each 3333.72 closet (european type w.c. pan) with seat and lid, c.p. brass hinges and rubber buffers, 10 litre low level p.v.c flushing cistern with fittings, C.I./M.S. brackets 40 mm diameter flush bend with fittings and clamps, overflow arrangements with specials and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required - W.C. pan with white solid plastic seat and lid (Parryware/Hindware).

19.2.3 Providing and fixing white vitreous china pedestal type water each 3363.04 closet (european type w.c. pan) with seat and lid, c.p. brass hinges and rubber buffers, 10 litre low level p.v.c flushing cistern with fittings, C.I./M.S. brackets 40 mm diameter flush bend with fittings and clamps, overflow arrangements with specials and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required - W.C. pan with black solid plastic seat and lid (Parryware/Hindware).

19.3.2 Providing and fixing white vitreous china pedestal type water each 10155.87 closet (European type) with seat and lid, with C.P. brass hinges

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19 . Sanitary Installations Code No. Description Unit Rate Rs. and rubber buffers, 10 litre low level vitreous flushing cistern with fittings & C.I/M.S. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required - W.C. pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend (Parryware/Hindware).

19.3.3 Providing and fixing white vitreous china pedestal type water each 10185.20 closet (European type) with seat and lid with C.P. brass hinges and rubber buffers, 10 litre low level vitreous flushing cistern with fittings & C.I./M.S. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required - W.C. pan with black solid plastic seat and lid, with white vitreous china flushing cistern and C.P. flush bend (Parryware/Hindware).

19.4.1 Providing and fixing white vitreous china flat back or wall each 2631.59 corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265 mm sizes respectively with automatic flushing cistern with C.I./M.S. brackets standard size of GI flush pipe and c.p. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required - One urinal basin with 5 litre P.V.C. automatic flushing cistern.

19.4.2 Providing and fixing white vitreous china flat back or wall each 4177.42 corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265 mm sizes respectively with automatic flushing cistern with C.I./M.S. brackets standard size of G.I. flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required - range of two urinal basins with 7.5 litre P.V.C. automatic flushing cistern.

19.4.3 Providing and fixing white vitreous china flat back or wall each 5485.19 corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265 mm sizes respectively with automatic flushing cistern with C.I./M.S. brackets standard size of G.I. flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required - range of three urinal basins with 7.5 litre P.V.C. automatic

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19 . Sanitary Installations Code No. Description Unit Rate Rs. flushing cistern.

19.4.4 Providing and fixing white vitreous china flat back or wall each 7624.09 corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265 mm sizes respectively with automatic flushing cistern with C.I./M.S. brackets standard size of G.I. flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required - range of four urinal basins with 10 litre P.V.C. automatic flushing cistern.

19.4.6 Providing and fixing white vitreous china flat back or wall each 2015.70 corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265 mm sizes respectively with C.I./M.S. brackets standard size of GI flush pipe and c.p. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required - One urinal basin.

19.5.1 Providing and fixing white vitreous china flat black or half each 4890.46 stall urinal of 580 x 380 x 350 mm with automatic flushing cistern (of approved make) with fittings, C.I./M.S. brackets, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and brackets, cutting and making good the walls and floors wherever required - single half stall urinal with 5 liter P.V.C. automatic flushing cistern.

19.5.2 Providing and fixing white vitreous china flat black or half each 7771.98 stall urinal of 580 x 380 x 350 mm with automatic flushing cistern (of approved make) with fittings, C.I./M.S. brackets, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and brackets, cutting and making good the walls and floors wherever required - range of two half stall urinals with 7.5 litre P.V.C. automatic flushing cistern.

19.5.3 Providing and fixing white vitreous china flat black or half each 10084.51 stall urinal of 580 x 380 x 350 mm with automatic flushing cistern (of approved make) with fittings, C.I./M.S. brackets, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and brackets, cutting and making

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19 . Sanitary Installations Code No. Description Unit Rate Rs. good the walls and floors wherever required - range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern.

19.5.4 Providing and fixing white vitreous china flat black or half No 12148.72 stall urinal of 580 x 380 x 350 mm with automatic flushing cistern (of approved make) with fittings, C.I./M.S. brackets, standard size c.p. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and brackets, cutting and making good the walls and floors wherever required - Range of four half stall urinals with 10 litre P.V.C. automatic flushing cistern.

19.6.1 providing and fixing one piece construction white vitreous each 3742.17 china squatting plate with an integral longitudinal flushing pie, automatic flushing cistern with fittings, CI / MS brackets, standard size GI flush pipe for back and front flush with standard spreader pipes with fittings, GI clamps and in CP brass coupling complete including painting of fittings and brackets, cutting and making good the walls and floors etc. wherever required - Single squatting plate with 5 litres P.V.C. automatic flushing cistern.

19.7.1 Providing and fixing white vitreous china wash basin with each 2828.67 C.I/M.S. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required - Flat back wash basin size 630x450mm with a pair of 15mm C.P.brass pillar taps (Parryware/Hindware).

19.7.2 Providing and fixing white vitreous china wash basin with each 2597.57 C.I/M.S. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required - Flat back wash basin size 630x450mm with a single 15mm C.P.brass pillar taps (Parryware/Hindware).

19.7.3 Providing and fixing white vitreous china wash basin with each 1796.33 C.I/M.S. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required - Flat back wash basin size 550x400mm with a pair of 15mm C.P.brass pillar taps (Parryware/Hindware).

19.7.4 Providing and fixing white vitreous china wash basin with each 1565.23 C.I./M.S. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings Karaikal Page 133

19 . Sanitary Installations Code No. Description Unit Rate Rs. and brackets, cutting and making good the walls wherever required - flat back wash basin size 550x400mm with single 15mm c.p. brass pillar tap (Parryware/Hindware).

19.7.10 Providing and fixing white vitreous china wash basin with each 2523.66 C.I./M.S. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required - Surgeon type wash basin of size 660 x 460 mm with a pair of 15 mm C.P. brass pillar taps, with elbow operated levers.

19.7.11 Providing and fixing white vitreous china wash basin with each 2151.78 C.I./M.S. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required - Surgeon type wash basin of size 660 x 460 mm with single of 15 mm C.P. brass pillar taps, with elbow operated levers.

19.8.2 Add for providing 32mm dia C.P. brass trap. each 126.04 19.8.3 Add for providing 32mm dia C.P. brass union. each 84.97 19.9 Providing and fixing white vitreous china pedestal for wash each 1117.65 basin complete recessed at the back for the reception of pipes and fittings (Parryware/Hindware).

19.10.2 Provided and fixing kitchen sink with C.I. brackets, C.P. brass each 2286.69 chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required - White glazed fire clay kitchen sink size 600x450x250 mm.

19.10A.1.1 Providing and fixing stainless steel kitchen sink as per IS each 3127.76 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fitting and brackets, cutting and making good the walls wherever required - Kitchen sink with drain board - 510 x 1040 mm bowl depth 178 mm.

19.10A.1.2 Providing and fixing stainless steel kitchen sink as per IS each 2283.12 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fitting and brackets, cutting and making good the walls wherever required - Kitchen sink with drain board - 400 x 915 mm bowl depth 160mm.

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19 . Sanitary Installations Code No. Description Unit Rate Rs. 19.10A.1.3 Providing and fixing stainless steel kitchen sink as per IS each 2986.98 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fitting and brackets, cutting and making good the walls wherever required - Kitchen sink with drain board - 500 x 1000mm bowl depth 178mm.

19.10A.2.1 Providing and fixing stainless steel kitchen sink as per IS each 2034.09 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fitting and brackets, cutting and making good the walls wherever required - without drain board 610 x 510 mm bowl depth 200mm.



19.11.1 Providing and fixing white vitreous china laboratory sink with each 2122.45 C.I. brackets, C.P. brass chain with rubber plug 40mm C.P. brass waste and 40 mm C.P. brass trap with necessary C.P. brass unions complete including painting of fittings and brackets, cutting and making good the wall wherever required - size 450x300x150mm.

19.11.2 Providing and fixing white vitreous china laboratory sink with each 2884.98 C.I. brackets, C.P. brass chain with rubber plug 40 mm C.P. brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of fittings and brackets, cutting and making good the wall wherever required - size 600x450x200mm.

19.12B.1 Providing and fixing draining board with C.I./M.S. brackets each 827.37 including painting of brackets, cutting and making good the walls wherever required - white glazed fire clay draining board of size 600x450x25mm.

19.12B.2 Providing and fixing draining board with C.I./M.S. brackets each 730.01 including painting of brackets, cutting and making good the walls wherever required. marble stone draining board of size 600x450x25mm.

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19.14.1 Providing and fixing white vitreous china water closet each 1111.62 squatting pan (Indian type) - Long pattern W.C. pan of size 580mm (Parryware/Hindware).

19.14.2 Providing and fixing white vitreous china water closet each 1287.58 squatting pan (Indian type) - Orissa pattern W.C. pan of size 580 x 440mm (Parryware/Hindware).

19.14A.1 Extra for using coloured W.C. pan instead of white W.C. pan each 469.25 orissa pattern W.C. pan 580 x 440 mm (Parryware/Hindware).

19.15 Providing and fixing white vitreous china pedestal type each 1346.24 (european type/wash down type) water closet pan (Parryware/Hindware).

19.15A Extra for using coloured pedestal type W.C. pan (european each 2170.27 type) with low level cistern of same colour instead of white vitreous china W.C. pan and cistern (Parryware/Hindware).

19.16.1 Providing and fixing a pair of white vitreous china foot rests Pair 120.18 of standard pattern for squatting pan water closet - 250 x 130 x 30 mm.

19.16.2 Providing and fixing a pair of white vitreous china foot rests pair 126.05 of standard pattern for squatting pan water closet - 250 x 125 x 25 mm.

19.17 Providing and fixing 10 litres low level white vitreous china each 7940.46 flushing cistern of approved make with fittings such as lead valve less syphon etc. and C.P. brass handle complete (Parryware/Hindware).

19.17A Providing and fixing 10 litre low level P.V.C. cistern of each 891.28 approved make with fittings complete.

19.20A.1 Providing and fixing controlled flush, low level cistern made each 847.34 of high density polyetylene / polypropylene, with all fittings complete - 10 litre (full flush) capacity - white.

19.20A.2 Providing and fixing controlled flush, low level cistern made each 1081.96 of high density polyetylene / polypropylene, with all fittings complete - 10 litre (full flush) capacity - coloured.

19.20A.3 Providing and fixing controlled flush, low level cistern made each 905.99 of high density polyetylene / polypropylene, with all fittings complete - 8 litre (full flush) capacity - white.

Karaikal Page 136

19 . Sanitary Installations Code No. Description Unit Rate Rs. 19.20A.4 Providing and fixing controlled flush, low level cistern made each 1551.21 of high density polyetylene / polypropylene, with all fittings complete - 8 litre (full flush) capacity - coloured.

19.21A.1 Providing and fixing controlled flush, low level cistern made each 6181.01 of vitreous china with all fittings complete - 10 litre (full flush) capacity - white (Parryware/Hindware).

19.21A.2 Providing and fixing controlled flush, low level cistern made each 8527.24 of vitreous china with all fittings complete - 10 litre (full flush) capacity - coloured (Parryware/Hindware).

19.23.1 Providing and fixing solid plastic seat with lid for pedestal each 315.21 type W.C. pan with C.P. brass hinges, rubber buffers etc. complete - white solid plastic seat with lid.

19.23.2 Providing and fixing solid plastic seat with lid for pedestal each 344.53 type W.C. pan with C.P. brass hinges, rubber buffers etc. complete - black solid plastic seat with lid.

19.23A Extra for providing coloured other than black solid PVC each 175.97 plastic seat and cover in European type W.C. pan, instead of white plastic seat and cover (Parryware/Hindware).

19.27 Providing and fixing white glazed fire clay stall urinal of each 4157.24 standard size.

19.28 Providing and fixing white vitreous china squatting plate urinal each 1635.05 with intergal rim logitudinal flush pipe.

19.29.1 Providing and fixing white vitreous china wash basin including each 1863.36 making all connections but excluding the cost of fittings - Flat back wash basin of size 630 x 450mm (Parryware/Hindware).

19.29.2 Providing and fixing white vitreous china wash basin including each 831.02 making all connections but excluding the cost of fittings - Flat back wash basin of size 550 x 400mm (Parryware/Hindware).

19.29.3 Providing and fixing white vitreous china wash basin including each 1863.36 making all connections but excluding the cost of fittings - Angle back wash basin of size 600 x 480mm (Parryware/Hindware).

19.29.4 Providing and fixing white vitreous china wash basin including each 983.53 making all connections but excluding the cost of fittings - Angle back wash basin of size 400 x 400mm (Parryware/Hindware).

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19.29.5 Providing and fixing white vitreous china wash basin including each 807.56 making all connections but excluding the cost of fittings - Flate back wash basin of size 450 x 300mm

19.29.6 Providing and fixing white vitreous china wash basin including each 1276.80 making all connections but excluding the cost of fittings - Surgeon type wash basin of size 660 x 460mm (Parryware/Hindware).

19.30.2 Providing and fixing kitchen sink including making all each 1726.25 connections excluding cost of fittings - white glazed fire clay sink of size 600 x 450 x 250 mm.

19.31.1 Providing and fixing white vitreous china laboratory sink each 1257.01 including making all connections excluding cost of fittings - Size 450 x 300 x 150mm.

19.31.2 Providing and fixing white vitreous china laboratory sink each 2019.54 including making all connctions excluding cost of fittings size 600 x 450 x 200 mm.

19.34.1 Providing and fixing c.p. brass waste for sink or wash basin - each 103.60 32 mm dia.

19.34.2 Providing and fixing c.p. brass waste for sink or wash basin - each 127.06 40 mm dia.

19.34A.1.1 Providing and fixing P.V.C. waste pipe for sink or wash basin each 49.40 including P.V.C. waste fittings complete - Semi rgid pipe - 32mm dia.

19.34A.1.2 Providing and fixing P.V.C. waste pipe for sink or wash basin each 53.45 including P.V.C. waste fittings complete - Semi rigid pipe - 40mm dia.

19.34A.2.1 Providing and fixing P.V.C. waste pipe for sink or wash basin each 53.45 including P.V.C. waste fittings complete - flexible pipe 32 mm dia.

19.34A.2.2 Providing and fixing P.V.C. waste pipe for sink or wash basin each 53.45 including P.V.C. waste fittings complete - flexible pipe 40 mm dia.

19.35.1 Providing and fixing fisher union for wash basin - 32 mm dia each 88.65 brass union.

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19 . Sanitary Installations Code No. Description Unit Rate Rs. 19.35.2 Providing and laying c.i. double socket collars (heavy class) - each 88.65 100mm C.I. collar.

19.36.1 Providing and fixing C.P. brass trap for wash basins and sinks - each 150.52 32 mm dia.

19.36.2 Providing and fixing C.P. brass trap for wash basins and sinks - each 238.50 40 mm dia.

19.38 Providing and fixing 100 mm sand cast iron grating for gully, each 19.73 floor or Nahani trap.

19.38A.1 Providing and fixing stainless steel jali (grating) with or each 30.05 without hole for waste pipe for floor/Nahani trap - 75mm dia weight not less than 70 gms.

19.38A.2 Providing and fixing stainless steel jali (grating) with or each 32.62 without hole for waste pipe for floor/Nahani trap - 100 mm dia weight not less than 100 gms.

19.38B.1 Providing and fixing plastic moulded jali of required colour and each 58.44 shade for floor/Nahani trap - Circular type.

19.38B.2 Providing and fixing plastic moulded jali of required colour and each 64.88 shade for floor/Nahani trap - Rectangular with openable circular lid.

19.40 Providing and fixing in position 32mm diameter G.I. flush each 466.05 pipe for high level flushing cistern complete including cutting and making good the walls and floors.

19.41 Providing and fixing in position 25 mm diameter mosquito each 41.70 proof coupling of approved municipal design.

19.42 Providing and fixing 600 x 450 mm bevelled edge mirror of each 866.45 superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

19.42A.1 Providing and fixing mirror of required shape and size with each 604.71 plastic moulded frame of approved make and shape with 6 mm thick hard board - Backing circular shape 450 mm dia.

19.42A.2 Providing and fixing mirror of required shape and size with each 654.67 plastic moulded frame of approved make and shape with 6 mm thick hard board backing - Rectangular shape 453 x 357 mm.

Karaikal Page 139

19 . Sanitary Installations Code No. Description Unit Rate Rs. 19.42A.3 Providing and fixing mirror of required shape and size with each 711.44 plastic moulded frame of approved make and shape with 6 mm thick hard board backing oval shape 450 x 350 mm (outer dimensions).

19.42A.4 Providing and fixing mirror of required shape and size with each 1345.15 plastic moulded frame of approved make and shape with 6 mm thick hard board backing - Rectangular shape 1500 x 450 mm

19.43 Providing and fixing 600 x 120 x 5 mm glass shelf with edges each 258.61 rounded off supported on anodised aluminium angle frame with c.p. brass brackets and guard rail complete fixed with 40 mm to long screws, rawl plugs etc. complete.

19.44.1.2 Providing and fixing towel rail complete with brackets fixed to each 306.17 wooden cleats with C.P. brass screws - C.P. Brass towel rail with two C.P. brass brackets - 600 x 20mm size.

19.45.1 Providing and fixing toilet paper holder - C.P. brass. each 228.21 19.45.2 Providing and fixing toilet paper holder - Vitreous china. each 291.52 19.47.1 Providing and fixing on wall/column face unplasticised - PVC metre 247.33 soil and waste pipes (type -B) conforming to IS : 13592 - 1992 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single socketed pipes 110mm diameter .

19.47.1A Providing and fixing on wall face/column face unplasticised - each 218.85 PVC moulded fittings/accessories for unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - Single tee with door - 110x110x110 mm.

19.47.1B Providing and fixing on wall face/column face unplasticised - each 198.61 PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - Single tee without door - 110x110x110 mm .

19.47.1C Providing and fixing on wall face/column face unplasticised - each 138.12 PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - bend 110 mm .

Karaikal Page 140


19.47.1D Providing and fixing on wall face/column face unplasticised - each 139.46 PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - bend with door 110mm.

19.47.1E Providing and fixing on wall face/column face unplasticised - each 101.69 PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - heel rest bend 110mm.

19.47.2 Providing and fixing on wall/column face unplasticised - PVC metre 147.51 soil and waste pipes(type B) conforming to IS : 13592 - 1992 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single socketed pipes 75 mm diameter.

19.47.2A Providing and fixing on wall face/column face unplasticised - each 164.86 PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - Single tee with door - 75x75x75 mm.

19.47.2B Providing and fixing on wall face/column face unplasticised - each 148.67 PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - Single tee without door - 75x75x75 mm.

19.47.2C Providing and fixing on wall face/column face unplasticised - each 102.15 PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - bend 75 mm.

19.47.2D Providing and fixing on wall face/column face unplasticised - each 94.06 PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - bend with door 75 mm.

19.47.2E Providing and fixing on wall face/column face unplasticised - each 80.58 PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including

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19 . Sanitary Installations Code No. Description Unit Rate Rs. jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - head rest bend 75 mm.

19.47.2F Providing and fixing on wall face/ column face unplasticised- each 23.46 PVC moulded fittings/ accessories for unplasticised PVC soil and waste pipes conforming to IS:4985 including of jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion - bend with door 50 mm.

19.47.3A Providing and fixing on wall face/ column face PVC (working metre 99.57 pressure 6 kg/sqcm) soil and waste pipes conforming to IS 4985 including jointing with seal ring conforming to IS 5382 leaving 10 mm gap for thermal expansion - single socketed pipe - 50 mm dia

19.48.1.1 Providing and fixing soil, waste and vent pipes - 100mm dia - metre 314.85 Sand cast iron S&S pipe.

19.48.1.1B Providing and fixing PVC waste and vent pipe including metre 120.53 jointing by rubber gasket with PVC lubricant with slipring to be filled up including cutting and making good the walls wherever necessary-75mm dia. outer diameter.(type A pipes).

19.48.1.1C Providing and fixing PVC waste and vent pipe including metre 319.89 jointing by rubber gasket with PVC lubricant with slipring to be filled up including cutting and making good the walls wherever necessary-140mm dia. outer diameter.(type A pipes)

19.48.2.1 Providing and fixing soil, waste and vent pipes - 75mm metre 270.25 diameter - Sand cast iron S&S pipe.

19.48.3.1 Providing and fixing soil, waste and vent pipes - 50mm dia - metre 183.55 Sand cast iron S&S pipe.

19.48A.1 Providing and filling the joints with spun yarn cement slurry joints 31.19 and cement mortar 1:2 (1 cement : 2 sand) in S.C.I/C.I pipes. 50 mm dia. pipe.

19.48A.2 Providing and filling the joints with spunyarn cement slurry each 43.88 and cement mortar 1:2 (1 cement : 2 sand) in S.C.I/C.I pipes. 75 mm dia. pipe.

19.48A.3 Providing and filling the joints with spunyarn cement slurry each 51.69 and cement mortar 1:2 (1 cement : 2 sand) in S.C.I/C.I pipes - 100 mm dia. pipe.

19.49.1 providing and fixing m.s. holder-bat clamps of approved No 107.83 design to sand cast iron/ cast iron (spun) pipe embedded in and Karaikal Page 142

19 . Sanitary Installations Code No. Description Unit Rate Rs. including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including cost of cutting holes and making good the walls etc - for 100 mm dia pipe.

19.49.1B Providing and fixing unplasticised PVC pipe clips of approved each 128.37 design to unplasticised PVC soil and waste pipes by means of 50x50x50mm hard wood plugs, screwed with M.S.screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete - 75mm.

19.49.1C Providing and fixing unplasticised PVC pipe clips of approved each 152.66 design to unplasticised PVC soil and waste pipes by means of 50x50x50mm hard wood plugs, screwed with M.S.screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete - 110mm.

19.49.2 Providing and fixing M.S. holder-bat clamps of approved each 98.18 design to sand cast iron/ cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including cost of cutting holes and making good the walls etc - for 75 mm dia pipe.

19.49.3 Providing and fixing M.S. holder-bat clamps of approved each 97.32 design to sand cast iron/ cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including cost of cutting holes and making good the walls etc - for 50 mm dia pipe.

19.49.4 Providing and fixing M.S. holder-bat clamps of approved each 99.59 design to sand cast iron/ cast iron (spun)/ UPVC pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including cost of cutting holes and making good the walls etc - for 110 mm dia pipe.

19.50.1.1 Providing and fixing bend of required degree with access door, each 178.17 insertion rubber washer 3 mm thick, bolts and nuts complete - 100mm - sand cast iron S&S.

19.50.2.1 Providing and fixing bend of required degree with access door, each 153.46 insertion rubber washer 3 mm thick, bolts and nuts complete - 75 mm - sand cast iron S&S. Karaikal Page 143


19.50.3.1 Providing and fixing bend of required degree with access door, each 122.01 insertion rubber washer 3 mm thick, bolts and nuts complete - 50 mm - sand cast iron S&S.

19.51.1.1 Providing and fixing plain bend of required degree - 100 mm - each 130.08 sand cast iron S&S.

19.51.2.1 Providing and fixing plain bend of required degree - sand cast each 98.62 iron S&S - 75 mm dia.

19.51.3.1 Providing and fixing plain bend of required degree - 50 mm - each 85.70 sand cast iron S&S.

19.52.1.1 Providing and fixing heel rest sanitary bend - 100 mm - sand each 157.06 cast iron S&S.

19.52.2.1 Providing and fixing heel rest sanitary bend - 75 mm - sand each 128.29 cast iron s&s.

19.52.3.1 Providing and fixing heel rest sanitary bend - 50 mm - sand each 104.59 cast iron s&s.

19.53.1.1 Providing and fixing double equal junction of required degree each 333.10 with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 100 x 100 x 100 x 100 mm - sand cast iron s&s.

19.53.2.1 Providing and fixing double equal junction of required degree each 261.39 with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 75 x 75 x 75 x 75 mm - sand cast iron

19.53.3.1 Providing and fixing double equal junction of required degree each 223.18 with access door, insertion rubber washer 3mm thick, bolts and nuts complete - 50 x 50 x 50 x 50 mm - sand cast iron S&S.

19.54.1.1 Providing and fixing double equal plain junction of required each 278.47 degree - 100 x 100 x 100 x 100 mm - sand cast iron S&S.

19.54.2.1 Providing and fixing double equal plain junction of required each 213.28 degree - 75 x 75 x 75 x 75 mm - Sand cast iron S&S.

19.54.3.1 Providing and fixing double equal plain junction of required each 163.94 degree - 50 x 50 x 50 x 50 mm - Sand cast iron S&S.

19.55.1.1 Providing and fixing single equal plain junction of required each 245.62 Karaikal Page 144


19.55.2.1 Providing and fixing single equal plain junction of required each 193.92 degree with access door,insertion rubber washer 3 mm thick, bolts and nuts complete - 75 x 75 x 75 mm - sand cast iron S&S.

19.55.3.1 Providing and fixing single equal plain junction of required each 153.15 degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 50 x 50 x 50 mm - sand cast iron S&S.

19.56.1.1 Providing and fixing single equal plain junction of required each 211.02 degree - 100 x 100 x 100 mm - sand cast iron s&s.

19.56.2.1 Providing and fixing single equal plain junction of required each 139.09 degree - 75 x 75 x 75 mm sand cast iron s&s.

19.56.3.1 Providing and fixing single equal plain junction of required each 116.74 degree - 50 x 50 x 50 mm sand cast iron s&s.

19.57.1.1 Providing and fixing double unequal junction of required degree each 299.59 with access door, insertion rubber washer 3mm thick, bolts and nuts complete - 100 x 100 x 75 x 75 mm - sand cast iron s&s.

19.57.2.1 Providing and fixing double unequal junction of required degree each 272.61 with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 100 x 100 x 50 x 50 mm - sand cast iron s&s.

19.57.3.1 Providing and fixing double unequal junction of required degree each 227.65 with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 75 x 75 x 50 x 50 mm sand cast iron s&s.

19.58.1.1 Providing and fixing double unequal plain junction of required each 204.27 degree - 100 x 100 x 75 x 75 mm - sand cast iron s&s.

19.58.2.1 Providing and fixing double unequal plain junction of required each 204.27 degree - 100 x 100 x 50 x 50 mm - sand cast iron s&s.

19.58.3.1 providing and fixing double unequal plain junction of required No 166.07 degree - 75 x 75 x 50 x 50 mm - sand cast iron s&s.

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19 . Sanitary Installations Code No. Description Unit Rate Rs. 19.59.1.1 Providing and fixing single unequal junction of required degree each 272.61 with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 100 x 100 x 75 mm - sand cast iron s&s.

19.59.2.1 Providing and fixing single unequal junction of required degree each 259.12 with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 100 x 100 x 50 mm - sand cast iron s&s.

19.59.3.1 Providing and fixing single unequal junction of required degree each 200.68 with access door, insertion rubber washer 3mm thick, bolts and nuts complete - 75x75x50mm - sand cast iron s&s.

19.60.1.1 Providing and fixing single unequal plain junction of required each 204.27 degree - 100 x 100 x 75 mm - sand cast iron s&s

19.60.2.1 Providing and fixing single unequal plain junction of required each 204.27 degree - 100 x 100 x 50 mm - sand cast iron s&s.

19.60.3.1 Providing and fixing single unequal plain junction of required each 152.57 degree - 75 x 75 x 50 mm - sand cast iron s&s.

19.61.1.1 Providing and fixing double equal plain invert branch of each 271.73 required degree - 100 x 100 x 100 x 100 mm - sand cast iron s&s.



19.62.1.1 Providing and fixing single equal plain invert branch of each 238.01 required degree - 100 x 100 x 100 mm - sand cast iron s&s.

19.62.2.1 Providing and fixing single equal plain invert branch of each 172.81 required degree - 75 x 75 x 75 mm - and cast iron s&s.

19.62.3.1 Providing and fixing single equal plain invert branch of each 136.97 required degree - 50 x 50 x 50 mm - sand cast iron s&s.

19.63.1.1 Providing and fixing double unequal invert branch of required each 298.72 degree - 100 x 100 x 75 x 75 mm - sand cast iron s&s.

19.63.2.1 Providing and fixing double unequal invert branch of required each 298.72 degree - 100 x 100 x 50 x 50 mm - sand cast iron s&s.

19.63.3.1 Providing and fixing double unequal invert branch of required each 253.75 Karaikal Page 146


19.64.1.1 Providing and fixing single unequal plain invert branch of each 211.02 required degree - 100 x 100 x 75 mm - sand cast iron s&s.



19.66.1.1 Providing and fixing door piece, insertion rubber washer 3 mm each 211.91 thick, bolts and nuts complete - 100 mm - Sand cast iron

19.66.2.1 Providing and fixing door piece, insertion rubber washer 3 mm each 173.69 thick, bolts and nuts complete - 75 mm - sand cast iron S&S.

19.66.3.1 Providing and fixing door piece, insertion rubber washer 3 mm each 142.24 thick, bolts and nuts complete - 50 mm - sand cast iron S&S.

19.67.1.1 Providing and fixing terminal guard - 100 mm - sand cast iron each 130.08 S&S.

19.67.1.1A Providing and fixing PVC 110 mm dia terminal guard - Vent No 51.82 cowl.

19.67.1.1B Providing and fixing PVC terminal guard (vent cowl) with each 65.03 necessary lubricant and slip ring, fixing complete-140mm.


19.67.2.1A Providing and fixing PVC terminal guard (vent cowl) with each 41.71 necessary lubricant and slip ring fixing complete - 75mm.


19.68.1.1 Providing and fixing collar - 100 mm - sand cast iron S&S. each 89.60 19.68.1.1A Providing and fixing PVC reducing socket with necessary each 95.39 lubricant and slip ring for jointing, cutting and making good the walls wherever necessary - 110x75mm.

19.68.2.1 Providing and fixing collar - 75 mm - sand cast iron S&S. each 78.38

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19 . Sanitary Installations Code No. Description Unit Rate Rs. 19.68.3.1 Providing and fixing collar - 50 mm - sand cast iron S&S. each 62.77 19.68.3.1A Providing and fixing PVC reducing socket with necessary each 44.57 lubricant and slip ring for jointing, cutting and making good the walls wherever necessary - 75mm x 50mm.

19.70.1 Providing lead caulked joints to sand cast iron/centrifugally each 303.15 cast (spun) iron pipes and fittings of diameter - 100 mm.

19.70.2 Providing lead caulked joints to sand cast iron/centrifugally each 263.14 cast (spun) iron pipes and fittings of diameter - 75 mm.

19.70.3 Providing lead caulked joints to sand cast iron/centrifugally each 218.12 cast (spun) iron pipes of diameter 50 mm.

19.71.1 Providing and fixing M.S. stays and clamps for sand cast each 41.50 iron/centrifugally cast (spun) iron pipes of diameter - 100

19.71.2 Providing and fixing M.S. stays and clamps for sand cast each 37.03 iron/centrifugally cast (spun) iron pipes of diameter - 75 mm.

19.71.3 Providing and fixing M.S. stays and clamps for sand cast each 34.91 iron/centrifugally cast (spun) iron pipes of diameter - 50 mm.

19.72.1 Providing and fixing sand cast iron trap of self cleansing each 531.06 design with sand cast iron screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors - 100 mm inlet and 100 mm outlet.

19.72.1A Providing and fixing PVC trap with PVC grating with or each 469.65 without vent arm complete including providing necessary lubricant and slip ring for fixing fittings, cost of cutting and making good the walls and floors - 110mm inlet and 110mm outlet.



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19.92.1 Cutting chases in brick masonary walls for following diameter metre 234.77 sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 12.5 mm nominal size) including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 sand) - 100 mm dia.

19.92.2 Cutting chases in brick masonary walls for following diameter metre 167.77 sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 12.5 mm nominal size) including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 sand) - 75 mm dia.

19.92.3 Cutting chases in brick masonary walls for following diameter each 106.66 sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 12.5 mm nominal size) including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 sand) - 50 mm dia.

19.94 Painting CI Cistern with bitumastic or any other anti- each 360.89 corrasive paint inside and white paint over a coat of zinc chromate yellow primer ( of approved quality ) on the outside surface of the cistern flush pipe, other fittings, etc., complete for new work.

19.95 Re-painting C.I. Cistern with bitumastic or any other anti- each 242.88 corrosive paint inside and white paint on the outside surface of the cistern, flush pipe other fittings etc.complete including polishing of wooden seat and lid and cleaning of W.C. pan with acid wherever necessary.

19.96.1 Painting sand cast iron/centrifugally cast (spun) iron soil, metre 17.25 waste vent pipes and fittings with paint of any colour such as chocolate, grey, or buff etc. over a coat of primer (of approved quality) for new work - 50 mm diameter pipe.

19.96.2 Painting sand cast iron/centrifugally cast (spun) iron soil, metre 28.90 waste vent pipes and fittings with paint of any colour such as chocolate, grey, or buff etc. over a coat of primer (of approved quality) for new work - 100 mm diameter pipe.

19.96.3 Painting sand cast iron/centrifugally cast (spun) iron soil, metre 22.10 waste vent pipes and fittings with paint of any colour such as chocolate, grey, or buff etc. over a coat of primer (of approved quality) for new work - 75mm diameter pipe.

Karaikal Page 149


19.97.1 Repainting sand cast iron/centrifugally cast iron (spun) iron, metre 7.92 soil, waste, vent pipes and fittings with paint of any colour such as chocolate grey or buff etc. - 50 mm diameter pipe.



19.97.4 Providing and laying (working pressure 6kg per sq.cm) soil & Rmt 298.02 waste pipes including jointing with solvent cement etc., complete. Using 110mm dia pipe.

19.97.5 Providing and fixing PVC pipe clips of 40 mm dia each 13.69

Karaikal Page 150

20 . Water Supply Code No. Description Unit Rate Rs.

20.2.1.1 Providing and fixing G.I. pipes complete with G.I. fittings and metre 179.26 clamps, including cutting and making good the walls etc. (internal work) exposed on walls - 15mm nominal bore (1.22 kg/m).

20.2.1.2 Providing and fixing G.I. pipes complete with G.I. fittings and metre 216.74 clamps, including cutting and making good the walls etc.(internal work) exposed on walls - 20mm nominal bore (1.58 kg/m)

20.2.1.2A Providing and fixing P.V.C pipes complete with fittings and metre 81.83 clamps, including cutting and making good the walls etc.(internal work) Concealed - 20mm nominal bore (15kg/sq.cm)

20.2.1.3 Providing and fixing G.I.pipes complete with G.I. fittings and metre 254.69 clamps, including cutting and making good the walls etc. (internal work) exposed on wall - 25mm nominal bore (2.44 kg/m)

20.2.1.3A Providing and fixing P.V.C pipes complete with fittings and metre 103.59 clamps, including cutting and making good the walls etc.(internal work) Concealed - 25mm nominal bore (15kg/sq.cm)

20.2.1.4 Providing and fixing G.I.pipes complete with G.I. fittings and metre 302.93 clamps, including cutting and making good the walls etc. (internal work) exposed on wall - 32 mm nominal bore. (3.17 Kg/m)

20.2.1.5 Providing and fixing G.I.pipes complete with G.I. fittings and metre 379.72 clamps, including cutting and making good the walls etc. (internal work) - 40mm nominal bore (3.61 kg/m)

20.2.1.6 Providing and fixing G.I.pipes (class b) complete with G.I. metre 563.84 fittings and clamps, including cutting and making good the walls etc. (internal work) - 50mm nominal bore. (5.17 Kg/m)

20.2.2.1 Providing and fixing G.I. pipes complete with G.I. fittings and metre 241.41 clamps, including cutting and making good the walls etc. (internal work) Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall - 15 mm nominal bore (1.22 kg/m)

20.2.2.2 Providing and fixing G.I. pipes complete with G.I. fittings and metre 275.14 clamps, including cutting and making good the walls etc. (internal work) Concealed pipe including painting with anti Karaikal Page 151

20 . Water Supply Code No. Description Unit Rate Rs. corrosive bitumastic paint, cutting chases and making good the wall - 20 mm nominal bore

20.3.1 Providing and fixing G.I. pipe complete with G.I. fittings metre 156.52 including trenching and refilling etc., (extranal work) - 15 mm dia nominal bore

20.3.2 Providing and fixing G.I. pipe complete with G.I. fittings metre 186.44 including trenching and refilling etc., (extranal work) - 20 mm dia nominal bore

20.3.3 Providing and fixing G.I pipes complete with G.I fittings metre 220.10 including trenching and refilling and etc. (external work ) - 25 mm dia nominal bore

20.3.4 Providing and fixing G.I. pipes complete with G.I. fittings metre 256.00 including trenching and refilling etc.(external work) - 32mm nominal bore (3.14 kg/m)

20.3.5 Providing and fixing G.I. pipes complete with G.I. fittings metre 313.58 including trenching and refilling etc. (external work) - 40mm nominal bore





20.3.10 Providing and fixing G.I. pipes complete with G.I. fittings metre 1670.57 including trenching and refilling etc. (external work ) 150 mm nominal bore

20.4.1 Making connection of G.I. distribution branch with G.I. main each 270.92 of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete 25 - 40 mm nominal bore. Karaikal Page 152


20.4.2 Making connection of G.I. distribution branch with G.I. main each 519.91 of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete - 50 to 80 mm nominal bore.


20.6 Fixing water meter and stop cock in G.I pipe line including each 224.00 cutting and threading the pipe, making long screws etc. complete. (cost of water meter and stop cock to be paid separately).

20.6A Providing and fixing water meter and stop cock in 25mm G.I each 1387.13 pipe line including cutting and threading the pipe, making long screws, bolts, nuts, rubber insertions and testing the water meter etc. complete (Actaris/Slumberger/GSV/E&H).

20.7.1 Providing and fixing brass bib cock of approved quality - 15 each 168.04 mm nominal bore.



20.8.1 Providing and fixing brass stop cock of approved quality - 15 each 155.15 mm nominal bore.




20.9.1 Providing and fixing brass gate valve with C.I. wheel of each 218.49 approved quality (screwed end) - 15mm nominal bore.

20.9.2 Providing and fixing brass gate valve with C.I. wheel of each 232.56 Karaikal Page 153






20.9.7 Providing and fixing brass gate valve with C.I. wheel of each 1199.53 approved quality (screwed end) - 65 mm nominal bore.

20.9.8 Providing and fixing brass gate valve with C.I. wheel of each 1907.86 approved quality (screwed end) 80 mm nominal bore.

20.10.3.1 Providing and fixing ball valve (brass) of approved quality each 211.31 complete - high or low pressure with plastic floats - 15 mm nominal bore.


20.10.3.3 Providing and fixing ball valve (brass) of approved quality each 375.41 complete - high or low pressure with plastic floats - 25mm nominal bore.

20.11.1.1 Providing and fixing gun metal non-return valve of approved each 374.08 quality (screwed end) - 25 mm nominal bore - horizontal.

20.11.1.2 Providing and fixing gun metal non-return valve of approved each 256.77 quality (screwed end) - 25 mm nominal bore - vertical.




Karaikal Page 154

20 . Water Supply Code No. Description Unit Rate Rs. 20.11.3.2 Providing and fixing gun metal non-return valve of approved each 437.01 quality (screwed end) - 40 mm nominal bore - vertical.









20.12.1 Providing and fixing brass ferrule C.I. mouth cover including each 192.71 boring and tapping the main - 15 mm nominal bore.



20.13.1.1 Providing and fixing unplasticised PVC connection pipe with each 73.97 brass unions - 30cm length - 15mm nominal bore.

20.13.1.2 Providing and fixing unplasticised PVC connection pipe with each 87.48 brass unions - 30 cm length - 20 mm nominal bore.

20.13.2.1 Providing and fixing unplasticised PVC connection pipe with each 109.85 brass unions - 45 cm length - 15 mm nominal bore.

20.14.1 Providing and fixing C.P. brass shower rose with 15 or 20 mm each 597.63 inlet - 100 mm diameter.

Karaikal Page 155


20.14.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm each 717.06 inlet - 150 mm diameter.

20.19 Laying in position centrifugally cast (spun) / Ductile Iron S&S quintal 85.25 or flanged pipes.

20.20 Laying in position S&S or flanged C.I. / D.I. specials such as quintal 160.06 tees, bends, collars, tapers and caps etc.

20.21 Providing and laying S&S centrifugally cast iron pipes (class quintal 5345.51 LA).

20.24.1 Providing and laying S&S standard specials such as tees, bends, qtl 5420.31 collors, tapers, caps etc. (Heavy class) upto 300 mm dia.

20.24.2 Providing and laying S&S standard specials such as tees, bends, quintal 5697.16 collors, tapers, caps etc. (Heavy class) over 300 mm dia.

20.25.1 Providing and laying flanged C.I. standard specials such as tees, quintal 5835.59 bends, collars, tapers, caps etc. (Heavy class) - upto 300 mm dia.

20.25.2 Providing and laying flanged C.I. standard specials such as tees, quintal 6250.87 bends, collars, tapers, caps etc. (Heavy class) - over 300 mm dia.

20.26A.1 Providing and laying S&S C.I. non standard specials (Heavy quintal 5558.73 class) - upto 300 mm dia.

20.26A.2 Providing and laying S&S C.I. non standard specials (heavy quintal 5835.59 class) - over 300 mm dia.

20.26B.1 Providing and laying flanged C.I. non standard specials (heavy quintal 6043.22 class) - upto 300 mm dia.

20.26B.2 Providing and laying flanged C.I. non standard specials (Heavy quintal 6458.51 class) - over 300 mm dia.

20.45.1 Providing lead caulked joint to spun iron or C.I. pipes and Joints 121.74 specials including testing of the joints but excluding the cost of pig lead - 80 mm diameter pipe.


Karaikal Page 156

20 . Water Supply Code No. Description Unit Rate Rs. 20.45.3 Providing lead caulked joint to spun iron or C.I. pipes and Joints 188.06 specials including testing of the joints but excluding the cost of pig lead - 125 mm diameter pipe.





20.46 Supplying pig lead at site of work. qtl. 21116.07 20.47.1 Providing flanged joints to double flanged C.I. pipes and each 229.79 specials including testing of joints - 80mm diameter pipe.

20.47.2 Providing flanged joints to double flanged C.I. pipes and each 421.24 specials including testing of joints - 100mm diameter pipe.






20.48.1.1 Providing and fixing C.I. sluice valves (with cap) complete each 3150.79 with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately) - 80 mm dia. - class I.

Karaikal Page 157

20 . Water Supply Code No. Description Unit Rate Rs. 20.48.2.1 Providing and fixing C.I. sluice valve (with cap) complete with each 4315.42 bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately) - 100 mm dia. - class I.

20.48.3.1 Providing and fixing C.I. sluice valve (with cap) complete with each 5105.13 bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately) - 125 mm dia. - class I.

20.48.4.1 Providing and fixing C.I. sluice valve (with cap) complete with each 6524.96 bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately) - 150mm diameter - class I.


20.48.6.1 Providing and fixing C.I. sluice valve (with cap) complete with each 12412.66 bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately) - 250 mm dia. - class I.


20.50.2 Constructing masonry Chamber 30 x 30 x 50 cm, inside with each 805.61 35 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for stop cock, with C.I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design - with brick class designation 35.

20.50.2K Constructing masonry Chamber 60 x 60 x 75 cm, inside with each 840.37 Table moulded brick work in cement mortar 1:5 (1 cement :5 fine sand ) for stop cock, with C.I. Surface box 100 x 100 x 75 mm (inside ) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement :3 sand) 12mm thick finished with a floating coat of neat cement complete as per standard design - with Table moulded bricks

Karaikal Page 158


20.51.2 Constructing masonry Chamber 60 x 60 x 75 cm inside with each 4957.50 35 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for sluice valve, with C.I. surface box 100 mm top diameter 160 mm bottom diameter and 180 mm deep (inside) with chained lid and R.C.C. top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design - with brick class designation 35.

20.51.2K Constructing masonry Chamber 30 x 30 x 50 cm, inside with each 5155.69 Table moulded brick work in cement mortar 1:5 (1 cement :5 fine sand ) for sluice valve, with C.I. Surface box 100 mm top diameter 160 mm bottom diameter and 180mm deep (inside) with chained lid and R.C.C top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement :3 sand) 12mm thick finished with a floating coat of neat cement complete as per standard design - with Table moulded bricks

20.52.2 Constructing masonry Chamber 90 x 90 x100 cm inside with each 8539.76 35 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for sluice valve, with C.I. surface box 100 mm top diameter 160 mm bottom diameter and 180 mm deep (inside) with chained lid and R.C.C. top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design - with brick class designation 35.

20.52.2K Constructing masonry Chamber 90 x 90 x 100 cm, inside with each 8901.39 Table moulded brick work in cement mortar 1:5 (1 cement :5 fine sand ) for sluice valve, with C.I. Surface box 100 mm top diameter 160 mm bottom diameter and 180 mm deep (inside ) with chained lid and R.C.C top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement :3 sand) 12mm thick finished with a floating coat of neat cement

Karaikal Page 159

20 . Water Supply Code No. Description Unit Rate Rs. complete as per standard design - with Table moulded bricks

20.53.2 Constructing masonry Chamber 120x120x100cm inside with each 11894.51 35 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for sluice valve, with C.I. surface box 100mm top diameter 160mm bottom diameter and 180mm deep (inside) with chained lid and R.C.C top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (2 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design - with bricks class designation 35

20.53.2K Constructing masonry Chamber 120 x 120 x 100 cm, inside each 12353.48 with Table moulded brick work in cement mortar 1:5 (1 cement :5 fine sand ) for sluice valve, with C.I. Surface box 100 mm top diameter 160 mm bottom diameter and 180 mm deep (inside ) with chained lid and R.C.C top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement :3 sand) 12mm thick finished with a floating coat of neat cement complete as per standard design - with Table moulded bricks

20.54.2 Constructing masonry Chamber 60 x 60 x 75 cm inside with each 4855.66 35 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for fire hydrants, with C.I. surface box 350 x 550 mm top and 165 mm deep (inside) with chained lid and R.C.C. top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design - with brick class designation 35 20.54.2K Constructing masonry Chamber 60 x 60 x 75 cm, inside with each 5053.84 Table moulded brick work in cement mortar 1:5 (1 cement :5 fine sand ) for fire hydrants, with C.I. Surface box 350 x 550 mm top and 165 mm deep (inside) with chained lid and R.C.C top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded

Karaikal Page 160

20 . Water Supply Code No. Description Unit Rate Rs. stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design - with Table moulded bricks

20.55.2 Constructing masonry chamber 60 x 45 x 50 cm inside with each 4657.95 35 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for water meter complete, with C.I. double flap surface box 400 x 200 x 200 mm (inside) with locking arrangement and R.C.C. top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 course sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design - with brick class designation 35

20.55.2K Constructing masonry Chamber 60 x 45 x 50 cm, inside with each 4779.64 Table moulded brick work in cement mortar 1:5 (1 cement :5 fine sand ) for water meter complete, with C.I. Douple flap surface box 400 x 200 x 200 mm (inside) with locking arrangement and R.C.C top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design - with Table moulded bricks 20.76.1 Painting G.I. pipes and fittings with white paint over a ready metre 7.29 mixed priming coat, both of approved quality for new work - 15mm diameter pipe.

20.76.2 Painting G.I. pipes and fittings with white paint over a ready metre 8.59 mixed priming coat, both of approved quality for new work - 20mm diameter pipe.

20.76.3 Painting G.I. pipes and fitting with white paint over a ready metre 11.32 mixed priming coat, both of approved quality for new work - 25mm diameter pipe.

20.76.4 Painting G.I. pipes and fittings with white paint over a ready metre 13.38 mixed priming coat, both of approved quality for new work - 32mm diameter pipe.

Karaikal Page 161

20 . Water Supply Code No. Description Unit Rate Rs. 20.76.5 Painting G.I. pipes and fittings with white paint over a ready metre 15.87 mixed priming coat, both of approved quality for new work - 40mm diameter pipe.

20.77.1 Repainting G.I.pipes and fittings with white paint of approved metre 3.75 quality - 15 mm diameter pipe.

20.77.2 Repainting G.I.pipes and fittings with white paint of approved metre 4.37 quality - 20 mm diameter pipe





20.78.1 Painting G.I. pipes and fittings with two coats of anti- metre 4.41 corrosive bitumastic paint of approved quality - 15 mm



20.78.4 Painting G.I. pipes and fittings with two coats of anti- metre 7.89 corrosive bitumastic paint of approved quality - 32mm





20.79.1 Providing and filling sand of grading zone V or coarser grade metre 57.97 Karaikal Page 162


20.79.2 Providing and filling sand of grading zone V or coarser grade metre 58.76 alround the G.I. pipes in external work - 20 mm diameter


20.79.4 Providing and filling sand of grading zone V or coarser grade metre 61.89 alround the G.I. pipes in external work - 32mm diameter





20.83.1 Boring with 100 mm diameter casing pipe for hand pump/tube metre 224.54 well in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the hand pipe/tube well is lowered and tested - upto 6 metre depth.

20.83.2 Boring with 100 mm diameter casing pipe for hand pump/tube metre 266.62 well in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the hand pipe/tube well is lowered and tested - beyond 6 m and upto 12 m depth.

20.83.3 Boring with 100 mm diameter casing pipe for hand pump/tube metre 310.57 well in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the hand pipe/tube well is lowered and tested - beyond 12 m and upto 18 m

20.84 Providing and placing in position filter of 40 mm diameter metre 394.06 G.I. pipe with brass strainer of approved quality.

20.85 Providing and fixing to filter and lowering to proper level 40 metre 300.72 mm G.I. pipe for tubewell including cleaning and priming the tubewell.

20.86 Providing and placing in position hand pump of approved each 1495.78 quality for 40 mm diameter G.I. pipe complete with all accessories. Karaikal Page 163


20.87.1 Providing and fixing G.I union in G.I pipe including cutting each 126.16 and threading the pipe and making long screws etc. complete (new work). 15mm nominal bore .








20.89 Providing and placing on terrace (at all floor levels) litre 6.34 polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet, over flow pipes with all fittings but without the base support for tank (Sintex ISI ).

20.90 Providing and fixing C.P brass bib cock of approved quality each 212.50 conforming to IS:8931 - 15 mm nominal bore.

20.91 Providing and fixing C.P. brass long nose bib cock of approved each 297.61 quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore.

Karaikal Page 164

20 . Water Supply Code No. Description Unit Rate Rs. 20.92 Providing and fixing C.P. brass long body bib cock of each 345.38 approved quality conforming to IS standards and weighing not less than 690 gms - 15 mm nominal bore.

20.93 Providing and fixing C.P brass stop cock (consealed) of each 309.29 standard design and of approved make conforming to IS:8931 - 15 mm nominal bore.

20.94 Providing and fixing C.P. brass angle valve for basin mixer and each 253.15 gyser points of approved quality conforming to IS: 8931 - 15 mm nominal bore.

20.95 Providing and fixing C.P brass close hole basin mixer pillar tap each 1120.78 of approved quality and make, weighing not less than 1.970 kg - 15 mm nominal bore of standard back type.

20.101.1 Providing and fixing C.I. double acting air valve of approved each 3759.78 quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) - 50 mm dia.

20.101.1A Providing and fixing CPVC pipes (SDR - 13.5) complete with metre 109.43 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) exposed on walls - 12.70mm nominal bore.

20.101.1B Providing and fixing CPVC pipes (SDR - 11) complete with metre 120.84 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) exposed on walls - 12.70mm nominal bore.



20.102.1A Providing and fixing CPVC pipes (SDR - 13.5) complete with metre 129.70 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) exposed on walls - 19.05mm nominal bore.

20.102.1B Providing and fixing CPVC pipes (SDR - 11) complete with metre 129.70 CPVC fittings and clamps, including cutting and making good Karaikal Page 165

20 . Water Supply Code No. Description Unit Rate Rs. the walls etc. (internal work) exposed on walls - 19.05mm nominal bore.

20.102.1C Providing and fixing CPVC pipes (SDR - 13.5) complete with metre 129.70 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed - 19.05 mm nominal bore.

20.102.1D Providing and fixing CPVC pipes (SDR - 11) complete with metre 139.90 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed - 19.05 mm nominal bore.

20.103.1A Providing and fixing CPVC pipes (SDR - 13.5) complete with metre 155.66 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) exposed on walls - 25 mm nominal bore.

20.103.1B Providing and fixing CPVC pipes (SDR - 11) complete with metre 174.72 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) exposed on walls - 25 mm nominal bore.

20.103.1C Providing and fixing CPVC pipes (SDR - 13.5) complete with metre 155.66 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed - 25 mm nominal

20.103.1D Providing and fixing CPVC pipes (SDR - 11) complete with metre 174.72 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed - 25 mm nominal

20.104.1A Providing and fixing CPVC pipes (SDR - 13.5) complete with metre 211.14 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed - 32 mm nominal

20.104.1B Providing and fixing CPVC pipes (SDR - 11) complete with metre 243.43 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed - 32 mm nominal

20.105.1A Providing and fixing CPVC pipes (SDR - 13.5) complete with metre 267.89 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed - 38.5 mm nominal bore.

20.105.1B Providing and fixing CPVC pipes (SDR - 11) complete with metre 327.39 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed - 38.5 mm nominal Karaikal Page 166

20 . Water Supply Code No. Description Unit Rate Rs. bore.

20.106.1A Providing and fixing CPVC pipes (SDR - 13.5) complete with metre 391.92 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed - 50.80 mm nominal bore.

20.107.1A Providing and fixing CPVC pipes (SDR - 13.5) complete with metre 167.17 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed pipe including chases and making good the wall - 12.70 mm nominal bore

20.107.1B Providing and fixing CPVC pipes (SDR - 11) complete with metre 178.58 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed pipe including chases and making good the wall - 12.70 mm nominal bore

20.108.1A Providing and fixing CPVC pipes (SDR - 13.5) complete with metre 183.68 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed pipe including cutting chases and making good the wall - 19.05 mm dia.

20.108.1B Providing and fixing CPVC pipes (SDR - 11) complete with metre 193.88 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed pipe including cutting chases and making good the wall - 19.05 mm dia.

20.109.1A Providing and fixing CPVC (SDR - 13.5) pipe complete with metre 94.59 CPVC fittings including trenching and refilling etc., (extranal work) - 12.70 mm dia nominal bore

20.109.1B Providing and fixing CPVC (SDR - 11) pipe complete with metre 104.71 CPVC fittings including trenching and refilling etc., (extranal work) - 12.70 mm dia nominal bore




Karaikal Page 167






20.113.1B Providing and fixing CPVC (SDR - 11) pipe complete with metre 267.16 CPVC fittings including trenching and refilling etc., (extranal work) -38.10 mm dia nominal bore



20.115.1A Providing and fixing CPVC pipes (Sch - 40) complete with metre 879.76 CPVC fittings including trenching and refilling et. (external work) - 65 mm nominal bore

20.116.1A Providing and fixing CPVC pipes (Sch - 40) complete with metre 1126.92 CPVC fittings including trenching and refilling etc. (external work) - 76.20 mm nominal bore

20.117.1A Providing and fixing CPVC pipes (Sch - 40) complete with metre 1597.42 CPVC fittings including trenching and refilling et. (external work) - 101.60 mm nominal bore

Karaikal Page 168

21 . Drainage Code No. Description Unit Rate Rs.

21.1.1 Providing laying and jointing glazed stoneware pipes grade À' metre 168.09 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete - 100 mm diameter.

21.1.2 Providing laying and jointing glazed stoneware pipes grade À' metre 281.08 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete - 150mm diameter.




21.1A.1 Providing laying and jointing glazed stoneware pipes grade À' metre 172.38 with stiff mixture of cement mortar in the proportion of 1:3 (1 cement : 3 fine sand) including testing of joints etc. complete - 100 mm diameter.



21.2.1 Providing and laying cement concrete 1:5:10 (1 cement : 5 metre 477.26 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design - 100 mm diameter.

21.2.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 metre 583.68 coarse sand : 10 graded stone aggregate 40mm nominal size) Karaikal Page 169

21 . Drainage Code No. Description Unit Rate Rs. alround S.W. pipes including bed concrete as per standard design - 150mm diameter.




21.3.1 Providing and laying cement concrete 1:5:10 (1 cement : 5 metre 226.83 coarse sand : 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design - 100 mm diameter.



21.3.4 Providing and laying cement concrete 1:5:10 (1 cement : 5 metre 474.04 coarse sand : 10 graded stone aggregate 40mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design - 230 mm diameter.


21.4.1.2 Providing and fixing square-mouth S.W. gully trap grade À' each 1120.69 complete with C.I. grating brick masonry chamber with bricks of class designation 35 and water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not Karaikal Page 170

21 . Drainage Code No. Description Unit Rate Rs. less than 4.5 kg. and frame to be not less than 2.70 kg. as per standard design - 100 x 100 mm size P type.

21.4.2.2 Providing and fixing square-mouth S.W. gully trap grade À' each 1138.28 complete with C.I. grating brick masonry chamber with bricks of class designation 35 and water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.5 kg. and frame to be not less than 2.70 kg. as per standard design - 125 x 100 mm size P type.



21.5.1 Dismantling of old S.W. pipes including breaking of joints and metre 19.10 bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps - 100 mm diameter



21.5.4 Dismantling of old S.W. pipes including breaking of joints and metre 22.90 bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps - 230 mm dia.

21.5.5 Dismantling of old S.W. pipes including breaking of joints and metre 23.53 bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into Karaikal Page 171

21 . Drainage Code No. Description Unit Rate Rs. municipal dumps - 250 mm diameter

21.5.6 Dismantling of old S.W. pipes including breaking of joints and metre 24.80 bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materiasl into municipal dumps - 300 mm diameter




21.6.1 Providing and laying non-pressure NP2 class (light duty) metre 220.53 R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete - 100 mm dia.





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21.11.1.2 Constructing brick masonry manhole with 35 class designation each 6379.14 bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design - inside size 90 x 80 cm and 45 cm deep including C.I. cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg. and weight of frame 15 kg) - with bricks of class designation 35.

21.11.1.2K Constructing brick masonry manhole with Table moulded each 6497.37 bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design - inside size 90 x 80 cm and 45 cm deep including C.I. cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg. and weight of frame 15 kg) - with Table moulded bricks

21.11.2.2 Constructing brick masonry manhole with 35 class designation each 6940.19 bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) neatly finished complete Karaikal Page 173

21 . Drainage Code No. Description Unit Rate Rs. as per standard design - inside size 90 x 80cm and 60cm deep including C.I. cover with frame (light duty) 455 x 610mm internal dimensions total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg. and weight of frame 15 kg.) - with bricks of class designation 35.

21.11.2.2K Constructing brick masonry manhole with Table moulded each 7110.56 bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) neatly finished complete as per standard design - inside size 90 x 80cm and 60cm deep including C.I. cover with frame (light duty) 455 x 610mm internal dimensions total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg. and weight of frame 15 kg.) - with Table moulded bricks

21.11.3.2 Constructing brick masonry manhole with 35 class designation each 11149.54 bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of nean cement complete as per standard design - inside size 120 x 90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg. (weight of cover 58 kg. and weight of frame 58 kg) - with bricks of class designation 35.

21.11.3.2K Constructing brick masonry manhole with Table moulded each 11472.91 bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement

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21 . Drainage Code No. Description Unit Rate Rs. concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of nean cement complete as per standard design - inside size 120 x 90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg. (weight of cover 58 kg. and weight of frame 58 kg) - with Table moulded bricks

21.11.4.2 Constructing brick masonry manhole with 35 class designation each 12446.40 bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of nean cement complete as per standard design - inside size 120 x 90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg. (weight of cover 108 kg. and weight of frame 100 kg) - with bricks of class designation 35.

21.11.4.2K Constructing brick masonry manhole with Table moulded each 12724.57 bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of nean cement complete as per standard design - inside size 120 x 90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg. (weight of cover 108 kg. and weight of frame 100 kg) - with Table moulded bricks

21.12.1.2 Extra for depth for manholes - size of 90 x 80 cm - with metre 3708.14 bricks of class designation 35.

21.12.1.2K Extra for depth for manholes - size of 90x80cm with table metre 3708.14 moulded bricks.

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21.12.2.2 Extra for depth for manholes - size 120 x 90 cm - with bricks metre 4442.59 of class designation 35.

21.12.2.2K Extra for depth for manholes - size 120x90cm with table metre 4442.59 moulded bricks.

21.17.1 Providing M.S. foot rests including fixing in manholes with 20 each 224.26 x 20 x 10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design - with 20 x 20 mm square bar.

21.17.2 Providing M.S. foot rests including fixing in manholes with 20 each 170.42 x 20 x 10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design - with 20 mm diameter round bar.

21.18.1 Replacement of M.S. foot rest in manhole including each 256.93 dismantling concrete blocks and fixing with 20 x 20 x 10 cm cement concrte blocks 1:3:6 ( 1 Cement : 3 coarse Sand : 6 grade stone aggregate 20mm nominal size ) with 20 x 20 mm square bar.

21.18.2 Replacement of M.S foot rests in manhole including each 225.26 dismantling concrete blocks and fixing with 20 x 20 x 10 cm cement concrete blocks 1:3:6 ( 1 cement : 3 coarse sand : 6 grade stone aggregate 20 mm nominal size) with 20 mm diamter round bar.

21.19.1 supplying and fixing C.I. cover without frame for manholes - No 497.37 455 x 610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg.

21.19.2 supplying and fixing C.I. cover without frame for manholes - No 1147.08 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg.

21.19.3 Supplying and fixing C.I. cover without frame for manholes - .No 1667.60 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg

21.19A.1.1 Providing and fixing in position precast R.C.C manhole cover each 1020.49 and frame of reqired shape and approved quality - LD - 2.5 - rectangular shape 600 x 450 mm internal dimensions.

21.19A.1.2 Providing and fixing in position precast R.C.C manhole cover each 870.45 and frame of reqired shape and approved quality - LD - 25 - square shape 450 mm internal dimensions

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21.19A.1.3 Providing and fixing in position precast R.C.C manhole cover each 800.06 and frame of reqired shape and approved quality - LD - 25 - circular shape 450 mm internal diameter.

21.19A.2.1 Providing and fixing in position precast R.C.C manhole cover each 993.40 and frame of reqired shape and approved quality - MD - 10 - square 500 mm internal dimensions.

21.19A.2.2 Providing and fixing in position precast R.C.C manhole cover each 945.95 and frame of reqired shape and approved quality - MD - 10 - circular shape 500 mm internal diamter

21.19A.3.1 Providing and fixing in position precast R.C.C manhole cover each 1286.77 and frame of reqired shape and approved quality - HD - 20 - circular shape 560 mm internal diameter. dimensions.

21.19A.4.1 Providing and fixing in position precast R.C.C manhole cover each 2886.89 and frame of reqired shape and approved quality - EHD - 35 - circular shape 560 mm internal dia.

21.20 Supplying and fixing C.I. cover 300 x 300 mm without frame No 301.82 for gully trap (standard pattern) the weight of the cover to be not less than 4.5 kg.

21.21.1 Making connection of drain or sewer line with existing each 258.48 manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. - for pipes 100 to 230 mm diameter.


21.21.3 Making connection of drain or sewer line with existing each 459.20 manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse

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21 . Drainage Code No. Description Unit Rate Rs. sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. - for pipes 350 to 450 mm diameter.

21.22.1 Providing sand cast iron drop connection externally for 60 cm each 4249.98 drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased alround with cement concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate with 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:5 (1 cement : 5 fine cement) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall lead caulkled joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe making required channels complete as per standard design and specification. - 100 mm dia. sand cast iron drop connection. 21.22.1K Providing sand cast iron drop connection externally for 60 cm each 4252.41 drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased alround with cement concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate with 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work (using Table moulded bricks) in cement mortar 1:5 (1 cement : 5 fine cement) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall lead caulkled joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe making required channels complete as per standard design and specification. - 100 mm dia. sand cast iron drop connection.

21.22.2 Providing sand cast iron drop connection externally for 60 cm each 6271.16 drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased alround with cement concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate with 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:5 (1 cement : 5 fine sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall lead caulkled joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine

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21 . Drainage Code No. Description Unit Rate Rs. sand) joints between sand cast iron tee and S.W. pipe making required channels complete as per standard design and specification. - 150 mm dia. sand cast iron drop connection.

21.22.2K Providing sand cast iron drop connection externally for 60 cm each 6272.89 drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased alround with cement concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate with 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work (using table moulded bricks ) in cement mortar 1:5 (1 cement : 5 fine sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall lead caulkled joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe making required channels complete as per standard design and specification. - 150 mm dia. sand cast iron drop connection.

21.23.1 Extra for depths beyond 60 cm of sand cast iron drop metre 1356.75 connection complete. - for 100 mm dia sand cast iron drop connection.


21.24.1 Dismantling of manhole including R.C.C.top slab, C.I. cover each 560.39 with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead - Rectangular manhole 90 x 80 cm and 45 cm deep.

21.24.2 Dismantling of manhole including R.C.C.top slab, C.I.cover each 979.38 with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead - Rectangular manhole 120 x 90 cm and 90 cm deep.

21.24.3 Dismantling of manhole including R.C.C.top slab,C.I.cover each 1827.22 with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead - Rectangular arch type manhole 140 x 90 cm and 2.45 m deep.

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21 . Drainage Code No. Description Unit Rate Rs. 21.24.4 Dismantling of manhole including R.C.C.top slab, C.I.cover each 1420.42 with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead - Circular manhole 122 cm diameter and 1.68 m deep.

21.25.1 Extra for depth of manholes dismantled-rectangular manhole metre 441.35 90 x 80 cm and 45cm deep

21.25.2 Extra for depth of manholes dismantled - rectangular manhole metre 525.47 120 x 90 cm and 90 cm deep.

21.25.3 Extra for depth of manholes dismantled - rectangular arch meter 425.75 type manhole 140 x 90 cm and 2.45 m deep. (upto 4.25 m

21.26A Providing R.C.C.spun vent shaft with cowl 140 mm and 200 each 10730.34 mm internal and external dia. respectively at top 300 and 450 mm internal and external dia. respectively at bottom and 9.10 m overall length, bottom 1.25 m below ground level fixed in a pit 90 x 90 x 150 cm with cement concrete 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 20 mm nominal size) 25 cm in bed and minimum 20 cm alround with top 15 cm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), junction of vent shaft and concrete grouted with cement mortar 1:1 (1 cement : 1 fine sand) including making connection with sewer manhole with 150 mm dia. cement concrete pipe of required length complete as per standard design.

21.27.2 Constructing brick masonry road gully chamber 50x45x60cm each 3089.25 with bricks of class designation 35 in cement mortar 1:5 (1 cement : 5 fine sand) including 500x450mm precast R.C.C. horizontal grating with frame complete as per standard design:- With Class 35 designation bricks.

21.27.2K Constructing brick masonry road gully chamber 50x45x60cm each 3190.09 with bricks of Table moulded bricks in cement mortar 1:5 (1 cement : 5 fine sand) including 500x450mm precast R.C.C. horizontal grating with frame complete as per standard design:- With Table moulded bricks.

21.28.2 Constructing brick masonry road gully chamber each 3303.43 45x45x77.5cm with bricks of class designation 35 in cement mortar 1:5 (1 cement : 5 fine sand) with precast R.C.C. vertical grating complete as per standard design - with class designation 35 bricks.

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21 . Drainage Code No. Description Unit Rate Rs. 21.28.2K Constructing brick masonry road gully chamber each 3428.51 45x45x77.5cm with Table moulded bricks in cement mortar 1:5 (1 cement : 5 fine sand) with precast R.C.C. vertical grating complete as per standard design - with Table moulded

21.29.2 Constructing brick masonry road gully chamber each 5916.91 110x50x77.5cm with bricks of class designation 35 in cement mortar 1:5 (1 cment : 5 fine sand) including 500x450mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design:-with class designation 35 bricks.

21.29.2K Constructing brick masonry road gully chamber each 3975.14 110x50x77.5cm with Table moulded bricks in cement mortar 1:5 (1 cment : 5 fine sand) including 500x450mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design:-with Table moulded bricks.

21.33.1.2 Constructing brick masonry chamber for underground each 3282.30 C.I.inspection chamber and bends with 35 class designation bricks in cement mortar 1:5 (1 cement : 5 fine sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design - inside dimensions 455 x 610 mm and 45 cm deep for single pipe line. - With 35 class designation bricks. 21.33.1.2K Constructing brick masonry chamber for underground each 3355.31 C.I.inspection chamber and bends with Table moulded bricks in cement mortar 1:5 (1 cement : 5 fine sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design - inside dimensions 455 x 610 mm and 45 cm deep for single pipe line. - With Table moulded bricks.

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21.33.2.2 Constructing brick masonry chamber for underground each 3906.39 C.I.inspection chamber and bends with 35 class designation bricks in cement mortar 1:5 (1 cement : 5 fine sand) C.I. cover with frame (light duty) 455x 610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design - inside dimensions 500 x 700 mm and 45 cm deep for pipe line with one or two inlets. 21.33.2.2K Constructing brick masonry chamber for underground each 3982.88 C.I.inspection chamber and bends with Table moulded bricks in cement mortar 1:5 (1 cement : 5 fine sand) C.I. cover with frame (light duty) 455x 610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design - inside dimensions 500 x 700 mm and 45 cm deep for pipe line with one or two inlets.

21.33.3.2 Constructing brick masonry chamber for underground each 4576.06 C.I.inspection chamber and bends with 35 class designation bricks in cement mortar 1:5 (1 cement : 5 sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design - inside dimensions 600 x 850 mm and 45 cm deep for pipe line with three or more inlets.

21.33.3.2K Constructing brick masonry chamber for underground each 4666.45 C.I.inspection chamber and bends with Table moulded bricks in cement mortar 1:5 (1 cement : 5 sand) C.I. cover with frame Karaikal Page 182

21 . Drainage Code No. Description Unit Rate Rs. (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design - inside dimensions 600 x 850 mm and 45 cm deep for pipe line with three or more inlets.

21.34.1.2 Extra for depth beyond 45 cm or brick masonry chamber - for metre 2500.56 455x610 mm size with bricks of class designation 35.

21.34.1.2K Extra for depth beyond 45cm or brick masonry chamber - for metre 2743.95 455x610 mm size with table moulded bricks


21.34.2.2K Extra for depth beyond 45cm or brick masonry chamber - for metre 2992.66 500x700 mm size with table moulded bricks

21.34.3.2 Extra for depth beyond 45 cm or brick masonry chamber - for metre 3177.89 600 x 850 mm size with bricks of class designation 35.

21.34.3.2K Extra for depth beyond 45 cm or brick masonry chamber - for metre 3483.88 600 x 850 mm size with table moulded bricks

21.35.1.2 Constructing brick masonry open surface drain with bricks of metre 435.78 class designation 35 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10 cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size and 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design - 10 cm drain 20 cm average depth with class designation 35 bricks.

21.35.1.2K Constructing brick masonry open surface drain with bricks of metre 451.78 Table moulded bricks in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10 cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size and 25 mm thick cement concrete 1:2:4 (1 Karaikal Page 183

21 . Drainage Code No. Description Unit Rate Rs. cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design - 10 cm drain 20 cm average depth with Table moulded bricks.

21.35.2.2 Constructing brick masonry open surface drain with class metre 462.59 designation 35 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10 cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size and 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design - 15 cm drain 20 cm average depth - with brick class designation 35. 21.35.2.2K Constructing brick masonry open surface drain with table metre 478.58 moulded bricks in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10 cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size and 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design - 15 cm drain 20 cm average depth - with Table moulded brick . 21.35.3.2 Constructing brick masonry open surface drain with class metre 627.96 designation 35 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10 cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size and 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design - 25 cm drain 30 cm average depth - with brick class designation 35. 21.35.3.2K Constructing brick masonry open surface drain with table metre 651.96 moulded bricks in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10 cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm

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21 . Drainage Code No. Description Unit Rate Rs. nominal size and 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design - 25 cm drain 30 cm average depth - with table moulded bricks.

21.39.2 Making soak pit 2.5m diameter 3.0 metre deep with 45x45cm each 14188.32 dry brick honey comb shaft with bricks of class designation 35 and S.W drain pipe 100mm diameter, 1.8m long complete as per standard design - with brick of class designation 35.

21.39.2K Making soak pit 2.5m diameter 3.0 metre deep with 45x45cm each 14298.25 dry brick honey comb shaft with table moulded bricks and S.W drain pipe 100mm diameter, 1.8m long complete as per standard design - with table moulded brick

21.40 Constructing soak pit 1.20 x 1.20 x 1.20 m filled with brick each 1425.84 bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.

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22 . Miscellaneous Code No. Description Unit Rate Rs.

22.9.2 Cutting holes upto 30 x 30 cm in walls including making good each 134.87 the same with bricks of class designation 35.

22.10 Cutting holes upto 15x15 cm in R.C.C. floors and roofs for each 135.99 passing drain pipe etc. and repairing the holes after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) including finishing complete so as to make it leak proof.

22.15 Making chases upto 7.5x7.5 cm in walls including making metre 58.19 good after housing G.I. pipe etc.

22.20.1 Disinfecting C.I. water mains by flushing with water 100 mts 468.06 containing bleaching powder at 0.5gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the Public health laboratory: 80 mm diametre C.I. pipe.

22.20.2 Disinfecting C.I. water mains by fluhing with water containing 100 mts 621.96 bleaching powder at 0.5gm per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the samples of water from the disinfected main tested in the Public health laboratory: 100mm diametre C.I. pipe.

22.20.3 Disinfecting C.I. water mains by fluhing with water containing 100 mts 787.75 bleaching powder at 0.5gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the Public health laboratory: 125 mm diametre C.I. pipe.



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22 . Miscellaneous Code No. Description Unit Rate Rs. 22.20.6 Disinfecting C.I. water mains by fluhing with water containing 100 mts 1696.47 bleaching powder at 0.5gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the Public health laboratory: 250 mm diametre C.I. pipe.






22.20.12 Disinfecting C.I. water mains by fluhing with water containing 100 mts 3930.21 bleaching powder at 0.5gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the Public health laboratory: 600 mm diametre C.I. pipe. Karaikal Page 187

22 . Miscellaneous Code No. Description Unit Rate Rs.

22.21.1 Extra for every operation of disinfecting the C.I. main by 100 mts 171.57 flushing with water containing bleching powder at 0.5gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the Public health laboratory - 80 mm diameter C.I. pipe.

22.21.2 Extra for every operation of disinfecting the C.I. main by 100 mts 211.47 flushing with water containing bleching powder at 0.5gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the Public health laboratory - 100 mm diameter C.I. pipe.

22.21.3 Extra for every operation of disinfecting the C.I. main by 100 mts 262.51 flushing with water containing bleching powder at 0.5gms per litre of water and cleaning the same with fresh water including getting the samples of water tested in the Public health laboratory - 125 mm diameter C.I. pipe.





22.21.8 Extra for every operation of disinfecting the C.I. main by 100 mts 795.03 flushing with water containing bleching powder at 0.5gms per litre of water and cleaning the same with fresh water including getting the samples of water tested in the Public health Karaikal Page 188

22 . Miscellaneous Code No. Description Unit Rate Rs. laboratory - 350 mm diameter C.I. pipe.





22.22.1 Dismantling old C.I. pipes including excavation and refilling metre 135.39 trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site, lead upto 50 metres : 80 mm diameter C.I. pipe.



22.22.4 Dismantling old C.I. pipes including excavation and refilling metre 144.89 trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including Karaikal Page 189

22 . Miscellaneous Code No. Description Unit Rate Rs. stacking of pipes at site, lead upto 50 metres : 150 mm diameter C.I. pipe.








22.22.12 Dismantling old C.I. pipes including excavation and refilling metre 233.45 trenches after taking out the pipes, breaking lead caulked Karaikal Page 190

22 . Miscellaneous Code No. Description Unit Rate Rs. joints, melting of lead and making into blocks including stacking of pipes at site, lead upto 50 metres : 600 mm diameter C.I. pipe.

22.23.1 Labour for cutting C.I. pipe with steel saw:- 80mm diameter each 38.18 C.I. pipe.












22.24 Supplying and stacking of hard stone (for stone pitching) 22.5 cum 879.84 cm thick at site.

22.25A Dry stone pitching 22.5 cm thick laid in courses and required sqm 160.93 profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the

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22 . Miscellaneous Code No. Description Unit Rate Rs. bedding surface etc. all complete. ( Excluding cost of stone)

22.26.1 75 mm thick back filling for pitching including supplying of sqm 34.95 required materials and consolidation etc. complete with moorum.

22.26.2 75 mm thick back filling for pitching including supplying of sqm 119.49 required materials and consolidation etc. complete with stone aggregate 20 mm nominal size.


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23 . Pile Work Code No. Description Unit Rate Rs.

23.2.1A Boring,providing and installing bored cast - in - situ reinforced Rmt 678.12 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 300 mm dia.

23.2.1B Boring, providing and installing bored cast-in-situ reinforced metre 571.35 cement concrete piles of specified diameter and length below the pile cap in cement concrete piles with RCC M20 grade to carry a safe working load not less than the specified , excluding the cost of steel reinforcement but including the cost of boring with casing and/ of bentonite solution and the length of the pile to be embedded in the pile cap (length of pile of payment shall be measured upto bottom of pile cap)-300 mm dia piles.

23.2.2A Boring,providing and installing bored cast - in - situ reinforced Rmt 1391.14 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 400mm dia

23.2.3A Boring,providing and installing bored cast - in - situ reinforced Rmt 1756.90 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in

Karaikal Page 193

23 . Pile Work Code No. Description Unit Rate Rs. pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 450mm dia

23.2.4A Boring,providing and installing bored cast - in - situ reinforced Rmt 3126.48 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 600 mm dia.

23.2.5 Boring,providing and installing bored cast - in - situ reinforced Rmt 2166.90 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 500 mm dia.

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23 . Pile Work Code No. Description Unit Rate Rs. 23.3.1 Boring, providing and installing cast-in-situ single under metre 687.58 reamed piles of specified diametre and length below the pile cap in cement concrete piles with -M35 Grade with a minimum cement content of 428 kg / cum to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in the pile cap. (length of pile for payment shall be measured upto bottom of pile cap)- 300 mm dia piles.

23.3.2 Boring, providing and installing cast-in-situ single under metre 1302.66 reamed piles of specified diametre and length below the pile cap in cement concrete piles with - M35 Grade with a minimum cement content of 428 kg / cum to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in the pile cap. (length of pile for payment shall be measured upto bottom of pile cap) - 400 mm dia piles.

23.3.3 Boring, providing and installing cast-in-situ single under metre 1679.36 reamed piles of specified diametre and length below the pile cap in cement concrete piles with - M35 Grade with a minimum cement content of 428 kg / cum to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in the pile cap. (Length of pile for payment shall be measured upto bottom of pile cap) - 450 mm dia piles.

23.3.4 Boring, providing and installing cast-in-situ single under metre 2109.87 reamed piles of specified diametre and length below the pile cap in cement concrete piles - M35 Grade with a minimum cement content of 428 kg / cum to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in the pile cap. (Length of pile for payment shall be measured upto bottom of pile cap) - 500 mm dia piles.

23.4 Extra for boring, providing and installing cast in situ double bulb 834.27 under reamed piles, instead of single under ream of specified diameter and length (only the quantity of extra bulbs are to be paid).

23.7.1.1.3 Vertical load testing of piles in accordance with IS: 2911 (Part MT 762.53 IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantaling of Karaikal Page 195

23 . Pile Work Code No. Description Unit Rate Rs. test cap after test etc. complete as per specification and the direction of Engineer in charge. - routine test -in all capacity pile

23.8.1 Conducting standard penetration test as per IS 2131 - 1981 test 1759.67 using split spoon sampler and drive weight assembly at required depth in all type of soil including hire charges for machinery and labour etc., all complete.- upto 10metre

23.8.2 Conducting standard penetration test as per IS 2131 - 1981 test 2451.82 using split spoon sampler and drive weight assembly at required depth in all type of soil including hire charges for machinery and labour etc., all complete.- 10 to 20 metre.

23.8.3 Conducting standard penetration test as per IS 2131 - 1981 test 2962.12 using split spoon sampler and drive weight assembly at required depth in all type of soil including hire charges for machinery and labour etc., all complete.- 20 to 30 metre.

23.9.1A Boring,providing and installing bored cast - in - situ reinforced Rmt 717.47 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 300 mm dia.(Using cement SRPC)

23.9.1B Boring, providing and installing bored cast-in-situ reinforced Rmt 606.19 cement concrete piles of specified diameter and length below the pile cap in cement concrete piles with RCC M20 grade to carry a safe working load not less than the specified , excluding the cost of steel reinforcement but including the cost of boring with casing and/ of bentonite solution and the length of the pile to be embedded in the pile cap (length of pile of payment shall be measured upto bottom of pile cap)-300 mm dia piles.(Using cement SRPC)

Karaikal Page 196

23 . Pile Work Code No. Description Unit Rate Rs.

23.9.2A Boring,providing and installing bored cast - in - situ reinforced Rmt 1460.63 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 400mm dia (Using Cement SRPC)

23.9.3A Boring,providing and installing bored cast - in - situ reinforced Rmt 1844.81 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 450mm dia (Using cement SRPC)

23.9.4A Boring,providing and installing bored cast - in - situ reinforced Rmt 3282.78 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for

Karaikal Page 197

23 . Pile Work Code No. Description Unit Rate Rs. boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 600 mm dia.(Using Cement SRPC)

23.9.5 Boring,providing and installing bored cast - in - situ reinforced Rmt 2275.29 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 500 mm dia.(Using cement SRPC)

23.10.1 Boring, providing and installing cast-in-situ single under metre 730.55 reamed piles of specified diametre and length below the pile cap in cement concrete piles with -M35 Grade with a minimum cement content of 428 kg / cum to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in the pile cap. (length of pile for payment shall be measured upto bottom of pile cap)- 300 mm dia piles.(Using Cement

23.10.2 Boring, providing and installing cast-in-situ single under metre 1384.29 reamed piles of specified diametre and length below the pile cap in cement concrete piles with - M35 Grade with a minimum cement content of 428 kg / cum to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in the pile cap. (length of pile for payment shall be measured upto bottom of pile cap) - 400 mm dia piles.(Using cement

23.10.3 Boring, providing and installing cast - in - situ single under metre 1784.63 reamed piles of specified diametre and length below the pile cap in cement concrete piles with - M35 grade with a minimum cement concrete of 428 kg / cum to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in

Karaikal Page 198

23 . Pile Work Code No. Description Unit Rate Rs. the pile cap. (Length of pile for payment shall be meaured upto bottom of pile cap) - 450 mm dia piles. (Using cement SRPC)

23.10.4 Boring, providing and installing cast-in-situ single under metre 2242.43 reamed piles of specified diametre and length below the pile cap in cement concrete piles - M35 Grade with a minimum cement content of 428 kg / cum to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in the pile cap. (Length of pile for payment shall be measured upto bottom of pile cap) - 500 mm dia piles.(Using Cement SRPC)

23.11 Extra for boring, providing and installing cast in situ double bulb 852.52 under reamed piles, instead of single under ream of specified diameter and length (only the quantity of extra bulbs are to be paid).(Using cement SRPC)

Karaikal Page 199

24 . Aluminium Work Code No. Description Unit Rate Rs.

24.1.1 Providing and fixing anodised aluminium work for doors, kg 372.49 windows, ventilators and partitions with extruded built up standard tubular and other sections of approved make conforming to IS: 733 and IS: 1285, anodised transparent or dyed to required shade according to IS: 1868. (Minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips, or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required pvc/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling, c.p. brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer - in - charge. (Glazing and panelling to be paid for separately) - for fixed portion.

24.1.2 Providing and fixing anodised Aluminium work for doors, kg 390.27 windows, ventilators and partitions with extruded built up standard tubular and other sections of approved make conforming to IS: 733 and IS: 1285, anodised transparent or dyed to required shade according to IS: 1868. (Minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips, or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required pvc/neoprene felt etc. aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing/panelling, c.p. brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer - in - charge. (Glazing and panelling to be paid for separately) - for shutters of doors, windows & ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings wherever required including the cost of pvc/neoprene gasket required (fittings shall be paid for separately).

24.2.1 Providing and fixing 12 mm thick prelaminated three layer sqm 635.10 medium density (exterior grade) particle board Grade I, Type II conforming to IS : 12823 bonded with phenol formaldehyde synthetic resin, of approved brand and manufacture in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass/stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge - Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side.

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24 . Aluminium Work Code No. Description Unit Rate Rs. 24.2.2 Providing and fixing 12 mm thick prelaminated three layer sqm 733.61 medium density (exterior grade) particle board Grade I, Type II conforming to IS : 12823 bonded with phenol formaldehyde synthetic resin, of approved brand and manufacture in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge - Pre-laminated particle board with decorative laminition on both sides.

24.2.3 Providing 12 mm thick prelaminated three layer medium sqm 568.02 density (exterior grade) particle board Grade I, type II concorming to IS: 12823 bonded with phenol formaldehyde synthetic resin, of approved brand and manufacture in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brasss/ stainless steel screws etc. complete with non decorative lamination on both sides.

24.3.1 Providing and fixing glazing in aluminium door, window, sqm 705.16 ventilator shutters and partitions etc. with PVC/neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in - charge.(cost of aluminium snap beading shall be paid in basic item) - with glass panes of 4.0mm thickness (weight not less than 10.0 kg/ sqm).

24.3.2 Providing and fixing glazing in aluminium door, window, sqm 848.59 ventilator shutters and partitions etc. with PVC/neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in charge.(cost of aluminium snap beading shall be paid in basic item.) with glass panes of 5.50mm thickness (weight not less than 13.75 kg/ sqm).

24.4 Providing and fixing double action hydraulic floor spring of each 1332.81 approved brand and manufacture (conforming to IS : 6315) for aluminium doors including cost of cutting floors as required, embedding in floors and cover plates etc. complete as per the direction of Engineer - in - charge.

24.5 Providing and fixing anodised aluminium work (with minimum kg 479.56 15 micron uniform anodic coating) consisting of tee / angle sections, of approved make conforming to IS: 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass / stainless steel sunk screws, aluminium perimeter angles fixed to wall with rawl plugs @ 450 mm centre to centre and fixing the frame work to level adjusting hangers (6 mm dia. M.S. rods) with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer - in - charge (level adjusting

Karaikal Page 201

24 . Aluminium Work Code No. Description Unit Rate Rs. hangers, ceiling cleats and expansion hold fastners to be paid for separately).

24.6 Providing and fixing level adjusting hangers of 6 mm dia. M.S. each 151.37 rods (upto 1200 mm length) fixed to roof slabs by means of M.S. angle ceiling cleats 40 x 40 x 5 mm size 40 mm long and expansion hold fastners 12.5 mm dia. 40 mm long including applying priming coat of zinc chromate yellow primer for steel members complete.

24.7.1 Providing and fixing machine moulded anodised aluminium kg 378.38 covering of approved pattern and design, made out of 170mm wide machine cut aluminium sheet and machine holed for receiving screws, over expansion joints on vertical surfaces/ceilings with full threaded, cadmium plated steel screws 4 mm dia. stem, 30 mm long and aluminium washers 2 mm thick, 15 mm dia. at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete (anodising on the aluminium sheet and washers to be 15 micron thick) - made out of 170 mm wide anodised aluminium sheet 2.5 mm thick.

24.7.2 Providing and fixing machine moulded anodised aluminium kg 369.70 covering of approved pattern and design, made out of 170mm wide machine cut aluminium sheet and machine holed for receiving screws, over expansion joints on vertical surfaces / ceilings with full threaded, cadmium plated steel screws 4 mm dia. stem, 30 mm long and aluminium washers 2 mm thick, 15 mm dia. at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete (Anodising on the aluminium sheet and washers to be 15 micron thick) - made out of 210 mm wide anodised aluminium sheet 2.5 mm thick.

24.8 Providing and fixing Anodised Aluminium, miniumum anodic kg 622.21 coating of Grade AC 15 grill of required pattern / design over the doors, windows and ventilators., etc, including fixing ( but excluding the cost of the sections, which will be paid separately) as directed by the Engineer-in-charge.

24.9 Providing and fixing Anodised Aluminium sections of AC kg 392.27 grade 15 for fixing the grills for the doors / windows / ventilators etc., with necessary CP brass screws as directed by the Engineer-in-charge

Karaikal Page 202

24 . Aluminium Work Code No. Description Unit Rate Rs. 24.10 Providing and fixing flat thermocole ceiling tiles of approved sqm 379.06 quality with necessary nails etc., complete (Frame work to be paid separately) - 19 mm thick

Karaikal Page 203

25 . Water Proofing Code No. Description Unit Rate Rs.

25.3 Providing and laying water proofing treatment to vertical and sqm 416.94 horizontal surfaces of depressed portions of W.C. kitchen and the like consisting of : (i) First course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions. (ii) Second course of 20 mm cement plaster 1:3 ( 1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportions. (iii) Third course of applying blown or residual bitumen applied hot at 1.7 kg.per sqm of area. (iv) Fourth course of 400 micron thick PVC sheet (overlaps at joints of PVC sheet should be 100mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).

25.4.1 Providing and placing in position suitable PVC water stops for metre 357.05 construction /expansion joints between two R.C.C. members and fixed to the reinforcement with binding wire before pouring concrete etc. complete. - serrated with central bulb (225 mm wide, 8-11 mm thick).

25.4.2 Providing and placing in position suitable PVC water stops for metre 331.73 construction/expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete - dumb bell with central bulb (180mm wide, 8mm thick).

25.4.3 Providing and placing in position suitable PVC water stops for metre 594.28 construction/expansion joints between two R.C.C. members and fixed to the reinforcement with binding wire before pouring concrete etc. complete. - kickers (320 mm wide, 5 mm thick).

25.4.4 Supplying and fixing pvc water stops (fixostop/ fixopan of metre 400.87 type 150B having width of 150mm and wall thickness of 8mm to 10mm with ribs on either sides of top and bottom and with a bulb in the centre conforming to is 12200-1987 including conveyonce jointing materials etc. complete all as directed by the engineer in charge.

Karaikal Page 204

30 . Irrigation Code No. Description Unit Rate Rs.

30.1 Earth work in rough excavation and dressing up in cum 86.81 embankment for roads, flood banks, marginal banks and guide banks or filling up ground depression lead upto 50m and lift upto 1.5m in all kinds of soil(Payment shall be made based on levels). - by manual means

30.2 Earth work in rough excavation, banking excavated earth in cum 141.67 layers not exceeding 20cm in depth, breaking clods watering rolling each layer with ½ tonne roller or wooden or steel rammers and dressing up in embankments for roads flood banks, marginal banks and guide banks or filling up ground depression, lead upto 50m and lift upto 1.5m in all kinds of soil. The payment shall be based on levels.

30.3 Collection of earth and banking the earth in layers not cum 267.19 exceeding 20cm in depth breaking clods, watering, rolling each layers with ½ tonne roller or wooden or steel rammers and dressing up in embankments for roads flood banks, marginal banks and guide banks etc and lift upto 1.5m in all kinds of soil. The quantity of the fill shall be calculated based on levels and then reduced by 10% for the purpose of payment.

30.4 Banking available earth in layers not exceeding 20cm in depth cum 56.03 breaking clods, watering, rolling each layers with ½ tonne roller or wooden or steel rammers and dressing up in embankments for roads flood banks, marginal banks and guide banks etc and lift upto 1.5m in all kinds of soil. The quantity of the fill shall be calculated based on levels and then reduced by 10% for the purpose of payment.

30.5 Earth work in rough excavation and dressing up in cum 34.22 embankment by using machinery for roads, flood banks, marginal banks and guide banks or filling up ground depression within a initial lead of 50m and lift upto 6.0m in all kinds of soil(Payment shall be made based on levels).

30.6 Conveyence of excavated earth within a lead of 1KM radius, cum 79.15 beyond the initial lead of 50m and filling up in embankments for roads, flood banks, marginal banks and guide banks etc., in all kinds of soils. The quantity of conveyed earth shall be calculated based on levels and the total quantity shall be reduced by 20% for the purpose of payment.

30.7 Supply of Quary rubbish including stacking to department cum 278.27 gauge for premeasurement and spreading required thickness as directed by the Engineer-in-charge

Karaikal Page 205

30 . Irrigation Code No. Description Unit Rate Rs. 30.8 Providing and fixing 110mm dia PVC pipe(4kg/cm2) in weep metre 180.65 holes including cement concrete 1:5:10( one cement 5 sand and 10 graded stone aggregate)and filling of pebbles etc., as directed by the Engineer-in-charge.

30.9 Supplying and placing in position HDPE cement bags filled bag 30.21 with sand for breach closing / diversion arrangement. The cost includes the cost of empty HDPE bags, labour charges for filling the bags and placing in position, removing the bags from site after completing the work etc., complete.

30.10 Removing and repacking of rough stone for revetment etc., cum 486.60 complete

30.11 Supplying with gravel for apron and rivetment. cum 949.12 30.12 Providing and laying brick block of size 0.34x0.34x0.30mts. cum 3329.23 In C.M. 1:4 (1 cement : 4 fine sand) using well burnt country bricks of class designation 35 for launching apron including the bed, laying to the required levels, slop etc. complete as directed by the Engineer-in-charge.

30.13 Providing and laying brick block of size 0.34x0.34x0.23mts. cum 3329.23 In C.M. 1:4 (1 cement : 4 fine sand) using well burnt country bricks of class designation 35 for apron and revetment including levelling the bed, laying to the required levels, slop etc. complete as directed by the Engineer-in-charge.

30.13C Providing and laying precast cement concrete blocks for Cum 4512.05 launching apron of size 0.5 x 0.5 x 0.45m in cement concrete 1:3:6 ( 1cement, 3sand and 6 Graded stone aggregate) using 6mm thick steel mould including consolidation, curing and placing in position etc. complete.

30.13D Providing and laying precast cement concrete blocks for Cum 4386.43 launching apron of size 0.9x 0.9 x 0.45m in cement concrete 1:3:6 ( 1cement, 3sand and 6 Graded stone aggregate) using 6mm thick steel mould including consolidation, curing and placing in position etc. complete.

30.14 Dry stone pitching on slopes to required thickness and profile cum 1595.10 with hammer dressed granite stones having no side less than 15cum for revetment works, preparing surface etc., complete as directed by the Engineer-in-charge.

30.14L Cost of labour for stone pitching cum 715.25

Karaikal Page 206

30 . Irrigation Code No. Description Unit Rate Rs. 30.15 Earth work in rough excavation over area not exceeding 30 sqm 10.28 cm thick and dressing up in embankment by using machinery for roads, flood banks, marginal banks and guide banks on filling up ground depression within a initial lead of 50m and lift upto 6 m in all kinds of soil.

30.16 Demarcation of field boundaries to the tank site and planting hectare 1149.65 survey stone wherever necessary. The rate to include all cost for surveyor, Chainman, earthwork excavation, conveyance of stones to the workspot and labour for erection etc., complete. (The rate excludes the cost of survey stone)

30.17 Demarcation of field boundaries to the supply channels and Rmt 11.73 planting survey stone wherever necessary. The rate to include all cost for surveyor, Chainman, earthwork excavation, conveyance of stones to the workspot and labour for erection etc., complete. (The rate excludes the cost of survey stone)

30.18 Grouting the revetment not less than 15cm deep with cement sqm 223.18 concrete 1:5:10 (one cement , five sand , and ten graded stone aggregate of 12.50mm size) and pointing the same with cement mortar 1:5 (one cement and five sand ) to give an even and smooth surface)

30.19 Collection and supply of stone boulders at Various weights MT 296.14 including the charges for conveyance, pre- weighing the loaded vehicle and post- weighing the empty vehicle and placing the boulders to the required slope and section by using suitable machinery including handling and packing charges, crane charges etc., complete. The payment will be made based on weight basis. The quantity will be counter checked by way of volumes computed based on pre-levels and post-levels of the section and the volume thus computed will be arrived in weight after reducing for the corresponding voids depending on the size of the stone boulders. This rate shall include the costs of formation of approach track for transportations of materials, men and machinery for the placing and dumping the boulders in position for groins / sea protection wall / rock revetment as per sectional drawing etc., complete, as directed by the Engineer - in - charge. The specific gravity of stone shall be from 2.90 to 3.02. Bedding layer after deducting 30% voids.Using 10mm to 50kg.

30.20 Collection and supply of stone boulders at Various weights MT 1054.74 including the charges for conveyance, pre- weighing the loaded vehicle and post- weighing the empty vehicle and placing the boulders to the required slope and section by using suitable machinery including handling and packing charges, crane Karaikal Page 207

30 . Irrigation Code No. Description Unit Rate Rs. charges etc., complete. The payment will be made based on weight basis. The quantity will be counter checked by way of volumes computed based on pre-levels and post-levels of the section and the volume thus computed will be arrived in weight after reducing for the corresponding voids depending on the size of the stone boulders. This rate shall include the costs of formation of approach track for transportations of materials, men and machinery for the placing and dumping the boulders in position for groins / sea protection wall / rock revetment as per sectional drawing etc., complete, as directed by the Engineer - in - charge. The specific gravity of stone shall be from 2.90 to 3.02. Core after deducting 30% voids. Using 5kg to 100kg.

30.20A Collection and supply of stone boulders at Various weights MT 1054.74 including the charges for conveyance, pre- weighing the loaded vehicle and post- weighing the empty vehicle and placing the boulders to the required slope and section by using suitable machinery including handling and packing charges, crane charges etc., complete. The payment will be made based on weight basis. The quantity will be counter checked by way of volumes computed based on pre-levels and post-levels of the section and the volume thus computed will be arrived in weight after reducing for the corresponding voids depending on the size of the stone boulders. This rate shall include the costs of formation of approach track for transportations of materials, men and machinery for the placing and dumping the boulders in position for groins / sea protection wall / rock revetment as per sectional drawing etc., complete, as directed by the Engineer - in - charge. The specific gravity of stone shall be from 2.90 to 3.02. Toe after deducting 30% voids. Using 100kg to 300kg.

30.20B Collection and supply of stone boulders at Various weights MT 1054.74 including the charges for conveyance, pre- weighing the loaded vehicle and post- weighing the empty vehicle and placing the boulders to the required slope and section by using suitable machinery including handling and packing charges, crane charges etc., complete. The payment will be made based on weight basis. The quantity will be counter checked by way of volumes computed based on pre-levels and post-levels of the section and the volume thus computed will be arrived in weight after reducing for the corresponding voids depending on the size of the stone boulders. This rate shall include the costs of formation of approach track for transportations of materials, men and machinery for the placing and dumping the boulders in position for groins / sea protection wall / rock revetment as per sectional drawing etc., complete, as directed by the Karaikal Page 208

30 . Irrigation Code No. Description Unit Rate Rs. Engineer - in - charge. The specific gravity of stone shall be from 2.90 to 3.02. Secondary layer after deducting 30% voids. Using 100kg to 300kg.

30.20C Collection and supply of stone boulders at Various weights MT 1054.74 including the charges for conveyance, pre- weighing the loaded vehicle and post- weighing the empty vehicle and placing the boulders to the required slope and section by using suitable machinery including handling and packing charges, crane charges etc., complete. The payment will be made based on weight basis. The quantity will be counter checked by way of volumes computed based on pre-levels and post-levels of the section and the volume thus computed will be arrived in weight after reducing for the corresponding voids depending on the size of the stone boulders. This rate shall include the costs of formation of approach track for transportations of materials, men and machinery for the placing and dumping the boulders in position for groins / sea protection wall / rock revetment as per sectional drawing etc., complete, as directed by the Engineer - in - charge. The specific gravity of stone shall be from 2.90 to 3.02. Armour layer after deducting 40% voids. Using 1.25 tonne to 2.00 tonne.

30.21 Desiltation by dredging from backwater using cutter suction cum 146.64 dredgers for required depth including fixing of pipelines floaters and floating pipeline for disposing of water slurry consisting silt and sand etc., up to a distance is 500m. The rate shall include the cost of labour, materials, consumables, POL, spare parts and accessories required to keep dredger in running condition, maintenance of dredgers, tools and plant etc., including mobilization, demobilization charges etc., complete in accessories with all lead lift. The job includes all Pre and post dredging surveys for payment purpose.

30.22 Dry excavation in the shore area between sea and back water. cum 83.64 The rate shall include the cost of labour, material, consumables, POL, spare parts etc. The payment shall be made based on levels.

30.25 Providing and laying filter media for coarse sand under cum 752.67 concrete block loose apron ( as filter media ) to required thickness including removal of foreign matters, ramming, consolidation with watering.

30.26 Providing and laying filter media using HBG metal of 10mm cum 1430.03 size to a required thickness. Karaikal Page 209


30.26A Providing and laying filter media using HBG metal of 12.5mm cum 1488.68 size to a required thickness.

30.26B Providing and laying filter media using HBG metal of 20mm cum 1547.34 size to a required thickness.

30.26C Providing and laying filter media using HBG metal of 40mm cum 1488.68 size to a required thickness.

30.26D Providing and laying filter media using HBG metal of 63mm cum 1283.39 size to a required thickness.

30.27 Providing and fixing cement concrete rings of 900mm dia, Nos 305.54 300mm height and 40mm thick in 1:2:4 (one cement, two sand and four 12mm HBG metal) with slots in the walls and provided with nominal reinforcement. The rate to include the cost of cement concrete rings, transportation to site, labour for erection, fixing with cement mortar 1:3 (one cement and three sand) all complete.

30.27A Providing and fixing cement concrete rings of 900mm No 276.20 dia,300mm height and 40mm thick in 1:2:4 (one cement, two sand and four 12mm HBG metal) and provided with nominal reinforcement. The rate to include the cost of cement concrete rings, transportation to site, labour for erection, fixing with cement mortar 1:3 (one cement and three sand) all

30.27B Providing and fixing cement concrete rings of 900mm dia, No 510.83 300mm height and 40mm thick in 1:2:4 (one cement, two sand and four 12mm HBG metal) cast monolithic with cover slab with nominal reinforcement. The rate to include the cost of cement concrete rings, transportation to site, labour for erection, fixing with cement mortar 1:3 (one cement and three sand) all complete.

30.28 Providing and fixing UPVC top cover suitable for 150mm dia No 251.26 pipe. The rate to include the cost of cover, transportation to site and fixing in position.

30.29 Supplying and lowering of UPVC 150mm dia Plain casing pipe Rmt. 712.49 confirming to IS. 12818-1992 with relevant amendments with class designation CM and with minimum wall thickness of 7.5mm as per I.S.Code into the bore well with proper vertical alignments etc. Including the cost of materials, but excluding the cost of labour for positioning the assembly for lowering purpose using contractor's rig. Karaikal Page 210


30.30 Extra for providing 3mm slots in 150mm dia. UPVC casing Rmt 52.79 pipes.

30.30A Extra for providing 3mm slots in 200mm dia. UPVC casing Rmt 70.39 pipes.

30.31 Supplying and packing of 8mm size down gauge graded pebble Cum 2177.30 including filling the annual space gradually complete. The pebbles should be of free from disintegrated pieces. (It will measure in stack for the purpose of payment)

30.32 Providing and fixing netlon mesh. Sqm 333.37 30.33 Supplying and fixing 8" to 4" dia M.S saddlle set with 4" dia each 1960.59 coupling suited to connect 4" dia pipes.

30.34 Supplying and lowering of UPVC 200mm dia Plain casing pipe Rmt 1270.48 confirming to IS. 12818-1992 with relevant amendments with class designation CM and with minimum wall thickness of 10mm as per I.S.Code into the bore well with proper vertical alignments etc. Including the cost of materials, but excluding the cost of labour for positioning the assembly for lowering purpose using contractor's rig excluding the hire charges thereof.

30.36 Supplying and fixing of MS centering guide of size 25mm x each 204.12 3mm thickness suitable for UPVC pipe including the cost of materials but excluding the cost of labour for positioning the assembly for lowering purpose using contractors rig excluding the hire charges thereof - 200mm dia.

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs.

31.4.1 Making connection of G.I. distribution branch with G.I. main each 276.79 of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete 25 - 40 mm nominal bore.



31.6 Fixing water meter and stop cock in G.I pipe line including each 224.00 cutting and threading the pipe, making long screws etc. complete. (cost of water meter and stop cock to be paid separately).

31.6A Providing and fixing water meter and stop cock in 25mm G.I each 1387.13 pipe line including cutting and threading the pipe, making long screws, bolts, nuts, rubber insertions and testing the water meter etc. complete.

31.6B Providing and fixing water meter make (DASMESH) and stop each 1035.20 cock in 25mm G.I pipe line including cutting and threading the pipe, making long screws, bolts, nuts, rubber insertions and testing the water meter etc. complete.






31.9.6 Providing and fixing brass gate valve with C.I. wheel of each 845.46 approved quality (screwed end) - 50mm nominal bore. Karaikal Page 212




31.10.3.3 Providing and fixing ball valve (brass) of approved quality each 375.41 complete - high or low pressure with plastic floats - 25mm nominal bore.


31.19 Laying in position centrifugally cast (spun) / Ductile Iron S&S quintal 85.25 or flanged pipes.

31.20 Laying in position S&S or flanged C.I. / D.I. specials such as quintal 160.06 tees, bends, collars, tapers and caps etc.







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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 31.45.7 Providing lead caulked joint to spun iron or C.I. pipes and Joints 387.48 specials including testing of the joints but excluding the cost of pig lead - 300 mm diameter pipe.

31.45.8 Providing lead caulked joint to spun iron or C.I. pipes and joints 353.68 specials including testing of the joints but excluding the cost of pig lead - 350 mm diameter pipe.










31.46 Supplying pig lead at site of work. qtl. 21116.07 31.47.1 Providing flanged joints to double flanged C.I. pipes and each 415.14 Karaikal Page 214


31.47.2 Providing flanged joints to double flanged C.I. pipes and each 428.28 specials including necessary bolts, nuts, rubber insertion and testing of joints etc.,complete - 100mm diameter pipe.











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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 31.47.13 Providing flanged joints to double flanged C.I. pipes and each 3472.91 specials including necessary bolts, nuts, rubber insertion and testing of joints etc.,complete - 700mm diameter pipe.





31.48.1A Providing and fixing C.I. sluice valve (PN 1) (with cap) each 4712.20 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete(the tail pieces if required will be paid separately) - 80 mm dia.

31.48.1B Providing and fixing C.I. sluice valve (PN 1) (with cap) each 6130.23 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 100 mm dia.

31.48.1C Providing and fixing C.I. sluice valve (PN 1) (with cap) each 7443.15 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 125 mm dia.

31.48.1D Providing and fixing C.I. sluice valve (PN 1) (with cap) each 9406.13 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 150 mm dia.

31.48.1E Providing and fixing C.I. sluice valve (PN 1) (with cap) each 16237.95 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 200 mm dia.

31.48.1F Providing and fixing C.I. sluice valve (PN 1) (with cap) each 22936.67 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will Karaikal Page 216

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. be paid separately) - 250 mm dia.

31.48.1G Providing and fixing C.I. sluice valve (PN 1) (with cap) each 28309.86 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 300 mm dia.

31.48.1H Providing and fixing C.I. sluice valve (PN 1) (with cap) each 49461.19 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 350 mm dia.

31.48.1I Providing and fixing C.I. sluice valve (PN 1) (with cap) each 59440.65 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 400 mm dia.

31.48.1J Providing and fixing C.I. sluice valve (PN 1) (with cap) each 69484.97 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 450 mm dia.

31.48.1K Providing and fixing C.I. sluice valve (PN 1) (with cap) each 113213.1 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 500 mm dia.

31.48.1L Providing and fixing C.I. sluice valve (PN 1) (with cap) each 130678.7 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 600 mm dia.

31.48.2A Providing and fixing C.I. sluice valve (PN 1) (with handwheel) each 4841.25 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 80 mm dia.

31.48.2B Providing and fixing C.I. sluice valve (PN 1) (with handwheel) each 6276.87 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 100 mm dia.

31.48.2C Providing and fixing C.I. sluice valve (PN 1) (with handwheel) each 7683.64 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 125 mm dia.

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31.48.2D Providing and fixing C.I. sluice valve (PN 1) (with handwheel) each 9687.68 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 150 mm dia.

31.48.2E Providing and fixing C.I. sluice valve (PN 1) (with handwheel) each 16629.25 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 200 mm dia.

31.48.2F Providing and fixing C.I. sluice valve (PN 1) (with handwheel) each 23364.86 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 250 mm dia.

31.48.2G Providing and fixing C.I. sluice valve (PN 1) (with handwheel) each 28732.18 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 300 mm dia.

31.48.2H Providing and fixing C.I. sluice valve (PN 1) (with handwheel) each 50276.51 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 350 mm dia.

31.48.2I Providing and fixing C.I. sluice valve (PN 1) (with handwheel) each 60261.83 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 400 mm dia.

31.48.2J Providing and fixing C.I. sluice valve (PN 1) (with handwheel) each 70446.92 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 450 mm dia.

31.48.2K Providing and fixing C.I. sluice valve (PN 1) (with handwheel) each 114837.8 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 500 mm dia.

31.48.2L Providing and fixing C.I. sluice valve (PN 1) (with handwheel) each 132321.1 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 600 mm dia.

31.48.3A Providing and fixing C.I. sluice valve (PN 1.6) (with cap) each 5025.22 conforming to IS 14846 and ISI marked, with bolts, nuts,

Karaikal Page 218

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 80 mm dia.

31.48.3B Providing and fixing C.I. sluice valve (PN 1.6) (with cap) each 6565.90 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 100 mm dia.

31.48.3C Providing and fixing C.I. sluice valve (PN 1.6) (with cap) each 7972.67 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 125 mm dia.

31.48.3D Providing and fixing C.I. sluice valve (PN 1.6) (with cap) each 10032.37 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 150 mm dia.

31.48.3E Providing and fixing C.I. sluice valve (PN 1.6) (with cap) each 17365.23 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 200 mm dia.

31.48.3F Providing and fixing C.I. sluice valve (PN 1.6) (with cap) each 24419.64 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 250 mm dia.

31.48.3G Providing and fixing C.I. sluice valve (PN 1.6) (with cap) each 30177.30 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 300 mm dia.

31.48.3H Providing and fixing C.I. sluice valve (PN 1.6) (with cap) each 52913.98 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 350 mm dia.

31.48.3I Providing and fixing C.I. sluice valve (PN 1.6) (with cap) each 63828.10 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 400 mm dia.

31.48.3J Providing and fixing C.I. sluice valve (PN 1.6) (with cap) each 74605.61 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 450 mm dia.

Karaikal Page 219


31.48.3K Providing and fixing C.I. sluice valve (PN 1.6) (with cap) each 122809.1 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 500 mm dia.

31.48.3L Providing and fixing C.I. sluice valve (PN 1.6) (with cap) each 142020.1 conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 600 mm dia.

31.48.4A Providing and fixing C.I. sluice valve (PN 1.6) (with each 5171.86 handwheel) conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 80 mm dia.

31.48.4B Providing and fixing C.I. sluice valve (PN 1.6) (with each 6724.27 handwheel) conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 100 mm dia.

31.48.4C Providing and fixing C.I. sluice valve (PN 1.6) (with each 8219.02 handwheel) conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 125 mm dia.

31.48.4D Providing and fixing C.I. sluice valve (PN 1.6) (with each 10313.92 handwheel) conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 150 mm dia.

31.48.4E Providing and fixing C.I. sluice valve (PN 1.6) (with each 17852.07 handwheel) conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 200 mm dia.

31.48.4F Providing and fixing C.I. sluice valve (PN 1.6) (with each 24877.15 handwheel) conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 250 mm dia.

31.48.4G Providing and fixing C.I. sluice valve (PN 1.6) (with each 30628.95 handwheel) conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 300 mm dia.

31.48.4H Providing and fixing C.I. sluice valve (PN 1.6) (with each 53776.22 handwheel) conforming to IS 14846 and ISI marked, with

Karaikal Page 220

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 350 mm dia.

31.48.4I Providing and fixing C.I. sluice valve (PN 1.6) (with each 65247.57 handwheel) conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 400 mm dia.

31.48.4J Providing and fixing C.I. sluice valve (PN 1.6) (with each 75655.55 handwheel) conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 450 mm dia.

31.48.4K Providing and fixing C.I. sluice valve (PN 1.6) (with each 124686.1 handwheel) conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 500 mm dia.

31.48.4L Providing and fixing C.I. sluice valve (PN 1.6) (with each 143933.4 handwheel) conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 600 mm dia.

31.48.5A Providing and fixing C.I. Single air valve each 555.87 with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 20 mm dia.

31.48.6A Providing and fixing C.I. Double air valve with bolts, nuts, each 2567.95 rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 40 mm dia.

31.48.6B Providing and fixing C.I. Double air valve with bolts, nuts, each 2802.57 rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 50 mm dia.

31.48.6C Providing and fixing C.I. Double air valve with bolts, nuts, each 3383.27 rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 65 mm dia.

31.48.6D Providing and fixing C.I. Double air valve with bolts, nuts, each 2116.07 rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 80 mm dia.

31.48.6E Providing and fixing C.I. Double air valve with bolts, nuts, each 2428.82 rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 100 mm dia.

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 31.48.6F Providing and fixing C.I. Double air valve with bolts, nuts, each 8988.40 rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 150 mm dia.

31.48.6G Providing and fixing C.I. Double air valve with bolts, nuts, each 14905.60 rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 200 mm dia.

31.48.7A Providing and fixing C.I. non return valve (PN 1.6) each 2359.14 conforming to IS 5312 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 50 mm dia

31.48.7B Providing and fixing C.I. non return valve (PN 1.6) each 2916.37 conforming to IS 5312 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 65 mm dia

31.48.7C Providing and fixing C.I. non return valve (PN 1.6) each 2691.59 conforming to IS 5312 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 80 mm dia

31.48.7D Providing and fixing C.I. non return valve (PN 1.6) each 3587.62 conforming to IS 5312 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 100 mm dia

31.48.7E Providing and fixing C.I. non return valve (PN 1.6) each 4483.64 conforming to IS 5312 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 125 mm dia

31.48.7F Providing and fixing C.I. non return valve (PN 1) conforming each 7658.09 to IS 5312 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 150 mm dia

31.48.7G Providing and fixing C.I. non return valve (PN 1) conforming each 12661.43 to IS 5312 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 200 mm dia

31.48.7H Providing and fixing C.I. non return valve (PN 1) conforming each 19508.91 to IS 5312 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 250 mm dia

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31.48.7I Providing and fixing C.I. non return valve (PN 1) conforming each 26323.53 to IS 5312 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 300 mm dia

31.48.7J Providing and fixing C.I. non return valve (PN 0.6) each 49639.19 conforming to IS 5312 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 350 mm dia

31.48.7K Providing and fixing C.I. non return valve (PN 0.6) each 59430.01 conforming to IS 5312 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 400 mm dia

31.48.7L Providing and fixing C.I. non return valve (PN 0.6) each 82892.31 conforming to IS 5312 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 500 mm dia

31.48.7M Providing and fixing C.I. non return valve (PN 0.6) each 126461.8 conforming to IS 5312 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 600 mm dia

31.50.2 Constructing masonry Chamber 30 x 30 x 50 cm, inside with each 805.61 35 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for stop cock, with C.I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design - with brick class designation 35.

31.51.2 Constructing masonry Chamber 60 x 60 x 75 cm inside with each 4957.50 35 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for sluice valve, with C.I. surface box 100 mm top diameter 160 mm bottom diameter and 180 mm deep (inside) with chained lid and R.C.C. top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design Karaikal Page 223

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. - with brick class designation 35.

31.52.2 Constructing masonry Chamber 90 x 90 x100 cm inside with each 8539.76 35 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for sluice valve, with C.I. surface box 100 mm top diameter 160 mm bottom diameter and 180 mm deep (inside) with chained lid and R.C.C. top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design - with brick class designation 35.

31.53.2 Constructing masonry Chamber 120x120x100cm inside with each 11894.51 35 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for sluice valve, with C.I. surface box 100mm top diameter 160mm bottom diameter and 180mm deep (inside) with chained lid and R.C.C top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (2 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design - with bricks class designation 35

31.54.2 Constructing masonry Chamber 60 x 60 x 75 cm inside with each 4855.66 35 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for fire hydrants, with C.I. surface box 350 x 550 mm top and 165 mm deep (inside) with chained lid and R.C.C. top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design - with brick class designation 35 31.55.2 Constructing masonry chamber 60 x 45 x 50 cm inside with each 4657.95 35 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for water meter complete, with C.I. double flap surface box 400 x 200 x 200 mm (inside) with locking arrangement and R.C.C. top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation, foundation concrete 1:5:10 (1 cement :

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 course sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design - with brick class designation 35

31.77.1 Repainting G.I.pipes and fittings with white paint of approved metre 3.75 quality - 15 mm diameter pipe.













31.78.3 Painting G.I. pipes and fittings with two coats of anti- metre 6.64 Karaikal Page 225


31.78.4 Painting G.I. pipes and fittings with two coats of anti- metre 7.89 corrosive bitumastic paint of approved quality - 32mm











31.79.4 Providing and filling sand of grading zone V or coarser grade metre 61.89 alround the G.I. pipes in external work - 32mm diameter




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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 31.79.8 Providing and filling sand of grading zone V or coarser grade metre 105.76 alround the G.I. pipes in external work - 80 mm diameter

31.79.9 Providing and filling sand of grading zone V or coarser grade metre 112.03 alround the G.I. pipes external work - 100 mm dia pipe.



31.83.1 Boring with 100 mm diameter casing pipe for hand pump/tube metre 224.54 well in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the hand pipe/tube well is lowered and tested - upto 6 metre depth.

31.83.2 Boring with 100 mm diameter casing pipe for hand pump/tube metre 266.62 well in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the hand pipe/tube well is lowered and tested - beyond 6 m and upto 12 m depth.

31.83.3 Boring with 100 mm diameter casing pipe for hand pump/tube metre 310.57 well in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the hand pipe/tube well is lowered and tested - beyond 12 m and upto 18 m

31.84 Providing and placing in position filter of 40 mm diameter metre 394.06 G.I. pipe with brass strainer of approved quality.

31.85 Providing and fixing to filter and lowering to proper level 40 metre 301.35 mm G.I. pipe for tubewell including cleaning and priming the tubewell.

31.86 Providing and placing in position hand pump of approved each 1495.78 quality for 40 mm diameter G.I. pipe complete with all accessories.

31.120.1A Providing and laying Ductile Iron socket and spigot pipes of metre 1114.51 class K7 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing Karaikal Page 227

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -100mm dia.

31.120.1B Providing and laying Ductile Iron socket and spigot pipes of metre 1632.75 class K7 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -150mm dia.

31.120.1C Providing and laying Ductile Iron socket and spigot pipes of metre 1898.94 class K7 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -200mm dia.

31.120.1D Providing and laying Ductile Iron socket and spigot pipes of metre 2505.38 class K7 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -250mm dia.

31.120.1E Providing and laying Ductile Iron socket and spigot pipes of metre 3178.16 class K7 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -300mm dia.

Karaikal Page 228


31.120.1F Providing and laying Ductile Iron socket and spigot pipes of metre 3940.36 class K7 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -350mm dia.

31.120.1G Providing and laying Ductile Iron socket and spigot pipes of metre 4738.98 class K7 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -400mm dia.

31.120.1H Providing and laying Ductile Iron socket and spigot pipes of metre 5611.02 class K7 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -450mm dia.

31.120.1I Providing and laying Ductile Iron socket and spigot pipes of metre 6527.06 class K7 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -500mm dia.

31.120.1J Providing and laying Ductile Iron socket and spigot pipes of metre 8621.51 class K7 (Electro steel/Lanco/Jindal) conforming to IS Karaikal Page 229

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -600mm dia.

31.120.1K Providing and laying Ductile Iron socket and spigot pipes of metre 11592.18 class K7 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -700mm dia.

31.120.1L Providing and laying Ductile Iron socket and spigot pipes of metre 13319.08 class K7 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -750mm dia.

31.120.1M Providing and laying Ductile Iron socket and spigot pipes of metre 15661.96 class K7 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -800mm dia.

31.120.1N Providing and laying Ductile Iron socket and spigot pipes of metre 18614.32 class K7 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at

Karaikal Page 230

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -900mm dia.

31.120.1O Providing and laying Ductile Iron socket and spigot pipes of metre 21806.35 class K7 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -1000mm dia.

31.121.1A Providing and laying Ductile Iron socket and spigot pipes of metre 1253.03 class K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -100mm dia.

31.121.1B Providing and laying Ductile Iron socket and spigot pipes of metre 1827.39 class K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -150mm dia.

31.121.1C Providing and laying Ductile Iron socket and spigot pipes of metre 2193.96 class K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD

Karaikal Page 231

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -200mm dia.

31.121.1D Providing and laying Ductile Iron socket and spigot pipes of metre 2940.15 class K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -250mm dia.

31.121.1E Providing and laying Ductile Iron socket and spigot pipes of metre 3749.41 class K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -300mm dia.

31.121.1F Providing and laying Ductile Iron socket and spigot pipes of metre 4629.79 class K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -350mm dia.

31.121.1G Providing and laying Ductile Iron socket and spigot pipes of metre 5542.43 class K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -400mm dia.

Karaikal Page 232


31.121.1H Providing and laying Ductile Iron socket and spigot pipes of metre 6614.19 class K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -450mm dia.

31.121.1I Providing and laying Ductile Iron socket and spigot pipes of metre 7645.66 class K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -500mm dia.

31.121.1J Providing and laying Ductile Iron socket and spigot pipes of metre 10097.78 class K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -600mm dia.

31.121.1K Providing and laying Ductile Iron socket and spigot pipes of metre 12889.61 class K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -700mm dia.

31.121.1L Providing and laying Ductile Iron socket and spigot pipes of metre 14516.96 class K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of Karaikal Page 233

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -750mm dia.

31.121.1M Providing and laying Ductile Iron socket and spigot pipes of metre 16368.71 class K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -800mm dia.

31.121.1N Providing and laying Ductile Iron socket and spigot pipes of metre 19661.79 class K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -900mm dia.

31.121.1O Providing and laying Ductile Iron socket and spigot pipes of metre 23112.01 class K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -1000mm dia.

31.122.1A Providing and laying Ductile Iron Double flanged pipes of class metre 2159.41 K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for flanged joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of

Karaikal Page 234

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. joints with required testing equipment etc.,complete all as per IS12288 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -100mm dia.

31.122.1B Providing and laying Ductile Iron Double flanged pipes of class metre 2975.56 K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for flanged joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS12288 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -150mm dia. 31.122.1C Providing and laying Ductile Iron Double flanged pipes of class metre 3766.22 K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for flanged joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS12288 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -200mm dia. 31.122.1D Providing and laying Ductile Iron Double flanged pipes of class metre 5040.46 K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for flanged joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS12288 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -250mm dia. 31.122.1E Providing and laying Ductile Iron Double flanged pipes of class metre 6357.41 K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for flanged joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS12288 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -300mm

Karaikal Page 235

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. dia.

31.122.1F Providing and laying Ductile Iron Double flanged pipes of class metre 8335.57 K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for flanged joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS12288 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -350mm dia. 31.122.1G Providing and laying Ductile Iron Double flanged pipes of class metre 10142.84 K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for flanged joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS12288 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -400mm dia. 31.122.1H Providing and laying Ductile Iron Double flanged pipes of class metre 12112.87 K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for flanged joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS12288 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -450mm dia. 31.122.1I Providing and laying Ductile Iron Double flanged pipes of class metre 14053.75 K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for flanged joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS12288 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -500mm dia. 31.122.1J Providing and laying Ductile Iron Double flanged pipes of class metre 18564.11 K9 (Electro steel/Lanco/Jindal) conforming to IS Karaikal Page 236

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. specification 8329/2000 and ISI marked suitable for flanged joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS12288 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -600mm dia.

31.122.1K Providing and laying Ductile Iron Double flanged pipes of class metre 25383.71 K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for flanged joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS12288 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -700mm dia. 31.122.1L Providing and laying Ductile Iron Double flanged pipes of class metre 30908.00 K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for flanged joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS12288 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -800mm dia. 31.122.1M Providing and laying Ductile Iron Double flanged pipes of class metre 38669.29 K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for flanged joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS12288 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -900mm dia. 31.122.1N Providing and laying Ductile Iron Double flanged pipes of class metre 44700.46 K9 (Electro steel/Lanco/Jindal) conforming to IS specification 8329/2000 and ISI marked suitable for flanged joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry,

Karaikal Page 237

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS12288 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) - 1000mm dia.

31.123.1A Providing and fixing in position S&S standard D.I. specials kg 130.63 (Electro steel/Lanco/Jindal) such as tees, bends, collors, tapers, caps etc.conforming to IS specification 9523/2000 and ISI marked - 100 to 300mm dia.

31.123.1B Providing and fixing in position S&S standard D.I. specials kg 142.37 (Electro steel/Lanco/Jindal) such as tees, bends, collors, tapers, caps etc.conforming to IS specification 9523/2000 and ISI marked - 350 to 450mm dia.

31.123.1C Providing and fixing in position S&S standard D.I. specials kg 154.10 (Electro steel/Lanco/Jindal) such as tees, bends, collors, tapers, caps etc.conforming to IS specification 9523/2000 and ISI marked - 500 to 600mm dia.

31.123.1D Providing and fixing in position S&S standard D.I. specials kg 165.83 (Electro steel/Lanco/Jindal) such as tees, bends, collors, tapers, caps etc.conforming to IS specification 9523/2000 and ISI marked - 700 to 800mm dia.

31.123.1E Providing and fixing in position S&S standard D.I. specials kg 165.83 (Electro steel/Lanco/Jindal) such as tees, bends, collors, tapers, caps etc.conforming to IS specification 9523/2000 and ISI marked - 900mm dia.

31.123.1F Providing and fixing in position S&S standard D.I. specials kg 165.83 (Electro steel/Lanco/Jindal) such as tees, bends, collors, tapers, caps etc.conforming to IS specification 9523/2000 and ISI marked -1000mm dia.

31.124.1A Providing and fixing in position flanged standard D.I. specials kg 142.37 (Electro steel/Lanco/Jindal) such as tees, bends, collors, tapers, caps etc.conforming to IS specification 9523/2000 and ISI marked - 100 to 300mm dia.

31.124.1B Providing and fixing in position flanged standard D.I. specials kg 165.83 (Electro steel/Lanco/Jindal) such as tees, bends, collors, tapers, caps etc.conforming to IS specification 9523/2000 and ISI marked - 350 to 450mm dia.

Karaikal Page 238


31.124.1C Providing and fixing in position flanged standard D.I. specials kg 177.56 (Electro steel/Lanco/Jindal) such as tees, bends, collors, tapers, caps etc.conforming to IS specification 9523/2000 and ISI marked - 500 to 600mm dia.

31.124.1D Providing and fixing in position flanged standard D.I. specials kg 189.29 (Electro steel/Lanco/Jindal) such as tees, bends, collors, tapers, caps etc.conforming to IS specification 9523/2000 and ISI marked - 700 to 800mm dia.

31.124.1E Providing and fixing in position flanged standard D.I. specials kg 189.29 (Electro steel/Lanco/Jindal) such as tees, bends, collors, tapers, caps etc.conforming to IS specification 9523/2000 and ISI marked - 900mm dia.

31.124.1F Providing and fixing in position flanged standard D.I. specials kg 189.29 (Electro steel/Lanco/Jindal) such as tees, bends, collors, tapers, caps etc.conforming to IS specification 9523/2000 and ISI marked - 1000mm dia.

31.125.1A Providing and laying S&S Centrifugally (spun) Cast iron pipe metre 955.11 class LA (Electro steel/Lanco/Jindal) conforming to IS specification 1536 and ISI marked suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber gasket will be paid separately) -80mm dia.

31.125.1B Providing and laying S&S Centrifugally (spun) Cast iron pipe metre 1182.92 class LA (Electro steel/Lanco/Jindal) conforming to IS specification 1536 and ISI marked suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber gasket will be paid separately) -100mm dia.

31.125.1C Providing and laying S&S Centrifugally (spun) Cast iron pipe metre 1540.66 class LA (Electro steel/Lanco/Jindal) conforming to IS specification 1536 and ISI marked suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and Karaikal Page 239

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber gasket will be paid separately) -125mm dia.

31.125.1D Providing and laying S&S Centrifugally (spun) Cast iron pipe metre 1867.35 class LA (Electro steel/Lanco/Jindal) conforming to IS specification 1536 and ISI marked suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber gasket will be paid separately) -150mm dia.

31.125.1E Providing and laying S&S Centrifugally (spun) Cast iron pipe metre 2730.93 class LA (Electro steel/Lanco/Jindal) conforming to IS specification 1536 and ISI marked suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber gasket will be paid separately) -200mm dia.

31.125.1F Providing and laying S&S Centrifugally (spun) Cast iron pipe metre 3679.60 class LA (Electro steel/Lanco/Jindal) conforming to IS specification 1536 and ISI marked suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber gasket will be paid separately) -250mm dia.

31.125.1G Providing and laying S&S Centrifugally (spun) Cast iron pipe metre 4746.10 class LA (Electro steel/Lanco/Jindal) conforming to IS specification 1536 and ISI marked suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber gasket will be

Karaikal Page 240

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. paid separately) -300mm dia.

31.125.1H Providing and laying S&S Centrifugally (spun) Cast iron pipe metre 5979.02 class LA (Electro steel/Lanco/Jindal) conforming to IS specification 1536 and ISI marked suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber gasket will be paid separately) -350mm dia.

31.125.1I Providing and laying S&S Centrifugally (spun) Cast iron pipe metre 7276.40 class LA (Electro steel/Lanco/Jindal) conforming to IS specification 1536 and ISI marked suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber gasket will be paid separately) -400mm dia.

31.125.1J Providing and laying S&S Centrifugally (spun) Cast iron pipe metre 8775.73 class LA (Electro steel/Lanco/Jindal) conforming to IS specification 1536 and ISI marked suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber gasket will be paid separately) -450mm dia.

31.125.1K Providing and laying S&S Centrifugally (spun) Cast iron pipe metre 10272.40 class LA (Electro steel/Lanco/Jindal) conforming to IS specification 1536 and ISI marked suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber gasket will be paid separately) -500mm dia.

Karaikal Page 241

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 31.125.1L Providing and laying S&S Centrifugally (spun) Cast iron pipe metre 13690.02 class LA (Electro steel/Lanco/Jindal) conforming to IS specification 1536 and ISI marked suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber gasket will be paid separately) -600mm dia.

31.125.1M Providing and laying S&S Centrifugally (spun) Cast iron pipe metre 17663.05 class LA (Electro steel/Lanco/Jindal) conforming to IS specification 1536 and ISI marked suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber gasket will be paid separately) -700mm dia.

31.125.1N Providing and laying S&S Centrifugally (spun) Cast iron pipe metre 19805.20 class LA (Electro steel/Lanco/Jindal) conforming to IS specification 1536 and ISI marked suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber gasket will be paid separately) -750mm dia.

31.125.1O Providing and laying S&S Centrifugally (spun) Cast iron pipe metre 22378.22 class LA (Electro steel/Lanco/Jindal) conforming to IS specification 1536 and ISI marked suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber gasket will be paid separately) -800mm dia.

31.125.1P Providing and laying S&S Centrifugally (spun) Cast iron pipe metre 27116.61 class LA (Electro steel/Lanco/Jindal) conforming to IS specification 1536 and ISI marked suitable for tyton /push on joints in good condition including transportation of C.I.pipe

Karaikal Page 242

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber gasket will be paid separately) -900mm dia.

31.125.1Q Providing and laying S&S Centrifugally (spun) Cast iron pipe metre 32444.09 class LA (Electro steel/Lanco/Jindal) conforming to IS specification 1536 and ISI marked suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber gasket will be paid separately) -1000mm dia.

31.126.1A Providing and laying non standard S&S Centrifugally (spun) kg 66.56 Cast iron pipe suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete. (earth work and jointing of pipes will be paid

31.126.1B Providing and laying non standard S&S Centrifugally (spun) kg 65.38 Cast iron pipe suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete . (earth work and jointing of pipes will be paid separately)-250 to 400mm dia.

31.126.1C Providing and laying non standard S&S Centrifugally (spun) kg 65.38 Cast iron pipe suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete . (earth work and jointing of pipes will be paid separately)- 450 to 750mm dia.

31.126.1D Providing and laying non standard S&S Centrifugally (spun) kg 67.73 Cast iron pipe suitable for tyton /push on joints in good condition including transportation of C.I.pipe from Karaikal Page 243

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete . (earth work and jointing of pipes will be paid separately)- 800 to 1000mm dia.

31.127.1A Providing and fixing in position S&S standard C.I. kg 64.94 specials(Electro steel/Lanco/Jindal) such as tees, bends, collors, tapers, caps etc.conforming to IS specification 1538 and ISI marked - 80 to 200mm dia.

31.127.1B Providing and fixing in position S&S standard C.I. kg 66.11 specials(Electro steel/Lanco/Jindal) such as tees, bends, collors, tapers, caps etc.conforming to IS specification 1538 and ISI marked - 250 to 400mm dia.

31.127.1C Providing and fixing in position S&S standard C.I. specials kg 69.63 (Electro steel/Lanco/Jindal) such as tees, bends, collors, tapers, caps etc.conforming to IS specification 1538 and ISI marked - 450 to 750mm dia.

31.127.1D Providing and fixing in position S&S standard C.I. specials kg 71.98 (Electro steel/Lanco/Jindal) such as tees, bends, collors, tapers, caps etc.conforming to IS specification 1538 and ISI marked - 800 to 1000mm dia.

31.128.1A Providing and laying Cast Iron Double flanged pipe metre 1773.61 conforming to IS specification 1537&7181 and ISI marked suitable for flanged joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -80mm dia.

31.128.1B Providing and laying Cast Iron Double flanged pipe metre 2195.30 conforming to IS specification 1537&7181 and ISI marked suitable for flanged joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -100mm dia.

Karaikal Page 244


31.128.1C Providing and laying Cast Iron Double flanged pipe metre 3589.52 conforming to IS specification 1537&7181 and ISI marked suitable for flanged joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -150mm dia.

31.128.1D Providing and laying Cast Iron Double flanged pipe metre 5132.72 conforming to IS specification 1537&7181 and ISI marked suitable for flanged joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -200mm dia.

31.128.1E Providing and laying Cast Iron Double flanged pipe metre 6884.10 conforming to IS specification 1537&7181 and ISI marked suitable for flanged joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -250mm dia.

31.128.1F Providing and laying Cast Iron Double flanged pipe metre 8901.50 conforming to IS specification 1537&7181 and ISI marked suitable for flanged joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -300mm dia.

31.128.1G Providing and laying Cast Iron Double flanged pipe metre 11802.22 conforming to IS specification 1537&7181 and ISI marked Karaikal Page 245

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. suitable for flanged joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -350mm dia.

31.128.1H Providing and laying Cast Iron Double flanged pipe metre 14407.30 conforming to IS specification 1537&7181 and ISI marked suitable for flanged joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -400mm dia.

31.128.1I Providing and laying Cast Iron Double flanged pipe metre 17202.72 conforming to IS specification 1537&7181 and ISI marked suitable for flanged joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -450mm dia.

31.128.1J Providing and laying Cast Iron Double flanged pipe metre 20195.85 conforming to IS specification 1537&7181 and ISI marked suitable for flanged joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -500mm dia.

31.128.1K Providing and laying Cast Iron Double flanged pipe metre 27141.72 conforming to IS specification 1537&7181 and ISI marked suitable for flanged joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in

Karaikal Page 246

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -600mm dia.

31.128.1L Providing and laying Cast Iron Double flanged pipe metre 35345.01 conforming to IS specification 1537&7181 and ISI marked suitable for flanged joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -700mm dia.

31.128.1M Providing and laying Cast Iron Double flanged pipe metre 40114.46 conforming to IS specification 1537&7181 and ISI marked suitable for flanged joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -750mm dia.

31.129.1A Providing and laying non standard Cast Iron Double flanged kg 64.21 pipes suitable for flanged joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete (earth work and jointing of pipes with rubber insertion will be paid separately) -80 to 200mm

31.129.1B Providing and laying non standard Cast Iron Double flanged kg 65.38 pipes suitable for flanged joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete(earth work and jointing of pipes with rubber insertion will be paid separately) -250 to 400mm dia.

Karaikal Page 247

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 31.129.1C Providing and laying non standard Cast Iron Double flanged kg 68.90 pipes suitable for flanged joints in good condition including transportation of C.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete (earth work and jointing of pipes with rubber insertion will be paid separately) -450 to 750mm

31.130.1A Providing and laying in position flanged C.I. specials such as kg 64.94 tees, bends, collors, tapers, caps etc.conforming to IS specification 1538 and ISI marked - 80 to 200mm dia.

31.130.1B Providing and laying in position flanged C.I. specials such as kg 66.11 tees, bends, collors, tapers, caps etc.conforming to IS specification 1538 and ISI marked - 250 to 400mm dia.

31.130.1C Providing and laying in position flanged C.I. specials such as kg 69.63 tees, bends, collors, tapers, caps etc.conforming to IS specification 1538 and ISI marked - 450 to 750mm dia.

31.131.1A Providing and fixing Cast iron flanges conforming to IS each 377.74 specification 1538 and ISI marked. - 80 mm dia.

31.131.1B Providing and fixing Cast iron flanges conforming to IS each 502.09 specification 1538 and ISI marked. - 100 mm dia.

31.131.1C Providing and fixing Cast iron flanges conforming to IS each 742.58 specification 1538 and ISI marked. - 150 mm dia.

31.131.1D Providing and fixing Cast iron flanges conforming to IS each 985.42 specification 1538 and ISI marked. - 200 mm dia.

31.131.1E Providing and fixing Cast iron flanges conforming to IS each 1234.12 specification 1538 and ISI marked. - 250 mm dia.

31.131.1F Providing and fixing Cast iron flanges conforming to IS each 1480.47 specification 1538 and ISI marked. - 300 mm dia.

31.131.1G Providing and fixing Cast iron flanges conforming to IS each 2312.21 specification 1538 and ISI marked. - 350 mm dia.

31.131.1H Providing and fixing Cast iron flanges conforming to IS each 2674.70 specification 1538 and ISI marked. - 400 mm dia.

31.131.1I Providing and fixing Cast iron flanges conforming to IS each 2802.57 specification 1538 and ISI marked. - 450 mm dia.

Karaikal Page 248


31.131.1J Providing and fixing Cast iron flanges conforming to IS each 3154.50 specification 1538 and ISI marked. - 500 mm dia.

31.131.1K Providing and fixing Cast iron flanges conforming to IS each 4226.73 specification 1538 and ISI marked. - 600 mm dia.

31.131.1L Providing and fixing Cast iron flanges conforming to IS each 5399.84 specification 1538 and ISI marked. - 700 mm dia.

31.131.1M Providing and fixing Cast iron flanges conforming to IS each 6005.18 specification 1538 and ISI marked. - 750 mm dia.

31.131.1N Providing and fixing Cast iron flanges conforming to IS each 8351.41 specification 1538 and ISI marked. - 800 mm dia.

31.131.2A Threading of CI / DI pipes suitable for fixing flanges including no 99.78 transportation,labour charges etc.,complete - 80 mm dia.

31.131.2B Threading of CI / DI pipes suitable for fixing flanges including no 124.77 transportation,labour charges etc.,complete - 100 mm dia.

31.131.2C Threading of CI / DI pipes suitable for fixing flanges including no 249.55 transportation,labour charges etc.,complete - 150 mm dia.

31.131.2D Threading of CI / DI pipes suitable for fixing flanges including no 291.10 transportation,labour charges etc.,complete - 200 mm dia.

31.131.2E Threading of CI / DI pipes suitable for fixing flanges including no 374.32 transportation,labour charges etc.,complete - 250 mm dia.

31.131.2F Threading of CI / DI pipes suitable for fixing flanges including no 499.08 transportation,labour charges etc.,complete - 300 mm dia.

31.131.2G Threading of CI / DI pipes suitable for fixing flanges including no 540.64 transportation,labour charges etc.,complete - 350 mm dia.

31.131.2H Threading of CI / DI pipes suitable for fixing flanges including no 623.78 transportation,labour charges etc.,complete - 400 mm dia.

31.131.2I Threading of CI / DI pipes suitable for fixing flanges including no 706.90 transportation,labour charges etc.,complete - 450 mm dia.

31.131.2J Threading of CI / DI pipes suitable for fixing flanges including no 865.00 transportation,labour charges etc.,complete - 500 mm dia.

31.131.2K Threading of CI / DI pipes suitable for fixing flanges including no 958.77 transportation,labour charges etc.,complete - 600 mm dia. Karaikal Page 249


31.131.2L Threading of CI / DI pipes suitable for fixing flanges including no 1081.22 transportation,labour charges etc.,complete - 700 mm dia.

31.131.2M Threading of CI / DI pipes suitable for fixing flanges including no 1081.22 transportation,labour charges etc.,complete - 750 mm dia.

31.131.2N Threading of CI / DI pipes suitable for fixing flanges including no 1164.43 transportation,labour charges etc.,complete - 800 mm dia.

31.134.1A Providing and jointing cast iron / D.I. (S&S) pipe joints with no 47.15 rubber gasket (Tyton joints) conforming to IS 5382 & 12820 of SBR quality including the cost of fixing,testing the joints etc.,complete -80mm dia.

31.134.1B Providing and jointing cast iron / D.I. (S&S) pipe joints with no 55.35 rubber gasket (Tyton joints) conforming to IS 5382 & 12820 of SBR quality including the cost of fixing,testing the joints etc.,complete -100mm dia.

31.134.1C Providing and jointing cast iron / D.I. (S&S) pipe joints with no 71.32 rubber gasket (Tyton joints) conforming to IS 5382 & 12820 of SBR quality including the cost of fixing,testing the joints etc.,complete -150mm dia.

31.134.1D Providing and jointing cast iron / D.I. (S&S) pipe joints with no 112.57 rubber gasket (Tyton joints) conforming to IS 5382 & 12820 of SBR quality including the cost of fixing,testing the joints etc.,complete -200mm dia.

31.134.1E Providing and jointing cast iron / D.I. (S&S) pipe joints with no 147.73 rubber gasket (Tyton joints) conforming to IS 5382 & 12820 of SBR quality including the cost of fixing,testing the joints etc.,complete -250mm dia.

31.134.1F Providing and jointing cast iron / D.I. (S&S) pipe joints with no 186.55 rubber gasket (Tyton joints) conforming to IS 5382 & 12820 of SBR quality including the cost of fixing,testing the joints etc.,complete -300mm dia.

31.134.1G Providing and jointing cast iron / D.I. (S&S) pipe joints with no 225.36 rubber gasket (Tyton joints) conforming to IS 5382 & 12820 of SBR quality including the cost of fixing,testing the joints etc.,complete -350mm dia.

31.134.1H Providing and jointing cast iron / D.I. (S&S) pipe joints with no 288.61 rubber gasket (Tyton joints) conforming to IS 5382 & Karaikal Page 250

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 12820 of SBR quality including the cost of fixing,testing the joints etc.,complete -400mm dia.

31.134.1I Providing and jointing cast iron / D.I. (S&S) pipe joints with no 337.16 rubber gasket (Tyton joints) conforming to IS 5382 & 12820 of SBR quality including the cost of fixing,testing the joints etc.,complete -450mm dia.

31.134.1J Providing and jointing cast iron / D.I. (S&S) pipe joints with no 400.37 rubber gasket (Tyton joints) conforming to IS 5382 & 12820 of SBR quality including the cost of fixing,testing the joints etc.,complete -500mm dia.

31.134.1K Providing and jointing cast iron / D.I. (S&S) pipe joints with no 496.32 rubber gasket (Tyton joints) conforming to IS 5382 & 12820 of SBR quality including the cost of fixing,testing the joints etc.,complete -600mm dia.

31.134.1L Providing and jointing cast iron / D.I. (S&S) pipe joints with no 604.43 rubber gasket (Tyton joints) conforming to IS 5382 & 12820 of SBR quality including the cost of fixing,testing the joints etc.,complete -700mm dia.

31.134.1M Providing and jointing cast iron / D.I. (S&S) pipe joints with no 734.77 rubber gasket (Tyton joints) conforming to IS 5382 & 12820 of SBR quality including the cost of fixing,testing the joints etc.,complete -750mm dia.

31.134.1N Providing and jointing cast iron / D.I. (S&S) pipe joints with no 834.59 rubber gasket (Tyton joints) conforming to IS 5382 & 12820 of SBR quality including the cost of fixing,testing the joints etc.,complete -800mm dia.

31.134.1O Providing and jointing cast iron / D.I. (S&S) pipe joints with no 912.21 rubber gasket (Tyton joints) conforming to IS 5382 & 12820 of SBR quality including the cost of fixing,testing the joints etc.,complete -900mm dia.

31.134.1P Providing and jointing cast iron / D.I. (S&S) pipe joints with no 1142.37 rubber gasket (Tyton joints) conforming to IS 5382 & 12820 of SBR quality including the cost of fixing,testing the joints etc.,complete -1000mm dia.

31.135.1A Providing and jointing cast iron / D.I. (S&S) pipe joints with no 56.90 rubber gasket (Tyton joints) conforming to IS No. 5382 and 12820 of EPDM quality including the cost of fixing,testing the joints etc.,complete -80mm dia. Karaikal Page 251


31.135.1B Providing and jointing cast iron / D.I. (S&S) pipe joints with no 63.88 rubber gasket (Tyton joints) conforming to IS No. 5382 and 12820 of EPDM quality including the cost of fixing,testing the joints etc.,complete -100mm dia.

31.135.1C Providing and jointing cast iron / D.I. (S&S) pipe joints with no 88.40 rubber gasket (Tyton joints) conforming to IS No. 5382 and 12820 of EPDM quality including the cost of fixing,testing the joints etc.,complete -150mm dia.

31.135.1D Providing and jointing cast iron / D.I. (S&S) pipe joints with no 130.88 rubber gasket (Tyton joints) conforming to IS No. 5382 and 12820 of EPDM quality including the cost of fixing,testing the joints etc.,complete -200mm dia.

31.135.1E Providing and jointing cast iron / D.I. (S&S) pipe joints with no 178.23 rubber gasket (Tyton joints) conforming to IS No. 5382 and 12820 of EPDM quality including the cost of fixing,testing the joints etc.,complete -250mm dia.

31.135.1F Providing and jointing cast iron / D.I. (S&S) pipe joints with no 232.92 rubber gasket (Tyton joints) conforming to IS No. 5382 and 12820 of EPDM quality including the cost of fixing,testing the joints etc.,complete -300mm dia.

31.135.1G Providing and jointing cast iron / D.I. (S&S) pipe joints with no 265.62 rubber gasket (Tyton joints) conforming to IS No. 5382 and 12820 of EPDM quality including the cost of fixing,testing the joints etc.,complete -350mm dia.

31.135.1H Providing and jointing cast iron / D.I. (S&S) pipe joints with no 354.47 rubber gasket (Tyton joints) conforming to IS No. 5382 and 12820 of EPDM quality including the cost of fixing,testing the joints etc.,complete -400mm dia.

31.135.1I Providing and jointing cast iron / D.I. (S&S) pipe joints with no 392.06 rubber gasket (Tyton joints) conforming to IS No. 5382 and 12820 of EPDM quality including the cost of fixing,testing the joints etc.,complete -450mm dia.

31.135.1J Providing and jointing cast iron / D.I. (S&S) pipe joints with no 479.69 rubber gasket (Tyton joints) conforming to IS No. 5382 and 12820 of EPDM quality including the cost of fixing,testing the joints etc.,complete -500mm dia.

Karaikal Page 252

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 31.135.1K Providing and jointing cast iron / D.I. (S&S) pipe joints with no 648.82 rubber gasket (Tyton joints) conforming to IS No. 5382 and 12820 of EPDM quality including the cost of fixing,testing the joints etc.,complete -600mm dia.

31.135.1L Providing and jointing cast iron / D.I. (S&S) pipe joints with no 933.87 rubber gasket (Tyton joints) conforming to IS No. 5382 and 12820 of EPDM quality including the cost of fixing,testing the joints etc.,complete -700mm dia.

31.135.1M Providing and jointing cast iron / D.I. (S&S) pipe joints with no 1070.28 rubber gasket (Tyton joints) conforming to IS No. 5382 and 12820 of EPDM quality including the cost of fixing,testing the joints etc.,complete -750mm dia.

31.135.1N Providing and jointing cast iron / D.I. (S&S) pipe joints with no 1167.67 rubber gasket (Tyton joints) conforming to IS No. 5382 and 12820 of EPDM quality including the cost of fixing,testing the joints etc.,complete -800mm dia.

31.135.1O Providing and jointing cast iron / D.I. (S&S) pipe joints with no 1284.37 rubber gasket (Tyton joints) conforming to IS No. 5382 and 12820 of EPDM quality including the cost of fixing,testing the joints etc.,complete -900mm dia.

31.135.1P Providing and jointing cast iron / D.I. (S&S) pipe joints with no 1649.90 rubber gasket (Tyton joints) conforming to IS No. 5382 and 12820 of EPDM quality including the cost of fixing,testing the joints etc.,complete -1000mm dia.

31.136.1A Providing, laying and jointing G.I pipes of medium class (blue) metre 116.54 (TATA,TNT,Nezone,Apollo,Zenith) conforming to IS specification 1239 part I and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including GI specials such as bends,tees, elbow,coupling,reducer etc.,complete all as per IS and CPWD specification. -15mm dia

31.136.1B Providing, laying and jointing G.I pipes of medium class (blue) metre 156.33 (TATA,TNT,Nezone,Apollo,Zenith) conforming to IS specification 1239 part I and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including GI specials such as bends,tees, elbow,coupling,reducer etc.,complete all as per IS and CPWD specification. -20mm dia

Karaikal Page 253


31.136.1C Providing, laying and jointing G.I pipes of medium class (blue) metre 218.59 (TATA,TNT,Nezone,Apollo,Zenith) conforming to IS specification 1239 part I and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including GI specials such as bends,tees, elbow,coupling,reducer etc.,complete all as per IS and CPWD specification. -25mm dia

31.136.1D Providing, laying and jointing G.I pipes of medium class (blue) metre 254.57 (TATA,TNT,Nezone,Apollo,Zenith) conforming to IS specification 1239 part I and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including GI specials such as bends,tees, elbow,coupling,reducer etc.,complete all as per IS and CPWD specification. -32mm dia

31.136.1E Providing, laying and jointing G.I pipes of medium class (blue) metre 286.02 (TATA,TNT,Nezone,Apollo,Zenith) conforming to IS specification 1239 part I and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including GI specials such as bends,tees, elbow,coupling,reducer etc.,complete all as per IS and CPWD specification. -40mm dia

31.136.1F Providing, laying and jointing G.I pipes of medium class metre 377.74 (blue)(TATA,TNT,Nezone,Apollo,Zenith) conforming to IS specification 1239 part I and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including GI specials such as bends,tees, elbow,coupling,reducer etc.,complete all as per IS and CPWD specification. -50mm dia

31.136.1G Providing, laying and jointing G.I pipes of medium class metre 503.26 (blue)(TATA,TNT,Nezone,Apollo,Zenith) conforming to IS specification 1239 part I and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including GI specials such as bends,tees, elbow,coupling,reducer etc.,complete all as per IS and CPWD specification. -65mm dia

31.136.1H Providing, laying and jointing G.I pipes of medium class metre 597.11 (blue)(TATA,TNT,Nezone,Apollo,Zenith) conforming to IS specification 1239 part I and ISI marked including Karaikal Page 254

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,excluding GI specials such as bends,tees, elbow,coupling,reducer etc.,complete all as per IS and CPWD specification. -80mm dia

31.136.1I Providing, laying and jointing G.I pipes of medium class metre 835.26 (blue)(TATA,TNT,Nezone,Apollo,Zenith) conforming to IS specification 1239 part I and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,excluding GI specials such as bends,tees, elbow,coupling,reducer etc.,complete all as per IS and CPWD specification. -100mm dia

31.136.1J Providing, laying and jointing G.I pipes of medium class metre 1311.55 (blue)(TATA,TNT,Nezone,Apollo,Zenith) conforming to IS specification 1239 part I and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,excluding GI specials such as bends,tees, elbow,coupling,reducer etc.,complete all as per IS and CPWD specification. -125mm dia

31.136.1K Providing, laying and jointing G.I pipes of medium class metre 1614.67 (blue)(TATA,TNT,Nezone,Apollo,Zenith) conforming to IS specification 1239 part I and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,excluding GI specials such as bends,tees, elbow,coupling,reducer etc.,complete all as per IS and CPWD specification. -150mm dia

31.137.1A Providing and fixing in position G.I. equal Tee (UNIQUE/R no 43.22 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 15mm dia.

31.137.1B Providing and fixing in position G.I. equal Tee (UNIQUE/R no 54.95 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 20mm dia.

31.137.1C Providing and fixing in position G.I. equal Tee (UNIQUE/R no 74.19 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 25mm dia. Karaikal Page 255


31.137.1D Providing and fixing in position G.I. equal Tee (UNIQUE/R no 107.04 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 32mm dia.

31.137.1E Providing and fixing in position G.I. equal Tee (UNIQUE/R no 138.05 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 40mm dia.

31.137.1F Providing and fixing in position G.I. equal Tee (UNIQUE/R no 208.43 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 50mm dia.

31.137.1G Providing and fixing in position G.I. equal Tee (UNIQUE/R no 317.34 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 65mm dia.

31.137.1H Providing and fixing in position G.I. equal Tee (UNIQUE/R no 349.99 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 80mm dia.

31.137.1I Providing and fixing in position G.I. equal Tee (UNIQUE/R no 735.75 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 100mm dia.

31.137.1J Providing and fixing in position G.I. equal Tee (UNIQUE/R no 796.57 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 125mm dia.

31.137.1K Providing and fixing in position G.I. equal Tee (UNIQUE/R no 984.56 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 150mm dia.

31.138.1A Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 74.19 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 25 x 20 mm dia.

Karaikal Page 256

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 31.138.1B Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 95.31 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 32x 20 mm dia.

31.138.1C Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 95.31 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 32x 25 mm dia.

31.138.1D Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 143.92 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 40 x 20 mm dia.

31.138.1D1 Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 143.92 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 40 x 25 mm dia.

31.138.1E Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 143.92 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 40 x 32 mm dia.

31.138.1F Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 163.17 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 50 x 20 mm dia.

31.138.1F1 Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 163.17 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 50 x 25 mm dia.

31.138.1G Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 163.17 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 50 x 32 mm dia.

31.138.1H Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 163.17 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 50 x 40 mm dia.

31.138.1I Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 282.15 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing Karaikal Page 257

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. materials etc,complete - 65 x 20 mm dia.

31.138.1I1 Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 282.15 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 65 x 25 mm dia.

31.138.1J Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 282.15 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 65 x 32 mm dia.

31.138.1K Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 282.15 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 65 x 40 mm dia.

31.138.1L Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 282.15 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 65 x 50 mm dia.

31.138.1M Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 379.32 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 80 x 32 mm dia.

31.138.1N Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 379.32 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 80 x 40 mm dia.

31.138.1O Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 379.32 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 80 x 50 mm dia.

31.138.1P Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 379.32 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 80 x 65 mm dia.

31.138.1Q Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 606.71 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 100 x 40 mm dia.

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31.138.1R Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 606.71 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 100 x 50 mm dia.

31.138.1S Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 606.71 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 100 x 65 mm dia.

31.138.1T Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 606.71 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 100 x 80 mm dia.

31.138.1U Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 855.23 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 125 x 40 mm dia.

31.138.1V Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 855.23 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 125 x 50 mm dia.

31.138.1W Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 855.23 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 125 x 65 mm dia.

31.138.1X Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 855.23 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 125 x 80 mm dia.

31.138.1Y Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 855.23 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 125 x 100 mm dia.

31.138.1Z Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 1571.12 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 150 x 50 mm dia.

31.138.2A Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 1571.12 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. ISI marked,including labour charges for jointing, jointing materials etc,complete - 150 x 65 mm dia.

31.138.2B Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 1571.12 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 150 x 80 mm dia.

31.138.2C Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 1571.12 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 150 x 100 mm dia.

31.138.2D Providing and fixing in position G.I. unequal Tee (UNIQUE/R no 1571.12 Brand/HB Brand/UI Brand)conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 150 x 125 mm dia.

31.139.1A Providing and fixing in position G.I. union (UNIQUE/R no 56.13 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 15 mm dia.

31.139.1B Providing and fixing in position G.I. union (UNIQUE/R no 73.38 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 20 mm dia.

31.139.1C Providing and fixing in position G.I. union (UNIQUE/R no 98.13 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 25 mm dia.

31.139.1D Providing and fixing in position G.I. union (UNIQUE/R no 145.75 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 32 mm dia.

31.139.1E Providing and fixing in position G.I. union (UNIQUE/R no 171.95 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 40 mm dia.

31.139.1F Providing and fixing in position G.I. union (UNIQUE/R no 250.21 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 50 mm dia.

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31.139.1G Providing and fixing in position G.I. union (UNIQUE/R no 469.38 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 65 mm dia.

31.139.1H Providing and fixing in position G.I. union (UNIQUE/R no 599.86 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 80 mm dia.

31.139.1I Providing and fixing in position G.I. union (UNIQUE/R no 822.57 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 100 mm dia.

31.139.1J Providing and fixing in position G.I. union (UNIQUE/R no 727.35 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 125 mm dia.

31.139.1K Providing and fixing in position G.I. union (UNIQUE/R no 1505.43 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete- 150 mm dia.

31.140.1A Providing and fixing in position G.I. reducer (UNIQUE/R no 48.39 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 25 x 20 mm dia.

31.140.1B Providing and fixing in position G.I. reducer (UNIQUE/R no 61.30 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 32 x 20 mm dia.

31.140.1C Providing and fixing in position G.I. reducer (UNIQUE/R no 61.30 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 32 x 25 mm dia.

31.140.1D Providing and fixing in position G.I. reducer (UNIQUE/R no 74.70 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 40 x 20 mm dia.

31.140.1D1 Providing and fixing in position G.I. reducer (UNIQUE/R no 74.70 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. ISI marked,including labour charges for jointing, jointing materials etc,complete- 40 x 25 mm dia.

31.140.1E Providing and fixing in position G.I. reducer (UNIQUE/R no 74.70 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 40 x 32 mm dia.

31.140.1F Providing and fixing in position G.I. reducer (UNIQUE/R no 99.82 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 50 x 20 mm dia.

31.140.1F1 Providing and fixing in position G.I. reducer (UNIQUE/R no 99.82 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 50 x 25 mm dia.

31.140.1G Providing and fixing in position G.I. reducer (UNIQUE/R no 99.82 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 50 x 32 mm dia.

31.140.1H Providing and fixing in position G.I. reducer (UNIQUE/R no 99.82 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 50 x 40 mm dia.

31.140.1I Providing and fixing in position G.I. reducer (UNIQUE/R no 123.79 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 65 x 20 mm dia.

31.140.1J Providing and fixing in position G.I. reducer (UNIQUE/R no 123.79 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 65 x 32 mm dia.

31.140.1K Providing and fixing in position G.I. reducer (UNIQUE/R no 123.79 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 65 x 40 mm dia.

31.140.1L Providing and fixing in position G.I. reducer (UNIQUE/R no 123.79 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 65 x 50 mm dia.

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31.140.1M Providing and fixing in position G.I. reducer (UNIQUE/R no 144.69 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 80 x 32 mm dia.

31.140.1N Providing and fixing in position G.I. reducer (UNIQUE/R no 144.69 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 80 x 40 mm dia.

31.140.1O Providing and fixing in position G.I. reducer (UNIQUE/R no 144.69 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 80 x 50 mm dia.

31.140.1P Providing and fixing in position G.I. reducer (UNIQUE/R no 144.69 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 80 x 65 mm dia.

31.140.1Q Providing and fixing in position G.I. reducer (UNIQUE/R no 206.69 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 100 x 40 mm dia.

31.140.1R Providing and fixing in position G.I. reducer (UNIQUE/R no 206.69 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 100 x 50 mm dia.

31.140.1S Providing and fixing in position G.I. reducer (UNIQUE/R no 206.69 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 100 x 65 mm dia.

31.140.1T Providing and fixing in position G.I. reducer (UNIQUE/R no 206.69 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 100 x 80 mm dia.

31.140.1U Providing and fixing in position G.I. reducer (UNIQUE/R no 287.44 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 125 x 50 mm dia.

31.140.1V Providing and fixing in position G.I. reducer (UNIQUE/R no 287.44 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. ISI marked,including labour charges for jointing, jointing materials etc,complete- 125 x 65 mm dia.

31.140.1W Providing and fixing in position G.I. reducer (UNIQUE/R no 287.44 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 125 x 80 mm dia.

31.140.1X Providing and fixing in position G.I. reducer (UNIQUE/R no 287.44 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 125 x 100 mm dia.

31.140.1Y Providing and fixing in position G.I. reducer (UNIQUE/R no 361.63 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 150 x 50 mm dia.

31.140.1Z Providing and fixing in position G.I. reducer (UNIQUE/R no 361.63 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 150 x 65 mm dia.

31.140.2A Providing and fixing in position G.I. reducer (UNIQUE/R no 361.63 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 150 x 80 mm dia.

31.140.2B Providing and fixing in position G.I. reducer (UNIQUE/R no 361.63 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 150 x 100 mm dia.

31.140.2C Providing and fixing in position G.I. reducer (UNIQUE/R no 361.63 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete- 150 x 125 mm dia.

31.141.1 Providing and fixing in position G.I. elbow (UNIQUE/R no 35.01 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 15 mm dia.

31.141.1A Providing and fixing in position G.I. elbow (UNIQUE/R no 40.87 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 20 mm dia.

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31.141.1B Providing and fixing in position G.I. elbow (UNIQUE/R no 51.90 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 25 mm dia.

31.141.1C Providing and fixing in position G.I. elbow (UNIQUE/R no 78.89 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 32 mm dia.

31.141.1D Providing and fixing in position G.I. elbow (UNIQUE/R no 127.48 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 40 mm dia.

31.141.1E Providing and fixing in position G.I. elbow (UNIQUE/R no 170.21 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 50 mm dia.

31.141.1F Providing and fixing in position G.I. elbow (UNIQUE/R no 223.49 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 65 mm dia.

31.141.1G Providing and fixing in position G.I. elbow (UNIQUE/R no 332.39 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 80 mm dia.

31.141.1H Providing and fixing in position G.I. elbow (UNIQUE/R no 470.64 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 100 mm dia.

31.141.1I Providing and fixing in position G.I. elbow (UNIQUE/R no 786.01 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 125 mm dia.

31.141.1J Providing and fixing in position G.I. elbow (UNIQUE/R no 1153.49 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 150 mm dia.

31.142.1A Providing and fixing in position G.I. reducer elbow no 54.26 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 25 x 20 mm dia.

31.142.1B Providing and fixing in position G.I. reducer elbow no 78.89 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 32 x 20 mm dia.

31.142.1C Providing and fixing in position G.I. reducer elbow no 78.89 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 32 x 25 mm dia.

31.142.1D Providing and fixing in position G.I. reducer elbow no 127.48 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 40 x 20 mm dia.

31.142.1D1 Providing and fixing in position G.I. reducer elbow no 127.48 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 40 x 25 mm dia.

31.142.1E Providing and fixing in position G.I. reducer elbow no 127.48 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 40 x 32 mm dia.

31.142.1F Providing and fixing in position G.I. reducer elbow no 176.06 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 50 x 20 mm dia.

31.142.1F1 Providing and fixing in position G.I. reducer elbow no 176.07 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 50 x 25 mm dia.

31.142.1G Providing and fixing in position G.I. reducer elbow no 176.06 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 50 x 32 mm dia.

31.142.1H Providing and fixing in position G.I. reducer elbow no 176.06 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 50 x 40 mm dia.

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31.142.1I Providing and fixing in position G.I. reducer elbow no 235.23 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 65 x 20 mm dia.

31.142.1I1 Providing and fixing in position G.I. reducer elbow no 235.23 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 65 x 25 mm dia.

31.142.1J Providing and fixing in position G.I. reducer elbow no 235.23 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 65 x 32 mm dia.

31.142.1K Providing and fixing in position G.I. reducer elbow no 235.23 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 65 x 40 mm dia.

31.142.1L Providing and fixing in position G.I. reducer elbow no 235.23 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 65 x 50 mm dia.

31.142.1M Providing and fixing in position G.I. reducer elbow no 344.12 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 80 x 32 mm dia.

31.142.1N Providing and fixing in position G.I. reducer elbow no 344.12 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 80 x 40 mm dia.

31.142.1O Providing and fixing in position G.I. reducer elbow no 344.12 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 80 x 50 mm dia.

31.142.1P Providing and fixing in position G.I. reducer elbow no 344.12 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 80 x 65 mm dia.

31.142.1Q Providing and fixing in position G.I. reducer elbow no 482.38 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 100 x 40 mm dia.

31.142.1R Providing and fixing in position G.I. reducer elbow no 482.38 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 100 x 50 mm dia.

31.142.1S Providing and fixing in position G.I. reducer elbow no 482.38 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 100 x 65 mm dia.

31.142.1T Providing and fixing in position G.I. reducer elbow no 482.38 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 100 x 80 mm dia.

31.142.1U Providing and fixing in position G.I. reducer elbow no 815.34 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 125 x 50 mm dia.

31.142.1V Providing and fixing in position G.I. reducer elbow no 815.34 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 125 x 65 mm dia.

31.142.1W Providing and fixing in position G.I. reducer elbow no 815.34 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 125 x 80 mm dia.

31.142.1X Providing and fixing in position G.I. reducer elbow no 815.34 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 125 x 100 mm dia.

31.142.1Y Providing and fixing in position G.I. reducer elbow no 1212.14 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 150 x 50 mm dia.

31.142.1Z Providing and fixing in position G.I. reducer elbow no 1212.14 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 150 x 65 mm dia.

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31.142.2A Providing and fixing in position G.I. reducer elbow no 1212.14 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 150 x 80 mm dia.

31.142.2B Providing and fixing in position G.I. reducer elbow no 1212.14 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 150 x 100 mm dia.

31.142.2C Providing and fixing in position G.I. reducer elbow no 1212.14 (UNIQUE/R Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 150 x 125 mm dia.

31.143.1A Providing and fixing in position G.I. Hex nipple (UNIQUE/R no 25.62 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 15 mm dia.

31.143.1B Providing and fixing in position G.I. Hex nipple (UNIQUE/R no 29.14 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 20 mm dia.

31.143.1C Providing and fixing in position G.I. Hex nipple (UNIQUE/R no 34.31 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 25 mm dia.

31.143.1D Providing and fixing in position G.I. Hex nipple (UNIQUE/R no 47.22 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 32 mm dia.

31.143.1E Providing and fixing in position G.I. Hex nipple (UNIQUE/R no 59.45 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 40 mm dia.

31.143.1F Providing and fixing in position G.I. Hex nipple (UNIQUE/R no 82.21 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 50 mm dia.

31.143.1G Providing and fixing in position G.I. Hex nipple (UNIQUE/R no 121.43 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. ISI marked,including labour charges for jointing,jointing materials etc,complete - 65 mm dia.

31.143.1H Providing and fixing in position G.I. Hex nipple (UNIQUE/R no 152.90 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 80 mm dia.

31.143.1I Providing and fixing in position G.I. Hex nipple (UNIQUE/R no 206.69 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 100 mm dia.

31.144.1A Providing and fixing in position G.I. bend (UNIQUE/R no 40.87 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 15 mm dia.

31.144.1B Providing and fixing in position G.I. bend (UNIQUE/R no 53.78 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 20 mm dia.

31.144.1C Providing and fixing in position G.I. bend (UNIQUE/R no 60.12 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 25 mm dia.

31.144.1D Providing and fixing in position G.I. bend (UNIQUE/R no 78.89 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 32 mm dia.

31.144.1E Providing and fixing in position G.I. bend (UNIQUE/R no 92.29 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 40 mm dia.

31.144.1F Providing and fixing in position G.I. bend (UNIQUE/R no 117.40 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 50 mm dia.

31.144.1G Providing and fixing in position G.I. bend (UNIQUE/R no 141.38 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 65 mm dia.

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31.144.1H Providing and fixing in position G.I. bend (UNIQUE/R no 226.81 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 80 mm dia.

31.144.1I Providing and fixing in position G.I. bend (UNIQUE/R no 318.14 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 100 mm dia.

31.144.1J Providing and fixing in position G.I. bend (UNIQUE/R no 387.15 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 125 mm dia.

31.144.1K Providing and fixing in position G.I. bend (UNIQUE/R no 496.55 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 150 mm dia.

31.145.1A Providing and fixing in position G.I. coupling (UNIQUE/R no 29.14 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 15 mm dia.

31.145.1B Providing and fixing in position G.I. coupling (UNIQUE/R no 35.01 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 20 mm dia.

31.145.1C Providing and fixing in position G.I. coupling (UNIQUE/R no 42.52 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 25 mm dia.

31.145.1D Providing and fixing in position G.I. coupling (UNIQUE/R no 51.90 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 32 mm dia.

31.145.1E Providing and fixing in position G.I. coupling (UNIQUE/R no 62.96 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 40 mm dia.

31.145.1F Providing and fixing in position G.I. coupling (UNIQUE/R no 70.48 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and

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31.145.1G Providing and fixing in position G.I. coupling (UNIQUE/R no 88.59 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 65 mm dia.

31.145.1H Providing and fixing in position G.I. coupling (UNIQUE/R no 121.23 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 80 mm dia.

31.145.1I Providing and fixing in position G.I. coupling (UNIQUE/R no 165.63 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 100 mm dia.

31.145.1J Providing and fixing in position G.I. coupling (UNIQUE/R no 217.05 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 125 mm dia.

31.145.1K Providing and fixing in position G.I. coupling (UNIQUE/R no 273.65 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 150 mm dia.

31.146.1A Providing and fixing in position G.I. plug (UNIQUE/R no 13.89 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 15 mm dia.

31.146.1B Providing and fixing in position G.I. plug (UNIQUE/R no 16.24 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 20 mm dia.

31.146.1C Providing and fixing in position G.I. plug (UNIQUE/R no 20.23 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 25 mm dia.

31.146.1D Providing and fixing in position G.I. plug (UNIQUE/R no 35.48 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 32 mm dia.

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31.146.1E Providing and fixing in position G.I. plug (UNIQUE/R no 46.54 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 40 mm dia.

31.146.1F Providing and fixing in position G.I. plug (UNIQUE/R no 59.92 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 50 mm dia.

31.146.1G Providing and fixing in position G.I. plug (UNIQUE/R no 66.30 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 65 mm dia.

31.146.1H Providing and fixing in position G.I. plug (UNIQUE/R no 87.20 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 80 mm dia.

31.146.1I Providing and fixing in position G.I. plug (UNIQUE/R no 118.71 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 100 mm dia.

31.146.1J Providing and fixing in position G.I. plug (UNIQUE/R no 163.08 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 125 mm dia.

31.146.1K Providing and fixing in position G.I. plug (UNIQUE/R no 215.00 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 150 mm dia.

31.147.1A Providing and fixing in position G.I. cap (UNIQUE/R no 13.89 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 15 mm dia.

31.147.1B Providing and fixing in position G.I. cap (UNIQUE/R no 16.24 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 20 mm dia.

31.147.1C Providing and fixing in position G.I. cap (UNIQUE/R no 20.23 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and

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31.147.1D Providing and fixing in position G.I. cap (UNIQUE/R no 35.48 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 32 mm dia.

31.147.1E Providing and fixing in position G.I. cap (UNIQUE/R no 46.54 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 40 mm dia.

31.147.1F Providing and fixing in position G.I. cap (UNIQUE/R no 54.06 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 50 mm dia.

31.147.1G Providing and fixing in position G.I. cap (UNIQUE/R no 66.30 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 65 mm dia.

31.147.1H Providing and fixing in position G.I. cap (UNIQUE/R no 87.20 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 80 mm dia.

31.147.1I Providing and fixing in position G.I. cap (UNIQUE/R no 118.71 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 100 mm dia.

31.147.1J Providing and fixing in position G.I. cap (UNIQUE/R no 163.08 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 125 mm dia.

31.147.1K Providing and fixing in position G.I. cap (UNIQUE/R no 215.00 Brand/HB Brand/UI Brand) conforming to IS 1239 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 150 mm dia.

31.148.1A Providing and fixing in position G.I. pipe nipple 10cm long, no 35.01 including labour charges for jointing,jointing materials etc,complete -15 mm dia.

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 31.148.1B Providing and fixing in position G.I. pipe nipple 10cm long, no 40.87 including labour charges for jointing,jointing materials etc,complete -20 mm dia.

31.148.1B1 Providing and fixing in position G.I. pipe nipple 10cm long, no 52.63 including labour charges for jointing,jointing materials etc,complete -25 mm dia.

31.148.1C Providing and fixing in position G.I. pipe nipple 10cm long, no 73.02 including labour charges for jointing,jointing materials etc,complete -32 mm dia.

31.148.1D Providing and fixing in position G.I. pipe nipple 10cm long, no 98.16 including labour charges for jointing,jointing materials etc,complete -40 mm dia.

31.148.1E Providing and fixing in position G.I. pipe nipple 10cm long, no 123.27 including labour charges for jointing,jointing materials etc,complete -50 mm dia.

31.148.1F Providing and fixing in position G.I. pipe nipple 10cm long, no 135.51 including labour charges for jointing,jointing materials etc,complete -65 mm dia.

31.148.1G Providing and fixing in position G.I. pipe nipple 10cm long, no 149.38 including labour charges for jointing,jointing materials etc,complete -80 mm dia.

31.148.1H Providing and fixing in position G.I. pipe nipple 10cm long, no 175.01 including labour charges for jointing,jointing materials etc,complete -100 mm dia.

31.148.1I Providing and fixing in position G.I. pipe nipple 10cm long, no 316.77 including labour charges for jointing,jointing materials etc,complete -125 mm dia.

31.148.1J Providing and fixing in position G.I. pipe nipple 10cm long, no 361.63 including labour charges for jointing,jointing materials etc,complete -150 mm dia.

31.149.1A Providing and fixing in position G.I. pipe nipple 15cm long, no 40.87 including labour charges for jointing, jointing materials etc,complete -15 mm dia.

31.149.1B Providing and fixing in position G.I. pipe nipple 15cm long, no 52.60 including labour charges for jointing, jointing materials etc,complete -20 mm dia.

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31.149.1B1 Providing and fixing in position G.I. pipe nipple 15cm long, no 64.34 including labour charges for jointing, jointing materials etc,complete -25 mm dia.

31.149.1C Providing and fixing in position G.I. pipe nipple 15cm long, no 84.76 including labour charges for jointing, jointing materials etc,complete -32 mm dia.

31.149.1D Providing and fixing in position G.I. pipe nipple 15cm long, no 109.89 including labour charges for jointing, jointing materials etc,complete -40 mm dia.

31.149.1E Providing and fixing in position G.I. pipe nipple 15cm long, no 135.00 including labour charges for jointing, jointing materials etc,complete -50 mm dia.

31.149.1F Providing and fixing in position G.I. pipe nipple 15cm long, no 147.25 including labour charges for jointing, jointing materials etc,complete -65 mm dia.

31.149.1G Providing and fixing in position G.I. pipe nipple 15cm long, no 158.76 including labour charges for jointing, jointing materials etc,complete -80 mm dia.

31.149.1H Providing and fixing in position G.I. pipe nipple 15cm long, no 200.83 including labour charges for jointing, jointing materials etc,complete -100 mm dia.

31.149.1I Providing and fixing in position G.I. pipe nipple 15cm long, no 375.42 including labour charges for jointing, jointing materials etc,complete -125 mm dia.

31.149.1J Providing and fixing in position G.I. pipe nipple 15cm long, no 420.29 including labour charges for jointing, jointing materials etc,complete -150 mm dia.




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31.150.1C Providing and fixing in position G.I. pipe nipple 23cm long, no 102.35 including labour charges for jointing, jointing materials etc,complete -32 mm dia.











31.151.1C Providing and fixing in position G.I. pipe nipple 30cm long, no 114.08 including labour charges for jointing, jointing materials Karaikal Page 277

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. etc,complete -32 mm dia.








31.151.2A Proviing and fixing ferrule coforming to IS 2692 and ISI no 403.55 marked along with test cetificate,including labour charges for drilling,cutting,threading,fixing in distribution pipes etc.,complete -15mm dia

31.151.2B Proviing and fixing ferrule coforming to IS 2692 and ISI no 545.50 marked along with test cetificate,including labour charges for drilling,cutting,threading,fixing in distribution pipes etc.,complete -20mm dia

31.151.2C Proviing and fixing ferrule coforming to IS 2692 and ISI no 997.15 marked along with test cetificate,including labour charges for drilling,cutting,threading,fixing in distribution pipes etc.,complete -25mm dia

31.152.1A Providing and fixing mild steel bracket including no 369.53 bolts,nuts,rubber insertion, labour charges etc,complete-40 x Karaikal Page 278

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 20mm dia

31.152.1B Providing and fixing mild steel bracket including no 381.27 bolts,nuts,rubber insertion, labour charges etc,complete-50 x 20mm dia

31.152.1C Providing and fixing mild steel bracket including no 403.56 bolts,nuts,rubber insertion, labour charges etc,complete-65 x 20mm dia

31.152.1D Providing and fixing mild steel bracket including no 415.28 bolts,nuts,rubber insertion,labour charges etc,complete-65 x 40mm dia

31.152.1E Providing and fixing mild steel bracket including no 544.33 bolts,nuts,rubber insertion, labour charges etc,complete-65 x 50mm dia

31.152.1F Providing and fixing mild steel bracket including no 613.53 bolts,nuts,rubber insertion, labour charges etc,complete-80 x 20mm dia

31.152.1G Providing and fixing mild steel bracket including no 613.53 bolts,nuts,rubber insertion, labour charges etc,complete-80 x 40mm dia

31.152.1H Providing and fixing mild steel bracket including no 592.43 bolts,nuts,rubber insertion, labour charges etc,complete-80 x 50mm dia

31.152.1I Providing and fixing mild steel bracket including no 631.14 bolts,nuts,rubber insertion, labour charges etc,complete-80 x 65mm dia

31.152.1J Providing and fixing mild steel bracket including no 692.14 bolts,nuts,rubber insertion, labour charges etc,complete-100 x 20mm dia

31.152.1K Providing and fixing mild steel bracket including no 700.35 bolts,nuts,rubber insertion, labour charges etc,complete-100 x 40mm dia

31.152.1L Providing and fixing mild steel bracket including no 700.35 bolts,nuts,rubber insertion, labour charges etc,complete-100 x 50mm dia

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 31.152.1M Providing and fixing mild steel bracket including no 710.91 bolts,nuts,rubber insertion, labour charges etc,complete-100 x 65mm dia

31.152.1N Providing and fixing mild steel bracket including no 710.91 bolts,nuts,rubber insertion, labour charges etc,complete-100 x 80mm dia

31.152.1O Providing and fixing mild steel bracket including no 763.70 bolts,nuts,rubber insertion, labour charges etc,complete-125 x 20mm dia

31.152.1P Providing and fixing mild steel bracket including no 781.30 bolts,nuts,rubber insertion, labour charges etc,complete-125 x40mm dia

31.152.1Q Providing and fixing mild steel bracket including no 781.30 bolts,nuts,rubber insertion, labour charges etc,complete-125 x 50mm dia

31.152.1R Providing and fixing mild steel bracket including no 803.59 bolts,nuts,rubber insertion, labour charges etc,complete-125 x 65mm dia

31.152.1S Providing and fixing mild steel bracket including no 803.59 bolts,nuts,rubber insertion, labour charges etc,complete-125 x 80mm dia

31.152.1T Providing and fixing mild steel bracket including no 844.64 bolts,nuts,rubber insertion, labour charges etc,complete-125 x 100mm dia

31.152.1U Providing and fixing mild steel bracket including no 866.93 bolts,nuts,rubber insertion, labour charges etc,complete-150 x 65mm dia

31.152.1V Providing and fixing mild steel bracket including no 866.93 bolts,nuts,rubber insertion, labour charges etc,complete-150 x 80mm dia

31.152.1W Providing and fixing mild steel bracket including no 926.77 bolts,nuts,rubber insertion, labour charges etc,complete-150 x 100mm dia

31.152.1X Providing and fixing mild steel bracket including no 985.42 bolts,nuts,rubber insertion, labour charges etc,complete-150 x 125mm dia

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31.152.1Y Providing and fixing mild steel bracket including no 1010.05 bolts,nuts,rubber insertion, labour charges etc,complete-200 x 65mm dia

31.152.1Z Providing and fixing mild steel bracket including no 1010.05 bolts,nuts,rubber insertion, labour charges etc,complete-200 x 80mm dia

31.152.2A Providing and fixing mild steel bracket including no 1054.63 bolts,nuts,rubber insertion, labour charges etc,complete-200 x 100mm dia

31.152.2B Providing and fixing mild steel bracket including no 1054.63 bolts,nuts,rubber insertion, labour charges etc,complete-200 x 125mm dia

31.152.2C Providing and fixing mild steel bracket including no 1200.09 bolts,nuts,rubber insertion, labour charges etc,complete-250 x 65mm dia

31.152.2D Providing and fixing mild steel bracket including no 1200.09 bolts,nuts,rubber insertion, labour charges etc,complete-250 x 80mm dia

31.152.2E Providing and fixing mild steel bracket including no 1243.50 bolts,nuts,rubber insertion, labour charges etc,complete-250 x 100mm dia

31.152.2F Providing and fixing mild steel bracket including no 1243.50 bolts,nuts,rubber insertion, labour charges etc,complete-250 x 125mm dia

31.152.2G Providing and fixing mild steel bracket including no 1289.26 bolts,nuts,rubber insertion, labour charges etc,complete-250 x 150mm dia

31.152.2H Providing and fixing mild steel bracket including no 1430.03 bolts,nuts,rubber insertion, labour charges etc,complete-300 x 65mm dia

31.152.2I Providing and fixing mild steel bracket including no 1430.03 bolts,nuts,rubber insertion, labour charges etc,complete-300 x 80mm dia

31.152.2J Providing and fixing mild steel bracket including no 1430.03 bolts,nuts,rubber insertion, labour charges etc,complete-300 x 100mm dia

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31.152.2K Providing and fixing mild steel bracket including no 1430.03 bolts,nuts,rubber insertion, labour charges etc,complete-300 x 125mm dia

31.153.1A Providing and fixing mild steel flange including no 309.71 bolts,nuts,rubber insertion, labour charges etc,complete-40mm dia

31.153.1B Providing and fixing mild steel flange including no 326.13 bolts,nuts,rubber insertion, labour charges etc,complete-50mm dia

31.153.1C Providing and fixing mild steel flange including no 404.73 bolts,nuts,rubber insertion, labour charges etc,complete-65mm dia

31.153.1D Providing and fixing mild steel flange including no 462.21 bolts,nuts,rubber insertion, labour charges etc,complete-80mm dia

31.153.1E Providing and fixing mild steel flange including no 601.81 bolts,nuts,rubber insertion, labour charges etc,complete- 100mm dia

31.153.1F Providing and fixing mild steel flange including no 1117.98 bolts,nuts,rubber insertion, labour charges etc,complete- 125mm dia

31.153.1G Providing and fixing mild steel flange including no 1371.37 bolts,nuts,rubber insertion, labour charges etc,complete- 150mm dia

31.154.1A Providing and fixing reducing mild steel flange including no 801.23 necessary bolts,nuts,rubber insertion, labour charges etc,complete-100 x 80mm dia

31.154.1B Providing and fixing reducing mild steel flange including no 1117.98 necessary bolts,nuts,rubber insertion, labour charges etc,complete-125 x 80mm dia

31.154.1C Providing and fixing reducing mild steel flange including no 1117.98 necessary bolts,nuts,rubber insertion, labour charges etc,complete-125 x 100mm dia

31.154.1D Providing and fixing reducing mild steel flange including no 1371.37 necessary bolts,nuts,rubber insertion, labour charges Karaikal Page 282

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. etc,complete-150 x 80mm dia

31.154.1E Providing and fixing reducing mild steel flange including no 1371.37 necessary bolts,nuts,rubber insertion, labour charges etc,complete-150 x 100mm dia

31.154.1F Providing and fixing reducing mild steel flange including no 1371.37 necessary bolts,nuts,rubber insertion, labour charges etc,complete-150 x 125mm dia

31.160.1A Providing, laying and jointing UPVC pipes(Finolex/Jain) (1 metre 19.80 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 20mm dia.

31.160.1B Providing, laying and jointing UPVC pipes(Finolex/Jain) (1 metre 27.44 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 25mm dia.

31.160.1C Providing, laying and jointing UPVC pipes(Finolex/Jain) (1 metre 41.86 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 32mm dia.

31.160.1D Providing, laying and jointing UPVC pipes(Finolex/Jain) (1 metre 62.25 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 40mm dia.

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 31.160.1E Providing, laying and jointing UPVC pipes(Finolex/Jain) (1 metre 92.93 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 50mm dia.

31.160.1F Providing, laying and jointing UPVC pipes(Finolex/Jain) (1 metre 139.95 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 63mm dia.

31.160.1G Providing, laying and jointing UPVC pipes(Finolex/Jain) (1 metre 195.99 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 75mm dia.

31.160.1H Providing, laying and jointing UPVC pipes(Finolex/Jain) (1 metre 278.18 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excludingUPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 90mm dia.

31.160.1I Providing, laying and jointing UPVC pipes(Finolex/Jain) (1 metre 391.43 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 110mm dia.

31.160.1J Providing, laying and jointing UPVC pipes(Finolex/Jain) (1 metre 626.70 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the Karaikal Page 284

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 140mm dia.

31.160.1K Providing, laying and jointing UPVC pipes(Finolex/Jain) (1 metre 815.74 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 160mm dia.

31.160.1L Providing, laying and jointing UPVC pipes(Finolex/Jain) (1 metre 1055.00 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 180mm dia.

31.160.1M Providing, laying and jointing UPVC pipes(Finolex/Jain) (1 metre 1301.59 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 200mm dia.

31.161.1A Providing, laying and jointing UPVC pipes(Finolex/Jain) (0.6 metre 41.74 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 40mm dia.

31.161.1B Providing, laying and jointing UPVC pipes(Finolex/Jain) (0.6 metre 59.67 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent Karaikal Page 285

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. cement,UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 50mm dia.

31.161.1C Providing, laying and jointing UPVC pipes(Finolex/Jain) (0.6 metre 94.86 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 63mm dia.

31.161.1D Providing, laying and jointing UPVC pipes(Finolex/Jain) (0.6 metre 127.75 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 75mm dia.

31.161.1E Providing, laying and jointing UPVC pipes(Finolex/Jain) (0.6 metre 169.42 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 90mm dia.

31.161.1F Providing, laying and jointing UPVC pipes(Finolex/Jain) (0.6 metre 243.32 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 110mm dia.

31.161.1G Providing, laying and jointing UPVC pipes(Finolex/Jain) (0.6 metre 397.29 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. CPWD specification. - 140mm dia.

31.161.1H Providing, laying and jointing UPVC pipes(Finolex/Jain) (0.6 metre 507.98 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 160mm dia.

31.161.1I Providing, laying and jointing UPVC pipes(Finolex/Jain) (0.6 metre 637.25 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 180mm dia.

31.161.1J Providing, laying and jointing UPVC pipes(Finolex/Jain) (0.6 metre 782.13 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 200mm dia.

31.162.1A Providing, laying and jointing UPVC pipes(Finolex/Jain) (0.4 metre 66.10 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 63mm dia.

31.162.1B Providing, laying and jointing UPVC pipes(Finolex/Jain) (0.4 metre 90.80 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 75mm dia.

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31.162.1C Providing, laying and jointing UPVC pipes(Finolex/Jain) (0.4 metre 119.91 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 90mm dia.

31.162.1D Providing, laying and jointing UPVC pipes(Finolex/Jain) (0.4 metre 168.71 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 110mm dia.

31.162.1E Providing, laying and jointing UPVC pipes(Finolex/Jain) (0.4 metre 274.53 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 140mm dia.

31.162.1F Providing, laying and jointing UPVC pipes(Finolex/Jain) (0.4 metre 358.99 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 160mm dia.

31.162.1G Providing, laying and jointing UPVC pipes(Finolex/Jain) (0.4 metre 458.59 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 180mm dia.

31.162.1H Providing, laying and jointing UPVC pipes(Finolex/Jain) (0.4 metre 562.41 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the Karaikal Page 288

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 200mm dia.

31.164.1A Providing and fixing in position UPVC moulded equal Tee no 21.12 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 20mm dia

31.164.1B Providing and fixing in position UPVC moulded equal Tee no 21.63 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 25mm dia

31.164.1C Providing and fixing in position UPVC moulded equal Tee no 38.01 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 32mm dia

31.164.1D Providing and fixing in position UPVC moulded equal Tee no 46.05 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 40mm dia

31.164.1E Providing and fixing in position UPVC moulded equal Tee no 61.47 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 50mm dia

31.164.1F Providing and fixing in position UPVC moulded equal Tee no 86.10 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 63mm dia

31.164.1G Providing and fixing in position UPVC moulded equal Tee no 138.20 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 75mm dia

31.164.1H Providing and fixing in position UPVC moulded equal Tee no 190.98 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90mm dia

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 31.164.1I Providing and fixing in position UPVC moulded equal Tee no 273.10 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110mm dia

31.164.1J Providing and fixing in position UPVC moulded equal Tee no 80.71 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 75mm dia

31.164.1K Providing and fixing in position UPVC moulded equal Tee no 98.31 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90mm dia

31.164.1L Providing and fixing in position UPVC moulded equal Tee no 151.10 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110mm dia

31.164.1M Providing and fixing in position UPVC moulded equal Tee no 237.79 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 140mm dia

31.164.1N Providing and fixing in position UPVC moulded equal Tee no 294.69 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160mm dia

31.165.1A Providing and fixing in position UPVC moulded unequal Tee no 98.13 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 63 x 50mm dia

31.165.1B Providing and fixing in position UPVC moulded unequal Tee no 126.63 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 75 x 50mm dia

31.165.1C Providing and fixing in position UPVC moulded unequal Tee no 171.15 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90 x 50mm dia

31.165.1D Providing and fixing in position UPVC moulded unequal Tee no 179.25 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing Karaikal Page 290

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. materials etc,complete - 90 x 63mm dia

31.165.1E Providing and fixing in position UPVC moulded unequal Tee no 208.23 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90 x 75mm dia

31.165.1F Providing and fixing in position UPVC moulded unequal Tee no 260.20 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110 x 50mm dia

31.165.1G Providing and fixing in position UPVC moulded unequal Tee no 250.81 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110 x 63mm dia

31.165.1H Providing and fixing in position UPVC moulded unequal Tee no 214.44 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110 x 90mm dia

31.165.1I Providing and fixing in position UPVC moulded unequal Tee no 352.17 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 140 x 50mm dia

31.165.1J Providing and fixing in position UPVC moulded unequal Tee no 450.71 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 140 x 63mm dia

31.165.1K Providing and fixing in position UPVC moulded unequal Tee no 375.29 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 140 x 90mm dia

31.165.1L Providing and fixing in position UPVC moulded unequal Tee no 333.40 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 140 x 110mm dia

31.165.1M Providing and fixing in position UPVC moulded unequal Tee no 511.71 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160 x 50mm dia

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31.165.1N Providing and fixing in position UPVC moulded unequal Tee no 579.11 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160 x 63mm dia

31.165.1O Providing and fixing in position UPVC moulded unequal Tee no 472.99 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160 x 90mm dia

31.165.1P Providing and fixing in position UPVC moulded unequal Tee no 452.12 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160 x 110mm dia

31.165.1Q Providing and fixing in position UPVC moulded unequal Tee no 915.74 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160 x 140mm dia

31.166.1A Providing and fixing in position UPVC moulded plain coupler no 16.36 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 20mm dia

31.166.1B Providing and fixing in position UPVC moulded plain coupler no 20.06 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 25mm dia

31.166.1C Providing and fixing in position UPVC moulded plain coupler no 28.93 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 32mm dia

31.166.1D Providing and fixing in position UPVC moulded plain coupler no 37.54 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 40mm dia

31.166.1E Providing and fixing in position UPVC moulded plain coupler no 50.90 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 50mm dia

31.166.1F Providing and fixing in position UPVC moulded plain coupler no 81.41 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. marked,including labour charges for jointing, jointing materials etc,complete - 63mm dia

31.166.1G Providing and fixing in position UPVC moulded plain coupler no 114.74 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 75mm dia

31.166.1H Providing and fixing in position UPVC moulded plain coupler no 162.83 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90mm dia

31.166.1I Providing and fixing in position UPVC moulded plain coupler no 189.81 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110mm dia

31.166.1J Providing and fixing in position UPVC moulded plain coupler no 228.99 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 140mm dia

31.166.1K Providing and fixing in position UPVC moulded plain coupler no 202.01 (Finolex/Jain)(0.4 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160mm dia

31.167.1A Providing and fixing in position UPVC moulded reducer no 13.55 coupler (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 25 x 20mm dia

31.167.1B Providing and fixing in position UPVC moulded reducer no 23.99 coupler (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 32 x 25mm dia

31.167.1C Providing and fixing in position UPVC moulded reducer no 27.21 coupler (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 40 x 32mm dia

31.167.1D Providing and fixing in position UPVC moulded reducer no 38.89 coupler (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 50 x 40mm dia

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31.167.1E Providing and fixing in position UPVC moulded reducer no 35.54 coupler (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 63 x 40mm dia

31.167.1F Providing and fixing in position UPVC moulded reducer no 36.25 coupler (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 63 x 50mm dia

31.167.1G Providing and fixing in position UPVC moulded reducer no 66.87 coupler (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 75 x 63mm dia

31.167.1H Providing and fixing in position UPVC moulded reducer no 76.60 coupler (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90 x 63mm dia

31.167.1I Providing and fixing in position UPVC moulded reducer no 85.41 coupler (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90 x 75mm dia

31.167.1J Providing and fixing in position UPVC moulded reducer no 115.91 coupler (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110 x 75mm dia

31.167.1K Providing and fixing in position UPVC moulded reducer no 109.44 coupler (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110 x 90mm dia

31.167.1L Providing and fixing in position UPVC moulded reducer no 239.32 coupler (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160 x 110mm dia

31.167.1M Providing and fixing in position UPVC moulded reducer no 245.07 coupler (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160 x 140mm dia

31.168.1A Providing and fixing in position UPVC moulded elbow no 12.79 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI

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31.168.1B Providing and fixing in position UPVC moulded elbow no 14.48 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 25mm dia

31.168.1C Providing and fixing in position UPVC moulded elbow no 24.63 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 32mm dia

31.168.1D Providing and fixing in position UPVC moulded elbow no 34.02 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 40mm dia

31.168.1E Providing and fixing in position UPVC moulded elbow no 45.05 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 50mm dia

31.168.1F Providing and fixing in position UPVC moulded elbow no 62.05 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 63mm dia

31.168.1G Providing and fixing in position UPVC moulded elbow no 91.27 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 75mm dia

31.168.1H Providing and fixing in position UPVC moulded elbow no 139.37 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90mm dia

31.168.1I Providing and fixing in position UPVC moulded elbow no 250.81 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110mm dia

31.168.1J Providing and fixing in position UPVC moulded elbow no 33.44 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 63mm dia

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31.168.1K Providing and fixing in position UPVC moulded elbow no 57.60 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 75mm dia

31.168.1L Providing and fixing in position UPVC moulded elbow no 73.67 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90mm dia

31.168.1M Providing and fixing in position UPVC moulded elbow no 98.89 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110mm dia

31.168.1N Providing and fixing in position UPVC moulded elbow no 181.49 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 140mm dia

31.168.1O Providing and fixing in position UPVC moulded elbow no 264.19 (Finolex/Jain)(0.4 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160mm dia

31.169.1A Providing and fixing in position UPVC moulded male no 17.54 threaded adopter (Finolex/Jain)(1 Mpa)conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -20 x 15mm dia

31.169.1B Providing and fixing in position UPVC moulded male no 22.52 threaded adopter (Finolex/Jain)(1 Mpa)conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -25 x 20mm dia

31.169.1C Providing and fixing in position UPVC moulded male no 43.18 threaded adopter (Finolex/Jain)(1 Mpa)conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -32 x 25mm dia

31.169.1D Providing and fixing in position UPVC moulded male no 48.45 threaded adopter (Finolex/Jain)(1 Mpa)conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -40 x 32mm dia

31.169.1E Providing and fixing in position UPVC moulded male no 53.14 threaded adopter (Finolex/Jain)(0.6 Mpa)conforming to IS

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -50 x 40mm dia

31.169.1F Providing and fixing in position UPVC moulded male no 60.77 threaded adopter (Finolex/Jain)(0.6 Mpa)conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -63 x 50mm dia

31.169.1G Providing and fixing in position UPVC moulded male no 104.64 threaded adopter (Finolex/Jain)(0.6 Mpa)conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -75 x 63mm dia

31.169.1H Providing and fixing in position UPVC moulded male no 128.10 threaded adopter (Finolex/Jain)(0.6 Mpa)conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -90 x 75mm dia

31.169.1I Providing and fixing in position UPVC moulded male no 153.91 threaded adopter (Finolex/Jain)(0.6 Mpa)conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -110 x 90mm dia

31.170.1A Providing and fixing in position UPVC moulded female no 25.34 threaded adopter (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -20 x 15mm dia

31.170.1B Providing and fixing in position UPVC moulded female no 27.74 threaded adopter (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -25x 20mm dia

31.170.1C Providing and fixing in position UPVC moulded female no 46.69 threaded adopter (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -32 x 25mm dia

31.170.1D Providing and fixing in position UPVC moulded female no 109.93 threaded adopter (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -75 x 63mm dia

31.170.1E Providing and fixing in position UPVC moulded female no 131.62 threaded adopter (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -90 x 63mm dia

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31.170.1F Providing and fixing in position UPVC moulded female no 139.83 threaded adopter (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -90 x 75mm dia

31.171.1A Providing and fixing in position UPVC moulded endcap no 11.50 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 20mm dia

31.171.1B Providing and fixing in position UPVC moulded endcap no 12.73 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 25mm dia

31.171.1C Providing and fixing in position UPVC moulded endcap no 21.77 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 32mm dia

31.171.1D Providing and fixing in position UPVC moulded endcap no 30.33 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 40mm dia

31.171.1E Providing and fixing in position UPVC moulded endcap no 35.20 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 50mm dia

31.171.1F Providing and fixing in position UPVC moulded endcap no 38.89 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 63mm dia

31.171.1G Providing and fixing in position UPVC moulded endcap no 64.47 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 75mm dia

31.171.1H Providing and fixing in position UPVC moulded endcap no 86.58 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90mm dia

31.171.1I Providing and fixing in position UPVC moulded endcap no 92.45 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI

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31.171.1J Providing and fixing in position UPVC moulded endcap no 155.09 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 140mm dia

31.171.1K Providing and fixing in position UPVC moulded endcap no 194.57 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160mm dia

31.171.1L Providing and fixing in position UPVC moulded endcap no 289.42 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 180mm dia

31.171.1M Providing and fixing in position UPVC moulded endcap no 335.16 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 200mm dia

31.172.1A Providing and fixing in position UPVC moulded tail piece no 38.01 without flange(Finolex/Jain) (0.6 Mpa)conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 63mm dia

31.172.1B Providing and fixing in position UPVC moulded tail piece no 59.00 without flange(Finolex/Jain) (0.6 Mpa)conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 75mm dia

31.172.1C Providing and fixing in position UPVC moulded tail piece no 61.94 without flange(Finolex/Jain) (0.6 Mpa)conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90mm dia

31.172.1D Providing and fixing in position UPVC moulded tail piece no 73.39 without flange(Finolex/Jain) (0.6 Mpa)conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110mm dia

31.172.1E Providing and fixing in position UPVC moulded tail piece no 143.35 without flange(Finolex/Jain) (0.6 Mpa)conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 140mm dia

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31.172.1F Providing and fixing in position UPVC moulded tail piece no 184.42 without flange(Finolex/Jain) (0.6 Mpa)conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160mm dia

31.172.1G Providing and fixing in position UPVC moulded tail piece no 295.27 without flange(Finolex/Jain) (0.6 Mpa)conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 180mm dia

31.172.1H Providing and fixing in position UPVC moulded tail piece no 370.36 without flange(Finolex/Jain) (0.6 Mpa)conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 200mm dia

31.173.1A Providing and fixing in position UPVC moulded saddle set no 68.15 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 63 x 20mm dia

31.173.1B Providing and fixing in position UPVC moulded saddle set no 85.23 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 75 x 20mm dia

31.173.1C Providing and fixing in position UPVC moulded saddle set no 91.45 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90 x 20mm dia

31.173.1D Providing and fixing in position UPVC moulded saddle set no 103.53 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110 x 20mm dia

31.173.1E Providing and fixing in position UPVC moulded saddle set no 201.42 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 140 x 20mm dia

31.173.1F Providing and fixing in position UPVC moulded saddle set no 234.86 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160 x 20mm dia

31.174.1A Providing and fixing in position UPVC fabricated coupler no 34.48 (Finolex/Jain)(0.4 Mpa) conforming to IS 7834 part II and ISI

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. marked,including labour charges for jointing, jointing materials etc,complete - 63 mm dia

31.174.1B Providing and fixing in position UPVC fabricated coupler no 57.25 (Finolex/Jain)(0.4 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 75 mm dia

31.174.1C Providing and fixing in position UPVC fabricated coupler no 72.73 (Finolex/Jain)(0.4 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90 mm dia

31.174.1D Providing and fixing in position UPVC fabricated coupler no 119.42 (Finolex/Jain)(0.4 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110 mm dia

31.174.1E Providing and fixing in position UPVC fabricated coupler no 209.05 (Finolex/Jain)(0.4 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 140 mm dia

31.174.1F Providing and fixing in position UPVC fabricated coupler no 238.37 (Finolex/Jain)(0.4 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160 mm dia

31.174.1G Providing and fixing in position UPVC fabricated coupler no 336.34 (Finolex/Jain)(0.4 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 180 mm dia

31.174.1H Providing and fixing in position UPVC fabricated coupler no 371.53 (Finolex/Jain)(0.4 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 200 mm dia

31.175.1A Providing and fixing in position UPVC fabricated coupler no 38.01 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 63 mm dia

31.175.1B Providing and fixing in position UPVC fabricated coupler no 59.60 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 75 mm dia

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31.175.1C Providing and fixing in position UPVC fabricated coupler no 77.19 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90 mm dia

31.175.1D Providing and fixing in position UPVC fabricated coupler no 99.49 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110 mm dia

31.175.1E Providing and fixing in position UPVC fabricated coupler no 171.51 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 140 mm dia

31.175.1F Providing and fixing in position UPVC fabricated coupler no 213.74 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160 mm dia

31.175.1G Providing and fixing in position UPVC fabricated coupler no 324.60 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 180 mm dia

31.175.1H Providing and fixing in position UPVC fabricated coupler no 383.26 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 200 mm dia

31.176.1A Providing and fixing in position UPVC fabricated coupler no 42.23 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 63 mm dia

31.176.1B Providing and fixing in position UPVC fabricated coupler no 65.46 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 75 mm dia

31.176.1C Providing and fixing in position UPVC fabricated coupler no 86.58 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90 mm dia

31.176.1D Providing and fixing in position UPVC fabricated coupler no 113.56 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI

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31.176.1E Providing and fixing in position UPVC fabricated coupler no 198.49 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 140 mm dia

31.176.1F Providing and fixing in position UPVC fabricated coupler no 279.44 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160 mm dia

31.176.1G Providing and fixing in position UPVC fabricated coupler no 400.86 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 180 mm dia

31.176.1H Providing and fixing in position UPVC fabricated coupler no 447.78 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 200 mm dia

31.177.1A Providing and fixing in position UPVC fabricated bend no 46.22 (Finolex/Jain)(0.4 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 63 mm dia

31.177.1B Providing and fixing in position UPVC fabricated bend no 83.06 (Finolex/Jain)(0.4 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 75 mm dia

31.177.1C Providing and fixing in position UPVC fabricated bend no 113.56 (Finolex/Jain)(0.4 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90 mm dia

31.177.1D Providing and fixing in position UPVC fabricated bend no 148.75 (Finolex/Jain)(0.4 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110 mm dia

31.177.1E Providing and fixing in position UPVC fabricated bend no 272.40 (Finolex/Jain)(0.4 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 140 mm dia

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31.177.1F Providing and fixing in position UPVC fabricated bend no 426.07 (Finolex/Jain)(0.4 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160 mm dia

31.177.1G Providing and fixing in position UPVC fabricated bend no 688.27 (Finolex/Jain)(0.4 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 180 mm dia

31.177.1H Providing and fixing in position UPVC fabricated bend no 834.91 (Finolex/Jain)(0.4 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 200 mm dia

31.178.1A Providing and fixing in position UPVC fabricated bend no 63.81 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 63 mm dia

31.178.1B Providing and fixing in position UPVC fabricated bend no 101.83 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 75 mm dia

31.178.1C Providing and fixing in position UPVC fabricated bend no 148.75 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90 mm dia

31.178.1D Providing and fixing in position UPVC fabricated bend no 195.68 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110 mm dia

31.178.1E Providing and fixing in position UPVC fabricated bend no 402.61 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 140 mm dia

31.178.1F Providing and fixing in position UPVC fabricated bend no 566.84 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160 mm dia

31.178.1G Providing and fixing in position UPVC fabricated bend no 905.29 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI

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31.178.1H Providing and fixing in position UPVC fabricated bend no 1365.16 (Finolex/Jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 200 mm dia

31.179.1A Providing and fixing in position UPVC fabricated bend no 97.83 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 63 mm dia

31.179.1B Providing and fixing in position UPVC fabricated bend no 142.88 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 75 mm dia

31.179.1C Providing and fixing in position UPVC fabricated bend no 195.68 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90 mm dia

31.179.1D Providing and fixing in position UPVC fabricated bend no 271.93 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110 mm dia

31.179.1E Providing and fixing in position UPVC fabricated bend no 572.71 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 140 mm dia

31.179.1F Providing and fixing in position UPVC fabricated bend no 907.05 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160 mm dia

31.179.1G Providing and fixing in position UPVC fabricated bend no 1485.99 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 180 mm dia

31.179.1H Providing and fixing in position UPVC fabricated bend no 2131.20 (Finolex/Jain)(1 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 200 mm dia

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31.250.1A Supplying of electrically operated wet type submersible motor no 26629.71 and pumpset (Texmo/KSB/Taro/Kirloskar make), AC 3 phase, 415 volts, 50 Hz, 2900-3000 RPM. The pump shall have brass impeller, high grade steel shaft with sufficient stages having outlet size of 2"/2.5"/3" dia. to suit the borewell (150 / 200mm dia.), complete.The rate includes, all taxes, freight, etc., FOR at site in Puducherry. The pumpset shall be guaranteed for a period of one year from the date of commissioning.(5 HP Submersible motor and pumpset).

31.250.1B Supplying of electrically operated wet type submersible motor no 25163.32 and pumpset (Texmo/KSB/Taro/Kirloskar make), AC 3 phase, 415 volts, 50 Hz, 2900-3000 RPM. The pump shall have brass impeller, high grade steel shaft with sufficient stages with suitable suction and delivery sizes, complete. The rate includes, all taxes, freight, etc., FOR at site in Puducherry. The pumpset shall be guaranteed for a period of one year from the date of commissioning.(5 HP Submersible motor and pumpset open well)

31.250.1C Supplying of electrically operated wet type submersible motor no 34254.96 and pumpset (Texmo/KSB/Taro/Kirloskar make), AC 3 phase, 415 volts, 50 Hz, 2900-3000 RPM. The pump shall have brass impeller, high grade steel shaft with sufficient stages having outlet size of 2"/2.5"/3" dia. to suit the borewell (150 / 200mm dia.), complete. The rate includes, all taxes, freight, etc., FOR at site in Puducherry. The pumpset shall be guaranteed for a period of one year from the date of commissioning.(7.5 HP Submersible motor and pumpset).

31.250.1D Supplying of electrically operated wet type submersible motor no 30095.09 and pumpset (Texmo/KSB/Taro/Kirloskar make), AC 3 phase, 415 volts, 50 Hz, 2900-3000 RPM. The pump shall have brass impeller, high grade steel shaft with sufficient stages with suitable suction and delivery sizes, complete. The rate includes, all taxes, freight, etc., FOR at site in Puducherry. The pumpset shall be guaranteed for a period of one year from the date of commissioning.(7.5 HP Submersible motor and pumpset open well).

31.250.1E Supplying of electrically operated wet type submersible motor no 40677.76 and pumpset (Texmo/KSB/Taro/Kirloskar make), AC 3 phase, 415 volts, 50 Hz, 2900-3000 RPM. The pump shall have brass impeller, high grade steel shaft with sufficient stages having outlet size of 2"/2.5"/3" dia. to suit the borewell (150 / 200mm dia.), complete.The rate includes, all taxes, freight, etc., FOR at site in Puducherry. The pumpset shall be guaranteed for a period of one year from the date of Karaikal Page 306

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. commissioning.(10 HP Submersible motor and pumpset).

31.250.1F Supplying of electrically operated wet type submersible motor no 40912.38 and pumpset (Texmo/KSB/Taro/Kirloskar make), AC 3 phase, 415 volts, 50 Hz, 2900-3000 RPM. The pump shall have brass impeller, high grade steel shaft with sufficient stages with suitable suction and delivery sizes, complete. The rate includes, all taxes, freight, etc., FOR at site in Puducherry. The pumpset shall be guaranteed for a period of one year from the date of commissioning.(10 HP Submersible motor and pumpset open Well).

31.250.1G Supplying of electrically operated wet type submersible motor no 46079.96 and pumpset (Texmo/KSB/Taro/Kirloskar make), AC 3 phase, 415 volts, 50 Hz, 2900-3000 RPM. The pump shall have brass impeller, high grade steel shaft with sufficient stages having outlet size of 2"/2.5"/3" dia. to suit the borewell (150 / 200mm dia.), complete.The rate includes, all taxes, freight, etc., FOR at site in Puducherry. The pumpset shall be guaranteed for a period of one year from the date of commissioning.(12.5 HP Submersible motor and pumpset).

31.250.1H Supplying of electrically operated wet type submersible motor no 52350.26 and pumpset (Texmo/KSB/Taro/Kirloskar make), AC 3 phase, 415 volts, 50 Hz, 2900-3000 RPM. The pump shall have brass impeller, high grade steel shaft with sufficient stages having outlet size of 2"/2.5"/3" dia. to suit the borewell (150 / 200mm dia.), complete. The rate includes, all taxes, freight, etc., FOR at site in Puducherry. The pumpset shall be guaranteed for a period of one year from the date of commissioning.(15 HP Submersible motor and pumpset).

31.250.1I Supplying of electrically operated wet type submersible motor no 58648.71 and pumpset (Texmo/KSB/Taro/Kirloskar make), AC 3 phase, 415 volts, 50 Hz, 2900-3000 RPM. The pump shall have brass impeller, high grade steel shaft with sufficient stages having outlet size of 2"/2.5"/3"/4" dia. to suit the borewell (150 / 200mm dia.), complete.The rate includes, all taxes, freight, etc., FOR at site in Puducherry. The pumpset shall be guaranteed for a period of one year from the date of commissioning.(17.5 HP Submersible motor and pumpset).

31.250.1J Supplying of electrically operated wet type submersible motor no 63160.51 and pumpset (Texmo/KSB/Taro/Kirloskar make), AC 3 phase, 415 volts, 50 Hz, 2900-3000 RPM. The pump shall have brass impeller, high grade steel shaft with sufficient stages having outlet size of 2"/2.5"/3"/4" dia. to suit the borewell Karaikal Page 307

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. (150 / 200mm dia.), complete. The rate includes, all taxes, freight, etc., FOR at site in Puducherry. The pumpset shall be guaranteed for a period of one year from the date of commissioning.(20 HP Submersible motor and pumpset).

31.250.1K Supplying of electrically operated wet type submersible motor no 73788.93 and pumpset (Texmo/KSB/Taro/Kirloskar make), AC 3 phase, 415 volts, 50 Hz, 2900-3000 RPM. The pump shall have brass impeller, high grade steel shaft with sufficient stages having outlet size of 2"/2.5"/3"/4" dia. to suit the borewell (150 / 200mm dia.), complete.The rate includes, all taxes, freight, etc., FOR at site in Puducherry. The pumpset shall be guaranteed for a period of one year from the date of commissioning.(25 HP Submersible motor and pumpset).

31.250.1L Supplying of electrically operated wet type submersible motor no 82094.59 and pumpset (Texmo/KSB/Taro/Kirloskar make), AC 3 phase, 415 volts, 50 Hz, 2900-3000 RPM. The pump shall have brass impeller, high grade steel shaft with sufficient stages having outlet size of 2"/2.5"/3"/4" dia. to suit the borewell (150 / 200mm dia.), complete.The rate includes, all taxes, freight, etc., FOR at site in Puducherry. The pumpset shall be guaranteed for a period of one year from the date of commissioning.(30 HP Submersible motor and pumpset).

31.250.1M Supplying of electrically operated wet type submersible motor no 88488.07 and pumpset (Texmo/KSB/Taro/Kirloskar make), AC 3 phase, 415 volts, 50 Hz, 2900-3000 RPM. The pump shall have brass impeller, high grade steel shaft with sufficient stages having outlet size of 2"/2.5"/3"/4" dia. to suit the borewell (150 / 200mm dia.), complete. The rate includes, all taxes, freight, etc., FOR at site in Puducherry. The pumpset shall be guaranteed for a period of one year from the date of commissioning.(35 HP Submersible motor and pumpset).

31.250.1N Supplying of electrically operated wet type submersible motor no 105492.3 and pumpset (Texmo/KSB/Taro/Kirloskar make), AC 3 phase, 415 volts, 50 Hz, 2900-3000 RPM. The pump shall have brass impeller, high grade steel shaft with sufficient stages having outlet size of 2"/2.5"/3"/4" dia. to suit the borewell (150 / 200mm dia.), complete.The rate includes, all taxes, freight, etc., FOR at site in Puducherry. The pumpset shall be guaranteed for a period of one year from the date of commissioning.(40 HP Submersible motor and pumpset).

31.251.1A Supplying of electrically operated, single stage high speed, no 24048.86 centrifugal monoblock with volute type delivery pumpset Karaikal Page 308

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. (Texmo/KSB/Taro/Kirloskar) make, AC 3 phase, 415V, 50 HZ, 2900 – 3000 RPM. The pump shell have C.I. impeller, high grade steel shaft having (100mm x 100mm) suction and delivery respectively including stainer / foot valve to pump the water from UGR to OHT. The rate includes, all taxes, freight, etc., FOR at site in Puducherry. The pumpset shall be guaranteed for a period of one year from the date of commissioning.(5 HP Monoblock centrifugal motor and pumpset).

31.251.1B Supplying of electrically operated, single stage high speed, no 27861.49 centrifugal monoblock with volute type delivery pumpset (Texmo/KSB/Taro/Kirloskar) make, AC 3 phase, 415V, 50 HZ, 2900 – 3000 RPM. The pump shell have C.I. impeller, high grade steel shaft having (100mm x 100mm) suction and delivery respectively including stainer / foot valveto pump the water from UGR to OHT. The rate includes, all taxes, freight, etc., FOR at site in Puducherry. The pumpset shall be guaranteed for a period of one year from the date of commissioning(7.5 HP Monoblock centrifugal motor and pumpset).

31.251.1C Supplying of electrically operated, single stage high speed, no 34284.29 centrifugal monoblock with volute type delivery pumpset (Texmo/KSB/Taro/Kirloskar) make, AC 3 phase, 415V, 50 HZ, 2900 – 3000 RPM. The pump shell have C.I. impeller, high grade steel shaft having (100mm x 100mm) suction and delivery respectively including stainer / foot valveto pump the water from UGR to OHT. The rate includes, all taxes, freight, etc., FOR at site in Puducherry. The pumpset shall be guaranteed for a period of one year from the date of commissioning(10 HP Monoblock centrifugal motor and pumpset).

31.252.1A Supplying and fixing of 63 Amps capacity wall mounting no 30829.46 panel board of size 1200mmx750mmx225 mm made of 16 gauge CR M.S. sheet painted with two coats of enamel paint, over zinc chromate primer, suitable for fixing switch disconnector, fuse switches etc. The panel board shall include power mat, copper busbar, 3mm thick hylan sheet, square voltmeter (96 mm-IMP/AE/L&T/Siemens), voltmeter selector switch, square ammeter (96 mm- IMP/AE/L&T/Siemens), 3 Nos of C.T. coil, 3 Nos. of indicator, 3 Nos. of toggle switches and 3 Nos. of side lock fuses, with 2 A fuse link complete.The board shall be mounted on an angle frame of 30mm x 30mm x 6mm with legs. The rate is inclusive of internal wiring and with copper earth flat

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. linked with shutters and doors. Supplying and fixing of 2 Nos. of TPN (CG/L&T/Siemens/Standard make) 63 Amps, 415 V disconnector switch/cubical switch/fuse switch with fuse links complete . (1 No. for E.D. supply and 1 No. for Diesel Generator supply).Supplying and fixing of 2 Nos of 63 Amps, 415 V disconnector fuse switch/TPN Cubical switch (CG/L&T/Siemens/standard make) with fuse links capacitor motor control (1 number of power capacitor and 1 number of motor control), complete.- upto 12.5HP

31.252.1B Supplying and fixing of 100/125 Amps capacity cubical wall no 42924.28 mounting panel board of size1300mm x 750mm x 225mm made of 16 gauge CR M.S. sheet painted with two coats of enamel paint, over zinc chromate primer, suitable arrangements for fixing switch disconnector, fuse switches, Voltmeter, Voltmeter Selector switch, Ammeter, Ammeter Selector switch, 3 Nos. of Indicator, 3 Nos. of Toggle switch, 3 Nos. of side lock fuses, 3 Nos. of C.T. Coil etc. The panel board shall include power mat, copper busbar, 3mm thick hylan sheet including internal wiring with provision for interlocking arrangements, copper flat for earthing arrangement linked with shutters and doors. The board shall be mounted on an angle frame of 30mm x 30mm x 6mm with legs.Supplying and fixing of 2 Nos. of TPN (CG/L&T/Siemens/Standard make) 100/125 Amps, 415 V disconnector switch/cubical switch/fuse switch with fuse links complete.(1 No. for E.D. supply and 1 No. for Diesel Generator supply).Supplying and fixing of 2 Nos of 100 Amps, 415 V disconnector fuse switch/TPN Cubical switch (CG/L&T/Siemens/standard make) with fuse links capacitor motor control complete. (1 number of power capacitor and 1 number of motor control), complete - 15HP to 30HP.

31.252.1C Supplying and fixing of 200 Amps capacity cubical wall no 53402.54 mounting panel board of size1400mm x 900mm x 250mm made of 16 gauge CR M.S. sheet painted with two coats of enamel paint, over zinc chromate primer, suitable arrangements for fixing switch disconnector, fuse switches, Voltmeter, Voltmeter Selector switch, Ammeter, Ammeter Selector switch, 3 Nos. of Indicator, 3 Nos. of Toggle switch, 3 Nos. of side lock fuses, 3 Nos. of C.T. Coil etc. The panel board shall include power mat, copper busbar, 3mm thick hylan sheet including internal wiring with provision for interlocking arrangements, copper flat for earthing arrangement linked with shutters and doors. The board shall be mounted on an angle frame of 30mm x 30mm x 6mm with legs.Supplying and fixing of 2 Nos. of TPN (CG/L&T/Siemens/Standard make) 200 Amps, 415 V disconnector switch/cubical switch/fuse switch with fuse links complete. (1 No. for E.D. supply and 1 No. for Diesel Karaikal Page 310

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. Generator supply).Supplying and fixing of 2 Nos of 125 Amps, 415 V disconnector fuse switch/TPN Cubical switch (CG/L&T/Siemens/standard make) with fuse links capacitor motor control (1 number of power capacitor and 1 number of motor control), complete. -above 30HP

31.253.1A Supplying and fixing one set wall mounting / standing type no 14489.73 panel board of size 900mm x 300mm x 150mm of M.S. angle (30mm x 30mm x 6mm). The panel should have suitable arrangements for fixing Voltmeter, Voltmeter selector switch, Ammeter, Ammeter selector switch, 3 Nos of Indicator, 3 Nos of flush type switch, 3 Nos of flush type fuses, 3 Nos of incandescent bulbs, 3 Nos of C.T. Coil etc. including wiring with 4 sqmm and 1.50 sqmm copper wire - 63 Amps TPN main switch.-upto 12.5HP

31.253.1B Supplying and fixing one set wall mounting / standing type no 15979.59 panel board of size 900mm x 300mm x 150mm of M.S. angle (30mm x 30mm x 6mm). The panel should have suitable arrangements for fixing Voltmeter, Voltmeter selector switch, Ammeter, Ammeter selector switch, 3 Nos of Indicator, 3 Nos of flush type switch, 3 Nos of flush type fuses, 3 Nos of incandescent bulbs, 3 Nos of C.T. Coil etc. including wiring with 4 sqmm and 1.50 sqmm copper wire - 100 Amps TPN main switch.-15HP to 20HP

31.253.1C Supplying and fixing one set wall mounting / standing type no 19416.82 panel board of size 900mm x 300mm x 150mm of M.S. angle (30mm x 30mm x 6mm). The panel should have suitable arrangements for fixing Voltmeter, Voltmeter selector switch, Ammeter, Ammeter selector switch, 3 Nos of Indicator, 3 Nos of flush type switch, 3 Nos of flush type fuses, 3 Nos of incandescent bulbs, 3 Nos of C.T. Coil etc. including wiring with 4 sqmm and 1.50 sqmm copper wire - 200 Amps TPN main switch.-25HP to 40HP

31.254.1 Supplying and fixing C.T. metering panel board as per no 23416.55 Electricity Department Specification (Drawing enclosed). Panel board of size 1800mm x 900mm x 300mm made of 18 gauge CRMS sheet painted with two coats of enamel paint over Zinc chromate primer with necessary MS base channel. The panel board shall include power mat, copper busbar, 8mm thick Hylan sheet of size 84 x 54cm.

31.255.1A Supplying and fixing of 4KVAR power capacitor no 1494.55 (CG/L&T/Siemens make) for 10 HP motor complete.

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31.255.1B Supplying and fixing of 6KVAR power capacitor no 2011.89 (CG/L&T/Siemens make) for 12.5 HP motor complete.

31.255.1C Supplying and fixing of 7.5KVAR power capacitor no 2457.67 (CG/L&T/Siemens make) for 15 HP motor complete.

31.255.1D Supplying and fixing of 10KVAR power capacitor no 3201.43 (CG/L&T/Siemens make) for 17.5/20 HP motor complete.

31.255.1E Supplying and fixing of 12.5KVAR power capacitor no 3920.55 (CG/L&T/Siemens make) for 25 HP motor complete.

31.255.1F Supplying and fixing of 15KVAR power capacitor no 4687.76 (CG/L&T/Siemens make) for 30 HP motor complete.

31.255.1G Supplying and fixing of 20KVAR power capacitor no 6182.32 (CG/L&T/Siemens make) for 35/40 HP motor complete.

31.255.1H Supplying and fixing of 25KVAR power capacitor no 7665.13 (CG/L&T/Siemens make) for 50 HP motor complete.

31.256.1A Supplying and fixing of fully automatic air break star- no 6006.35 delta starter range for 5A to 13A F.A.S.D. (Bharat Culter Hammer/L&T/Siemens make) with suitable M.S. angle frame etc., complete.- 5HP to 12.5 HP pumpsets

31.256.1B Supplying and fixing of fully automatic air break star- no 6991.77 delta starter range for 10A to 23A F.A.S.D. (Bharat Culter Hammer/L&T/Siemens make) with suitable M.S. angle frame etc., complete.- 15HP to 17.5 HP pumpsets

31.256.1C Supplying and fixing of fully automatic air break star-delta no 8270.47 starter range for 13A to 25A F.A.S.D. (Bharat Culter Hammer/L&T/Siemens make) with suitable M.S. angle frame etc., complete.- 20HP to 25HP pumpsets

31.256.1D Supplying and fixing of fully automatic air break star- no 8270.47 delta starter range for 20A to 33A F.A.S.D. (Bharat Culter Hammer/L&T/Siemens make) with suitable M.S. angle frame etc., complete.-30 HP pumpsets

31.256.1E Supplying and fixing of fully automatic air break star-delta no 8211.81 starter range for 23A to 33A F.A.S.D. (Bharat Culter Hammer/L&T/Siemens make) with suitable M.S. angle frame etc.,complete.- 35 HP pumpsets

31.256.1F Supplying and fixing of fully automatic air break star- no 18065.97 Karaikal Page 312


31.257.1 Supplying and fixing of DOL starters 0.5 HP to 5 HP with no 2052.96 relay range 0.63 A to 13 A with suitable M.S. angle frame complete.

31.258.1A Supplying and fixing of 1x3x4 sqmm (single run) PVC metre 83.88 insulated copper submersible flat flexible cable of Finolex make complete.-upto 10HP pumpset.

31.258.1B Supplying and fixing of 1x3x6 sqmm (single run) PVC metre 117.91 insulated copper submersible flat flexible cable of Finolex make complete.-12.5HP to 20HP pumpset

31.258.1C Supplying and fixing of 1x3x10 sqmm (single run) PVC metre 187.12 insulated copper submersible flat flexible cable of Finolex make complete.-above 20HP pumpset

31.259.1A Supplying of 3.5/ 4x25 sqmm underground cable metre 218.20 (Paragon/suncab/Empire) complete.-upto 25HP pumpset.

31.259.1B Supplying of 3.5/4x50 sqmm underground cable metre 344.89 (Paragon/suncab/Empire) complete.-suitable for (30HP to 40HP pumpset)/(upto 40KVA Genset).

31.259.1C Supplying of 3.5x70 sqmm underground cable metre 344.89 (Paragon/suncab/Empire) complete.- 50HP pumpset.

31.259.1D Supplying of 3.5x95 sqmm underground cable metre 522.04 (Paragon/suncab/Empire) complete.- suitable for (60HP to 75HP pumpset)/(above 40KVA to 75KVA Genset).

31.259.1E Supplying of 3.5x120 sqmm underground cable metre 553.71 (Paragon/suncab/Empire) complete.

31.259.1F Supplying of 3.5x150 sqmm underground cable metre 754.31 (Paragon/suncab/Empire) complete.(above 82.5KVA to 125KVA Genset).

31.259.1G Supplying of 3.5x185 sqmm underground cable metre 829.39 (Paragon/suncab/Empire) complete.

31.259.1H Supplying of 3.5x240 sqmm underground cable metre 1174.29 (Paragon/suncab/Empire) complete.-(above 160KVA to 200KVA Genset).

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31.259.1I Supplying of 3.5x300 sqmm underground cable metre 1434.72 (Paragon/suncab/Empire) complete.(above 250KVA Genset).

31.260.1A Laying of UG cable and providing termination of cable joint joint 147.60 with suitable cable gland,cable socket etc., complete - 3.5/4 x 25 sqmm cable.

31.260.1B Laying of UG cable and providing termination of cable joint joint 202.83 with suitable cable gland,cable socket etc., complete - 3.5/4 x 50 / 3.5/4 x 70 sqmm cable.

31.260.1C Laying of UG cable and providing termination of cable joint joint 225.90 with suitable cable gland,cable socket etc., complete - 3.5 x 95 sqmm cable.

31.260.1D Laying of UG cable and providing termination of cable joint joint 259.84 with suitable cable gland,cable socket etc., complete - 3.5 x 120 sqmm cable.

31.260.1E Laying of UG cable and providing termination of cable joint joint 312.92 with suitable cable gland,cable socket etc. complete - 3.5 x 150 sqmm cable.

31.260.1F Laying of UG cable and providing termination of cable joint joint 433.33 with suitable cable gland,cable socket etc. complete - 3.5 x 185 sqmm cable.

31.260.1G Laying of UG cable and providing termination of cable joint joint 486.12 with suitable cable gland,cable socket etc. complete - 3.5 x 240 sqmm cable.

31.260.1H Laying of UG cable and providing termination of cable joint joint 662.34 with suitable cable gland,cable socket etc. complete - 3.5 x 300 sqmm cable.

31.261.1 Supplying and fixing of meter board of size no 2379.08 600mmx900mmx150mm on suitable angle frame with suitable water proof plywood 12mm thick for receiving ED supply. The board frame shall be painted and covered on all sides by 16 gauge M.S. sheet and fixed with 3 Nos. of 100 Amps fuse carrier (Havells/Standard/Anchor make) with screws etc., complete.

31.262.1 Supplying and fixing of teak wood aerial board with 100 no 2743.92 Amps HRC fuse base and fuse link and suitable post clamp to hold the G.I. Pipe with electric post including bolts and nuts etc., complete.

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31.263.1 Making earth pit of G.I. pipe for earthing in earth pit with no 3461.12 40mm dia. G.I. pipe medium class of length 3.05m perforated with 46 Nos of 12mm dia. holes, pipe lowered in bore holes of 150mm dia. and filled in with charcoal and salt in alternative layer of 300mm, the top of G.I. pipe shall be clamped. Earth pit shall be provided with 60cm dia precast ring with 60cm depth alround,covered with R.C.C. precast slab etc. as per I.E. standards.

31.264.1A Supplying and fixing of copper wire 8 SWG (4 mm dia) for metre 69.11 earthing arrangements including bolt and nuts etc., complete.

31.264.1B Supplying and fixing of G.I. wire 8 SWG (4 mm dia) for metre 9.53 earthing arrangements including bolt and nuts etc.,

31.265.1 Providing and fixing 50 mm dia GI pipe (Class B) conforming metre 379.66 to IS 1239 (Part 1:1990) with GI fittings including trenching, refilling etc., complete for UG cable duct.

31.266.1 Supplying and fixing of pole clamp to hold the G.I. Pipe with set 274.73 electric post.

31.267.1A Supplying and fixing of copper flat (25 x 3mm) for earthing metre 404.82 arrangements including bolts and nuts etc.

31.267.1B Supplying and fixing of G.I. flat (25 x 6mm) for earthing metre 108.02 arrangements including bolts and nuts etc.

31.268.1A Supplying,fixing and lowering into the borewell high tensile metre 291.72 threaded PVC column pipes which are to be connected to the submersible pump,including labour charges,jointing materials etc.,complete.-50 mm dia

31.268.1B Supplying,fixing and lowering into the borewell high tensile metre 366.41 threaded PVC column pipes which are to be connected to the submersible pump,including labour charges,jointing materials etc.,complete.-65 mm dia

31.268.1C Supplying,fixing and lowering into the borewell high tensile metre 501.31 threaded PVC column pipes which are to be connected to the submersible pump,including labour charges,jointing materials etc.,complete.-75/80 mm dia

31.268.1D Supplying,fixing and lowering into the borewell high tensile metre 770.74 threaded PVC column pipes which are to be connected to the submersible pump,including labour charges,jointing materials Karaikal Page 315

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. etc.,complete.-100 mm dia

31.269.1A Supplying and fixing of C.I. adopter which is to be connected no 868.11 to submersible pump delivery pipe.-50 mm dia

31.269.1B Supplying and fixing of C.I. adopter which is to be connected no 1116.81 to submersible pump delivery pipe.-65 mm dia

31.269.1C Supplying and fixing of C.I. adopter which is to be connected no 1268.14 to submersible pump delivery pipe.-75/80 mm dia

31.269.1D Supplying and fixing of C.I. adopter which is to be connected no 2404.89 to submersible pump delivery pipe.-100 mm dia

31.270.1 Supplying and laying of 16mm dia nylon rope for holding of metre 33.59 motors.

31.271.1 Supplying and laying of 40mm dia. PVC pipe (Class 3 - PN 0.6 metre 184.27 Mpa) conforming to IS 4985 : 2000 for inserting submersible cable from borewell to starter.

31.272.1 Supply and fixing of 80/100mm dia. M.S. erection clamps of no 577.81 size 80mmx12mm with bolts, nuts, washer etc., complete.

31.273.1A Supplying,fixing and lowering into the borewell the GI pipes of metre 360.24 medium class (TATA,TNT,Nezone,Apollo,Zenith) which are to be connected to the submersible pump,including labour charges,jointing materials etc.,complete.-50 mm dia

31.273.1B Supplying,fixing and lowering into the borewell the GI pipes of metre 477.55 medium class (TATA,TNT,Nezone,Apollo,Zenith) which are to be connected to the submersible pump,including labour charges,jointing materials etc.,complete.-65 mm dia

31.273.1C Supplying,fixing and lowering into the borewell the GI pipes of metre 599.86 medium class (TATA,TNT,Nezone,Apollo,Zenith) which are to be connected to the submersible pump,including labour charges,jointing materials etc.,complete.-80 mm dia

31.273.1D Supplying,fixing and lowering into the borewell the GI pipes of metre 834.48 medium class (TATA,TNT,Nezone,Apollo,Zenith) which are to be connected to the submersible pump,including labour charges,jointing materials etc.,complete.-100 mm dia

31.274.1A Providing and fixing MS square threaded coupling (male and job 434.06 female thread) including necessary welding with 50mm GI pipe. -50mm dia. Karaikal Page 316


31.274.1B Providing and fixing MS square threaded coupling (male and no 527.91 female thread) including necessary welding with 65mmGI pipe. - 65mm dia.

31.274.1C Providing and fixing MS square threaded coupling (male and no 621.76 female thread) including necessary welding with 80mm GI pipe. -80mm dia.

31.274.1D Providing and fixing MS square threaded coupling (male and no 715.61 female thread) including necessary welding with 100mm GI pipe. -100mm dia.

31.275.1A Laying of under ground cable direct in ground including metal metre 89.00 road cutting,excavation of earth, sand cushion, brick protection, back filling etc., complete. - upto 50 sqmm

31.275.1B Laying of under ground cable direct in ground including metal metre 91.00 road cutting, excavation of earth, sand cushion, brick protection, back filling etc., complete. - above 50 sqmm

31.275.1C Laying of under ground cable direct in ground including mud metre 56.00 road cutting,excavation of earth, sand cushion, brick protection, back filling etc., complete. - upto 50 sqmm

31.275.1D Laying of under ground cable direct in ground including metal metre 58.00 road cutting,excavation of earth, sand cushion, brick protection, back filling etc., complete. - above 50 sqmm

31.276.1A Supplying of electricallly operated horizontal split casing no 139260.4 pump and motor(JYOTHI/KIRLOSKAR/BEACON) make AC 3 phase,415 volts,50 HZ,1500 RPM,squirrel cage motor.The pump shall have bronze impeller,high grade steel shaft,flexible coupling set,including the cost of common,M.S. Base plate,foundation bolts,etc.complete with suitable suction and delivery sizes.(15 HP centrifugal motor and pumpset).

31.276.1B Supplying of electricallly operated horizontal split casing no 151918.3 pump and motor(JYOTHI/KIRLOSKAR/BEACON) make AC 3 phase,415 volts,50 HZ,1500 RPM,squirrel cage motor.The pump shall have bronze impeller,high grade steel shaft,flexible coupling set,including the cost of common,M.S. Base plate,foundation bolts,etc.complete with suitable suction and delivery sizes.(20 HP centrifugal motor and pumpset).

31.276.1C Supplying of electricallly operated horizontal split casing no 172189.8 pump and motor(JYOTHI/KIRLOSKAR/BEACON) make AC Karaikal Page 317

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 3 phase,415 volts,50 HZ,1500 RPM,squirrel cage motor.The pump shall have bronze impeller,high grade steel shaft,flexible coupling set,including the cost of common,M.S. Base plate,foundation bolts,etc.complete with suitable suction and delivery sizes.(25 HP centrifugal motor and pumpset).

31.276.1D Supplying of electricallly operated horizontal split casing no 197552.5 pump and motor(JYOTHI/KIRLOSKAR/BEACON) make AC 3 phase,415 volts,50 HZ,1500 RPM,squirrel cage motor.The pump shall have bronze impeller,high grade steel shaft,flexible coupling set,including the cost of common,M.S. Base plate,foundation bolts,etc.complete with suitable suction and delivery sizes.(30 HP centrifugal motor and pumpset).

31.276.1E Supplying of electricallly operated horizontal split casing no 251949.9 pump and motor(JYOTHI/KIRLOSKAR/BEACON) make AC 3 phase,415 volts,50 HZ,1500 RPM,squirrel cage motor.The pump shall have bronze impeller,high grade steel shaft,flexible coupling set,including the cost of common,M.S. Base plate,foundation bolts,etc.complete with suitable suction and delivery sizes.(40 HP centrifugal motor and pumpset).

31.276.1F Supplying of electricallly operated horizontal split casing no 279787.9 pump and motor(JYOTHI/KIRLOSKAR/BEACON) make AC 3 phase,415 volts,50 HZ,1500 RPM,squirrel cage motor.The pump shall have bronze impeller,high grade steel shaft,flexible coupling set,including the cost of common,M.S. Base plate,foundation bolts,etc.complete with suitable suction and delivery sizes.(50 HP centrifugal motor and pumpset).

31.276.1G Supplying of electricallly operated horizontal split casing no 291202.3 pump and motor(JYOTHI/KIRLOSKAR/BEACON) make AC 3 phase,415 volts,50 HZ,1500 RPM,squirrel cage motor.The pump shall have bronze impeller,high grade steel shaft,flexible coupling set,including the cost of common,M.S. Base plate,foundation bolts,etc.complete with suitable suction and delivery sizes.(60 HP centrifugal motor and pumpset).

31.276.1H Supplying of electricallly operated horizontal split casing no 354509.4 pump and motor(JYOTHI/KIRLOSKAR/BEACON) make AC 3 phase,415 volts,50 HZ,1500 RPM,squirrel cage motor.The pump shall have bronze impeller,high grade steel shaft,flexible coupling set,including the cost of common,M.S. Base plate,foundation bolts,etc.complete with suitable suction and delivery sizes.(75 HP centrifugal motor and pumpset).

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 31.276.1I Supplying of electricallly operated horizontal split casing no 590194.1 pump and motor(JYOTHI/KIRLOSKAR/BEACON) make AC 3 phase,415 volts,50 HZ,1500 RPM,squirrel cage motor.The pump shall have bronze impeller,high grade steel shaft,flexible coupling set,including the cost of common,M.S. Base plate,foundation bolts,etc.complete with suitable suction and delivery sizes.(100 HP centrifugal motor and pumpset).

31.277.1A Supplying and fixing of 20 X 20 mm size vaccum pump no 26981.65 (KIRLOSKAR/MAXWELL/DEKKAR) make 3 phase monoblock motor and pumpset complete.-1.5 KW/2 HP

31.277.1B Supplying and fixing of 25 X 25 mm size vaccum pump no 40519.39 (KIRLOSKAR/MAXWELL/DEKKAR) make 3 phase monoblock motor and pumpset complete.-2.2 KW/3 HP

31.277.1C Supplying and fixing of 40 X 40 mm size vaccum pump no 112032.4 (KIRLOSKAR/MAXWELL/DEKKAR) make 3 phase monoblock motor and pumpset complete.-3.7 KW/5 HP

31.278.1A Erection,testing and commissioning of the centrifugal motor no 8415.83 pumpset with pipe fittings,etc.complete.- 15 HP to 25 HP motor.

31.278.1B Erection,testing and commissioning of the centrifugal motor no 11221.10 pumpset with pipe fittings,etc.complete.- 30 HP to 50 HP motor.

31.278.1C Erection,testing and commissioning of the centrifugal motor no 16831.65 pumpset with pipe fittings,etc.complete.- 60 HP to 75 HP motor.

31.278.1D Erection,testing and commissioning of the centrifugal motor no 28052.75 pumpset with pipe fittings,etc.complete.- 100 HP motor.

31.279.1A Erection, testing and commissioning of motor and pumpset job 4000.00 complete.The rate includes obtaining electricity service connection from Electricity Department also.

31.279.1B Testing including transporation of standby submersible motor job 400.00 and pumpset.

31.280.1A Supplying of 3 phase, 415 volts, 50 cycles, 0.8 power factor no 504209.5 for electric starting diesel generator comprising the following units:- (Kirloskar/Leyland/Ruston/Greaves Cotton/Cummins make) air cooled and shall be of multi stroke, multi cylinders, cold starting, developing not less than 43 BHP under normal temperature and pressure. The engine shall conform to I.S. Karaikal Page 319

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. 10002 with latest amendments. It shall be capable of taking 10% over load for one hour in every 12 hours of continous operation including 6 Nos. of anti vibration pads.The engine shall be complete with the following accessories:Electrical starting provision, engine cooling fan, fuel and lubricating oil filters, oil bath, air filter, lub oil pressure gauge 90 litres capacity fuel tank mounted with engine, hour meter with exhaust manifold, flexible pipe, 12 /24 volts electric starting equipment complete with starter, alternator and one 12 volts with 19 plates battery of make AMCO/STANDARD/EXIDE/DAGANITE (with Guarantee cards) of adequate capacity and low lubricating oil pressure/high temperature varying engine shut down devices.The Acoustic enclosure shall have the following: Acoustic enclosure shall be powder coated and fabricated out of 16 SWG CRCA MS sheet. The silent canopy shall be of nut bolt type construction. Powder coating is done after seven tank surface preparation process of sheet metal. Canopy panel and doors shall have inside lining of FIRE- RETARDANT foam/Rock Wool as acoustic material. Four hinged doors shall be provided to canopy, one door shall have glass window for control panel.Base frame is fabricated either in ISMC channel or in sheet metal. The base frame is rugged in construction and designed for mounting engine and alternator, with cross members mounted on AVM. The base frame shall have provision for mounting of acoustic enclosure and it is having provision of lifting hook for convenient lifting of complete set, i.e. along with canopy, engine and alternator.Fuel tank shall be fabricated out of 14 SWG CRCA MS sheet and is part of base frame. It is duly painted and fitted with inlet and outlet connections of suitable capacity.The Acoustic enclosure shall be Type test approved as per CPCB norms. The average sound level, when measure in green field condition (ISO m3744 OR 8528 PT 10) at 1- meter distance from all four sides shall be less than 75-dBA average or as per CPCB norms. The average stabilized hot air temperature rise with in the canopy is maintained with in 10 C over and above ambient temperature.Acoustic enclosure is suitable for Outdoor / Indoor installation. Lockable doors shall be provided. Lockable fuel filling arrangement to be provided external to the canopy. Residential Silencer is housed in the canopy. The exhaust gasses shall be taken out through a suitable flexible pipe to prevent any back pressure on the engine.Base frame sturdy, fabricated welded construction, channel iron / sheet metal base frame for mounting the above engine and alternator.Standard Tools and Spares:Double ended spanners complete set (small and big size sets) - 12 Nos. (TAPARIA/GEDORGE/EVEREST make)Screw driver (30cm long) Taparia make .Screw driver (45cm long)

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. Taparia make .Cutting plyer.Diesel filter with elements - 2 Nos.Oil filter with elements - 1 No.All the above accessories with complete set.AlternatorThe alternator shall be of Crompton/Kirloskar/ Stamford/ELGI make, self excited, self regulated, screen protected, drip proof alternator with static excitation system capable of developing 30 KVA at 0.8 power factor 415 volts, 3 phase, 50 cycles, generally conforming to I.S.4722 under normal condition, the voltage regulation will be plus or minus 5% of rated voltage. It shall be with end shield/ball roller bearings complete.Control PanelA wall/pedestal mounting (cubical type) fabricated sheet steel construction suitable for manual operation, rated for system output incorporating the following devices/instruments. The panel is made of 1.6mm sheet with one/two hinged front door, bolted back totally enclosed and vermine proof. It shall be with all electrical connections and internal copper wiring with proper color codings for internal wiring. All control equipments and indicating instruments shall be mounted on the control panel. The control panel shall have the following equipments:1 No. Amps/Volt/Frequency meter (96mm x 96 mm) 3 Nos. of suitable current transformers2 Nos. of suitable selector switches for voltmeter and ammeter main switch rotary type on/off pilot lamp (Standard make).1 No. input terminal board.1 No. out put terminal board1 No. Kilowatt hour meter (62.5 KVA and above)1 No. MCCB of suitable capacity (L&T/CROMPTON make) -30 KVA / 24 KW Generator set (Air cooled)

31.280.1B Supplying of 3 phase, 415 volts, 50 cycles, 0.8 power factor no 546073.3 for electric starting diesel generator comprising the following units:- (Kirloskar/Leyland/Ruston/Greaves Cotton/Cummins make) air cooled and shall be of multi stroke, multi cylinders, cold starting, developing not less than 56 BHP under normal temperature and pressure. The engine shall conform to I.S. 10002 with latest amendments. It shall be capable of taking 10% over load for one hour in every 12 hours of continous operation including 6 Nos. of anti vibration pads.The engine shall be complete with the following accessories:Electrical starting provision, engine cooling fan, fuel and lubricating oil filters, oil bath, air filter, lub oil pressure gauge 90 litres capacity fuel tank mounted with engine, hour meter with exhaust manifold, flexible pipe, 12 /24 volts electric starting equipment complete with starter, alternator and one 12 volts with 19 plates battery of make AMCO/STANDARD/EXIDE/DAGANITE (with Guarantee cards) of adequate capacity and low lubricating oil pressure/high temperature varying engine shut down Karaikal Page 321

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. devices.The Acoustic enclosure shall have the following: Acoustic enclosure shall be powder coated and fabricated out of 16 SWG CRCA MS sheet. The silent canopy shall be of nut bolt type construction. Powder coating is done after seven tank surface preparation process of sheet metal. Canopy panel and doors shall have inside lining of FIRE- RETARDANT foam/Rock Wool as acoustic material. Four hinged doors shall be provided to canopy, one door shall have glass window for control panel.Base frame is fabricated either in ISMC channel or in sheet metal. The base frame is rugged in construction and designed for mounting engine and alternator, with cross members mounted on AVM. The base frame shall have provision for mounting of acoustic enclosure and it is having provision of lifting hook for convenient lifting of complete set, i.e. along with canopy, engine and alternator.Fuel tank shall be fabricated out of 14 SWG CRCA MS sheet and is part of base frame. It is duly painted and fitted with inlet and outlet connections of suitable capacity.The Acoustic enclosure shall be Type test approved as per CPCB norms. The average sound level, when measure in green field condition (ISO m3744 OR 8528 PT 10) at 1- meter distance from all four sides shall be less than 75-dBA average or as per CPCB norms. The average stabilized hot air temperature rise with in the canopy is maintained with in 10 C over and above ambient temperature.Acoustic enclosure is suitable for Outdoor / Indoor installation. Lockable doors shall be provided. Lockable fuel filling arrangement to be provided external to the canopy. Residential Silencer is housed in the canopy. The exhaust gasses shall be taken out through a suitable flexible pipe to prevent any back pressure on the engine.Base frame sturdy, fabricated welded construction, channel iron / sheet metal base frame for mounting the above engine and alternator.Standard Tools and Spares:Double ended spanners complete set (small and big size sets) - 12 Nos. (TAPARIA/GEDORGE/EVEREST make)Screw driver (30cm long) Taparia make .Screw driver (45cm long) Taparia make .Cutting plyer.Diesel filter with elements - 2 Nos.Oil filter with elements - 1 No.All the above accessories with complete set.AlternatorThe alternator shall be of Crompton/Kirloskar/ Stamford/ELGI make, self excited, self regulated, screen protected, drip proof alternator with static excitation system capable of developing 40KVA at 0.8 power factor 415 volts, 3 phase, 50 cycles, generally conforming to I.S.4722 under normal condition, the voltage regulation will be plus or minus 5% of rated voltage. It shall be with end shield/ball roller bearings complete.Control PanelA wall/pedestal mounting (cubical type) fabricated sheet steel construction suitable for manual operation, rated for system output incorporating the following devices/instruments. The

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. panel is made of 1.6mm sheet with one/two hinged front door, bolted back totally enclosed and vermine proof. It shall be with all electrical connections and internal copper wiring with proper color codings for internal wiring. All control equipments and indicating instruments shall be mounted on the control panel. The control panel shall have the following equipments:1 No. Amps/Volt/Frequency meter (96mm x 96 mm) 3 Nos. of suitable current transformers2 Nos. of suitable selector switches for voltmeter and ammeter main switch rotary type on/off pilot lamp (Standard make).1 No. input terminal board.1 No. out put terminal board1 No. Kilowatt hour meter (62.5 KVA and above)1 No. MCCB of suitable capacity (L&T/CROMPTON make)-40 KVA / 32 KW Generator set (Air cooled)

31.280.1C Supplying of 3 phase, 415 volts, 50 cycles, 0.8 power factor no 669279.7 for electric starting diesel generator comprising the following units:- (Kirloskar/Leyland/Ruston/Greaves Cotton/Cummins make) air cooled and shall be of multi stroke, multi cylinders, cold starting, developing not less than 65BHP under normal temperature and pressure. The engine shall conform to I.S. 10002 with latest amendments. It shall be capable of taking 10% over load for one hour in every 12 hours of continous operation including 6 Nos. of anti vibration pads.The engine shall be complete with the following accessories:Electrical starting provision, engine cooling fan, fuel and lubricating oil filters, oil bath, air filter, lub oil pressure gauge 140 litres capacity fuel tank mounted with engine, hour meter with exhaust manifold, flexible pipe, 12 /24 volts electric starting equipment complete with starter, alternator and one 12 volts with19 plates battery of make AMCO/STANDARD/EXIDE/DAGANITE (with Guarantee cards) of adequate capacity and low lubricating oil pressure/high temperature varying engine shut down devices.The Acoustic enclosure shall have the following: Acoustic enclosure shall be powder coated and fabricated out of 16 SWG CRCA MS sheet. The silent canopy shall be of nut bolt type construction. Powder coating is done after seven tank surface preparation process of sheet metal. Canopy panel and doors shall have inside lining of FIRE- RETARDANT foam/Rock Wool as acoustic material. Four hinged doors shall be provided to canopy, one door shall have glass window for control panel.Base frame is fabricated either in ISMC channel or in sheet metal. The base frame is rugged in construction and designed for mounting engine and alternator, with cross members mounted on AVM. The base

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. frame shall have provision for mounting of acoustic enclosure and it is having provision of lifting hook for convenient lifting of complete set, i.e. along with canopy, engine and alternator.Fuel tank shall be fabricated out of 14 SWG CRCA MS sheet and is part of base frame. It is duly painted and fitted with inlet and outlet connections of suitable capacity.The Acoustic enclosure shall be Type test approved as per CPCB norms. The average sound level, when measure in green field condition (ISO m3744 OR 8528 PT 10) at 1- meter distance from all four sides shall be less than 75-dBA average or as per CPCB norms. The average stabilized hot air temperature rise with in the canopy is maintained with in 10 C over and above ambient temperature.Acoustic enclosure is suitable for Outdoor / Indoor installation. Lockable doors shall be provided. Lockable fuel filling arrangement to be provided external to the canopy. Residential Silencer is housed in the canopy. The exhaust gasses shall be taken out through a suitable flexible pipe to prevent any back pressure on the engine.Base frame sturdy, fabricated welded construction, channel iron / sheet metal base frame for mounting the above engine and alternator.Standard Tools and Spares:Double ended spanners complete set (small and big size sets) - 12 Nos. (TAPARIA/GEDORGE/EVEREST make)Screw driver (30cm long) Taparia make .Screw driver (45cm long) Taparia make .Cutting plyer.Diesel filter with elements - 2 Nos.Oil filter with elements - 1 No.All the above accessories with complete set.AlternatorThe alternator shall be of Crompton/Kirloskar/ Stamford/ELGI make, self excited, self regulated, screen protected, drip proof alternator with static excitation system capable of developing 50 KVA at 0.8 power factor 415 volts, 3 phase, 50 cycles, generally conforming to I.S.4722 under normal condition, the voltage regulation will be plus or minus 5% of rated voltage. It shall be with end shield/ball roller bearings complete.Control PanelA wall/pedestal mounting (cubical type) fabricated sheet steel construction suitable for manual operation, rated for system output incorporating the following devices/instruments. The panel is made of 1.6mm sheet with one/two hinged front door, bolted back totally enclosed and vermine proof. It shall be with all electrical connections and internal copper wiring with proper color codings for internal wiring. All control equipments and indicating instruments shall be mounted on the control panel. The control panel shall have the following equipments:1 No. Amps/Volt/Frequency meter (96mm x 96 mm) 3 Nos. of suitable current transformers2 Nos. of suitable selector switches for voltmeter and ammeter main switch rotary type on/off pilot lamp (Standard make).1 No. input terminal board.1 No. out put terminal board1 No. Kilowatt hour meter (62.5 KVA and above)1 No. MCCB of suitable

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. capacity (L&T/CROMPTON make)-50 KVA / 40 KW Generator set (Air cooled)

31.280.1D Supplying of 3 phase, 415 volts, 50 cycles, 0.8 power factor no 703983.9 for electric starting diesel generator comprising the following units:- (Kirloskar/Leyland/Ruston/Greaves Cotton/Cummins make) air cooled and shall be of multi stroke, multi cylinders, cold starting, developing not less than 83 BHP under normal temperature and pressure. The engine shall conform to I.S. 10002 with latest amendments. It shall be capable of taking 10% over load for one hour in every 12 hours of continous operation including 6 Nos. of anti vibration pads.The engine shall be complete with the following accessories:Electrical starting provision, engine cooling fan, fuel and lubricating oil filters, oil bath, air filter, lub oil pressure gauge140 litres capacity fuel tank mounted with engine, hour meter with exhaust manifold, flexible pipe, 12 /24 volts electric starting equipment complete with starter, alternator and one 12 volts with 21 plates battery of make AMCO/STANDARD/EXIDE/DAGANITE (with Guarantee cards) of adequate capacity and low lubricating oil pressure/high temperature varying engine shut down devices.The Acoustic enclosure shall have the following: Acoustic enclosure shall be powder coated and fabricated out of 16 SWG CRCA MS sheet. The silent canopy shall be of nut bolt type construction. Powder coating is done after seven tank surface preparation process of sheet metal. Canopy panel and doors shall have inside lining of FIRE- RETARDANT foam/Rock Wool as acoustic material. Four hinged doors shall be provided to canopy, one door shall have glass window for control panel.Base frame is fabricated either in ISMC channel or in sheet metal. The base frame is rugged in construction and designed for mounting engine and alternator, with cross members mounted on AVM. The base frame shall have provision for mounting of acoustic enclosure and it is having provision of lifting hook for convenient lifting of complete set, i.e. along with canopy, engine and alternator.Fuel tank shall be fabricated out of 14 SWG CRCA MS sheet and is part of base frame. It is duly painted and fitted with inlet and outlet connections of suitable capacity.The Acoustic enclosure shall be Type test approved as per CPCB norms. The average sound level, when measure in green field condition (ISO m3744 OR 8528 PT 10) at 1- meter distance from all four sides shall be less than 75-dBA average or as per CPCB norms. The average stabilized hot air temperature rise with in the canopy is maintained with in 10 C over and above ambient temperature.Acoustic enclosure is Karaikal Page 325

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. suitable for Outdoor / Indoor installation. Lockable doors shall be provided. Lockable fuel filling arrangement to be provided external to the canopy. Residential Silencer is housed in the canopy. The exhaust gasses shall be taken out through a suitable flexible pipe to prevent any back pressure on the engine.Base frame sturdy, fabricated welded construction, channel iron / sheet metal base frame for mounting the above engine and alternator.Standard Tools and Spares:Double ended spanners complete set (small and big size sets) - 12 Nos. (TAPARIA/GEDORGE/EVEREST make)Screw driver (30cm long) Taparia make .Screw driver (45cm long) Taparia make .Cutting plyer.Diesel filter with elements - 2 Nos.Oil filter with elements - 1 No.All the above accessories with complete set.AlternatorThe alternator shall be of Crompton/Kirloskar/ Stamford/ELGI make, self excited, self regulated, screen protected, drip proof alternator with static excitation system capable of developing 62.5 KVA at 0.8 power factor 415 volts, 3 phase, 50 cycles, generally conforming to I.S.4722 under normal condition, the voltage regulation will be plus or minus 5% of rated voltage. It shall be with end shield/ball roller bearings complete.Control PanelA wall/pedestal mounting (cubical type) fabricated sheet steel construction suitable for manual operation, rated for system output incorporating the following devices/instruments. The panel is made of 1.6mm sheet with one/two hinged front door, bolted back totally enclosed and vermine proof. It shall be with all electrical connections and internal copper wiring with proper color codings for internal wiring. All control equipments and indicating instruments shall be mounted on the control panel. The control panel shall have the following equipments:1 No. Amps/Volt/Frequency meter (96mm x 96 mm) 3 Nos. of suitable current transformers2 Nos. of suitable selector switches for voltmeter and ammeter main switch rotary type on/off pilot lamp (Standard make).1 No. input terminal board.1 No. out put terminal board1 No. Kilowatt hour meter (62.5 KVA and above)1 No. MCCB of suitable capacity (L&T/CROMPTON make)-62.5 KVA / 50 KW Generator set (Air cooled)

31.280.1E Supplying of 3 phase, 415 volts, 50 cycles, 0.8 power factor no 712087.8 for electric starting diesel generator comprising the following units:- (Kirloskar/Leyland/Ruston/Greaves Cotton/Cummins make) water cooled and shall be of multi stroke, multi cylinders, cold starting, developing not less than 105 BHP under normal temperature and pressure. The engine shall

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. conform to I.S. 10002 with latest amendments. It shall be capable of taking 10% over load for one hour in every 12 hours of continous operation including 6 Nos. of anti vibration pads.The engine shall be complete with the following accessories:Electrical starting provision, engine cooling fan, fuel and lubricating oil filters, oil bath, air filter, lub oil pressure gauge 200 litres capacity fuel tank mounted with engine, hour meter with exhaust manifold, flexible pipe, 12 /24 volts electric starting equipment complete with starter, alternator and one 12 volts with 21 plates battery of make AMCO/STANDARD/EXIDE/DAGANITE (with Guarantee cards) of adequate capacity and low lubricating oil pressure/high temperature varying engine shut down devices.The Acoustic enclosure shall have the following: Acoustic enclosure shall be powder coated and fabricated out of 16 SWG CRCA MS sheet. The silent canopy shall be of nut bolt type construction. Powder coating is done after seven tank surface preparation process of sheet metal. Canopy panel and doors shall have inside lining of FIRE- RETARDANT foam/Rock Wool as acoustic material. Four hinged doors shall be provided to canopy, one door shall have glass window for control panel.Base frame is fabricated either in ISMC channel or in sheet metal. The base frame is rugged in construction and designed for mounting engine and alternator, with cross members mounted on AVM. The base frame shall have provision for mounting of acoustic enclosure and it is having provision of lifting hook for convenient lifting of complete set, i.e. along with canopy, engine and alternator.Fuel tank shall be fabricated out of 14 SWG CRCA MS sheet and is part of base frame. It is duly painted and fitted with inlet and outlet connections of suitable capacity.The Acoustic enclosure shall be Type test approved as per CPCB norms. The average sound level, when measure in green field condition (ISO m3744 OR 8528 PT 10) at 1- meter distance from all four sides shall be less than 75-dBA average or as per CPCB norms. The average stabilized hot air temperature rise with in the canopy is maintained with in 10 C over and above ambient temperature.Acoustic enclosure is suitable for Outdoor / Indoor installation. Lockable doors shall be provided. Lockable fuel filling arrangement to be provided external to the canopy. Residential Silencer is housed in the canopy. The exhaust gasses shall be taken out through a suitable flexible pipe to prevent any back pressure on the engine.Base frame sturdy, fabricated welded construction, channel iron / sheet metal base frame for mounting the above engine and alternator.Standard Tools and Spares:Double ended spanners complete set (small and big size sets) - 12 Nos. (TAPARIA/GEDORGE/EVEREST make)Screw driver (30cm long) Taparia make .Screw driver (45cm long)

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. Taparia make .Cutting plyer.Diesel filter with elements - 2 Nos.Oil filter with elements - 1 No.All the above accessories with complete set.AlternatorThe alternator shall be of Crompton/Kirloskar/ Stamford/ELGI make, self excited, self regulated, screen protected, drip proof alternator with static excitation system capable of developing 75 KVA at 0.8 power factor 415 volts, 3 phase, 50 cycles, generally conforming to I.S.4722 under normal condition, the voltage regulation will be plus or minus 5% of rated voltage. It shall be with end shield/ball roller bearings complete.Control PanelA wall/pedestal mounting (cubical type) fabricated sheet steel construction suitable for manual operation, rated for system output incorporating the following devices/instruments. The panel is made of 1.6mm sheet with one/two hinged front door, bolted back totally enclosed and vermine proof. It shall be with all electrical connections and internal copper wiring with proper color codings for internal wiring. All control equipments and indicating instruments shall be mounted on the control panel. The control panel shall have the following equipments:1 No. Amps/Volt/Frequency meter (96mm x 96 mm) 3 Nos. of suitable current transformers2 Nos. of suitable selector switches for voltmeter and ammeter main switch rotary type on/off pilot lamp (Standard make).1 No. input terminal board.1 No. out put terminal board1 No. Kilowatt hour meter (62.5 KVA and above)1 No. MCCB of suitable capacity (L&T/CROMPTON make)-75 KVA / 60 KW Generator set (Water cooled)

31.280.1F Supplying of 3 phase, 415 volts, 50 cycles, 0.8 power factor no 715094.5 for electric starting diesel generator comprising the following units (Kirloskar/Leyland/Ruston/Greaves Cotton/Cummins make) water cooled and shall be of multi stroke, multi cylinders, cold starting, developing not less than105BHP under normal temperature and pressure. The engine shall conform to I.S. 10002 with latest amendments. It shall be capable of taking 10% over load for one hour in every 12 hours of continous operation including 6 Nos. of anti vibration pads.The engine shall be complete with the following accessories:Electrical starting provision, engine cooling fan, fuel and lubricating oil filters, oil bath, air filter, lub oil pressure gauge 200 litres capacity fuel tank mounted with engine, hour meter with exhaust manifold, flexible pipe, 12 /24 volts electric starting equipment complete with starter, alternator and one 12 volts with 21 plates battery of make AMCO/STANDARD/EXIDE/DAGANITE (with Guarantee cards) of adequate capacity and low lubricating oil pressure/high temperature varying engine shut down Karaikal Page 328

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. devices.The Acoustic enclosure shall have the following: Acoustic enclosure shall be powder coated and fabricated out of 16 SWG CRCA MS sheet. The silent canopy shall be of nut bolt type construction. Powder coating is done after seven tank surface preparation process of sheet metal. Canopy panel and doors shall have inside lining of FIRE- RETARDANT foam/Rock Wool as acoustic material. Four hinged doors shall be provided to canopy, one door shall have glass window for control panel.Base frame is fabricated either in ISMC channel or in sheet metal. The base frame is rugged in construction and designed for mounting engine and alternator, with cross members mounted on AVM. The base frame shall have provision for mounting of acoustic enclosure and it is having provision of lifting hook for convenient lifting of complete set, i.e. along with canopy, engine and alternator.Fuel tank shall be fabricated out of 14 SWG CRCA MS sheet and is part of base frame. It is duly painted and fitted with inlet and outlet connections of suitable capacity.The Acoustic enclosure shall be Type test approved as per CPCB norms. The average sound level, when measure in green field condition (ISO m3744 OR 8528 PT 10) at 1- meter distance from all four sides shall be less than 75-dBA average or as per CPCB norms. The average stabilized hot air temperature rise with in the canopy is maintained with in 10 C over and above ambient temperature.Acoustic enclosure is suitable for Outdoor / Indoor installation. Lockable doors shall be provided. Lockable fuel filling arrangement to be provided external to the canopy. Residential Silencer is housed in the canopy. The exhaust gasses shall be taken out through a suitable flexible pipe to prevent any back pressure on the engine.Base frame sturdy, fabricated welded construction, channel iron / sheet metal base frame for mounting the above engine and alternator.Standard Tools and Spares:Double ended spanners complete set (small and big size sets) - 12 Nos. (TAPARIA/GEDORGE/EVEREST make)Screw driver (30cm long) Taparia make .Screw driver (45cm long) Taparia make .Cutting plyer.Diesel filter with elements - 2 Nos.Oil filter with elements - 1 No.All the above accessories with complete set.AlternatorThe alternator shall be of Crompton/Kirloskar/ Stamford/ELGI make, self excited, self regulated, screen protected, drip proof alternator with static excitation system capable of developing 82.5KVA at 0.8 power factor 415 volts, 3 phase, 50 cycles, generally conforming to I.S.4722 under normal condition, the voltage regulation will be plus or minus 5% of rated voltage. It shall be with end shield/ball roller bearings complete.Control PanelA wall/pedestal mounting (cubical type) fabricated sheet steel construction suitable for manual operation, rated for system output incorporating the following

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. devices/instruments. The panel is made of 1.6mm sheet with one/two hinged front door, bolted back totally enclosed and vermine proof. It shall be with all electrical connections and internal copper wiring with proper color codings for internal wiring. All control equipments and indicating instruments shall be mounted on the control panel. The control panel shall have the following equipments:1 No. Amps/Volt/Frequency meter (96mm x 96 mm) 3 Nos. of suitable current transformers2 Nos. of suitable selector switches for voltmeter and ammeter main switch rotary type on/off pilot lamp (Standard make).1 No. input terminal board.1 No. out put terminal board1 No. Kilowatt hour meter (62.5 KVA and above)1 No. MCCB of suitable capacity (L&T/CROMPTON make)-82.5 KVA / 66 KW Generator set (Water cooled)

31.280.1G Supplying of 3 phase, 415 volts, 50 cycles, 0.8 power factor no 858826.9 for electric starting diesel generator comprising the following units:- (Kirloskar/Leyland/Ruston/Greaves Cotton/Cummins make) water cooled and shall be of multi stroke, multi cylinders, cold starting, developing not less than127BHP under normal temperature and pressure. The engine shall conform to I.S. 10002 with latest amendments. It shall be capable of taking 10% over load for one hour in every 12 hours of continous operation including 6 Nos. of anti vibration pads.The engine shall be complete with the following accessories:Electrical starting provision, engine cooling fan, fuel and lubricating oil filters, oil bath, air filter, lub oil pressure gauge 250 litres capacity fuel tank mounted with engine, hour meter with exhaust manifold, flexible pipe, 12 /24 volts electric starting equipment complete with starter, alternator and two numbers of 12 volts with 21plates battery of make AMCO/STANDARD/EXIDE/DAGANITE (with Guarantee cards) of adequate capacity and low lubricating oil pressure/high temperature varying engine shut down devices.The Acoustic enclosure shall have the following: Acoustic enclosure shall be powder coated and fabricated out of 16 SWG CRCA MS sheet. The silent canopy shall be of nut bolt type construction. Powder coating is done after seven tank surface preparation process of sheet metal. Canopy panel and doors shall have inside lining of FIRE- RETARDANT foam/Rock Wool as acoustic material. Four hinged doors shall be provided to canopy, one door shall have glass window for control panel.Base frame is fabricated either in ISMC channel or in sheet metal. The base frame is rugged in construction and designed for mounting engine and alternator, with cross members mounted on AVM. The base

Karaikal Page 330

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. frame shall have provision for mounting of acoustic enclosure and it is having provision of lifting hook for convenient lifting of complete set, i.e. along with canopy, engine and alternator.Fuel tank shall be fabricated out of 14 SWG CRCA MS sheet and is part of base frame. It is duly painted and fitted with inlet and outlet connections of suitable capacity.The Acoustic enclosure shall be Type test approved as per CPCB norms. The average sound level, when measure in green field condition (ISO m3744 OR 8528 PT 10) at 1- meter distance from all four sides shall be less than 75-dBA average or as per CPCB norms. The average stabilized hot air temperature rise with in the canopy is maintained with in 10 C over and above ambient temperature.Acoustic enclosure is suitable for Outdoor / Indoor installation. Lockable doors shall be provided. Lockable fuel filling arrangement to be provided external to the canopy. Residential Silencer is housed in the canopy. The exhaust gasses shall be taken out through a suitable flexible pipe to prevent any back pressure on the engine.Base frame sturdy, fabricated welded construction, channel iron / sheet metal base frame for mounting the above engine and alternator.Standard Tools and Spares:Double ended spanners complete set (small and big size sets) - 12 Nos. (TAPARIA/GEDORGE/EVEREST make)Screw driver (30cm long) Taparia make .Screw driver (45cm long) Taparia make .Cutting plyer.Diesel filter with elements - 2 Nos.Oil filter with elements - 1 No.All the above accessories with complete set.AlternatorThe alternator shall be of Crompton/Kirloskar/ Stamford/ELGI make, self excited, self regulated, screen protected, drip proof alternator with static excitation system capable of developing 100 KVA at 0.8 power factor 415 volts, 3 phase, 50 cycles, generally conforming to I.S.4722 under normal condition, the voltage regulation will be plus or minus 5% of rated voltage. It shall be with end shield/ball roller bearings complete.Control PanelA wall/pedestal mounting (cubical type) fabricated sheet steel construction suitable for manual operation, rated for system output incorporating the following devices/instruments. The panel is made of 1.6mm sheet with one/two hinged front door, bolted back totally enclosed and vermine proof. It shall be with all electrical connections and internal copper wiring with proper color codings for internal wiring. All control equipments and indicating instruments shall be mounted on the control panel. The control panel shall have the following equipments:1 No. Amps/Volt/Frequency meter (96mm x 96 mm) 3 Nos. of suitable current transformers2 Nos. of suitable selector switches for voltmeter and ammeter main switch rotary type on/off pilot lamp (Standard make).1 No. input terminal board.1 No. out put terminal board1 No. Kilowatt hour meter

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. (62.5 KVA and above)1 No. MCCB of suitable capacity (L&T/CROMPTON make)-100 KVA / 80 KW Generator set (Water cooled)

31.280.1H Supplying of 3 phase, 415 volts, 50 cycles, 0.8 power factor no 927218.3 for electric starting diesel generator comprising the following units:- (Kirloskar/Leyland/Ruston/Greaves Cotton/Cummins make) water cooled and shall be of multi stroke, multi cylinders, cold starting, developing not less than154 BHP under normal temperature and pressure. The engine shall conform to I.S. 10002 with latest amendments. It shall be capable of taking 10% over load for one hour in every 12 hours of continous operation including 6 Nos. of anti vibration pads.The engine shall be complete with the following accessories:Electrical starting provision, engine cooling fan, fuel and lubricating oil filters, oil bath, air filter, lub oil pressure gauge 250 litres capacity fuel tank mounted with engine, hour meter with exhaust manifold, flexible pipe, 12 /24 volts electric starting equipment complete with starter, alternator and two numbers of 12 volts with 21 plates battery of make AMCO/STANDARD/EXIDE/DAGANITE (with Guarantee cards) of adequate capacity and low lubricating oil pressure/high temperature varying engine shut down devices.The Acoustic enclosure shall have the following: Acoustic enclosure shall be powder coated and fabricated out of 16 SWG CRCA MS sheet. The silent canopy shall be of nut bolt type construction. Powder coating is done after seven tank surface preparation process of sheet metal. Canopy panel and doors shall have inside lining of FIRE- RETARDANT foam/Rock Wool as acoustic material. Four hinged doors shall be provided to canopy, one door shall have glass window for control panel.Base frame is fabricated either in ISMC channel or in sheet metal. The base frame is rugged in construction and designed for mounting engine and alternator, with cross members mounted on AVM. The base frame shall have provision for mounting of acoustic enclosure and it is having provision of lifting hook for convenient lifting of complete set, i.e. along with canopy, engine and alternator.Fuel tank shall be fabricated out of 14 SWG CRCA MS sheet and is part of base frame. It is duly painted and fitted with inlet and outlet connections of suitable capacity.The Acoustic enclosure shall be Type test approved as per CPCB norms. The average sound level, when measure in green field condition (ISO m3744 OR 8528 PT 10) at 1- meter distance from all four sides shall be less than 75-dBA average or as per CPCB norms. The average stabilized hot air temperature rise with in the canopy is maintained with in 10 C over and above ambient temperature.Acoustic enclosure is Karaikal Page 332

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. suitable for Outdoor / Indoor installation. Lockable doors shall be provided. Lockable fuel filling arrangement to be provided external to the canopy. Residential Silencer is housed in the canopy. The exhaust gasses shall be taken out through a suitable flexible pipe to prevent any back pressure on the engine.Base frame sturdy, fabricated welded construction, channel iron / sheet metal base frame for mounting the above engine and alternator.Standard Tools and Spares:Double ended spanners complete set (small and big size sets) - 12 Nos. (TAPARIA/GEDORGE/EVEREST make)Screw driver (30cm long) Taparia make .Screw driver (45cm long) Taparia make .Cutting plyer.Diesel filter with elements - 2 Nos.Oil filter with elements - 1 No.All the above accessories with complete set.AlternatorThe alternator shall be of Crompton/Kirloskar/ Stamford/ELGI make, self excited, self regulated, screen protected, drip proof alternator with static excitation system capable of developing 125KVA at 0.8 power factor 415 volts, 3 phase, 50 cycles, generally conforming to I.S.4722 under normal condition, the voltage regulation will be plus or minus 5% of rated voltage. It shall be with end shield/ball roller bearings complete.Control PanelA wall/pedestal mounting (cubical type) fabricated sheet steel construction suitable for manual operation, rated for system output incorporating the following devices/instruments. The panel is made of 1.6mm sheet with one/two hinged front door, bolted back totally enclosed and vermine proof. It shall be with all electrical connections and internal copper wiring with proper color codings for internal wiring. All control equipments and indicating instruments shall be mounted on the control panel. The control panel shall have the following equipments:1 No. Amps/Volt/Frequency meter (96mm x 96 mm) 3 Nos. of suitable current transformers2 Nos. of suitable selector switches for voltmeter and ammeter main switch rotary type on/off pilot lamp (Standard make).1 No. input terminal board.1 No. out put terminal board1 No. Kilowatt hour meter (62.5 KVA and above)1 No. MCCB of suitable capacity (L&T/CROMPTON make)-125 KVA / 100 KW Generator set (Water cooled)

31.280.1I Supplying of 3 phase, 415 volts, 50 cycles, 0.8 power factor no 1212805. for electric starting diesel generator comprising the following 00 units:- (Kirloskar/Leyland/Ruston/Greaves Cotton/Cummins make) water cooled and shall be of multi stroke, multi cylinders, cold starting, developing not less than198BHP under normal temperature and pressure. The engine shall

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. conform to I.S. 10002 with latest amendments. It shall be capable of taking 10% over load for one hour in every 12 hours of continous operation including 6 Nos. of anti vibration pads.The engine shall be complete with the following accessories:Electrical starting provision, engine cooling fan, fuel and lubricating oil filters, oil bath, air filter, lub oil pressure gauge 350 litres capacity fuel tank mounted with engine, hour meter with exhaust manifold, flexible pipe, 12 /24 volts electric starting equipment complete with starter, alternator and twonumbers of 12 volts with 25 plates battery of make AMCO/STANDARD/EXIDE/DAGANITE (with Guarantee cards) of adequate capacity and low lubricating oil pressure/high temperature varying engine shut down devices.The Acoustic enclosure shall have the following: Acoustic enclosure shall be powder coated and fabricated out of 16 SWG CRCA MS sheet. The silent canopy shall be of nut bolt type construction. Powder coating is done after seven tank surface preparation process of sheet metal. Canopy panel and doors shall have inside lining of FIRE- RETARDANT foam/Rock Wool as acoustic material. Four hinged doors shall be provided to canopy, one door shall have glass window for control panel.Base frame is fabricated either in ISMC channel or in sheet metal. The base frame is rugged in construction and designed for mounting engine and alternator, with cross members mounted on AVM. The base frame shall have provision for mounting of acoustic enclosure and it is having provision of lifting hook for convenient lifting of complete set, i.e. along with canopy, engine and alternator.Fuel tank shall be fabricated out of 14 SWG CRCA MS sheet and is part of base frame. It is duly painted and fitted with inlet and outlet connections of suitable capacity.The Acoustic enclosure shall be Type test approved as per CPCB norms. The average sound level, when measure in green field condition (ISO m3744 OR 8528 PT 10) at 1- meter distance from all four sides shall be less than 75-dBA average or as per CPCB norms. The average stabilized hot air temperature rise with in the canopy is maintained with in 10 C over and above ambient temperature.Acoustic enclosure is suitable for Outdoor / Indoor installation. Lockable doors shall be provided. Lockable fuel filling arrangement to be provided external to the canopy. Residential Silencer is housed in the canopy. The exhaust gasses shall be taken out through a suitable flexible pipe to prevent any back pressure on the engine.Base frame sturdy, fabricated welded construction, channel iron / sheet metal base frame for mounting the above engine and alternator.Standard Tools and Spares:Double ended spanners complete set (small and big size sets) - 12 Nos. (TAPARIA/GEDORGE/EVEREST make)Screw driver (30cm long) Taparia make .Screw driver (45cm long)

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. Taparia make .Cutting plyer.Diesel filter with elements - 2 Nos.Oil filter with elements - 1 No.All the above accessories with complete set.AlternatorThe alternator shall be of Crompton/Kirloskar/ Stamford/ELGI make, self excited, self regulated, screen protected, drip proof alternator with static excitation system capable of developing 160 KVA at 0.8 power factor 415 volts, 3 phase, 50 cycles, generally conforming to I.S.4722 under normal condition, the voltage regulation will be plus or minus 5% of rated voltage. It shall be with end shield/ball roller bearings complete.Control PanelA wall/pedestal mounting (cubical type) fabricated sheet steel construction suitable for manual operation, rated for system output incorporating the following devices/instruments. The panel is made of 1.6mm sheet with one/two hinged front door, bolted back totally enclosed and vermine proof. It shall be with all electrical connections and internal copper wiring with proper color codings for internal wiring. All control equipments and indicating instruments shall be mounted on the control panel. The control panel shall have the following equipments:1 No. Amps/Volt/Frequency meter (96mm x 96 mm) 3 Nos. of suitable current transformers2 Nos. of suitable selector switches for voltmeter and ammeter main switch rotary type on/off pilot lamp (Standard make).1 No. input terminal board.1 No. out put terminal board1 No. Kilowatt hour meter (62.5 KVA and above)1 No. MCCB of suitable capacity (L&T/CROMPTON make)-160 KVA / 128KW Generator set (Water cooled)

31.280.1J Supplying of 3 phase, 415 volts, 50 cycles, 0.8 power factor no 1399526. for electric starting diesel generator comprising the following 20 units:- (Kirloskar/Leyland/Ruston/Greaves Cotton/Cummins make) water cooled and shall be of multi stroke, multi cylinders, cold starting, developing not less than 254 BHP under normal temperature and pressure. The engine shall conform to I.S. 10002 with latest amendments. It shall be capable of taking 10% over load for one hour in every 12 hours of continous operation including 6 Nos. of anti vibration pads.The engine shall be complete with the following accessories:Electrical starting provision, engine cooling fan, fuel and lubricating oil filters, oil bath, air filter, lub oil pressure gauge 350 litres capacity fuel tank mounted with engine, hour meter with exhaust manifold, flexible pipe, 12 /24 volts electric starting equipment complete with starter, alternator and two numbers of 12 volts with 25 plates battery of make AMCO/STANDARD/EXIDE/DAGANITE (with Guarantee cards) of adequate capacity and low lubricating oil pressure/high temperature varying engine shut down Karaikal Page 335

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. devices.The Acoustic enclosure shall have the following: Acoustic enclosure shall be powder coated and fabricated out of 16 SWG CRCA MS sheet. The silent canopy shall be of nut bolt type construction. Powder coating is done after seven tank surface preparation process of sheet metal. Canopy panel and doors shall have inside lining of FIRE- RETARDANT foam/Rock Wool as acoustic material. Four hinged doors shall be provided to canopy, one door shall have glass window for control panel.Base frame is fabricated either in ISMC channel or in sheet metal. The base frame is rugged in construction and designed for mounting engine and alternator, with cross members mounted on AVM. The base frame shall have provision for mounting of acoustic enclosure and it is having provision of lifting hook for convenient lifting of complete set, i.e. along with canopy, engine and alternator.Fuel tank shall be fabricated out of 14 SWG CRCA MS sheet and is part of base frame. It is duly painted and fitted with inlet and outlet connections of suitable capacity.The Acoustic enclosure shall be Type test approved as per CPCB norms. The average sound level, when measure in green field condition (ISO m3744 OR 8528 PT 10) at 1- meter distance from all four sides shall be less than 75-dBA average or as per CPCB norms. The average stabilized hot air temperature rise with in the canopy is maintained with in 10 C over and above ambient temperature.Acoustic enclosure is suitable for Outdoor / Indoor installation. Lockable doors shall be provided. Lockable fuel filling arrangement to be provided external to the canopy. Residential Silencer is housed in the canopy. The exhaust gasses shall be taken out through a suitable flexible pipe to prevent any back pressure on the engine.Base frame sturdy, fabricated welded construction, channel iron / sheet metal base frame for mounting the above engine and alternator.Standard Tools and Spares:Double ended spanners complete set (small and big size sets) - 12 Nos. (TAPARIA/GEDORGE/EVEREST make)Screw driver (30cm long) Taparia make .Screw driver (45cm long) Taparia make .Cutting plyer.Diesel filter with elements - 2 Nos.Oil filter with elements - 1 No.All the above accessories with complete set.AlternatorThe alternator shall be of Crompton/Kirloskar/ Stamford/ELGI make, self excited, self regulated, screen protected, drip proof alternator with static excitation system capable of developing 200 KVA at 0.8 power factor 415 volts, 3 phase, 50 cycles, generally conforming to I.S.4722 under normal condition, the voltage regulation will be plus or minus 5% of rated voltage. It shall be with end shield/ball roller bearings complete.Control PanelA wall/pedestal mounting (cubical type) fabricated sheet steel construction suitable for manual operation, rated for system output incorporating the following

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. devices/instruments. The panel is made of 1.6mm sheet with one/two hinged front door, bolted back totally enclosed and vermine proof. It shall be with all electrical connections and internal copper wiring with proper color codings for internal wiring. All control equipments and indicating instruments shall be mounted on the control panel. The control panel shall have the following equipments:1 No. Amps/Volt/Frequency meter (96mm x 96 mm) 3 Nos. of suitable current transformers2 Nos. of suitable selector switches for voltmeter and ammeter main switch rotary type on/off pilot lamp (Standard make).1 No. input terminal board.1 No. out put terminal board1 No. Kilowatt hour meter (62.5 KVA and above)1 No. MCCB of suitable capacity (L&T/CROMPTON make)-200 KVA / 160 KW Generator set (Water cooled)

31.280.1K Supplying of 3 phase, 415 volts, 50 cycles, 0.8 power factor no 1744422. for electric starting diesel generator comprising the following 01 units:- (Kirloskar/Leyland/Ruston/Greaves Cotton/Cummins make) water cooled and shall be of multi stroke, multi cylinders, cold starting, developing not less than 309 BHP under normal temperature and pressure. The engine shall conform to I.S. 10002 with latest amendments. It shall be capable of taking 10% over load for one hour in every 12 hours of continous operation including 6 Nos. of anti vibration pads.The engine shall be complete with the following accessories:Electrical starting provision, engine cooling fan, fuel and lubricating oil filters, oil bath, air filter, lub oil pressure gauge 400 litres capacity fuel tank mounted with engine, hour meter with exhaust manifold, flexible pipe, 12 /24 volts electric starting equipment complete with starter, alternator and two numbers of 12 volts with 25 plates battery of make AMCO/STANDARD/EXIDE/DAGANITE (with Guarantee cards) of adequate capacity and low lubricating oil pressure/high temperature varying engine shut down devices.The Acoustic enclosure shall have the following: Acoustic enclosure shall be powder coated and fabricated out of 16 SWG CRCA MS sheet. The silent canopy shall be of nut bolt type construction. Powder coating is done after seven tank surface preparation process of sheet metal. Canopy panel and doors shall have inside lining of FIRE- RETARDANT foam/Rock Wool as acoustic material. Four hinged doors shall be provided to canopy, one door shall have glass window for control panel.Base frame is fabricated either in ISMC channel or in sheet metal. The base frame is rugged in construction and designed for mounting engine and alternator, with cross members mounted on AVM. The base

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. frame shall have provision for mounting of acoustic enclosure and it is having provision of lifting hook for convenient lifting of complete set, i.e. along with canopy, engine and alternator.Fuel tank shall be fabricated out of 14 SWG CRCA MS sheet and is part of base frame. It is duly painted and fitted with inlet and outlet connections of suitable capacity.The Acoustic enclosure shall be Type test approved as per CPCB norms. The average sound level, when measure in green field condition (ISO m3744 OR 8528 PT 10) at 1- meter distance from all four sides shall be less than 75-dBA average or as per CPCB norms. The average stabilized hot air temperature rise with in the canopy is maintained with in 10 C over and above ambient temperature.Acoustic enclosure is suitable for Outdoor / Indoor installation. Lockable doors shall be provided. Lockable fuel filling arrangement to be provided external to the canopy. Residential Silencer is housed in the canopy. The exhaust gasses shall be taken out through a suitable flexible pipe to prevent any back pressure on the engine.Base frame sturdy, fabricated welded construction, channel iron / sheet metal base frame for mounting the above engine and alternator.Standard Tools and Spares:Double ended spanners complete set (small and big size sets) - 12 Nos. (TAPARIA/GEDORGE/EVEREST make)Screw driver (30cm long) Taparia make .Screw driver (45cm long) Taparia make .Cutting plyer.Diesel filter with elements - 2 Nos.Oil filter with elements - 1 No.All the above accessories with complete set.AlternatorThe alternator shall be of Crompton/Kirloskar/ Stamford/ELGI make, self excited, self regulated, screen protected, drip proof alternator with static excitation system capable of developing 250 KVA at 0.8 power factor 415 volts, 3 phase, 50 cycles, generally conforming to I.S.4722 under normal condition, the voltage regulation will be plus or minus 5% of rated voltage. It shall be with end shield/ball roller bearings complete.Control PanelA wall/pedestal mounting (cubical type) fabricated sheet steel construction suitable for manual operation, rated for system output incorporating the following devices/instruments. The panel is made of 1.6mm sheet with one/two hinged front door, bolted back totally enclosed and vermine proof. It shall be with all electrical connections and internal copper wiring with proper color codings for internal wiring. All control equipments and indicating instruments shall be mounted on the control panel. The control panel shall have the following equipments:1 No. Amps/Volt/Frequency meter (96mm x 96 mm) 3 Nos. of suitable current transformers2 Nos. of suitable selector switches for voltmeter and ammeter main switch rotary type on/off pilot lamp (Standard make).1 No. input terminal board.1 No. out put terminal board1 No. Kilowatt hour meter

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31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. (62.5 KVA and above)1 No. MCCB of suitable capacity (L&T/CROMPTON make)-250 KVA / 200 KW Generator set (Water cooled)

31.281.1A Providing and fixing of suitable M.S.exhaust pipe including 2 no 5748.26 Nos. of M.S. bends (long), 7 Nos. of M.S. flanges, M.S. pipe Class B - 5 Rm as flexible exhaust pipe. The rate is inclusive of transportation charges for shifting of welding machine and gas cutting set to site, consumption of welding rod 10 SWG and cutting gas, providing fasterners of 10mm bolts / nuts / washers and flange gaskets including labour charges etc. as per IE standard.-65 mm dia exhaust pipe (upto 40 KVA)

31.281.1B Providing and fixing of suitable M.S.exhaust pipe including 2 job 7156.00 Nos. of M.S. bends (long), 7 Nos. of M.S. flanges, M.S. pipe Class B - 5 Rm as flexible exhaust pipe. The rate is inclusive of transportation charges for shifting of welding machine and gas cutting set to site, consumption of welding rod 10 SWG and cutting gas, providing fasterners of 10mm bolts / nuts / washers and flange gaskets including labour charges etc. as per IE standard.-80 mm dia exhaust pipe (From 50 KVA to 100 KVA)

31.281.1C Providing and fixing of suitable M.S.exhaust pipe including 2 job 9736.85 Nos. of M.S. bends (long), 7 Nos. of M.S. flanges, M.S. pipe Class B - 5 Rm as flexible exhaust pipe. The rate is inclusive of transportation charges for shifting of welding machine and gas cutting set to site, consumption of welding rod 10 SWG and cutting gas, providing fasterners of 10mm bolts / nuts / washers and flange gaskets including labour charges etc. as per IE standard.100 mm dia exhaust pipe (From 125 KVA to 160 KVA)

31.281.1D Providing and fixing of suitable M.S.exhaust pipe including 2 job 11965.77 Nos. of M.S. bends (long), 7 Nos. of M.S. flanges, M.S. pipe Class B - 5 Rm as flexible exhaust pipe. The rate is inclusive of transportation charges for shifting of welding machine and gas cutting set to site, consumption of welding rod 10 SWG and cutting gas, providing fasterners of 10mm bolts / nuts / washers and flange gaskets including labour charges etc. as per IE standard.125 mm dia exhaust pipe (From 200 KVA to 250 KVA)

31.282.1 Providing and laying of aluminium cladding with 50 mm thick sqm 1407.74 glass wool slab with chicken mesh and covered with 24 SWG aluminium sheet (the rate includes double calculation for Karaikal Page 339

31 . Water Supply (Public Health) Code No. Description Unit Rate Rs. flanges & bends) as per I.E. standards.

31.283.1 Providing and fixing of fire safety equipments comprising 1 set 4692.46 No. of 4.5 kg of CO2 fire extinquisher 1m x 2m x6mm thick rubber mat shock proof of superior quality with two numbers of 10 litres capacity fire buckets (red colour) with M.S. stand arrangements etc.

31.284.1A Providing and fixing of 4 pole change over switch of no 8035.84 STANDARD/HAVELLS/KUNDAN/ GEM make including M.S. frame as per I.E. standard.-100 Amps (upto 50 KVA)

31.284.1B Providing and fixing of 4 pole change over switch of no 10745.73 STANDARD/HAVELLS/KUNDAN/ GEM make including M.S. frame as per I.E. standard.-200 Amps(from 62.5/63 KVA to 100 KVA)

31.284.1C Providing and fixing of 4 pole change over switch of no 17285.85 STANDARD/HAVELLS/KUNDAN/ GEM make including M.S. frame as per I.E. standard.-400 Amps(Above 100 KVA)

31.285.1A Charges for transporting, erection, testing and commissioning job 17596.73 of generator set excluding foundation,but including mechanical and other unskilled wages for installation of equipment, wiring from generator set to panel board and change over switches, handling charges, purchase of spares if any required for the installation and commissioning, the cost of fuel and other materials for a trial run of 6 hours. This rate also includes for testing and commissioning of generator set as specified, obtaining approval of Central Electricity Authority (CEA), payment for CEA inspection/Licence fees or any other charges and fulfilling other requirements and conditions laid down by CEA-From 30 KVA to 50 KVA

31.285.1B Charges for transporting, erection, testing and commissioning job 20529.51 of generator set excluding foundation,but including mechanical and other unskilled wages for installation of equipment, wiring from generator set to panel board and change over switches, handling charges, purchase of spares if any required for the installation and commissioning, the cost of fuel and other materials for a trial run of 6 hours. This rate also includes for testing and commissioning of generator set as specified, obtaining approval of Central Electricity Authority (CEA), payment for CEA inspection/Licence fees or any other charges and fulfilling other requirements and conditions laid down by CEA-From 62.5 / 63 KVA to 100 KVA

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31.285.1C Charges for transporting, erection, testing and commissioning job 28154.76 of generator set excluding foundation,but including mechanical and other unskilled wages for installation of equipment, wiring from generator set to panel board and change over switches, handling charges, purchase of spares if any required for the installation and commissioning, the cost of fuel and other materials for a trial run of 6 hours. This rate also includes for testing and commissioning of generator set as specified, obtaining approval of Central Electricity Authority (CEA), payment for CEA inspection/Licence fees or any other charges and fulfilling other requirements and conditions laid down by CEA-from 125 KVA to 200 KVA

31.285.1D Charges for transporting, erection, testing and commissioning job 35193.45 of generator set excluding foundation,but including mechanical and other unskilled wages for installation of equipment, wiring from generator set to panel board and change over switches, handling charges, purchase of spares if any required for the installation and commissioning, the cost of fuel and other materials for a trial run of 6 hours. This rate also includes for testing and commissioning of generator set as specified, obtaining approval of Central Electricity Authority (CEA), payment for CEA inspection/Licence fees or any other charges and fulfilling other requirements and conditions laid down by CEA-Above 200 KVA

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32 . Sewerage (Public Health) Code No. Description Unit Rate Rs.








32.5.4 Dismantling of old S.W. pipes including breaking of joints and metre 22.90 bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps - 230 mm dia.

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32.5.6 Dismantling of old S.W. pipes including breaking of joints and metre 24.80 bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materiasl into municipal dumps - 300 mm diameter








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32 . Sewerage (Public Health) Code No. Description Unit Rate Rs. 32.6.5 Providing and laying non-pressure NP2 class (light duty) metre 1110.47 R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete - 450 mm dia.


32.11.1.2 Constructing brick masonry manhole with 35 class designation each 6379.14 bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design - inside size 90 x 80 cm and 45 cm deep including C.I. cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg. and weight of frame 15 kg) - with bricks of class designation 35.

32.11.2.2 Constructing brick masonry manhole with 35 class designation each 6940.19 bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) neatly finished complete as per standard design - inside size 90 x 80cm and 60cm deep including C.I. cover with frame (light duty) 455 x 610mm internal dimensions total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg. and weight of frame 15 kg.) - with bricks of class designation 35.

32.11.3.2 Constructing brick masonry manhole with 35 class designation each 11149.54 bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone

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32 . Sewerage (Public Health) Code No. Description Unit Rate Rs. aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of nean cement complete as per standard design - inside size 120 x 90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg. (weight of cover 58 kg. and weight of frame 58 kg) - with bricks of class designation 35.

32.11.4.2 Constructing brick masonry manhole with 35 class designation each 12446.40 bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of nean cement complete as per standard design - inside size 120 x 90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg. (weight of cover 108 kg. and weight of frame 100 kg) - with bricks of class designation 35.

32.12.1.2 Extra for depth for manholes - size of 90 x 80 cm - with metre 3708.14 bricks of class designation 35.

32.12.2.2 Extra for depth for manholes - size 120 x 90 cm - with bricks metre 4442.59 of class designation 35.

32.17.1 Providing M.S. foot rests including fixing in manholes with 20 each 224.26 x 20 x 10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design - with 20 x 20 mm square bar.

32.17.2 Providing M.S. foot rests including fixing in manholes with 20 each 170.42 x 20 x 10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design - with 20 mm diameter round bar.

32.18.1 Replacement of M.S. foot rest in manhole including each 256.93 dismantling concrete blocks and fixing with 20 x 20 x 10 cm Karaikal Page 345

32 . Sewerage (Public Health) Code No. Description Unit Rate Rs. cement concrte blocks 1:3:6 ( 1 Cement : 3 coarse Sand : 6 grade stone aggregate 20mm nominal size ) with 20 x 20 mm square bar.

32.18.2 Replacement of M.S foot rests in manhole including each 225.26 dismantling concrete blocks and fixing with 20 x 20 x 10 cm cement concrete blocks 1:3:6 ( 1 cement : 3 coarse sand : 6 grade stone aggregate 20 mm nominal size) with 20 mm diamter round bar.

32.19.1 supplying and fixing C.I. cover without frame for manholes - No 497.37 455 x 610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg.

32.19.2 supplying and fixing C.I. cover without frame for manholes - No 1147.08 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg.

32.19.3 Supplying and fixing C.I. cover without frame for manholes - .No 1667.60 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg

32.19A.1.1 Providing and fixing in position precast R.C.C manhole cover each 1020.49 and frame of reqired shape and approved quality - LD - 2.5 - rectangular shape 600 x 450 mm internal dimensions.

32.19A.1.2 Providing and fixing in position precast R.C.C manhole cover each 870.45 and frame of reqired shape and approved quality - LD - 2.5 - square shape 450 mm internal dimensions

32.19A.1.3 Providing and fixing in position precast R.C.C manhole cover each 800.06 and frame of reqired shape and approved quality - LD - 2.5 - circular shape 450 mm internal diameter.

32.19A.2.1 Providing and fixing in position precast R.C.C manhole cover each 993.40 and frame of reqired shape and approved quality - MD - 10 - square 500 mm internal dimensions.

32.19A.2.2 Providing and fixing in position precast R.C.C manhole cover each 945.95 and frame of reqired shape and approved quality - MD - 10 - circular shape 500 mm internal diamter

32.19A.3.1 Providing and fixing in position precast R.C.C manhole cover each 1286.77 and frame of reqired shape and approved quality - HD - 20 - circular shape 560 mm internal diameter. dimensions. Karaikal Page 346


32.19A.4.1 Providing and fixing in position precast R.C.C manhole cover each 2886.89 and frame of reqired shape and approved quality - EHD - 35 - circular shape 560 mm internal dia.

32.20 supplying and fixing C.I. cover 300 x 300 mm without frame No 301.82 for gully trap (standard pattern) the weight of the cover to be not less than 4.5 kg.




32.22.1 Providing sand cast iron drop connection externally for 60 cm each 4095.78 drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased alround with cement concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate with 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:5 (1 cement : 5 fine cement) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall lead caulkled joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1

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32 . Sewerage (Public Health) Code No. Description Unit Rate Rs. cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe making required channels complete as per standard design and specification. - 100 mm dia. sand cast iron drop connection.

32.22.2 Providing sand cast iron drop connection externally for 60 cm each 5981.02 drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased alround with cement concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate with 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:5 (1 cement : 5 fine sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall lead caulkled joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe making required channels complete as per standard design and specification. - 150 mm dia. sand cast iron drop connection.



32.24.1 Dismantling of manhole including R.C.C.top slab, C.I. cover each 560.39 with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead - Rectangular manhole 90 x 80 cm and 45 cm deep.

32.24.2 Dismantling of manhole including R.C.C.top slab, C.I.cover each 979.38 with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead - Rectangular manhole 120 x 90 cm and 90 cm deep.

32.24.3 Dismantling of manhole including R.C.C.top slab,C.I.cover each 1827.22 with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead - Rectangular arch type manhole 140 x 90 cm and 2.45 m deep.

32.24.4 Dismantling of manhole including R.C.C.top slab, C.I.cover each 1420.42 with frame including stacking of useful materials near the site Karaikal Page 348

32 . Sewerage (Public Health) Code No. Description Unit Rate Rs. and disposal of unserviceable materials into municipal dumps within 50 m lead - Circular manhole 122 cm diameter and 1.68 m deep.

32.25.1 Extra for depth of manholes dismantled-rectangular manhole metre 441.35 90 x 80 cm and 45cm deep

32.25.2 Extra for depth of manholes dismantled - rectangular manhole metre 525.47 120 x 90 cm and 90 cm deep.

32.25.3 Extra for depth of manholes dismantled - rectangular arch meter 425.75 type manhole 140 x 90 cm and 2.45 m deep. (upto 4.25 m

32.26A Providing R.C.C.spun vent shaft with cowl 140 mm and 200 each 10730.34 mm internal and external dia. respectively at top 300 and 450 mm internal and external dia. respectively at bottom and 9.10 m overall length, bottom 1.25 m below ground level fixed in a pit 90 x 90 x 150 cm with cement concrete 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 20 mm nominal size) 25 cm in bed and minimum 20 cm alround with top 15 cm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), junction of vent shaft and concrete grouted with cement mortar 1:1 (1 cement : 1 fine sand) including making connection with sewer manhole with 150 mm dia. cement concrete pipe of required length complete as per standard design.

32.27.2 Constructing brick masonry road gully chamber 50x45x60cm each 3089.25 with bricks of class designation 35 in cement mortar 1:5 (1 cement : 5 fine sand) including 500x450mm precast R.C.C. horizontal grating with frame complete as per standard design:- With Class 35 designation bricks.

32.28.2 Constructing brick masonry road gully chamber each 3303.43 45x45x77.5cm with bricks of class designation 35 in cement mortar 1:5 (1 cement : 5 fine sand) with precast R.C.C. vertical grating complete as per standard design - with class designation 35 bricks.

32.29.2 Constructing brick masonry road gully chamber each 5916.91 110x50x77.5cm with bricks of class designation 35 in cement mortar 1:5 (1 cment : 5 fine sand) including 500x450mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design:-with class designation 35 bricks.

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32 . Sewerage (Public Health) Code No. Description Unit Rate Rs. 32.33.1.2 Constructing brick masonry chamber for underground each 3282.30 C.I.inspection chamber and bends with 35 class designation bricks in cement mortar 1:5 (1 cement : 5 fine sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design - inside dimensions 455 x 610 mm and 45 cm deep for single pipe line. - With 35 class designation bricks. 32.33.2.2 Constructing brick masonry chamber for underground each 3906.39 C.I.inspection chamber and bends with 35 class designation bricks in cement mortar 1:5 (1 cement : 5 fine sand) C.I. cover with frame (light duty) 455x 610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design - inside dimensions 500 x 700 mm and 45 cm deep for pipe line with one or two inlets. 32.33.3.2 Constructing brick masonry chamber for underground each 4576.06 C.I.inspection chamber and bends with 35 class designation bricks in cement mortar 1:5 (1 cement : 5 sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design - inside dimensions 600 x 850 mm and 45 cm deep for pipe line with three or more inlets.


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32 . Sewerage (Public Health) Code No. Description Unit Rate Rs. 32.34.2.2 Extra for depth beyond 45 cm or brick masonry chamber - for metre 2728.41 500x700 mm size with bricks of class designation 35.

32.34.3.2 Extra for depth beyond 45 cm or brick masonry chamber - for metre 3177.89 600 x 850 mm size with bricks of class designation 35.

32.35.1.2 Constructing brick masonry open surface drain with bricks of metre 435.78 class designation 35 in cement mortar 1 : 4 (1 cement : 4 fine sand) including earth excavation, 10 cm thick bed concrete 1 : 5 : 10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size and 25 mm thick cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1 : 4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design - 10 cm drain 20 cm average depth with class designation 35 bricks.

32.35.2.2 Constructing brick masonry open surface drain with class metre 462.59 designation 35 in cement mortar 1 : 4 (1 cement : 4 fine sand) including earth excavation, 10 cm thick bed concrete 1 : 5 : 10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size and 25 mm thick cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1 : 4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design - 15 cm drain 20 cm average depth - with brick class designation 35.

32.35.3.2 Constructing brick masonry open surface drain with class metre 627.96 designation 35 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10 cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size and 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design - 25 cm drain 30 cm average depth - with brick class designation 35. 32.39.2 Making soak pit 2.5m diameter 3.0 metre deep with 45x45cm each 14188.32 dry brick honey comb shaft with bricks of class designation 35 and S.W drain pipe 100mm diameter, 1.8m long complete as per standard design - with brick of class designation 35.

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32.40.1A Cutting open B.T. Road or macadam road for laying water cum 201.00 main / sewer lines and stacking the usable materials on road side for reuse in road works.

32.40.1B Cutting open concrete road for laying water main/sewer lines cum 296.00 & stacking the usable materials on road side for reuse in road works.

32.40.2A Earth work excavation above water level and depositing on cum 135.51 bank in sandy silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for I.C’s manhole, well, infiltration, suction well including driving shoring materials etc., for excavation purpose and removing the shoring materials and refilling the trenches with excavated earth complying with standard specifications etc., complete.For first depth of 2 metres (using open timbering)

32.40.2B Earth work excavation above water level and depositing on cum 229.24 bank in sandy silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam & ordinary soil for I.C's man hole, well, infiltration, suction well including driving shoring materials etc. for excavation purpose and removing the shoring materials and refilling the trenches with excavated earth complying with standard specification., complete - For first depth of 2 metres (using close timbering).

32.40.2C Earth work excavation above water level and depositing on cum 250.72 bank in sandy silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for I.C’s manhole, well, infiltration, suction well including driving shoring materials etc.,for excavation purpose and removing the shoring materials and refilling the trenches with excavated earth complying with standard specifications etc., complete – For second depth of 2 metres (using close timbering)

32.40.2D Earth work excavation above water level and depositing on cum 304.85 bank in sandy silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for I.C’s manhole, well, infiltration, suction well including driving shoring materials etc.,for excavation purpose and removing the shoring materials and refilling the trenches with excavated earth complying with standard specifications etc., complete – For third depth of 2 metres (using close timbering)

32.41.1A Earth work excavation below water level and depositing on cum 495.00 bank in sandy,silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for I.Cs, manhole, well, infiltration well, suction well,siphon or Karaikal Page 352

32 . Sewerage (Public Health) Code No. Description Unit Rate Rs. connecting pipe line including driving shoring materials etc,. for excavation purpose and removing the shoring materials and pumping out water caused by spring or tidal or river seepage using diesel engine and refilling with excavated earth complying with standard specification etc. complete. – For first depth of 2 metre (using close timbering).

32.41.1B Earth work excavation below water level and depositing on cum 698.00 bank in sandy silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for I.Cs, manhole, well, infiltration well, suction well,siphon or connecting pipe line including driving shoring materials etc, for excavation purpose and removing the shoring materials and pumping out water caused by spring or tidal or river seepage using diesel engine and refilling with excavated earth complying with standard specification etc. complete. - For second depth of 2 metre (using close timbering).

32.41.1C Earth work excavation below water level and depositing on cum 1047.00 bank in sandy silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for I.Cs, manhole, well, infiltration well, suction well,siphon or connecting pipe line including driving shoring materials etc, for excavation purpose and removing the shoring materials and pumping out water caused by spring or tidal or river seepage using diesel engine and refilling with excavated earth complying with standard specification etc. complete.– For third depth of 2 metre (using close timbering).

32.41.1D Earth work excavation below water level and depositing on cum 1518.00 bank in sandy silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for I.Cs, manhole, well, infiltration well, suction well,siphon or connecting pipe line including driving shoring materials etc, for excavation purpose and removing the shoring materials and pumping out water caused by spring or tidal or river seepage using diesel engine and refilling with excavated earth complying with standard specification etc. complete – For fourth depth of 2 metre (using close timbering)

32.41.2A Earth work excavation above water level and depositing on cum 172.81 bank in sandy, silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for infiltration, gallery siphon or connecting pipe line including driving shoring materials as mentioned below. Removing the shoring materials and refilling with excavated earth complying with standard specification etc., complete. - First

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32 . Sewerage (Public Health) Code No. Description Unit Rate Rs. depth of 2m (using open timbering)

32.41.2B Earth work excavation above water level and depositing on cum 272.77 bank in sandy, silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for infiltration, gallery siphon or connecting pipe line including driving shoring materials as mentioned below. Removing the shoring materials and refilling with excavated earth complying with standard specification etc., complete. - First depth of 2m (using close timbering)

32.41.2C Earth work excavation above water level and depositing on cum 280.70 bank in sandy, silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for infiltration, gallery siphon or connecting pipe line including driving shoring materials as mentioned below. Removing the shoring materials and refilling with excavated earth complying with standard specification etc., complete. - Second depth of 2m (using close timbering)

32.41.2D Earth work excavation above water level and depositing on cum 341.72 bank in sandy, silt or other soil, wet sand or silt, light black cotton soil or clay,sandy loam and ordinary soil for infiltration, gallery siphon or connecting pipe line including driving shoring materials as mentioned below. Removing the shoring materials and refilling with excavated earth complying with standard specification etc., complete. - Third depth of 2m (using close timbering)

32.42.1A Sinking well of 1.25m to 2.0m internal dia below water level metre 453.00 including all incidental charges, such as bailing and pumping of water, using special tools and plants etc.,complete in ordinary soil,loose soil,sandy soil and clay soil. – For first depth of 2 metres

32.42.1B Sinking well of 1.25m to 2.0m internal dia below water level metre 902.50 including all incidental charges such as bailing and pumping of water,using special tools and plants etc.,complete in ordinary soil,loose soil,sandy soil and clay soil. – For second depth of 2 metres.

32.42.1C Sinking well of 1.25m to 2.0m internal dia below water level metre 1799.50 including all incidental charges such as bailing and pumping of water, using special tools and plants etc.,complete in ordinary soil,loose soil,sandy soil and clay soil. – For third depth of 2 metres.

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32.42.1D Sinking well of 1.25m to 2.0m internal dia below water level metre 3013.00 including all incidental charges such as bailing and pumping of water, using special tools and plants etc.,complete in ordinary soil,loose soil,sandy soil and clay soil. – For fourth depth of 2 metres

32.42.2A Sinking well of 4 metre internal dia below water level including metre 1303.00 all incidental charges such as bailing and pumping of water, using special tools and plants etc.,complete in ordinary soil,loose soil,sandy soil and clay soil. – For first depth of 2m.

32.42.2B Sinking well of 4 metre internal dia below water level including metre 2506.00 all incidental charges such as bailing and pumping of water, using special tools and plants etc.,complete in ordinary soil,loose soil,sandy soil and clay soil. – For second depth of 2m.

32.42.2C Sinking well of 4 metre internal dia below water level including metre 4994.00 all incidental charges such as bailing and pumping of water, using special tools and plants etc.,complete in ordinary soil,loose soil,sandy soil and clay soil. – For third depth of 2m.

32.42.2D Sinking well of 4 metre internal dia below water level including metre 9378.00 all incidental charges such as bailing and pumping of water,using special tools and plants etc.,complete in ordinary soil,loose soil,sandy soil and clay soil. – For fourth depth of 2m.

32.42.2E Sinking well of 4 metre internal dia below water level including metre 17539.00 all incidental charges such as bailing and pumping of water,using special tools and plants etc.,complete in ordinary soil,loose soil,sandy soil and clay soil. – For fifth depth of 2m.

32.42.3A Sinking well of 6 metre internal dia below water level including metre 2771.00 all incidental charges such as bailing and pumping of water, using special tools and plants etc., complete in ordinary soil,loose soil,sandy soil and clay soil. – For first depth of 2m.

32.42.3B Sinking well of 6 metre internal dia below water level including metre 5371.00 all incidental charges such as bailing and pumping of water, using special tools and plants etc.,complete in ordinary soil,loose soil,sandy soil and clay soil. – For second depth of 2m.

32.42.3C Sinking well of 6 metre internal dia below water level including metre 10200.00 all incidental charges such as bailing and pumping of water,using special tools and plants etc.,complete in ordinary soil,loose soil,sandy soil and clay soil. – For third depth of 2m. Karaikal Page 355


32.42.3D Sinking well of 6 metre internal dia below water level including metre 20101.00 all incidental charges such as bailing and pumping of water,using special tools and plants etc.,complete in ordinary soil,loose soil,sandy soil and clay soil. – For fourth depth of 2m.

32.42.3E Sinking well of 6 metre internal dia below water level including metre 37570.00 all incidental charges such as bailing and pumping of water,using special tools and plants etc.,complete in ordinary soil,loose soil,sandy soil and clay soil. – For fifth depth of 2m.

32.45.1 Construction of manhole with foundation concrete for 200 no 16138.96 mm thick in 1:4:8 (one cement, four sand and eight hard broken granite stone aggregate of 40 mm nominal size), side walls in brick work in C.M. 1:4 (one cement and four sand) using best available country bricks for 23 cm thickness as shown in detailed drawing, relieving arches in brick work in C.M. 1:4 (one cement and four sand) shall be turned over pipes wherever it passes through walls, top R.C.C. slab in cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) for 150mm thick and fixing 560 mm dia circular ductile iron manhole cover and frame(NECO/ACL/AREACO) of heavy duty and weight not less than 80 kg in cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) and fixing of C.I. Steps all as shown in drawings,but excluding cost of CI steps. Inside and outside plastering for 20mm thick with C.M. 1:3 (one cement and three sand) in making channels and benching as shown in drawings in cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) rendered with C.M. 1:3 (one cement and three sand) for 20mm thick including curing and testing the manhole for its water tightness. A drop in water more than 50mm in 24 hours shall not be permitted. The rate includes the cost of D.I manhole cover with frame, centering, shuttering and reinforcement with TMT (TISCON / VIZAG / IISCO / SAIL)bars excluding the cost of earthwork excavation. - 800mm x 800mm x 1000mm deep

32.45.1A Extra/rebate for every additional / reduction in depth of 0.10 no 460.40 m in 23 cm thick wall or part thereof for manhole of size. - 800mm x 800mm x 1000mm deep.

32.45.2 Construction of manhole with foundation concrete for 200 no 19187.62 mm thick in 1:4:8 (one cement, four sand and eight hard broken granite stone aggregate of 40 mm nominal size), side Karaikal Page 356

32 . Sewerage (Public Health) Code No. Description Unit Rate Rs. walls in brick work in C.M. 1:4 (one cement and four sand) using best available country bricks for 23 cm thickness as shown in detailed drawing, relieving arches in brick work in C.M. 1:4 (one cement and four sand) shall be turned over pipes wherever it passes through walls, top R.C.C. slab in cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) for 150mm thick and fixing 560 mm dia circular ductile iron manhole cover and frame (NECO/ACL/AREACO) of heavy duty and weight not less than 80 kg in cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) and fixing of C.I. Steps all as shown in drawings,but excluding cost of CI steps. Inside and outside plastering for 20mm thick with C.M. 1:3 (one cement and three sand) in making channels and benching as shown in drawings in cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) rendered with C.M. 1:3 (one cement and three sand) for 20mm thick including curing and testing the manhole for its water tightness. A drop in water more than 50mm in 24 hours shall not be permitted. The rate includes the cost of D.I manhole cover with frame, centering, shuttering and reinforcement with TMT (TISCON / VIZAG / IISCO / SAIL)bars excluding the cost of earthwork excavation. - 900mm x 1200mm x 1000mm deep

32.45.2A Extra/rebate for every additional / reduction in depth of 0.10 no 598.57 m in 23 cm thick wall or part thereof for manhole of size - 900mm x 1200mm x 1000mm deep.

32.45.3 Construction of manhole with foundation concrete for 300 no 25287.56 mm thick in 1:4:8 (one cement, four sand and eight hard broken granite stone aggregate of 40 mm nominal size), side walls in brick work in C.M. 1:4 (one cement and four sand) using best available country bricks in the 23 cm up to 1.50 m from ground level and exceeding 1.50 m 34 cm thickness as shown in detailed drawing, relieving arches in brick work in C.M. 1:4 (one cement and four sand) shall be turned over pipes wherever it passes through walls, top R.C.C. slab in cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) for 150mm thick and fixing 560 mm dia circular ductile iron manhole cover and frame (NECO/ACL/AREACO) of heavy duty and weight not less than 80 kg in cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) and fixing of C.I. Steps all as shown in drawings,but excluding cost of CI steps. Inside and outside plastering for 20mm thick with C.M. 1:3 (one Karaikal Page 357

32 . Sewerage (Public Health) Code No. Description Unit Rate Rs. cement and three sand) in making channels and benching as shown in drawings in cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) rendered with C.M. 1:3 (one cement and three sand) for 20mm thick including curing and testing the manhole for its water tightness. A drop in water more than 50mm in 24 hours shall not be permitted. The rate includes the cost of D.I manhole cover with frame, centering, shuttering and reinforcement with TMT (TISCON / VIZAG / IISCO / SAIL)bars excluding the cost of earthwork excavation. - 900mm x 1200mm x 1600mm deep

32.45.3A Extra/rebate for every additional / reduction in depth of 0.10 no 842.41 m in 34 cm thick wall or part thereof for manhole of size - 900mm x 1200mm x 1600mm deep.

32.45.4 Construction of manhole with foundation concrete for 300 no 29232.01 mm thick in 1:4:8 (one cement, four sand and eight hard broken granite stone aggregate of 40 mm nominal size), side walls in brick work in C.M. 1:4 (one cement and four sand) using best available country bricks in the 23 cm up to 1.50 m from ground level and exceeding 1.50 m 34 cm thickness as shown in detailed drawing, relieving arches in brick work in C.M. 1:4 (one cement and four sand) shall be turned over pipes wherever it passes through walls, top R.C.C. slab in cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) for 150mm thick and fixing 560 mm dia circular ductile iron manhole cover and frame (NECO/ACL/AREACO) of heavy duty and weight not less than 80 kg in cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) and fixing of C.I. Steps all as shown in drawings,but excluding cost of CI steps. Inside and outside plastering for 20mm thick with C.M. 1:3 (one cement and three sand) in making channels and benching as shown in drawings in cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) rendered with C.M. 1:3 (one cement and three sand) for 20mm thick including curing and testing the manhole for its water tightness. A drop in water more than 50mm in 24 hours shall not be permitted. The rate includes the cost of D.I manhole cover with frame, centering, shuttering and reinforcement with TMT (TISCON / VIZAG / IISCO / SAIL)bars excluding the cost of earthwork excavation. - 900mm x 1200mm x 2100mm deep

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32 . Sewerage (Public Health) Code No. Description Unit Rate Rs. 32.45.4A Extra/rebate for every additional / reduction in depth of 0.10 no 842.41 m in 34 cm thick wall or part thereof for manhole of size - 900mm x 1200mm x 2100mm deep.

32.45.5 Construction of circular manhole of 1.40m internal diameter no 42558.70 and to the depth detailed below with R.C.C. kerb in 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) with a overall size of 500 x 340 mm and shaped at bottom as shown in drawing to receive M.S. angle of size 100 x 100 x 10 mm as cutting edge, with reinforcement not less than 70 kg as indicated in drawing, and with vertical rods of 12 mm diameter at 60 cm c/c, 120 cm long to bind the steining wall and kerb, bottom plugging to a depth of 0.50 m with plain cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) with walls as detailed below. Providing relieving arch over the sewer pipe wherever it passes through the walls of the manholes, fixing of C.I. Rungs,excluding cost of CI rungs, fixing of D.I. manhole cover and frame (NECO/ACL/AREACO) of heavy duty of size 560 mm diameter and weight not less than 80 kg in cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) all shown in drawing, the rate includes cost of manhole cover with frame, centering, shuttering and reinforcement with TMT(TISCON / VIZAG / IISCO / SAIL) bars excluding the cost of earth work excavation. Plastering both inside and outside for 20 mm thick with CM 1:3 (one cement and three sand) and making channels in cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) all as shown in drawing , rendered with cement mortar 1:3 (one cement and three sand) for 20 mm thick etc., complete including curing and testing the manhole for water tightness. A drop in water level more than 50 mm in 24 hours will not be permitted - For Manhole 2.5m deep with wall of 23cm thick upto 1.5m and 34cm thick for depth greater than 1.5m of brick masonry using best available country bricks in cement mortar 1:4 (1 cement & 4 sand).

32.45.5A Extra/rebate for every additional/reduction in depth of 0.10m no 806.08 or part thereof in 34cm thick wall for the circular manhole of 1.40m internal dia. and 2.5m deep.

32.45.6 Construction of circular manhole of 1.40m internal diameter no 76884.25 and to the depth detailed below with R.C.C. kerb in 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) with a overall size of 500 x 340 mm and shaped at bottom as shown in drawing to receive M.S.

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32 . Sewerage (Public Health) Code No. Description Unit Rate Rs. angle of size 100 x 100 x 10 mm as cutting edge, with reinforcement not less than 70 kg as indicated in drawing, and with vertical rods of 12 mm diameter at 60 cm c/c, 120 cm long to bind the steining wall and kerb, bottom plugging to a depth of 0.50 m with plain cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) with walls as detailed below. Providing relieving arch over the sewer pipe wherever it passes through the walls of the manholes, fixing of C.I. Rungs,excluding cost of CI rungs, fixing of D.I. manhole cover and frame (NECO/ACL/AREACO) of heavy duty of size 560 mm diameter and weight not less than 80 kg in cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) all shown in drawing, the rate includes cost of manhole cover with frame, centering, shuttering and reinforcement with TMT(TISCON / VIZAG / IISCO / SAIL) bars excluding the cost of earth work excavation. Plastering both inside and outside for 20 mm thick with CM 1:3 (one cement and three sand) and making channels in cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) all as shown in drawing , rendered with cement mortar 1:3 (one cement and three sand) for 20 mm thick etc., complete including curing and testing the manhole for water tightness. A drop in water level more than 50 mm in 24 hours will not be permitted - For manhole 5m deep with wall 23 cm thick upto 1.5m and 34 cm thick for depth from 1.5m and upto 2.8m and 45cm thick for depth greater than 2.8m of brick masonry using best available country bricks in cement mortar 1:4 (1 cement and 4 sand).

32.45.6A Extra/rebate for every additional/reduction in depth of 0.10m no 806.08 or part thereof in 34cm thick wall for the circular manhole of 1.40m internal dia. and 5.0m deep.

32.45.7 Construction of flushing tank of internal size 2000 x 1200 x no 45957.42 1000 mm deep with R.C.C. top slab of 150 mm thick in R.C.C 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) with reinforcement as shown in detailed drawing, foundation concrete of 200 mm thick in 1:4:8 (one cement, four sand and eight hard broken granite stone aggregate of 40 mm nominal size) with 230 mm thick wall in brick masonry using country bricks in CM 1:4 (one cement and four sand) inside and outside plastering with 20 mm thick CM 1:3 (one cement and three sand) making flooring for 40 mm thick in cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) and rendered with CM 1:3 (one cement Karaikal Page 360

32 . Sewerage (Public Health) Code No. Description Unit Rate Rs. and three sand) 20 mm thick ,conveying and fixing circular ductile iron manhole cover and frame (NECO/ACL/AREACO) of heavy duty of size of 560 mm diameter and weight not less than 80 kg in cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) (all as shown in drawing ) providing and fixing of C.I. pipes and specials for flushing pipe of 200 mm diameter and overflow pipe of 150 mm diameter conforming to IS 1536 and IS 1538, jointing of socket and spigot of C.I. pipes and specials shall be in molten lead and encasing them in CC 1:4:8 (one cement, four sand, eight HBG metal) block of size 1000 x 600 x 800 mm.The cost includes curing and testing the flushing tank for its water tightness. A drop in water more than 50mm in 24 hours shall not be permitted. The rate includes the cost of D.I manhole cover with frame, centering, shuttering and reinforcement with TMT(TISCON / VIZAG / IISCO / SAIL) bars, but excluding the cost of earth work excavation.

32.45.7A Extra/rebate for every additional/reduction in depth of 0.10m no 1352.13 or part thereof in 23cm thick wall for the flush tank of size 2000x1200x1000mm deep.

32.46.1 Construction of intercepting chamber of the size 600 x 850 x no 14663.41 1100 mm deep with R.C.C. top slab of 100mm thick in R.C.C 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) as shown in drawings, foundation in PCC 1:4:8 mix (one cement, four sand and eight hard broken granite stone aggregate of 40 mm nominal size), side wall of 23 cm thick in brick, inside and outside plastering with 20 mm thick in CM 1:3 (one cement and three sand) and making channel for house service connection in cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) rendered with CM 1:3 (one cement and three sand) 20mm thick complete. Conveying and fixing of rectangular ductile iron manhole cover and frame (NECO/ACL/AREACO) of medium duty size 450 x 600 mm and weight not less than 70 kg in cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size).The cost includes curing and testing of the intercepting chamber for its water tightness. A drop in water more than 50 mm in 24 hours shall not be permitted. The rate includes cost of rectangular D.I cover with frame, centering, shuttering and reinforcement with TMT(TISCON / VIZAG / IISCO / SAIL) bars,but excluding the cost of earth work excavation.

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32 . Sewerage (Public Health) Code No. Description Unit Rate Rs. 32.46.1A Extra/rebate for every additional/reduction in depth of 0.10m no 447.88 or part thereof in 23cm thick wall for the intercepting chamber of size 600x850x1100mm deep

32.47.1 Making C.I. vent shaft using 150 mm diameter C.I class LA no 30449.70 conforming to IS 1536 with C.I cowl / wire guard balloon at top, having an over all length of 5.50 m long and fixing from bottom and overflow pipe size of 150mm dia,extending to a depth of 1.25 m below ground level, with C.I. bend of 150 mm dia medium class conforming to IS 1538 at bottom and resting over the CC block of size 650 x 650 x 250 mm in 1:4:8 mix (one cement, four sand and eight hard broken granite stone aggregate of 40 mm nominal size) encasing all round the pipe with CC 1:4:8 mix (one cement, four sand and eight hard broken granite stone aggregate of 40 mm nominal size) to form a block of 650 x 650 x 1000 mm and top is finishing with cement concrete 1:1.5:3 (one cement ,one and half sand and three HBG stone aggregate of 20 mm nominal size) for 250 mm thick including fixing of M.S. foundation bolts and nuts of 20 mm diameter and 600 mm long with split up end and bottom to receive the C.I. pedestal of 175 mm internal diameter and 600 mm height and weight not less than 150kg to join above and below ground level.The rate includes the cost of C.I. specials and C.I. Pedestal etc.,complete.

32.47.2 Fixing of 150 mm wide cast iron steps in the manholes with no 356.96 200 x 200 x 100 mm CC block in cement concrete 1:1.5:3 (one cement ,one and half sand and three hard broken granite stone aggregate of 20 mm nominal size) all as shown in

32.48.1 Jointing the C.I./D.I. pipes with manhole including dismantling no 849.52 of brick work to the required extent and making good the angular space with brick work in CM 1:3 (one cement and three sand) and encasing with cement concrete 1:1.5:3 (one cement ,one and half sand and three hard broken granite stone aggregate of 20 mm nominal size) etc. complete. - 450 mm dia pipe.

32.48.2 Jointing the C.I./D.I. pipes with manhole including dismantling no 1211.30 of brick work to the required extent and making good the angular space with brick work in CM 1:3 (one cement and three sand) and encasing with cement concrete 1:1.5:3 (one cement ,one and half sand and three hard broken granite stone aggregate of 20 mm nominal size) etc. complete. - 600 mm dia pipe.

32.49.1 Providing wooden (Padak) brackets of size 80 cm X 100 cm, no 814.12 with vertical up right of size 7.5 cm x7.5 cm, 100cm long and Karaikal Page 362

32 . Sewerage (Public Health) Code No. Description Unit Rate Rs. bolted with horizontal wooden plank of size 80cm x 15cm with 4cm thickness with 4 nos of 10mm dia MS bolts and nuts, 13cm long for supporting of CI pipes for trunk sewer.

32.50.1A Raising of intercepting chamber by dismantling the old R.C.C. no 3328.03 slab, removing the I.C. cover and frame from the chamber and raising the chamber height with brick work in cement mortar 1:4 (one cement and four sand), refixing the frame in position by laying reinfoced cement concrete 1:1.5:3 (One cement one and half sand and three HBG metal) including curing but excluding the cost of reinforcement, finishing the top, inside and outside plastering with 20mm thick in cement mortar 1:3(one cement three sand), the rate includes all materials, providing barricading,caution board, watch and ward etc.,complete till the completion of work with minimum hindrance to the traffic.- 30cm height.

32.50.1B Raising of various types of manholes and flushing tank by no 1792.41 cutting alround the manhole cover, removing the frame and cover from the manhole by cutting the B.T., W.B.M., surface, raising the manhole to the required height with brick work in cement motar 1:4 (One cement and four sand), refixing the frame in position by laying cement concrete 1:1.5:3 (One cement one and half sand and three 20mm HBG metal) including curing, but excluding the cost of reinforcement, finishing the top, inside and outside plastering with 20mm thick in cement mortar 1:3(one cement three sand), the rate includes all materials, providing barricading,caution board, watch and ward etc.,complete till the completion of work with minimum hindrance to the traffic.- 30cm height. 32.51.1 Providing salt glazed stoneware pipe with spigot and sockets metre 259.04 ends, conforming to IS 651 with standard length of 60 cm, laying to level or slope to the depth required and jointing with spun yarn soaked with cement slurry or tarred gasket shall be passed round the joints and inserted into the joint by means of caulking tool and filled the joint with stiff mixture of CM in proportion 1:1 (one cement and one sand),including the cost of testing the pipe, joints etc., complete. - 100 mm dia

32.51.1A Providing salt glazed stoneware pipe with spigot and sockets metre 345.07 ends, conforming to IS 651 with standard length of 60 cm, laying to level or slope to the depth required and jointing with spun yarn soaked with cement slurry or tarred gasket shall be passed round the joints and inserted into the joint by means of caulking tool and filled the joint with stiff mixture of CM in proportion 1:1 (one cement and one sand),including the

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32 . Sewerage (Public Health) Code No. Description Unit Rate Rs. cost of testing the pipe, joints etc., complete. - 150 mm dia

32.51.1B Providing salt glazed stoneware pipe with spigot and sockets metre 499.97 ends, conforming to IS 651 with standard length of 60 cm, laying to level or slope to the depth required and jointing with spun yarn soaked with cement slurry or tarred gasket shall be passed round the joints and inserted into the joint by means of caulking tool and filled the joint with stiff mixture of CM in proportion 1:1 (one cement and one sand),including the cost of testing the pipe, joints etc., complete. - 200 mm dia

32.51.1C Providing salt glazed stoneware pipe with spigot and sockets metre 740.93 ends, conforming to IS 651 with standard length of 60 cm, laying to level or slope to the depth required and jointing with spun yarn soaked with cement slurry or tarred gasket shall be passed round the joints and inserted into the joint by means of caulking tool and filled the joint with stiff mixture of CM in proportion 1:1 (one cement and one sand),including the cost of testing the pipe, joints etc., complete. - 250 mm dia

32.51.1D Providing salt glazed stoneware pipe with spigot and sockets metre 1253.42 ends, conforming to IS 651 with standard length of 60 cm, laying to level or slope to the depth required and jointing with spun yarn soaked with cement slurry or tarred gasket shall be passed round the joints and inserted into the joint by means of caulking tool and filled the joint with stiff mixture of CM in proportion 1:1 (one cement and one sand),including the cost of testing the pipe, joints etc., complete. - 300 mm dia

32.51.1E Providing salt glazed stoneware pipe with spigot and sockets metre 2060.11 ends, conforming to IS 651 with standard length of 60 cm, laying to level or slope to the depth required and jointing with spun yarn soaked with cement slurry or tarred gasket shall be passed round the joints and inserted into the joint by means of caulking tool and filled the joint with stiff mixture of CM in proportion 1:1 (one cement and one sand),including the cost of testing the pipe, joints etc., complete. - 375 mm dia

32.52.1A Providing stoneware specials – ‘Y’ junction with spigot and no 336.08 socket ends conforming to I.S.651 with a standard length of 60 cm, laying to level or slope to the depth required and jointing with spun yarn socked with cement slurry or tarred gasket shall be passed round the joints by means of caulking tools and filled the joint with stiff mixture of CM in proportion 1:1 (one cement and one sand),including the cost of testing the pipe, joints etc, complete - 150 x 150 mm 'Y'

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32.52.1B Providing stoneware specials – ‘Y’ junction with spigot and no 427.26 socket ends conforming to I.S. 651 with a standard length of 60 cm, laying to level or slope to the depth required and jointing with spun yarn socked with cement slurry or tarred gasket shall be passed round the joints by means of caulking tools and filled the joint with stiff mixture of CM in proportion 1:1 (one cement and one sand),including the cost of testing the pipe, joints etc, complete - 200 x 150 mm 'Y'

32.52.1C Providing stoneware specials – ‘Y’ junction with spigot and no 534.89 socket ends conforming to I.S. 651 with a standard length of 60 cm, laying to level or slope to the depth required and jointing with spun yarn socked with cement slurry or tarred gasket shall be passed round the joints by means of caulking tools and filled the joint with stiff mixture of CM in proportion 1:1 (one cement and one sand),including the cost of testing the pipe, joints etc, complete - 250 x 150 mm 'Y'

32.52.1D Providing stoneware specials – ‘Y’ junction with spigot and no 876.58 socket ends conforming to I.S. 651 with a standard length of 60 cm, laying to level or slope to the depth required and jointing with spun yarn socked with cement slurry or tarred gasket shall be passed round the joints by means of caulking tools and filled the joint with stiff mixture of CM in proportion 1:1 (one cement and one sand),including the cost of testing the pipe, joints etc, complete - 300 x 150 mm 'Y'

32.60.1 Cleaning the site by removing the slushy soil on both the sides cum 92.00 of road and making the road fit for laying WBM and making smooth surface for vehicular traffic including disposing the same within 2 Km lead.

32.60.2 Rectification of Road including earthwork excavation not less Sqm 570.04 than 35 cm in thick, Providing & laying of sand gravel mix of 15 cm in thick, WBM Gr-I of 10 cm in thick, WBM Gr-II of 7.5 cm in thick, tack coat at 10 kg/10 sq.m, premix carpet of 20 mm in thick and seal coat of type –‘B’. The rate includes the cost of cleaning the WBM surface and compaction using power roller etc. complete.

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33 . Miscellaneous (Public Health) Code No. Description Unit Rate Rs.

33.9.2 Cutting holes upto 30 x 30 cm in walls including making good each 134.87 the same with bricks of class designation 35.

33.10 Cutting holes upto 15x15 cm in R.C.C. floors and roofs for each 135.99 passing drain pipe etc. and repairing the holes after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) including finishing complete so as to make it leak proof.

33.15 Making chases upto 7.5x7.5 cm in walls including making metre 58.19 good after housing G.I. pipe etc.

33.20.1 Disinfecting C.I. water mains by flushing with water mts 4.68 containing bleaching powder at 0.5gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the Public health laboratory: 80 mm diametre C.I. pipe.

33.20.2 Disinfecting C.I. water mains by fluhing with water containing mts 6.22 bleaching powder at 0.5gm per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the samples of water from the disinfected main tested in the Public health laboratory: 100mm diametre C.I. pipe.

33.20.3 Disinfecting C.I. water mains by fluhing with water containing mts 7.88 bleaching powder at 0.5gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the Public health laboratory: 125 mm diametre C.I. pipe.



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33 . Miscellaneous (Public Health) Code No. Description Unit Rate Rs. 33.20.6 Disinfecting C.I. water mains by fluhing with water containing mts 16.96 bleaching powder at 0.5gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the Public health laboratory: 250 mm diametre C.I. pipe.






33.20.12 Disinfecting C.I. water mains by fluhing with water containing mts 39.30 bleaching powder at 0.5gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the Public health laboratory: 600 mm diametre C.I. pipe. Karaikal Page 367

33 . Miscellaneous (Public Health) Code No. Description Unit Rate Rs.

33.21.1 Extra for every operation of disinfecting the C.I. main by mts 1.72 flushing with water containing bleching powder at 0.5gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the Public health laboratory - 80 mm diameter C.I. pipe.

33.21.2 Extra for every operation of disinfecting the C.I. main by mts 2.11 flushing with water containing bleching powder at 0.5gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the Public health laboratory - 100 mm diameter C.I. pipe.

33.21.3 Extra for every operation of disinfecting the C.I. main by mts 2.63 flushing with water containing bleching powder at 0.5gms per litre of water and cleaning the same with fresh water including getting the samples of water tested in the Public health laboratory - 125 mm diameter C.I. pipe.





33.21.8 Extra for every operation of disinfecting the C.I. main by mts 7.95 flushing with water containing bleching powder at 0.5gms per litre of water and cleaning the same with fresh water including getting the samples of water tested in the Public health Karaikal Page 368

33 . Miscellaneous (Public Health) Code No. Description Unit Rate Rs. laboratory - 350 mm diameter C.I. pipe.








33.22.4 Dismantling old C.I. pipes including excavation and refilling metre 144.89 trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including Karaikal Page 369

33 . Miscellaneous (Public Health) Code No. Description Unit Rate Rs. stacking of pipes at site, lead upto 50 metres : 150 mm diameter C.I. pipe.








33.22.12 Dismantling old C.I. pipes including excavation and refilling metre 233.45 trenches after taking out the pipes, breaking lead caulked Karaikal Page 370

33 . Miscellaneous (Public Health) Code No. Description Unit Rate Rs. joints, melting of lead and making into blocks including stacking of pipes at site, lead upto 50 metres : 600 mm diameter C.I. pipe.













33.24 Supplying and stacking of hard stone (for stone pitching) 22.5 cum 879.84 cm thick at site.

33.25A Dry stone pitching 22.5 cm thick laid in courses and required sqm 160.93 profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the

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33 . Miscellaneous (Public Health) Code No. Description Unit Rate Rs. bedding surface etc. all complete. ( Excluding cost of stone)

33.26.1 75 mm thick back filling for pitching including supplying of sqm 34.95 required materials and consolidation etc. complete with moorum.



33.27.1.1 Drilling of borewell any where in Pondicherry including metre 445.00 tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. -Upto 60 mts depth ending below ground level.

33.27.1.2 Drilling of borewell any where in Pondicherry including metre 482.00 tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. - From 60mts and upto 90 mts. depth ending below ground level.


33.27.1.4 Drilling of borewell any where in Pondicherry including metre 538.00 tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required Karaikal Page 372

33 . Miscellaneous (Public Health) Code No. Description Unit Rate Rs. dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. -From 120mts and upto 150 mts. depth ending below ground level.

33.27.1.5 Drilling of borewell any where in Pondicherry including metre 547.00 tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. -From 150mts and upto 180 mts. depth ending below ground level.




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33 . Miscellaneous (Public Health) Code No. Description Unit Rate Rs. 33.27.1.9 Drilling of borewell any where in Pondicherry including metre 614.00 tranportation in alluvial soil, sedimentary strata of clay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm / 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method,including fuel, labour for drilling, bentonite mud, water required for drilling at the site, contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. -From 270mts and upto 300 mts. depth ending below ground level.



33.27.2.1 Reaming from 140/150 mm dia pilot bore to 300mm dia bore. metre 112.00 Upto 60 mts depth ending below ground level.

33.27.2.2 Reaming from 140/150 mm dia pilot bore to 300mm dia bore. metre 119.00 From 60 mts and upto 90 mts depth ending from ground level

33.27.2.3 Reaming from 140/150 mm dia pilot bore to 300mm dia bore. metre 127.00 From 90 mts and upto 120 mts depth ending from ground

33.27.2.4 Reaming from 140/150 mm dia pilot bore to 300mm dia bore. metre 129.00 From 120 mts and upto 150 mts depth ending from ground

33.27.2.5 Reaming from 140/150mm dia pilot bore to 300mm dia metre 135.00 bore.From 150 mts and upto 180 mts depth ending from ground level.

33.27.2.6 Reaming from 140/150mm dia pilot bore to 300mm dia metre 142.00 bore.From 180 mts and upto 210 mts depth ending from Karaikal Page 374

33 . Miscellaneous (Public Health) Code No. Description Unit Rate Rs. ground level.





33.27.2.11 Reaming from 140/150mm dia pilot bore to 300mm dia metre 174.00 bore.From 300 mts and upto360 mts depth ending from ground level.

33.27.3.1 Reaming from 200 mm dia pilot bore to 350mm dia bore. metre 126.00 Upto 60 mts depth ending below ground level

33.27.3.2 Reaming from 200mm dia pilot bore to 350mm dia bore. metre 133.00 From 60 mts and upto 90 mts depth ending below ground level

33.27.3.3 Reaming from 200mm dia pilot bore to 350mm dia bore. metre 142.00 From 90 mts and upto 120 mts depth ending below ground

33.27.3.4 Reaming from 200mm dia pilot bore to 350mm dia bore. metre 146.00 From 120mts and upto 150 mts depth ending below ground

33.27.3.5 Reaming from 200mm dia pilot bore to 350mm dia bore.From metre 150.00 150 mts and upto 180 mts depth ending from ground level.




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33 . Miscellaneous (Public Health) Code No. Description Unit Rate Rs. 33.27.3.9 Reaming from 200mm dia pilot bore to 350mm dia bore.From metre 195.00 270 mts and upto 300 mts depth ending from ground level.



33.27.4.1 Reaming from 300 mm dia pilot bore to 400/450mm dia. metre 173.00 Upto 60 mts depth ending below ground level.

33.27.4.2 Reaming from 300mm dia pilot bore to 400/450mm dia bore. metre 193.00 From 60 mts and upto 90 mts depth ending below ground level



33.27.4.5 Reaming from 300mm dia pilot bore to 400/450mm dia bore metre 227.00 .From 150 mts and upto180 mts depth ending below ground level.

33.27.4.6 Reaming from 300mm dia pilot bore to 400/450mm dia metre 234.00 bore.From 180 mts and upto210 mts depth ending below ground level.





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33 . Miscellaneous (Public Health) Code No. Description Unit Rate Rs. 33.27.4.11 Reaming from 300mm dia pilot bore to 400/450mm dia metre 282.00 bore.From 330 mts and upto360 mts depth ending below ground level.

33.27.5 Charges for developing the borewells with air compressor of 1 hour 656.00 600 CFM capacity (minimum 8 hours) including transportation labour and fuel charges for compressor and conducting yield test by"V" Notch methods.

33.27.7 Supplying of UPVC plain casing pipe for borewells metre 1234.12 (FINOLEX / JAIN) conforming to I.S. 12818 -1992 with relevent amendments with class designation 'CM' and with minimum wall thickness 10mm including transportation and stocking at site -200mm dia

33.27.8 Supplying of UPVC ribbed screen slotted pipe for borewells metre 1469.91 (FINOLEX / JAIN) conforming to IS 12818 -1992 with relevent amendments with class designation 'RS' and with minimum wall thickness 10mm including transportation and stocking at site - 200mm dia

33.27.9 Supplying of MS centering guide of size 25 mm x 3 mm no 175.97 thickness suitable for 200 mm UPVC pipe.

33.27.10 Lowering of UPVC plain casing pipe/ribbed screen slotted no 36.37 pipes into the borewell including cost of cleaning material,fixing of M.S centering guide size of 25mm x 3mm thick suitable for 200mm dia UPVC pipe,including cost of labour for positioning of assembly for lowering purpose using rig.

33.27.11 Supplying transportation and packing of 8mm size down gauge cum 2177.30 graded pebbles including filling the annular space gradually complete.The pebbles disintegrated pieces. should be free from any disintegrated pieces.

33.27.12 Supplying,transporting and packing of clay balls including cum 1660.00 filling the annular space gradually complete.The clay balls should be free from any sand particles.

33.27.13 Providing and fixing M.S. top cover suitable for UPVC pipes no 380.09 including the cost of materials and labour etc.

33.27.14 Drilling 200mm dia borehole in hard rock formation by DTH metre 832.97 method (Down the hole hammer) inside the already inserted 200mm UPVC casing pipe.The entire column is to be cleaned at site.The rate includes hire charges for the power rig for drilling the bores,the cost of fuel charges,transporting to and Karaikal Page 377

33 . Miscellaneous (Public Health) Code No. Description Unit Rate Rs. fro the power rig flushing the bore using compressor providing danger lights during night time etc.,complete.

33.27.15 Supplying and fixing electronic type battery charger unit for no 7600.00 energizing the genset incuding charging indicator lamp,AC&DC fuses,AC supply ON&OFF control,DC output MCB, automaticfloat/booster charger rating 12V-15Amps capacity etc.,complete.

33.27.16 Providing and fixing of UPVC End Cap embedded in M.S. No. 1025.30 Cone suitable for UPVC casing pipe including the cost of materials and labour for jointing.

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4 . Granular Sub-base Code No. Description Unit Rate Rs.

4.2D Providing and laying sand gravel mix 1:1 of 150mm cum 1183.89 consolidated thickness using 0.68cum of sand & 0.62cum of gravel for 1cum finished to a soaked CBR value of minimum 20 including cost and conveyance of sand and gravel to the work site and stacking to the standard departmental gauge for premeaurement, mixing the required quantities of sand and gravel, spreading watering and consolidation the mix by power roller rolling to achive the required proctor density including the labour charges for mixing, spreading, hire and fuel charges for power roller and all other tools and plants employed etc., complete. As per clause no 401 of MOT specification.

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6 . Bituminous Construction Code No. Description Unit Rate Rs.

6.1 Cleaning the existing W.B.M. road surface including removing sqm 9.93 of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. As per clause no 502.4.2 and 503.3.1 of MOST specification.

6.2 Cleaning of the existing black topped surfaces with brooms, sqm 2.48 soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. As per clause no 503.3.1 of MOST specification.

6.3 Scarifying existing stone metal layer up to 75mm thick along cum 1479.01 with their bituminous surface, picking up scarified material and stacking of old serviceable material within a lead of 100m sequential spreading the salvage aggregates with fresh aggregates on prepared base and consolidating as per water bound macadam specification. As per clause no 404 of MOST specification.

6.5E.1 Providing and applying tackcoat on the prepared surface, sqm 20.03 heating bitumen in boiler and spraying the bitumen with sprayset fitted on bitumen boiler - on black topped surface bitumen @ 5kg/10sqm.

6.5F.1 Providing and applying tack coat on the prepared surface, sqm 39.45 heating bitumen in boiler and spraying the bitumen with sprayset fitted on bitumen boiler - on granular base such as WBM and WMM surfaces not bitumen primed. Rate of application 10kg/10sqm.

6.5G.1 Providing and applying tack coat on the prepared surface, sqm 11.85 spraying the bitumen emulsion with spray set at 2.50kg/10sqm.As per clause 503 of Most specification.

6.5H.1 Providing and applying tack coat on the prepared surface, sqm 19.31 spraying the bitumen emulsion with spray set at 4.00kg/10sqm.As per clause 503 of Most specification.

6.11A Providing and laying open graded premix carpet with specified sqm 117.08 graded crushed aggregates for wearing course including loading of aggregates with f.e. loader, heating binder and aggregates in hot mix plant 30 to 40 tonne, transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8 to 10 tonne but excluding cost of tack and seal coat with lead for mix of material 1 km. As per clause no 509 of MOST

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6 . Bituminous Construction Code No. Description Unit Rate Rs. specification.

6.11B Providing and laying open graded premix carpet 20mm thick sqm 118.27 on prepared surface in a single course as wearing course composed of specified size of stone aggregates premix with a bituminous binder in mini hot mix plant 6 to 10 tonne laying manually and rolling with power roller 8 to 10 tonne but excluding cost of primer/tack coat. As per clause no 509 of MOST specification.

6.11C Providing and laying open graded premix carpet of 25mm sqm 147.63 thick on prepared surface in a single course as wearing course composed of specified size of stone aggregates premix with a bituminous binder in mini hot mix plant 6-10 tonne laying manually and rolling with power roller 8-10 tonne but excluding cost of primer/tack coat. As per clause no 509 of MOST specification.

6.16 Providing and applying liquid seal coat, type À' comprising of sqm 56.55 a layer of bituminous binder, followed by a cover of stone chipping of specified grading and rolling with power roller 8 to 10 tonne. As per clause no 513 of MOST specification.

6.17 Providing and applying premixed seal coat type `B' sqm 36.61 comprising of thin application of fine aggregate premix with bitumen binder in mini hot mix plant, carriage manually of mixed material and laying and rolling with power roller 8 to 10 tonne. As per clause no 513 of MOST specification.

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7 . Culverts Code No. Description Unit Rate Rs.

7.1A Cement concrete 1:4:8 mix with stone aggregate 40mm cum 3396.27 nominal size in foundation upto a depth of 1.5 metres below ground level and upto height of 1.5 above ground/bed level.

7.1B Cement concrete 1:3:6 mix with stone aggregates 20mm cum 3768.98 nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5 metres below ground level and 1.5 metres ground/bed level.

7.2 Plain cement concrete m-15 mix with stone aggregates 20mm cum 4398.68 nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level.

7.3 Plain cement concrete m-15 mix with stone aggregates 20mm cum 4482.36 nominal size mechanically mixed and vibrated in superstructure upto 4.00 metre above, 1.50 metre from ground/bed level.

7.4 Reinforced cement concrete m-20 mix with stone aggregate cum 6292.92 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering, laid in

7.5 Reinforced cement concrete m-20 mix with stone aggregate cum 5824.39 20mm nominal size mechanically mixed and vibrated for bed plates exlcuding steel reinforcement, but including centering and shuttering, laid in position.

7.6C Steel reinforcement for R.C.C. works including bending, Tonne 58478.63 binding and placing in position - Thermo Mechanical Treated Bars (TISCON / VIZAG / IISCO / SAIL).

7.6D Steel reinforcement for R.C.C. works including bending, Tonne 53600.33 binding and placing in position - Thermo Mechanical Treated Bars (ISI brand approved make)

7.7 First class brick in cement mortar 1:3 upto a depth of 1.50 cum 3618.81 metres below ground and above 1.50 from bed/ground level.

7.8 Extra for brick work in superstructure upto a height of 4 cum 136.95 metres or part thereof above 1.5 metre from bed/ground level.

7.9 Brick or edge flooring with 1st class bricks including cement sqm 387.23 slurry in cement sand mortar 1:4.

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7 . Culverts Code No. Description Unit Rate Rs. 7.10 Coursed rubble stone masonry in cement sand mortar 1:3 in cum 4055.25 foundation upto a depth of 1.50 metres and also 1.50 metres above ground/bed level.

7.11 Extra for coursed rubble stone masonry in superstructure upto cum 195.05 a height of 4 metres or part thereof above 1.50 metres from ground/bed level.

7.12 Randum rubble masonry (coursed) in cement sand mortar 1:3 cum 3673.40 in foundation upto a depth of 1.50 metres and 1.50 above ground/bed level.

7.13 Extra for random rubble masonry (coursed) in cement sand cum 195.05 mortar 1:3 in superstructure upto a height of 4 metres or part thereof, 1.50 from ground or bed level.

7.14 Cement pointing 1:2 deep variety (cut or weather) on brick sqm 81.96 and tile work.

7.15 Cement pointing 1:2 flush on brick on edge floor. sqm 80.19 7.16 Cement plaster 12mm thick in cement mortar 1:3 sqm 113.19 7.17 Laying reinforced cement concrete pipes NP-3 for culverts metre 4754.18 including pointing ends and fixing collar with cement mortar 1:2 - 900mm dia.

7.18 Laying reinforced cement concrete pipes NP-3 for culverts metre 6075.70 including pointing ends and fixing collar with cement mortar 1:2 - 1200mm dia.

7.19 Rubble stone laid in cement sand mortar 1:3 in flooring. cum 2882.64 7.20 Dry boulder pitching in flooring. cum 1419.06 7.21A Providing and filling in foundation trenches and at the back of cum 539.93 abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm thick including watering and compacting including all lead and lifts. - Good local sand free from earth.

7.21B Providing and filling in foundation trenches and at the back of cum 1223.46 abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm thick including watering and compacting including all lead and lifts. - Selected granular material in filling.

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7 . Culverts Code No. Description Unit Rate Rs. 7.21C Providing and filling in foundation trenches and at the back of cum 2017.93 abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm thick including watering and compacting including all lead and lifts. - Filter media behind abutment wing and return wall.

7.22 Making and filling expansion joints with bitumen filler metre/c 1.30 (bitumen 40 percent, asbestos 5 percent and sand 55%) 12mm wide.

7.23A Providing and fixing premoulded bitumen joint filler, for metre/c 4.29 expansion joints including the cost of sealing compound and priming coat - 12 mm wide

7.23B Providing and fixing prmoulded bitumen joint filler, for metre/c 7.15 expansion joints including the cost of sealing compound and priming coat - 25 mm wide.

7.24 Reinforced cement concrete M30 mix with minimum cement cum 6481.09 content 450 kg /cum using stone aggregate 20 mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering, laid in position.

7.28 Boring, providing and installing bored cast -in-situ reinforced metre 5874.58 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M20 grade with a minimum cement content of 400 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debris and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) -1000 mm dia pile. 7.29 Boring, providing and installing bored cast -in-situ reinforced metre 3313.43 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M20 grade with a minimum cement content of 400 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of Karaikal Page 6

7 . Culverts Code No. Description Unit Rate Rs. boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debris and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) -750 mm dia pile.

7.30 Bored/cast-in-situ R.C.C.piles for load test assume: Initial & mt 1.98 routine test per tonne.

7.31 Bored/cast-in-situ R.C.C.piles for load testing assume: lateral mt 197.46 load testing

7.34 Boring, providing and installing bored cast -in-situ reinforced metre 5926.08 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M20 grade with a minimum cement content of 400 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debris and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) -1000 mm dia pile.(Using cement SRPC)

7.35 Boring, providing and installing bored cast -in-situ reinforced metre 3333.42 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M20 grade with a minimum cement content of 400 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debris and the waste bore mug from the site as directed by the Engineer - in -

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7 . Culverts Code No. Description Unit Rate Rs. charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) -750 mm dia pile.(Using cement SRPC)

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2 . Site Clearance and Dismantling Code No. Description Unit Rate Rs.

2.3.1A Clearing and grubbing road land including uprooting rank hectare 36796.32 vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness - by manual means in area of light jungle.

2.3.2B Clearing and grubbing road land including uprooting rank hectare 49294.06 vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness - by manual means in area of thorny jungle.

2.3.2C Clearing and grubbing road land including uprooting rank hectare 31519.39 vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness - by mechanical means in area of light jungle.

2.3.2D Clearing and grubbing road land including uprooting rank hectare 38219.39 vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness - by mechanical means in area of thorny jungle.

2.4.1A Dismantling of existing structures like culverts, bridges, cum 269.66 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Lime/Cement Concrete - by manual means (Lime concrete, cement concrete grade M-10 and below.

2.4.1B Dismantling of existing structures like culverts, bridges, cum 318.26 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m -

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2 . Site Clearance and Dismantling Code No. Description Unit Rate Rs. Lime/Cement Concrete - by manual means (Cement concrete grade M-15 and M-20).

2.4.1C Dismantling of existing structures like culverts, bridges, cum 817.00 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Lime/Cement Concrete - by manual means (Prestressed / reinforced cement concrete grade M-20 & above)

2.4.1E Dismantling of existing structures like culverts, bridges, cum 328.10 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Lime/Cement Concrete - by mechanical means (Cement concrete grade M-15 & M-20).

2.4.1F Dismantling of existing structures like culverts, bridges, cum 2358.54 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Lime/Cement Concrete - by mechanical means (Prestressed / RCC grade M-20 and above)

2.4.2A Dismantling of existing structures like culverts, bridges, cum 172.46 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - dismantling brick / tile work in lime mortor

2.4.2B Dismantling of existing structures like culverts, bridges, cum 221.06 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - dismantling brick / tile work in cement mortar

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2 . Site Clearance and Dismantling Code No. Description Unit Rate Rs. 2.4.2C Dismantling of existing structures like culverts, bridges, cum 153.02 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - dismantling brick / tile work in mud mortar

2.4.2D Dismantling of existing structures like culverts, bridges, cum 143.30 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - dismantling brick / tile work - dry brick pitching or brick

2.4.3A Dismantling of existing structures like culverts, bridges, cum 191.90 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - dismantling stone masonry - rubble stone masonry in lime

2.4.3B Dismantling of existing structures like culverts, bridges, cum 221.06 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - dismantling stone masonry - rubble stone masonry in cement

2.4.3C Dismantling of existing structures like culverts, bridges, cum 172.46 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - dismantling stone masonry - rubble stone masonry in mud

2.4.3D Dismantling of existing structures like culverts, bridges, cum 162.74 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - dismantling stone masonry - dry rubble masonry.

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2.4.3E Dismantling of existing structures like culverts, bridges, cum 153.02 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - dismantling stone masonry - dismantling stone pitching / dry

2.4.3F Dismantling of existing structures like culverts, bridges, cum 172.46 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - dismantling stone masonry - dismantling boulders laid in wire crates including opening of crates and stacking dismantled

2.4.4A Dismantling of existing structures like culverts, bridges, cum 390.08 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - wood work wrought framed and fixed in frames of trusses upto a height of 5m. above plinth level.

2.4.5A Dismantling of existing structures like culverts, bridges, tonne 996.44 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Steel work in all types of sections upto a height of 5m above plinth level excluding cutting of rivet including dismembering

2.4.5B Dismantling of existing structures like culverts, bridges, tonne 747.49 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Steel work in all types of sections upto a height of 5m above plinth level excluding cutting of rivet excluding dismembering

2.4.5C Dismantling of existing structures like culverts, bridges, each 7.14 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled Karaikal Page 4

2 . Site Clearance and Dismantling Code No. Description Unit Rate Rs. material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Steel work in all types of sections upto a height of 5m above plinth level excluding cutting of rivet - Extra for cutting rivet

2.4.6A Dismantling of existing structures like culverts, bridges, nos 0.85 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Scraping of bricks dismantled from brick work including stacking in lime/cement mortar

2.4.7A Dismantling of existing structures like culverts, bridges, cum 341.25 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Scraping of stone from dismantled stone masonry - in cement / lime

2.4.7B Dismantling of existing structures like culverts, bridges, cum 72.37 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Scraping of stone from dismantled stone masonry in mud mortar

2.4.8A Dismantling of existing structures like culverts, bridges, sqm 10.83 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Scraping plaster in lime or cement mortar from brick / stone masonry

2.4.9A Dismantling of existing structures like culverts, bridges, metre 126.14 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Removing all types of Hume pipes and Stacking within a lead of 1000 metres including earthwork and dismantling of Masonry works - upto 600mm dia

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2.4.9B Dismantling of existing structures like culverts, bridges, metre 170.63 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Removing all types of Hume pipes and Stacking within a lead of 1000 metres including earthwork and dismantling of Masonry works - Above 600mm to 900mm dia

2.4.9C Dismantling of existing structures like culverts, bridges, metre 292.12 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Removing all types of Hume pipes and Stacking within a lead of 1000 metres including earthwork and dismantling of Masonry works - Above 900mm dia

2.5.1A Dismantling of flexible pavements and disposal of dismantled cum 496.89 materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately - by manual means - bituminous courses

2.5.1B Dismantling of flexible pavements and disposal of dismantled cum 357.98 materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately - by manual means - Granular courses

2.5.2A Dismantling of flexible pavements and disposal of dismantled cum 211.19 materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately - by mechanical means - bituminous courses

2.6 Dismantling of cement concrete pavements by mechanical cum 716.54 means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock pilling at disignated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately.

2.7 Dismantling guard rails by manual means and disposal of Rmt 53.87 dismantled material with all lifts and upto a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately. Karaikal Page 6


2.8 Dismantling kerb stone by manual means and disposal of Rmt 10.72 dismantled material with all lifts and upto a lead of 1000

2.9 Dismantling kerb stone channel by manual means and disposal Rmt 16.08 of dismantled material with all lifts and upto a lead of 1000 metres

2.10A Dismantling of kilometre stone including cutting of earth, each 261.23 foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit - 5th Kilometre Stone.

2.10B Dismantling of kilometre stone including cutting of earth, each 31.27 foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit - Hectometre

2.10C Dismantling of kilometre stone including cutting of earth, each 226.03 foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit - Ordinary kilometre stone

2.11 Dismantling of barbed wire fencing / wire mesh fencing Rmt 101.14 including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and upto a lead of 1000 metres, stacking serviceable material and unserviceable material separately.

2.12 Dismantling of CI water pipe line 600mm dia including Rmt 88.21 disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material seperately under supervision of department concerned.

2.13 Removal of cement concrete pipe of sewer gutter 1500mm dia Rmt 100.12 under the supervision of department concerned including disposal with all lifts and upto a lead of 1000 metres and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works.

2.14 Removal of telephone / electric poles including excavation each 120.81 and dismantling of foundation concrete and lines under the supervision of department concerned, disposal with all lifts and upto a lead of 1000 metres and stacking of serviceable and unserviceable material separately.

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3 . Earth Work , Erosion Control and Drainages Code No. Description Unit Rate Rs.

3.1 Excavation for roadway in soil using manual means including cum 116.29 loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres.

3.2 Excavation in ordinary rock using manual means including cum 166.91 loading in truck and carrying of excavated materials to embankment site with all lifts and lead upto 1000 metres.

3.3 Excavation for roadway in soil by mechanical means including cum 103.36 cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres) including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

3.4 Excavation for roadway in ordinary rock by deploying a cum 174.52 dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres (average lead 50m), trimming bottom and side slopes in accordance with the requirements to lines, grades and cross sections.

3.6 Excavation for roadwork in soil with hydraulic excavator of cum 38.97 0.9cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location with all lifts and lead upto 1000m.

3.7 Excavation for roadway in ordinary rock with hydraulic cum 52.16 excavator of 0.9cum bucket capacity including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 1000m, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections.

3.10 Excavation for roadway in marshy soil with hydraulic cum 44.39 excavator of 0.9cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000m, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections.

3.11 Removal of unserviceable soil including excavation, loading cum 39.27 and disposal upto 1000 m lead but excluding replacement by suitable soil which shall be paid separately as per Clause 305.

3.12 Carrying out excavation in hard rock to achive a specified sqm 222.89 slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, Karaikal Page 8

3 . Earth Work , Erosion Control and Drainages Code No. Description Unit Rate Rs. collection of the excavated rock by a 80 HP dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000m, all as specified in Clause No.303.

3.13.2A Earthwork in excavation of foundation of structure as per cum 242.99 drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by manual means - depth upto 3m (Ordinary rock)

3.13.2B Earthwork in excavation of foundation of structure as per cum 47.08 drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by mechanical means - Ordinary rock.

3.13.3A Earthwork in excavation of foundation of structure as per cum 487.99 drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by manual means - Hard rock - requiring blasting

3.13.4A Earthwork in excavation of foundation of structure as per cum 411.87 drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by mechanical means - Hard rock - blasting prohibited.

3.13.5A Earthwork in excavation of foundation of structure as per cum 440.56 drawing and technical specification, including setting out, constn. Of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earch locally for road work - by manual means - depth upto 3m (Marshy soil)

3.13.5B Earthwork in excavation of foundation of structure as per cum 191.40 drawing and technical specification, including setting out, constn. Of shoring and bracing, removal of stumps and other Karaikal Page 9

3 . Earth Work , Erosion Control and Drainages Code No. Description Unit Rate Rs. deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earch locally for road work - by mechanical means - depth upto 3m (Marshy soil)

3.13A Earthwork in excavation of foundation of structure as per cum 194.39 drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by manual means - depth upto 3m (Ordinary soil)

3.13B Earthwork in excavation of foundation of structure as per cum 35.52 drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by mechanical means - depth upto 3m (Ordinary soil)

3.14 Scarifying the existing granular road surface to a depth of sqm 17.97 50mm and disposal of scarified material within all lifts and leads upto 1000 metres - by manual means.

3.15 Scarifying the existing granular road surface to a depth of sqm 3.00 50mm and disposal of scarified material within all lifts and leads upto 1000 metres - by mechanical means.

3.16 Construction of embankment with approved material obtained cum 306.24 from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.

3.17 Construction of embankment with approved materials cum 83.68 deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2

3.18 Construction of subgrade and earthern shoulders with approved cum 330.63 materials obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.

3.19A Loosening of the ground upto a level of 500mm below the cum 50.63 subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction. Karaikal Page 10


3.19B Loosening, levelling and compacting original ground cum 27.43 supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum density as given in Table 300-2 for embankment construction

3.20 Stripping, storing of top soil by road side at 15m internal and cum 151.69 re-application on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth.

3.21 Stripping of top soil from borrow areas located in agriculture cum 62.02 fields, storing at a suitable place, spreading and re-laying after taking the borrow earth to maintain fertility of the agricultural field, finishing to the required levels and satisfaction of the farmer.

3.22 Furnishing and laying of the live sods of perennial turf sqm 27.35 forming grass on embankment slop, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering.

3.23 Preparation of seed bed on previously laid top soil, furnishing sqm 61.78 and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of 0.23 litres per sqm and laying and fixing jute netting, including watering for 3 months all as per Clause 308.

3.24A Construction of unlined surface drains of average cross Metre 53.99 sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clase 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) - by mechanical means.

3.24B Construction of unlined surface drains of average cross metre 48.60 sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clase 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) - by manual means.

3.25A Construction of unlined surface drains of average cross metre 109.43 sectional area 0.40 sqm in ordinary rock to specified lines, grades, levels and dimensions to the requirement of clase 301 to 309. Excavated material to be used in embankment at site - by mechanical means. Karaikal Page 11


3.25B Construction of unlined surface drains of average cross metre 72.90 sectional area 0.40 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clase 301 to 309. Excavated material to be used in embankment at site - by manual means.

3.27 Construction of sub surface drain with perforated pipe of metre 248.70 100mm internal dia of metal / asbestos cement / cement concrete / PVC closely jointed, perforations ranging from 3mm to 6mm depending upon size of material surrounding the pipe, with 150mm bedding below the pipe and 300mm cushion above the pipe cross section of excavation 450x550mm. Excavated material to be utilised in roadway at

3.28 Construction of aggregate sub-surface drain 300x450mm with metre 63.60 aggregates confirming to Table 300-4, excavated material to be utilised in roadway.

3.30 Preparation and surface treatment of formation by removing sqm 1.53 mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310.

3.31 Construction of rockfill, embankment with broken hard rock cum 48.89 fragments of size not exceeding 300mm laid in layers not exceeding 500mm thick including filling of surface voids with stone spalls, binding top layer with granular material, rolled with vibratory road roller, all complete as per Clause 313

3.32 Excavation in soil in hilly area by mechanical means including cum 105.32 cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres.

3.33 Excavation in hilly area in ordinary rock not requiring blasting cum 159.15 by mechanical means including cutting and trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.

3.34 Excavation in hilly area in hard rock requiring blasting by cum 259.87 mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.

3.36 Construction of embankment with flyash conforming to table cum 86.14 1 of IRC:SP58-2001 obtained from coal or lignite burning thermal power stations as waste material, spread and Karaikal Page 12

3 . Earth Work , Erosion Control and Drainages Code No. Description Unit Rate Rs. compacted in layer of 200mm thickness each at OMC, all as specified in IRC:SP:58-2001 and as per approved plans.

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4.1A.1 Construction of granular sub-base by providing close graded cum 1934.02 material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401of MoRTH specification, 4th Revision - by plant mix method for grading I material.

4.1A.2 Construction of granular sub-base by providing close graded cum 1922.36 material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - by plant mix method - for grading II material.

4.1A.3 Construction of granular sub-base by providing close graded cum 1838.92 material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - by plant mix method - for grading III material.

4.1B.1 Construction of granular sub-base by providing close graded cum 1841.67 material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - by mix in place method - for grading I material.

4.1B.2 Construction of granular sub-base by providing close graded cum 1830.01 meterial, spreading in uniform layer with motor grader on prepared surface, by mixing place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - By mix in place method - For grading II material.

4.1B.3 Construction of granular sub-base by providing close graded cum 1746.56 meterial, spreading in uniform layer with motor grader on prepared surface, by mixing place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - By mix in place method - For grading III material.

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4.2.1 Construction of granular sub-base by providing coarse graded cum 1851.20 material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - For grading I material.

4.2.2 Construction of granular sub-base by providing coarse graded cum 1823.97 meterial, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - For grading II material.

4.2.3 Construction of granular sub-base by providing coarse graded cum 1758.33 meterial, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - For grading III material.

4.3A Laying and spreading available soil in the sub-grade on a cum 205.55 prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 percent slaked lime having minimum content of 70 percent CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub-grade - by mechanical means. (As per MoRTH specification, 4th Revision)

4.3B Laying and spreading available soil in the sub-grade on a cum 205.54 prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 percent slaked lime having minimum content of 70 percent CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub-grade - by manual means. (As per MoRTH specification, 4th Revision)

4.4 Providing, Laying and spreading soil on a prepared sub-grade, cum 248.34 pulverising, mixing the spread soil in place with rotavator with 3 percent slaked lime with minimum content of 70 percent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve atleast 98 percent of the maximum dry density to form a layer of sub-base. (As per MoRTH specification, 4th Revision)

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4 . Granular Sub-base Code No. Description Unit Rate Rs. 4.5 Providing, Laying and spreading soil on a prepared sub-grade, cum 610.20 pulverising, adding the designed quantity of cement to the spread soil ,mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base / base. (As per MoRTH specification, 4th Revision)

4.6.1 Providing, Laying and spreading material on a prepared sub- cum 2407.01 grade, adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. Grading of material for sub-base course. (As per MoRTH specification, 4th Revision)

4.6.2 Providing, Laying and spreading material on a prepared sub- cum 2335.09 grade, adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base. Grading of material for base course. (As per MoRTH specification, 4th Revision)

4.7 Making 50 x 50mm furrows, 25mm deep 45 degree to the sqm 2.65 centre line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead. (As per MoRTH specification, 4th Revision)

4.8 Construction of inverted choke by providing, laying, spreading cum 988.50 and compacting screening B type / coarse sand of specified grade in uniform layer on a prepared surface with motorgrader and compacting with power roller etc. (As per MoRTH specification, 4th Revision)

4.9.1.1A Providing, laying, spreading and compacting stone aggregates Cum 2123.15 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with stone screening. (As per MoRTH specification, 4th Revision)

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4 . Granular Sub-base Code No. Description Unit Rate Rs. 4.9.1.1B Providing, laying, spreading and compacting stone aggregates Cum 1968.09 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum/gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)

4.9.1A Providing, laying, spreading and compacting stone aggregates cum 2239.95 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with stone screening. (As per MoRTH

4.9.1B Providing, laying, spreading and compacting stone aggregates cum 2084.89 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum/gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)

4.9.2.1A Providing, laying, spreading and compacting stone aggregates Cum 2054.21 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision)

4.9.2.1B Providing, laying, spreading and compacting stone aggregates Cum 2193.62 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B 11.2mm Karaikal Page 17

4 . Granular Sub-base Code No. Description Unit Rate Rs. stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with stone screening 11.2mm metal. (As per MoRTH specification, 4th Revision)

4.9.2.1C Providing, laying, spreading and compacting stone aggregates Cum 2053.56 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanicall means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

4.9.2A Providing, laying, spreading and compacting stone aggregates cum 2171.01 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision)

4.9.2B Providing, laying, spreading and compacting stone aggregates cum 2310.43 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B 11.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with stone screening 11.2mm metal. (As per MoRTH specification, 4th Revision)

4.9.2C Providing, laying, spreading and compacting stone aggregates Cum 2170.37 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water

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4 . Granular Sub-base Code No. Description Unit Rate Rs. bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

4.9.3.1A Providing, laying, spreading and compacting stone aggregates Cum 2285.25 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-III with type B 11.2mm screening. (As per MoRTH specification, 4th Revision)

4.9.3.1C Providing, laying, spreading and compacting stone aggregates Cum 4364.80 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-III with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

4.9.3A Providing, laying, spreading and compacting stone aggregates Cum 2402.05 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-III with type B 11.2mm screening. (As per MoRTH specification, 4th

4.9.3C Providing, laying, spreading and compacting stone aggregates Cum 2299.20 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-III with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

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4 . Granular Sub-base Code No. Description Unit Rate Rs. 4.10A Breaking and crushing of material obtained by breaking cum 172.59 damaged cement concrete slabs to size range not exceeding 75mm as specified in table 400.7 transporting the aggregates obtained from breaking of cement concrete slabs at a lead of L km, laying and compacting the same as sub-base course, constructed as WBM to Clause 404 except the use of screening or binding material - using Vibratory roller. (As per MoRTH specification, 4th Revision)

4.10B Breaking and crushing of material obtained by breaking cum 162.91 damaged cement concrete slabs to size range not exceeding 75mm as specified in table 400.7 transporting the aggregates obtained from breaking of cement concrete slabs at a lead of L km, laying and compacting the same as sub-base course, constructed as WBM to Clause 404 except the use of screening or binding material - using smooth 3 wheeled steel roller. (As per MoRTH specification, 4th Revision)

4.11 Spraying of bitumen over cleaned dry surface of crushed sqm 24.77 cement concrete base at the rate of 25kg per 10 sqm by a bitumen pressure distributor, spreading of key aggregates at the rate of 0.13 cum per 10 sqm by a mechanical gritter and rolling the surface as per Clause 506.3.8. of MoRTH specification, 4th Revision

4.12A Providing, laying, spreading and compacting graded stone cum 2028.13 aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density - Using vibratory roller. (As per MoRTH specification, 4th Revision)

4.12B Providing, laying, spreading and compacting graded stone cum 2023.77 aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with smooth 3 wheeled steel roller to achieve the desired density (As per MoRTH specification, 4th Revision)

4.13 Construction of Median and island above road level with cum 131.37 approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 407 of MoRTH specification, 4th Revision Karaikal Page 20


4.14 Construction of Median and island above road level with cum 150.56 approved material brought from borrowpits, spread, sloped and compacted as per clause 407 of MoRTH specification, 4th Revision.

4.16 Construction of footpath / separator by providing a 150mm sqm 961.94 compacted granular sub-base as per clause 401 and 25mm thick cement concrete grade M15, overlaid with precast concrete tiles in cement mortor 1:3 including provision of all drainage arrangements but excluding kerb channel. (As per MoRTH specification, 4th Revision)

4.17A.1 Providing crushed stone aggregates, depositing on a prepared cum 1882.28 surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 of MoRTH specification, 4th Revision to form a layer of sub-base / base - by mix in place method - For 53mm maximum size.

4.17A.2 Providing crushed stone aggregates, depositing on a prepared cum 1901.55 surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 of MoRTH specification, 4th Revision, to form a layer of sub-base / base - by mix in place method - For 45mm maximum size.

4.17B.1 Providing crushed stone aggregates, depositing on a prepared cum 1235.08 surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 of MoRTH specification, 4th Revision to form a layer of sub-base / base - by mixing plant - For 53mm maximum size.

4.17B.2 Providing crushed stone aggregates, depositing on a prepared cum 1247.12 surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 of MoRTH specification, 4th Revision, to form a layer of sub-base / base - by mixing plant - For 45mm maximum size.

4.18 Construction of sub-base using lime - flyash admixture with cum 433.04 granular soil, free from organic matter/deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50 percent, flyash to conform to gradation as per clause 4.3 of Karaikal Page 21

4 . Granular Sub-base Code No. Description Unit Rate Rs. IRC:88-1984, lime + flyash content ranging between 10 to 30 percent, the minimum unconfined compressive strength and CBR value after 28 days curing and 4 days soaking to be 7.5 kg/sq.cm. and 25 percent respectively, all as specified in IRC:88-1984. (As per MoRTH specification, 4th Revision)

4.91.1A Providing, laying, spreading and compacting stone aggregates Cum 2113.47 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with stone screening. (As per MoRTH specification, 4th Revision)

4.91.1B Providing, laying, spreading and compacting stone aggregates Cum 1958.41 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum/gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)

4.91A Providing, laying, spreading and compacting stone aggregates Cum 2230.27 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheeld steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with stone screening. (As per MoRTH specification, 4th Revision)

4.91B Providing, laying, spreading and compacting stone aggregates Cum 2075.21 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum / gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual

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4 . Granular Sub-base Code No. Description Unit Rate Rs. means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)

4.92.1A Providing, laying, spreading and compacting stone aggregates Cum 2044.53 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision)

4.92.1B Providing, laying, spreading and compacting stone aggregates Cum 2183.95 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B 11.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with stone screening 11.2mm metal. (As per MoRTH specification, 4th Revision)

4.92.1C Providing, laying, spreading and compacting stone aggregates Cum 2043.89 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanicall means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

4.92A Providing, laying, spreading and compacting stone aggregates Cum 2161.33 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision)

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4.92B Providing, laying, spreading and compacting stone aggregates Cum 2300.75 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B 11.2mm stone for screening / gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with stone screening 11.2mm metal. (As per MoRTH specification, 4th Revision)

4.92C Providing, laying, spreading and compacting stone aggregates Cum 2160.69 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeld steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

4.93.1A Providing, laying, spreading and compacting stone aggregates Cum 2275.57 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-III with type B 11.2mm screening. (As per MoRTH specification, 4th Revision)

4.93.1C Providing, laying, spreading and compacting stone aggregates Cum 2172.72 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-III with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

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4 . Granular Sub-base Code No. Description Unit Rate Rs. 4.93A Providing, laying, spreading and compacting stone aggregates Cum 2392.38 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-III with type B 11.2mm screening. (As per MoRTH specification, 4th Revision)

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5 . Base & Bituminous Construction Code No. Description Unit Rate Rs.

5.1 Providing and applying primer coat with bitumen emulsion on sqm 23.96 prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision)

5.2 Providing and applying tack coat with bitumen emulsion using sqm 8.68 emulsion pressure distributor at the rate of 0.20 kg. per sqm. on the prepared bituminous / granular surface cleaned with mechanical broom. (As per MoRTH specification, 4th Revision)

5.3A Providing and laying bituminous macadam with hot mix plant cum 5991.39 of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction.- Using grade I metal and bitumen 60/70 grade.

5.3B Providing and laying bituminous macadam with hot mix plant cum 5950.09 of capacity not less than 40 -60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction. - using grade II metal and bitumen 60/70 grade.

5.4A Construction of penetration macadam over prepared base by sqm 290.32 providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction - 50mm thick (As per MoRTH specification, 4th Revision)

5.4B Construction of penetration macadam over prepared base by sqm 398.56 providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction - 75mm thick (As per MoRTH specification, 4th Revision)

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5 . Base & Bituminous Construction Code No. Description Unit Rate Rs. 5.5 Providing, laying and rolling of built-up spray grout layer over sqm 277.66 prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after each layer and with key aggregates placed on top of the second layer to serve as a base conforming to the line, grades and cross- section specified ,the compacted layer thickness being 75mm. (As per MoRTH specification, 4th Revision)

5.6A Providing and laying dence graded bituminous macadam with cum 6692.86 HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminouse binder @ 4.0 to 4.5 per cent by weight of total mix and filler, tranporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as per Clause 507 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I materials.

5.6B Providing and laying dence graded bituminous macadam with Cum 6726.62 HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminouse binder @ 4.0 to 4.5 per cent by weight of total mix and filler, tranporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as per Clause 507 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II materials.

5.7A Providing and laying semi-dense bituminous concrete with Cum 7226.24 HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I material and bitumen 60/70 grade.

5.7A.1 Providing and laying semi-dense bituminous concrete with Cum 7477.12 HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher Karaikal Page 27

5 . Base & Bituminous Construction Code No. Description Unit Rate Rs. with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I material and bitumen CRMB

5.7B Providing and laying semi-dense bituminous concrete with Cum 7353.25 HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material and using birumen 60/70 grade.

5.7B.1 Providing and laying semi-dense bituminous concrete with Cum 7509.55 HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material and using birumen CRMB

5.8A Providing and laying bituminous concrete with HMP of Cum 7473.60 capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 509 of MoRTH specification, 4th Revision, complete in all respects - Using

5.8B Providing and laying bituminous concrete with HMP of Cum 7451.76 capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 509 of MoRTH specification, 4th Revision, complete in all respects - Using

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5 . Base & Bituminous Construction Code No. Description Unit Rate Rs. grade-II material.

5.9A Providing and laying surface dressing as wearing course in Sqm 68.62 single coat using crushed stone aggregate of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller - Using 19mm nominal chipping size. (As per MoRTH specification, 4th Revision)

5.9B Providing and laying surface dressing as wearing course in Sqm 42.67 single coat using crushed stone aggregate of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller - Using 13mm nominal chipping size. (As per MoRTH specification, 4th Revision)

5.10A Providing, laying and rolling of open graded premix surfacing Sqm 111.89 of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades - Mechanical method using penetration grade bitumen and HMP of appropriate capacity not less than 40 to60 tonne/hour. (As per MoRTH specification, 4th Revision)

5.10B Providing, laying and rolling of open graded premix surfacing Sqm 128.02 of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades - Open graded premix surfacing using cationic bitumen emulsion. (As per MoRTH specification, 4th Revision)

5.11A Providing, laying and rolling of close-graded premix surfacing Sqm 135.95 materials of 20mm thickness composed of 11.2mm to 0.09mm (Type-A) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade - Using Type A materials. (As per MoRTH

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5 . Base & Bituminous Construction Code No. Description Unit Rate Rs. 5.11B Providing, laying and rolling of close-graded premix surfacing Sqm 129.22 materials of 20mm thickness composed of 13.2mm to 0.09mm (Type-B) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade - Using Type B materials. (As per MoRTH specification, 4th

5.12A Providing and laying seal coat sealing the voids in a Sqm 49.22 bituminous surface laid to the specified levels, grades and cross fall using Type A seal coat. (As per MoRTH specification, 4th Revision)

5.12B Providing and laying of premix sand seal coat with HMP of Sqm 40.14 appropriate capacity not less than 40 to 60 tonne/hour using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade - Type B (As per MoRTH specification, 4th Revision)

5.12C Extra for supply & mixing of waste plastic chips of 4.35mm Kg 25.91 nominal size (Plastic chips cut from used carry bags tea cups and other plastic covers etc. including cost of material charges, loading, unloading weighing in electronic weigh bridge etc. complete as directed by the engineer - in- charge.

5.14 Providing and laying 25mm thick mastic asphalt wearing Sqm 881.98 course with paving grade bitumen meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti skid surface with bitumen precoated fine grained hard stone chipping of 13.2mm nominal size at the rate of 0.005 cum per 10sqmand at an approximate spacing of 10cm centre to centre in both directions, pressed into surface when the temperature of surface is not less than 100 degree centigrade , protruding 1mm to 4mm over mastic surface, all complete as per Clause 515 of MoRTH specification, 4th Revision.

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6 . Cement Concrete Pavement Code No. Description Unit Rate Rs.

6.1 Construction of dry lean cement concrete Sub-base over a cum 3266.13 prepared sub - grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregates not exceeding 25 mm, aggregate cement ratio not to exceed 15:1,aggregate gradation after blending to be as per Table 600-1, cement content not to be less than 150 kg /cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site , laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing.

6.2 Construction of un-reinforced, dowel jointed, plain cement cum 4790.39 concrete pavement over a prepared sub-base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design,transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction,expansion, construction and longitudinal joints, joint filler, separation membrane,sealant primer,joint sealant, debonding strip,dowel bar,tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.

6.3 Construction of rolled cement concrete base course with cum 3760.10 coarse and fine aggregate conforming to IS :383, the size of coarse aggregate not exceeding 25mm with minimum, aggregate cement ratio 15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per Table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10tonnes smooth wheeled vibratory roller to achieve, the designed flexural

6.5 Construction of base/sub-base using cement,sand,flyash and cum 2388.02 coarse aggregates proportioned as per table 4 of IRC:74-1979 and with water content ratio, slump and compressive strength as defined in the said table, mix prepared in a batching and mixing plant and compacted with a vibratory roller 8-10 tonnes capacity within the time limit laid down vide Clause 7.6.3 of IRC:74-1979, construction joints properly formed at the end of day's work, cured for 14 days, all as specified in IRC:74-1979 and as per approved plans.

6.6 Construction of un-reinforced, dowel jointed, plain cement cum 6566.09 concrete pavement over a prepared sub-base with 43 grade

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6 . Cement Concrete Pavement Code No. Description Unit Rate Rs. cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, replacing cement by flyash to the extent of 15% and sand by 10%, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane,sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.

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8 . Traffic Signs,Markings & Other Road Code No. Description Unit Rate Rs.

8.1A Construction of cement concrete kerb with top and bottom Rmt 251.44 width 115 & 165 mm respectively, 250mm high in M20 Grade PCC on M10 grade foundation 150mm thick, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per Clause 408 (Using concrete

8.1B Construction of cement concrete kerb with top and bottom Rmt 306.30 width 115 & 165 mm respectively, 250mm high in M20 Grade PCC on M10 grade foundation 150mm thick, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per Clause 408 (Using concrete batching and mixing plant)

8.2A Construction of cement concrete kerb with channel with top Rmt 470.64 and bottom width 115 & 165 mm respectively, 250mm high in M20 Grade PCC on M10 grade foundation 150mm thick, kerb channel 300mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per Clause 408 (Using concrete mixer)

8.2B Construction of cement concrete kerb with channel with top Rmt 588.67 and bottom width 115 & 165 mm respectively, 250mm high in M20 Grade PCC on M10 grade foundation 150mm thick, kerb channel 300mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per Clause 408 (Using concrete batching and

8.3A Printing new letters and figures of any shade with synthetic per cm ht 0.63 enamel paint black or any other approved to give an even per letter shade - Hindi

8.3B Printing new letters and figures of any shade with synthetic per cm ht 0.38 enamel paint black or any other approved to give an even per letter shade - English and Roman

8.4A Providing and fixing of retro - reflectorised cautionary, each 1271.04 mandatory & informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 90 cm equilateral

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8 . Traffic Signs,Markings & Other Road Code No. Description Unit Rate Rs. triangle (Add 2% of cost of angle iron towards cost of drilling holes, nuts, bolts, etc.)

8.4B Providing and fixing of retro - reflectorised cautionary, each 1020.15 mandatory & informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 60 cm equilateral triangle (Add 2% of cost of angle iron towards cost of drilling holes, nuts, bolts, etc.)

8.4C Providing and fixing of retro - reflectorised cautionary, each 1162.37 mandatory & informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 60cm Circular (Add 2% of cost of angle iron towards cost of drilling holes, nuts, bolts, etc.)

8.4D Providing and fixing of retro - reflectorised cautionary, each 1546.75 mandatory & informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 80cm X 60cm rectangular (Add 2% of cost of angle iron towards cost of drilling holes, nuts, bolts, etc.)

8.4E Providing and fixing of retro - reflectorised cautionary, each 1144.29 mandatory & informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 60 cm X 45cm rectangular (Add 2% of cost of angle iron towards cost of drilling holes, nuts, bolts, etc.)

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8 . Traffic Signs,Markings & Other Road Code No. Description Unit Rate Rs. 8.4F Providing and fixing of retro - reflectorised cautionary, each 1289.18 mandatory & informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 60 cm X 60cm square (Add 2% of cost of angle iron towards cost of drilling holes, nuts, bolts, etc.)

8.4G Providing and fixing of retro - reflectorised cautionary, each 1942.25 mandatory & informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 90 cm high octagon (Add 2% of cost of angle iron towards cost of drilling holes, nuts, bolts, etc.)

8.5 Providing and erecting direction and place identification retro- sqm 1055.42 reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on a mild steel single angle iron post 75 X 75 X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 X 45 X 60 cm, 60cm below ground level.

8.6 Providing and erecting direction and place identification retro- sqm 129531.1 reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on a mild steel angle iron post 75 X 75 X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 X 45 X 60 cm, 60cm below ground

8.7A Providing and erecting overhead signs with a corrosion tonne 51422.75 resistant 2mm thick aluminium alloy sheet with high intensity grade retro-reflective sheeting of encapsulated lens type with vertical and lateral clearance given in Clauses 802.2 and 802.3 and installed as per Clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans -Truss and vertical support.

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8.7B Providing and erecting overhead signs with a corrosion sqm 5732.12 resistant 2mm thick aluminium alloy sheet with high intensity grade retro-reflective sheeting of encapsulated lens type with vertical and lateral clearance given in Clauses 802.2 and 802.3 and installed as per Clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans-Aluminium alloy plate for over head sign.

8.8 Painting two coats after filling the surface with synthetic sqm 50.46 enamel paint in all shades on new plastered concrete surfaces.

8.9 Providing and applying two coats of ready mix paint of sqm 44.10 approved brand on steel surface after thorough cleaning of surface to give an even shade.

8.10 Providing and applying two coats of ready mix paint of sqm 49.29 approved brand on wood surface after thorough cleaning of surface to give an even shade.

8.11.3A Supplying and fixing of cantilever type destination sign boards each 56320.60 with diamond graded reflective sheeting in rectangular shape of size 1.20 m x 0.9 m of double sided board including the cost and conveyance of reflective sheeting and providing symbols and letterings by high intensity grade reflective white sheeting fixed over the aluminium plates of all sizes not less than 2 mm thick suitably framed and supported by M.S. angles of size 40 mm X 40 mm X 6 mm with required bolt and nuts. The rectangular board is fixed in the post pipe of 100 mm dia M.S. Heavy vertically 4.8 mts height and horizontally 1.2 m and both the vertical and horizontal are connected by a 100 mm dia M.S. heavy bend with inner support sleeves welded firmly and a base plate of size 30 cm X 30 cm welded at the bottom with necessary anchoring supports. The board and the post pipe are connected by 32 mm dia M.S. pipe with suitable bolts and clamps of 12 cm length by horizontally 3 places and vertically 2 places and a cross tie flat is provided at the bottom of the board with pipe post to hold the hanging strength. Finally the board frame and the post pipe are painted by Zinc chromate primer and aluminium paint and embedded in ground pit of size 0.8m X 0.8 m X 0.9 m with PCC 1:2:4 complete

8.11.3B Fabrication, supply and fixing of informatory board of size 1.2 each 18370.08 m X 0.6 m of diamond graded reflective sheeting encapsulated on aluminium sheets of not less than 2 mm thick suitably supported and framed by M.S angles of size 40 mm X 40 mm Karaikal Page 36

8 . Traffic Signs,Markings & Other Road Code No. Description Unit Rate Rs. X 6mm. The informatory lettering and the symbols will be provided by high intensity white grade white sheeting. The board is supported by a post pipe of size 80 mm dia M.S. heavy for a height of 3.6 m and extended and supported to the extreme width of the board on the rear side. This board frames and post pipes will be painted by Zinc chromate primer and white colour enamel paint and embedded in ground pit of size 0.6m X 0.6 m X 0.6 m with PCC 1:2:4. Rate includes all materials, labour charges conveyance concreting, painting

8.11A Painting lines,dashes, arrows,etc., on roads in two coats on sqm 97.04 new work with ready mixed road marking paint conforming to IS:164 on bituminous surface,including cleaning the surface,including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and control-over 10cm in width.

8.11B Painting lines,dashes, arrows,etc., on roads in two coats on sqm 86.17 new work with ready mixed road marking paint conforming to IS:164 on bituminous surface,including cleaning the surface,including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and control-upto 10cm in width.

8.12A Painting lines,dashes, arrows,etc., on roads in two coats on old sqm 65.83 work with ready mixed road marking paint conforming to IS:164 on bituminous surface,including cleaning the surface,including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and control-over 10cm in width.

8.12B Painting lines,dashes, arrows,etc., on roads in two coats on old sqm 69.94 work with ready mixed road marking paint conforming to IS:164 on bituminous surface,including cleaning the surface,including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and control-upto 10cm in width.

8.13 Providing and laying of hot applied thermoplastic compound sqm 449.42 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

8.14A Reinforced cement concrete M15 grade kilometre stone of Nos 626.88 standard design as per IRC:8-1980,fixing in position including painting and printing etc-5th kilometre stone(precast) Karaikal Page 37


8.14B Reinforced cement concrete M15 grade kilometre stone of Nos 296.27 standard design as per IRC:8-1980,fixing in position including painting and printing etc-ordinary kilometre stone(precast)

8.14C Reinforced cement concrete M15 grade kilometre stone of Nos 131.09 standard design as per IRC:8-1980,fixing in position including painting and printing etc-Hectometre stone(precast)

8.15 Supplying and installation of delineators (road way indicators, each 1198.64 hazard markers,object markers),80-100cm high above ground level, painted black and white in 15cm wide strips, fitted with 80X100 mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC:79

8.16 Reinforced cement concrete M15 grade boundary pillars of each 286.46 standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting.

8.17 Providing and fixing 1.2metres high GI barbed wire fencing Rmt 215.54 with 1.8m angle iron posts 40 mmX40mmX6mm placed every 3 metres center to center founded in M15 grade cement concrete,0.6metre below ground level,every 15th post,last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Clause 807.

8.18 Providing and fixing 1.8m high GI barbed wire fencing with Rmt 352.88 2.4m iron posts 50mmX50mmX6mm placed every 3 metre center to center founded in M15 grade cement concrete 0.6 metre below ground level,every 15th post last but one end post and corner post on one side only and provided with 12 horizontal lines and 2 diagonals inetrwoven with horizontal wires, fixed with GI staples, turn buckles etc., complete as per Clause 807.

8.19 Providing 1.2m high fencing with angle iron posts Rmt 27.59 50mmX50mmX6mm at 3 metre center to centerwith 0.40 metre embedded in M15 grade cement concrete, corner,end and every 10th post to be strutted, provided with welded steel wire fabric of 75mmX50mm mesh or 75mmX25mm mesh and fixed to iron posts by flat iron 50X5mm and bolts etc,. Complete in all respects.

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8 . Traffic Signs,Markings & Other Road Code No. Description Unit Rate Rs. 8.20 Providing, fixing and erecting 50mm dia steel pipe railing in 3 Rmt 7.82 rows duly painetd on medium weight steel channels (ISMC series) 100 mmX 50 mm, 1.2 metre high above ground, 2m center to centre, complete as per approved drawings.

8.21 Providing, fencing and erecting 50mm dia painted steel pipe Rmt 17.56 railing in 3 rows on precast M20 grade RCC vertical posts 1.8 metre high (1.2 m above GL) with 3 holes 50 mm dia pipe,fixed 2 metre centre to, complete as per approved

8.22 Provision of an reinforced cement concrete crash barrier at Linear 25.41 the edges of the road, approaches to bridge structures and metre medians, constructed with M20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia,450mm long at expansion joints filled with pre-moulded ashpalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No.RW/NH-33022/1/94-DO III dated 24th June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified.

8.23A Providing and erecting a "W" metal beam crash barrier Rmt 95.84 comprising of 3mm thick corrugated sheet metal beam rail,70 cm above road/ ground level,fixed on ISMC series channel vertical post,150X75X5 mm spaced 2 m centre-to-centre,1.8 m high,1.1m below ground/road level, all steel parts and fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150X75X5mm, 330m long complete as per Clause 810.

8.23B Providing and erecting a "Thrie" metal beam crash barrier Rmt 95.84 comprising of 3mm thick corrugated sheet metal beam rail,85 cm above road/ ground level,fixed on ISMC series channel vertical post,150X75X5 mm spaced 2 m centre-to-centre,2 m high with 1.15m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150X75X5mm, 546mm long complete as per Clause 810.

8.24 Supplying and fixing of plastic speed bump made out of ABS Rum 4824.78 material. It can bear a load of 80 Tons (Approx).Two highly reflective reflectors moulded in PMMA materials are welded with ABS base plate through ultra sonic welding process and then fixed on to the speed bump so that dust and water cannot touch reflector's inside area and this it maintains its reflectivity for a long time. The speed bump is designed so dynamically and compact that it can bear maximum load on

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8 . Traffic Signs,Markings & Other Road Code No. Description Unit Rate Rs. it. Size of the speed bump; Length-750 mm, Width-250mm, Height- 75mm. It is available in yellow/black combination. It is also available in White/Black combination.

8.25 Supply and installation of solar powered LED Amber blinkers each 67942.69 24 hours operation with Ultra bright Amber/ Red Solid State LED's. the operating voltage is 24 V and the battery and the LED's array enclosure is 300 mm dia with protection glass. The system shall blink 30 blinks per minute. Battery shall be of SMF and expected life shall be 2 years and panel life shall be expected 10 years. The visibility shall be 800 mts. The blinker shall be fixed in G.I. pipe class B of 4" dia reduced to 3" dia G.I.pipe class B. the rate shall include fixing below ground level of 1.20mts depth embedded in CC 1:2:4 of size 50 cm X 50 cm, pipe painted with primer and two or more coat enamel paint of required colour all as directed

8.30 Tile work in skiriting raising of steps and dado (upto 2m Sqm 1013.68 height ) over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand ) end jointed with grey cement slurry at 3.3kg / 1sqm, including grooves joints 10mm wide and 10mm deep on all sides of tiles etc., complete flamed granite tiles 10mm

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9 . Pipe Culverts Code No. Description Unit Rate Rs.

9.1 Plain cement concrete 1:3:6 mix with crushed stone aggregate cum 3872.92 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

9.2A Laying reinforced cement concrete pipe Np4/ prestressed metre 6318.45 concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling,concrete and masonry works in head walls and parapets-1000mm.

9.2B Laying reinforced cement concrete pipe Np4/ prestressed metre 6383.03 concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling,concrete and masonry works in head walls and parapets-1200mm.

9.3A Laying reinforced cement concrete pipe Np4/ prestressed metre 12636.91 concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works back filling, concrete and masonry works in head walls and parapets - 1000mm.

9.3B Laying reinforced cement concrete pipe Np4/ prestressed metre 12766.06 concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works back filling, concrete and masonry works in head walls and parapets - 1200mm.

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10 . Maintenance of Roads Code No. Description Unit Rate Rs.

10.1 Restoration of rain cuts with soil, murram gravel or a mixture cum 594.89 of these clearing the loose soil benching for 300mm width, laying fresh material in layers not exceeding 250mm and compacting with plate compactor or power rammers, to restore the original alignment, levels and slopes.

10.2 Making up loss of material/irregularities on shoulder to the sqm 80.90 design level by adding fresh approved soil and compacting it with appropriate equipment.

10.3 Stripping excess soil from shoulder surface to achieve the sqm 9.33 approved level and compacting it with plate compactor.

10.4 Removal of all failed material, trimming of completed sqm 104.49 excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and the base of excavation as per Clause 503, backfilling the pot - holes with hot bituminous material as per clause 511, compacting trimming and finishing the surface to form a smooth continuous surface, all as per Clause 3004.2.

10.5A Removal of all failed material, trimming of completed sqm 266.05 excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and the base of excavation as per Clause 503, backfilling the pot - holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to form a smooth continuous surface, all as per Clause 3004.2 - Grading I - 19mm (Nominal Size)

10.5B Removal of all failed material, trimming of completed sqm 265.20 excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and the base of excavation as per Clause 503, backfilling the pot - holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to form a smooth continuous surface, all as per Clause 3004.2 - Grading II - 13mm (Nominal Size)

10.6 Filling of crack using slow curing bitumen emulsion and Rmt 3.01 applying crusher dust in case cracks are wider than 3 mm.

10.7 Applying crusher dust to areas of road where bleeding of sqm 2.01 excess bitumen has occurred.

10.9 Repair of spalled joint grooves of contraction joints, Rmt 120.99 longitudinal joints and expansion joints in concrete pavements using epoxy mortar or epoxy concrete.

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10 . Maintenance of Roads Code No. Description Unit Rate Rs.

10.10 Removal of existing sealant and re-sealing of Rmt 27.84 contraction,longitudinal or expansion joints in concrete pavement with fresh sealant material.

10.11 Removal of earth from the choked hill side drain and disposing Rmt 25.37 it on the valley side manually.

10.12 Clearance of landslides in soil and ordinary rock by a bull- cum 52.86 dozer D 80 A-12 180HP and disposal of the same on the valley side.

10.13 Clearing of landslide in hard rock requiring blasting for 50 cum 136.50 percent of the boulders and disposal of the same on the valley side.

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11 . Horticulture Code No. Description Unit Rate Rs.

11.1 Spreading of sludge farm yard manure or/ and good earth in cum 48.60 required thickness(cost of sludge, farm-yard manure or/and good earth to be paid for separately)

11.2A Grassing with 'Doob' grass including watering and maintenance sqm 8.58 of the lawn for 30 days or more tlii the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed-in rows 15cm apart in either direction.

11.2B Grassing with 'Doob' grass including watering and maintenance sqm 13.65 of the lawn for 30 days or more tlii the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed-in rows 7.5 cm apart in either direction.

11.3 Making lawns including ploughing and breaking of clod, sqm 4.78 removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm.

11.4 Maintenance of lawns or Turfing of slopes (rough grassing) for sqm 52.27 a period of one year including watering,etc.

11.5 Turfing lawns with fine grassing including ploughing, dressing sqm 11.62 including breaking of clods, removal of rubbish, dressing and supplying doob grass roots at 10 cm apart, including supplying and spreading of farmyard manure at rate of 0.6 cum per 100 sqm.

11.6 Maintenance of lawns with fine grassing for the first year sqm 116.15 including watering, etc.,

11.7A Planting permanent hedges including digging of trenches, 60 Rmt 127.45 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metre and supplying and planting two rows of hedge plants at 30 cm apart.

11.7B Maintenance of hedge for one year Rmt 129.74 11.8A Planting flowering plants and shrubs in central verge - 200 Rmt 30.69 plants and 800 shrubs in two rows in one km length of road where width of verge is 3m and above.

11.8B Maintenance of flowering plants and shrubs in central verge km 128670.9 for one year - 200 plants and 800 shrubs in two rows in one km length of road where width of verge is 3m and above.

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11 . Horticulture Code No. Description Unit Rate Rs.

11.9 Planting of trees by the roadside (Avenue trees) in 0.60 m dia each 619.31 holes, 1 m deep dug in the ground, mixing the soil with decayed farmyard/ sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year.

11.10 Renovation lawns including weeding forking the ground, top sqm 11.35 dressing with forked soil, watering and maintenance the lawns, for 30 days or more, till the grass forms a thick lawn, free from weeds, and fit for moving and disposal of rubish as directed, including supplying good earth, if needed but excluding the cost of well decayed farmyard manure.

11.11 Supply at site of work well decayed farm yard manure, from cum 174.23 any available source, approved by the Engineer-in-charge including screening and stacking.

11.12 Supply at site of work / store - deoiled neem cake duly packed quintal 871.13 in used gunny bags.

11.13 Supplying sludge duly stacked at site/store cum 23.23 11.14 Half brick circular tree guard in 2nd class brick internal each 1188.91 diametre 1.25 m above ground and 0.20 m below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1 cement: 6 sand) and the intermediate courses being in dry honey comb masonry as per design complete.

11.15 Edging with 2nd class bricks, laid dry lengthwise, including metre 23.85 excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metre.

11.16 Making tree guard 53 cm dia and 1.3 m high as per Design each 1434.28 from empty bitumen drum, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing 2 nos. MS sheet rings 50 x 0.5 mm with rivets, complete in all respect.

11.17 Maing tree guard 53 cm dia 2 metre high as per design from each 3202.72 empty bitumen drums, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing four legs 40 cm long of 30 x 3 mm MS riveted to tree guard and providing and fixing 2 nos. MS sheet rings 50 x 0.5 mm with rivets complete in all respects.

11.18 Wrought iron and mild steel welded work (using angles, square quintal 6232.61 bars, tees and channel grills, grating frames, gates and

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11 . Horticulture Code No. Description Unit Rate Rs. treeguards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately.

11.19 Providing and fixing MS iron tree guard 60 cm dia and 2 metre each 145.48 high abvoe ground level formed of 4 Nos. (25 x 6 mm) and 8 Nos. ( 25 x 3 mm)vertical MS riveted to 3 Nos. (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming complete in all

11.20 Providing and fixing tree guard 0.60 metre square, 2 metre each 1243.67 high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire 3 mm dia welded and fabricated as per design in two halves bolted together.

11.21 Planting trees as compensatory afforestation at the rate of hectare 66275.19 290 trees per hectare at a spacing of 6 m by grubbing and levelling the ground upto a depth of 150 mm , digging holes 0.9 m dia, 1 m deep, mixing farm yard / sludge manure with soil, planting of sapling 2 m high with 25 cm dia stem, backfilling the hole and watering.

11.29A Supply of circular shaped steel tree guard of 45 cm dia and sqm 448.42 1.5m height, which includes leg height of 15 cm. The tree guard circular frame is made out of 3 nos of horizontal rings using 20mm X 6mm, M.S. flats and vertical legs of 3 nos using 10 mm rod, intermediate gaps are welded with 9 nos of 6 mm rod verticals. The tree guard will be painted in green colour and required lettering will be provided in the name boards of size 23 cm X 51 cm at center and 15 cm X 51cm at the top using 20 gauge thick sheet, supported with 20 mm X 6mm M.S.flats at rear side all complete.

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4 . SuperStructure Code No. Description Unit Rate Rs.

4.15A Providing anticorrosive treatment to hysd reinforcement with Tonne 10309.93 fusion bonded epoxy coating. the rate includes cost of anticorrosive coating including cost of powder, sand blasting, cleaning, induction, heating, depreciation of machinery etc., wastage in cut lengths of bars, provision of wooden battens between rows of coated bars, cover to work bush pins/bar bending machines etc. - for bars of 20mm to 32mm diameter.

4.15B Providing anticorrosive treatment to hysd reinforcement with Tonne 14522.59 fusion bonded epoxy coating. the rate includes cost of anticorrosive coating including cost of powder, sand blasting, cleaning, induction, heating, depreciation of machinery etc., wastage of cut lengths of bars, provision of pvc coating on binding wire, provision of wooden battens between rows of coated bars, cover to work bush pins/bar bending machines etc. - for bars of 10mm to 16mm diameter.

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12 . Foundation Code No. Description Unit Rate Rs.

12.1.1A.1 Earth work in excavation for foundation of structures as per cum 106.31 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Ordinary Soil - Manual Means - Depth upto 3 metres including the cost of labour and overhead charges.

12.1.1A.2 Earth work in excavation for foundation of structures as per cum 136.68 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Ordinary Soil - Manual Means - 3 metres to 6 metres depth including the cost of labour and overhead charges.

12.1.1A.3 Earth work in excavation for foundation of structures as per cum 182.24 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Oridnary Soil - Manual Means - Depth above 6 metres including the cost of labour and overhead charges.

12.1.1B.1 Earth work in excavation for foundation of structures as per cum 53.68 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Oridnary Soil - Mechanical Means - Depth upto 3 metres including the cost of labour hire charge of hydraulic excavator and overhead

12.1.1B.2 Earth work in excavation for foundation of structures as per cum 61.35 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Oridnary Soil - Mechanical Means - 3 metres to 6 metres depth including the cost of labour, hire charge of hydraulic excavator and overhead charges.

12.1.1B.3 Earth work in excavation for foundation of structures as per cum 74.95 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Oridnary Soil - Mechanical Means - above 6 metres depth including the cost of labour, hire charge of hydraulic excavator and overhead charges.

12.1.2A Earth work in excavation for foundation of structures as per cum 151.87 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and

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12 . Foundation Code No. Description Unit Rate Rs. backfilling with approved material - Ordinary rock (not requireing blasting) - Manual Means - depth upto 3 metres including the cost of labour and overhead charges.

12.1.2B Earth work in excavation for foundation of structures as per cum 68.20 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Ordinary rock (not requiring blasting)- Mechanical Means - depth upto 3 metres including the cost of labour, hire charge of hydraulic excavator and overhead charges.

12.1.3A Earth work in excavation for foundation of structures as per cum 464.24 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Hard rock (Requiring Blasting) - Manual Means including the cost of labour, blasting material, detonators, hire charge for air compressor and overhead charges.

12.1.4A Earth work in excavation for foundation of structures as per cum 369.65 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Hard rock (Blasting prohibited) - Mechanical Means - depth upto 3 metres - including the cost of labour, hire charge for air compressor and overhead charges.

12.1.5A Earth work in excavation for foundation of structures as per cum 322.61 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Marshy soil - Manual Means - upto 3 metres depth - including the cost of labour, hire charge of tractor and overhead charges.

12.1.5B Earth work in excavation for foundation of structures as per cum 100.17 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Marshy soil - Mechanical Means - upto 3 metre depth including the cost of labour, hire charge for tipper, hydraulic excavator and overhead charges.

12.1.6 Earth work in excavation for foundation of structures as per cum 176.07 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Backfilling in Marshy Foundation Pits including the cost of labour, hire charge for tractor and overhead charges.

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12 . Foundation Code No. Description Unit Rate Rs. 12.3 Sand filling in foundation trenches as per drawing and cum 1240.34 technical specification including the cost of labour, material and overhead charges.

12.4 Plain Cement Concrete 1:3:6 nominal mix in foundation with cum 4869.56 crushed stone aggregate 40 mm nominal size mechancially mixed, placed in foundation and compacted by vibration including curing for 14 days including the cost of labour, material, hire charge for concrete mixer, electirc gen set, water tanker and overhead charges.

12.5 Brick Masonry in Cement Mortar 1:3 in foundation complete cum 4740.38 excluding Pointing and Plastering, as per drawing and technical specifications including the cost of labour, material and overhead charges.

12.6 Cement Mortar 1:3 (1 Cement : 3 sand) including the cost of cum 5353.35 labour, material and overhead charges.

12.7A Stone Masonry work in cement mortar 1:3 in foundation cum 4264.84 complete as per drawing and Technical specifications - Square rubble coursed rubble masonry (First sort) including the cost of labour, material and overhead charges.

12.7B Stone Masonry work in cement mortar 1:3 in foundation cum 4186.12 complete as per drawing and Technical specifications - Random rubble masonry (coursed / uncoursed) including the cost of labour, material and overhead charges.

12.8A Plain cement concrete in open foundation complete as per cum 5373.82 drawing and technical specifications - PCC Grade M15 with a minimum cement content of 275 kg / cum including the cost of labour, material hire charge for concrete mixer, electric gen set, form work and overhead charges.

12.8B Plain cement concrete in open foundation complete as per cum 5944.07 drawing and technical specifications - PCC Grade M20 with a minimum cement content of 344 kg / cum including the cost of labour, material, hire charge for concrete mixer, electric gen set, form work and overhead charges.

12.8C.1 Reinforced cement concrete in open foundation complete as cum 5971.76 per drawing and technical specifications - RCC Grade M20 with a minimum cement content 347 kg / cum - Using concrete mixer including the cost of labour, material, hire charge for electric genset, formwork and overhead charges.

12.8C.2 Reinforced cement concrete in open foundation complete as cun 5506.07 per drawing and technical specifications - RCC Grade M20 with a minimum cement content of 347 kg / cum - With Batching Plant, Transit Mixer and Concrete Pump, electric gen set, front end loader including the cost of labour, material, formwork and overhead charges.

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12 . Foundation Code No. Description Unit Rate Rs. 12.8D.1 Plain cement concrete in open foundation complete as per cum 6388.21 drawing and technical specifications - PCC Grade M25 with a minimum cement content of 400 kg / cum - Using Concrete Mixer and electric genset including the cost of labour and material, formwork and overhead charges.

12.8D.2 Plain cement concrete in open foundation complete as per cum 5927.10 drawing and technical specifications - PCC Grade M25 with a minimum cement content of 400 kg / cum - With Batching Plant, Transit Mixer and Concrete Pump, front end loader, electric gen set including the cost of labour, material, formwork and overhead charges.

12.8E.1 Reinforced cement concrete in open foundation complete as cum 6421.35 per drawing and technical specifications - RCC Grade M25 with a minimum cement content of 403 kg / cum - Using Concrete Mixer and electric gen set including the cost of labour, material, form work and overhead charges.

12.8E.2 Reinforced cement concrete in open foundation complete as cum 5956.78 per drawing and technical specifications - RCC Grade M25 with a minimum cement content of 403 kg / cum - With Batching Plant, Transit Mixer and Concrete Pump, front end loader, electric gen set including the cost of labour, material, formwork and overhead charges.

12.8F.1 Plain cement concrete in open foundation complete as per cum 6422.40 drawing and technical specifications - PCC Grade M30 with a minimum cement content of 405 kg / cum - using Concrete Mixer and electric gen set including the cost of labour, material, formwork and overhead charges.

12.8F.2 Plain cement concrete in open foundation complete as per cum 5974.02 drawing and technical specifications - PCC Grade M30 with a minimum cement content of 405 kg / cum - Using Batching Plant, Transit Mixer and Concrete Pump, front end loader, electric gen set including the cost of labour, material, formwork and overhead charges.

12.8G.1 Reinforced Cement Concrete in open foundation complete as cum 6433.42 per drawing and technical specifications - RCC Grade M30 with a minimum cement content of 407 kg / cum - Using Concrete Mixer and electric gen set including the cost of labour, material, formwork and overhead charges.

12.8G.2 Reinforced Cement Concrete in open foundation complete as cum 5971.36 per drawing and technical specifications - RCC Grade M30 with a minimum cement content of 407 kg / cum - Using Batching Plant, Transit Mixer and Concrete Pump,front end loader, electric gen set including the cost of labour material, formwork and overhead charges.

12.8H.1 Reinforced Cement Concrete in open foundation complete as cum 6528.46 per drawing and technical specifications - RCC Grade M35 with a minimum cement content of 422 kg / cum - Using

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12 . Foundation Code No. Description Unit Rate Rs. Concrete Mixer and electric gen set including the cost of labour, material, formwork and overhead charges.

12.8H.2 Reinforced Cement Concrete in open foundation complete as cum 6068.62 per drawing and technical specifications - RCC Grade M35 with a minimum cement content of 422 kg / cum - Using Batching Plant, Transit Mixer and Concrete Pump, front end loader, electric gen set including the cost of labour, material, formwork and overhead charges.

12.11C.4.1 Plain Cement Concrete, in Well Foundation complete as per cum 6723.73 Drawing and Technical Specifications - Bottom Plug - PCC Grade M35 with a minimum cement content of 419 kg / cum - Using Concrete Mixer

12.11C.4.2 Plain Cement Concrete, in Well Foundation complete as per cum 6041.55 Drawing and Technical Specifications - Bottom Plug - PCC Grade M35 with a minimum cement content of 419 kg / cum - Using Batching Plant, Transit Mixer and Crane / Concrete Pump, front end loader, electric gen set including the cost of labour, material, admixtures and overhead charges.

12.11F.4.1 Reinforced cement concrete, in well foundation complete as cum 6528.46 per drawing and technical specifications - well cap - RCC grade M35 with a minimum cement content of 422 kg / cum - Using concrete mixer and electric gen set including the cost of labour, material, formwork and overhead charges.

12.11F.4.2 Reinforced cement concrete, in well foundation complete as cum 5956.47 per drawing and technical specifications - well cap - RCC grade M35 with a minimum cement content of 422 kg / cum - Using Batching plant , transit mixer and concrete pump, front end loader, electric gen set including the cost of labour, material, formwork and overhead charges.

12.22 Providing steel liner 10mm thick for curbs and 6mm thick for MT 66063.16 steining of wells including fabricating and setting out as per detailed drawing

12.22.1 Boring, providing and installing bored cast - in - situ reinforced metre 1786.87 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 419 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site with all lifts and lead upto 1000m - as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the Karaikal Page 6

12 . Foundation Code No. Description Unit Rate Rs. bottom of pile cap) - pile diameter - 450mm (Using concrete mixer)

12.23.1 Boring, providing and installing bored cast - in - situ reinforced metre 5286.27 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 419 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site with all lifts and lead upto 1000m - as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - pile diameter - 750mm (Using concrete mixer)

12.24.1 Boring, providing and installing bored cast - in - situ reinforced metre 8822.42 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 419 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site with all lifts and lead upto 1000m - as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - pile diameter - 1000mm (Using concrete mixer)

12.25.1 Boring, providing and installing bored cast - in - situ reinforced metre 11595.94 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 419 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site with all lifts and lead upto 1000m - as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the Karaikal Page 7

12 . Foundation Code No. Description Unit Rate Rs. bottom of pile cap) - pile diameter -1200mm (Using concrete mixer)

12.26.1 Driven cast -in -place vertical M35 grade with a minimum metre 4416.09 cement content of 419 kg / cum R.C.C. pile excluding reinforcement complete as per drawing and technical specifications - 750 mm diametre (Using concrete mixer)



12.29.1 Driven precast vertical M 35 grade with a minimum cement metre 2380.94 content of 419 kg / cum R.C.C piles excluding reinforcement complete as per drawing and technical specifications - 500 mm diameter pile (using crane, vibrating pile driving hammer with power unit) including the cost of materials, labour and transportation cost @ 1% of material and machinery.

12.30.1 Driven precast vertical M 35 grade with a minimum cement metre 4116.08 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - 750mm diameter pile (Using crane, vibrating pile drawing hammer with power unit) including the cost of materials, labour and transportation cost @ 1% of materials and machinery.

12.31.1 Driven precast vertical M 35 grade with a minimum cement metre 6801.27 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - 1000mm diametre pile.(using crane and vibrating pile driving hammer with power unit including the cost of materials, labour and transportation cost @ 1% of material and machinery.

12.32.1 Driven precast vertical M35 grade with a minimum cement metre 1681.29 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - size of pile 300mm x 300mm.(Using crane and vibrating pile driving hammer with power unit including the cost of materials, labour and transportation cost @ 1% of material and machinery.

12.33.1 Driven precast vertical M 35 grade with a minimum cement metre 2811.40 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - size of pile 500 mm x 500 mm (Using crane and vibrating pile driving hammer with power unit including the cost of materials, labour and transportation cost @ 1% of material and

12.34.1 Driven precast vertical M 35 grade with a minimum cement metre 5163.00 content of 419 kg / cum RCC piles excluding reinforcement Karaikal Page 8

12 . Foundation Code No. Description Unit Rate Rs. complete as per drawing and technical specifications - size of pile 750 mm x 750mm.(Using crane, vibrating pile driving hammer with power unit) including the cost of materials, labour and transportation cost @ 1% of material and machinery.

12.37A Pile load test on single vertical pile in accordance with MT 479.12 IS:2911 (Part -IV) - Initial and routine load test

12.37B Pile load test on single vertical pile in accordance with MT 7259.38 IS:2911 (Part -IV) - lateral load test

12.38A.1 Cement concrete for reinforced concrete in pile cap complete cum 5942.99 as per drawing and technical specifications - RCC grade M20 with a minimum cement content of 341 kg / cum (Using Concrete mixer and electric genset) including all machineries and formwork.

12.38A.2 Cement concrete for reinforced concrete in pile cap complete cum 5496.71 as per drawing and technical specifications - RCC grade M20 with a minimum cement content of 341 kg / cum - (Using Batching plant , Transit mixer and Concrete pump) including all machineries and formwork.

12.38B.1 Cement concrete for reinforced concrete in pile cap complete cum 6424.66 as per drawing and technical specifications - RCC grade M25 with a minimum cement content of 399 kg / cum -(Using concrete mixer) including all machineries and formwork.

12.38B.2 Cement concrete for reinforced concrete in pile cap complete cum 5978.38 as per drawing and technical specifications - RCC grade M25 with a minimum cement content of 399 kg / cum -(Using Batching plant, Transit Mixer and Concrete Pump) including all machineries and formwork.

12.38C.1 Cement concrete for reinforced concrete in pile cap complete cum 6485.56 as per drawing and technical specifications - RCC grade M30 with a minimum cement content of 407 kg / cum -(Using concrete mixer)including all machineries and formwork.

12.38C.2 Cement concrete for reinforced concrete in pile cap complete cum 6039.28 as per drawing and technical specifications - RCC grade M30 with a minimum cement content of 407 kg / cum -(Using Batching plant, Transit Mixer and Concrete pump) including all machineries and formwork.

12.38D.1 Cement concrete for reinforced concrete in pile cap complete cum 6612.90 as per drawing and technical specifications - RCC grade M35 with a minimum cement content of 422 kg / cum -(Using Concrete mixer) including all machineries and formwork.

12.38D.2 Cement concrete for reinforced concrete in pile cap complete cum 6166.62 as per drawing and technical specifications - RCC grade M35 with a minimum cement content of 422 kg / cum -(Using Batching plant , Transit Mixer and Concrete Pump) including Karaikal Page 9

12 . Foundation Code No. Description Unit Rate Rs. all machineries and formwork.

12.39 Providing and laying of PCC M15 with a minimum cement cum 5167.13 content of 275 kg / cum levelling course 100mm thick below the pile cap (Using concrete mixer and electric genset)

12.40 Supplying, fitting and placing uncoated Thermo Mechanical MT 61831.00 Treated bars (TISCON / VIZAG / IISCO / SAIL ) reinforcement in foundation complete as per drawing and technical specifications

12.40.1 Boring, providing and installing bored cast - in - situ reinforced metre 1893.35 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 419 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site with all lifts and lead upto 1000m - as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - pile diameter - 450mm (Using concrete mixer & Cement SRPC)

12.40A Supplying, fitting and placing uncoated Thermo Mechanical MT 55733.12 Treated bars (ISI brand approved make) reinforcement in foundation complete as per drawing and technical

12.41 Supplying, fitting and placing uncoated mild steel MT 55986.33 reinforcement in foundation complete as per drawing and technical specifications

12.41.1 Boring, providing and installing bored cast - in - situ reinforced metre 5581.83 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 419 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site with all lifts and lead upto 1000m - as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - pile diameter - 750mm (Using concrete mixer & Cement SRPC) Karaikal Page 10


12.42.1 Boring, providing and installing bored cast - in - situ reinforced metre 9348.14 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 419 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site with all lifts and lead upto 1000m - as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - pile diameter - 1000mm (Using concrete mixer & Cement SRPC)

12.43.1 Boring, providing and installing bored cast - in - situ reinforced metre 12352.71 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 419 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site with all lifts and lead upto 1000m - as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - pile diameter -1200mm (Using concrete mixer & Cement SRPC)

12.44.1 Driven cast -in -place vertical M35 grade with a minimum metre 4713.19 cement content of 419 kg / cum R.C.C. pile excluding reinforcement complete as per drawing and technical specifications - 750 mm diametre (Using concrete mixer & Cement SRPC)

12.45.1 Driven cast -in -place vertical M35 grade with a minimum metre 7788.39 cement content of 419 kg / cum R.C.C. pile excluding reinforcement complete as per drawing and technical specifications - 1000 mm diametre (Using concrete mixer & Cement SRPC)

12.46.1 Driven cast -in -place vertical M35 grade with a minimum metre 11327.43 cement content of 419 kg / cum R.C.C. pile excluding reinforcement complete as per drawing and technical specifications - 1200 mm diametre (Using concrete mixer & Cement SRPC) Karaikal Page 11


12.47.1 Driven precast vertical M 35 grade with a minimum cement metre 2475.93 content of 419 kg / cum R.C.C piles excluding reinforcement complete as per drawing and technical specifications - 500 mm diameter pile (using crane, vibrating pile driving hammer with power unit) including the cost of materials, labour and transportation cost @ 1% of material and machinery.(Using Cement SRPC)

12.48.1 Driven precast vertical M 35 grade with a minimum cement metre 4329.73 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - 750mm diameter pile (Using crane, vibrating pile drawing hammer with power unit) including the cost of materials, labour and transportation cost @ 1% of materials and machinery & Cement SRPC)

12.49.1 Driven precast vertical M 35 grade with a minimum cement metre 8869.95 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - 1000mm diametre pile.(using crane and vibrating pile driving hammer with power unit including the cost of materials, labour and transportation cost @ 1% of material and machinery. (Using Cement SRPC)

12.50.1 Driven precast vertical M35 grade with a minimum cement metre 1724.83 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - size of pile 300mm x 300mm.(Using crane and vibrating pile driving hammer with power unit including the cost of materials, labour and transportation cost @ 1% of material and machinery. (Using Cement SRPC)

12.51.1 Driven precast vertical M 35 grade with a minimum cement metre 2932.35 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - size of pile 500 mm x 500 mm (Using crane and vibrating pile driving hammer with power unit including the cost of materials, labour and transportation cost @ 1% of material and machinery. (Using Cement SRPC)

12.52.1 Driven precast vertical M 35 grade with a minimum cement metre 5435.14 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - size of pile 750 mm x 750mm.(Using crane, vibrating pile driving hammer with power unit) including the cost of materials, labour and transportation cost @ 1% of material and machinery. (Using Cement SRPC)

12.59A.1 Cement concrete for reinforced concrete in pile cap complete cum 6259.54 as per drawing and technical specifications - RCC grade M20 with a minimum cement content of 341 kg / cum (Using Concrete mixer and electric genset) including all machineries and formwork. (Using Cement SRPC)

Karaikal Page 12


12.59A.2 Cement concrete for reinforced concrete in pile cap complete cum 5830.42 as per drawing and technical specifications - RCC grade M20 with a minimum cement content of 341 kg / cum - (Using Batching plant , Transit mixer and Concrete pump) including all machineries and formwork. (Using Cement SRPC)

12.59B.1 Cement concrete for reinforced concrete in pile cap complete cum 6815.32 as per drawing and technical specifications - RCC grade M25 with a minimum cement content of 399 kg / cum -(Using concrete mixer) including all machineries and formwork. (Using Cement SRPC)

12.59B.2 Cement concrete for reinforced concrete in pile cap complete cum 6386.20 as per drawing and technical specifications - RCC grade M25 with a minimum cement content of 399 kg / cum -(Using Batching plant, Transit Mixer and Concrete Pump) including all machineries and formwork.(Using Cement SRPC)

12.59C.1 Cement concrete for reinforced concrete in pile cap complete cum 6885.59 as per drawing and technical specifications - RCC grade M30 with a minimum cement content of 407 kg / cum -(Using concrete mixer)including all machineries and formwork. (Using Cement SRPC)

12.59C.2 Cement concrete for reinforced concrete in pile cap complete cum 6456.47 as per drawing and technical specifications - RCC grade M30 with a minimum cement content of 407 kg / cum -(Using Batching plant, Transit Mixer and Concrete pump) including all machineries and formwork.(Using Cement SRPC)

12.59D.1 Cement concrete for reinforced concrete in pile cap complete cum 7032.52 as per drawing and technical specifications - RCC grade M35 with a minimum cement content of 422 kg / cum -(Using Concrete mixer) including all machineries and formwork.(Using Cement SRPC)

12.59D.2 Cement concrete for reinforced concrete in pile cap complete cum 6603.40 as per drawing and technical specifications - RCC grade M35 with a minimum cement content of 422 kg / cum -(Using Batching plant , Transit Mixer and Concrete Pump) including all machineries and formwork.(Using Cement SRPC)

12.60 Providing and laying of PCC M15 with a minimum cement cum 5606.86 content of 275 kg / cum levelling course 100mm thick below the pile cap (Using concrete mixer , electric genset and Cement SRPC)

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13 . Substructure Code No. Description Unit Rate Rs.

13.1K Brick masonry work with Table moulded bricks in cement cum 4496.07 mortar 1:3 (One cement and three sand) in substructure complete excluding pointing and plastering, as per drawing and technical specification.

13.2 Pointing with cement mortar 1:3 (one cement and three sand) sqm 53.51 on brick work in substructure as per technical specification- including the cost of labour, material.

13.3 Plastering with cement mortar 1:3 (one cement and three sqm 114.54 sand) on brick work in substructure as per Technical specifications-including the cost of labour and material.

13.4A Stone masonry work in cement mortar 1:3 (one cement and cum 4201.10 three sand) for substructure complete as per drawing and technical specifications) - Random rubble masonry-including the cost of labour, material and formwork.

13.4B Stone masonry work in cement mortar 1:3 (one cement and cum 4385.16 three sand) for substructure complete complete as per drawing and technical specifications) - Coursed rubble masonry (first sort)-including the cost of labour, material and formwork.

13.4C Stone masonry work in cement mortar 1:3 (one cement and cum 5352.08 three sand) for substructure complete complete as per drawing and technical specifications) - Ashlar masonry (first sort)- including the cost of labour ,material and formwork.

13.5A Plain Cement Concrete in substructure complete as per cum 5683.85 drawing and technical specification - PCC Grade M15 with a minimum cement content 275 kg / cum upto 5 metre height- including the cost of labour, material, machinery and

13.5B Plaing Cement Concrete in substructure complete as per cum 6287.00 drawing and technical specification - PCC Grade M20 with a minimum cement content 344 kg / cum upto 5 metre height- including the cost of labour ,material,machinery and formwork.

13.5C.1.1 Plaing Cement Concrete in substructure complete as per cum 6773.04 drawing and technical specification - PCC Grade M25 with a minimum cement content 399 kg / cum upto 5 metre height- Using concrete mixer(Formwork-10%).

13.5C.1.2 Plain Cement Concrete in substructure complete as per cum 6284.16 drawing and technical specification - PCC Grade M25 with a minimum cement content 400 kg / cum up to 5m height- Using batching plant(Formwork-10%).

13.5C.2.1 Plain Cement Concrete in substructure complete as per cum 7019.34 drawing and technical specification - PCC Grade M25 with a minimum cement content 399 kg / cum - For height above 5m height and upto 10m - Using concrete mixer (Form work 12 % + Extra lift 2 %)

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13 . Substructure Code No. Description Unit Rate Rs. 13.5C.2.2 Plain Cement Concrete in substructure complete as per cum 6512.66 drawing and technical specification - PCC Grade M25 with a minimum cement content 400 kg / cum for height above 5m and upto 10m using batching plant (Form work 12% + Extra

13.5C.3.1 Plain Cement Concrete in substructure complete as per cum 7327.21 drawing and technical specification - PCC Grade M25 with a minimum cement content 399 kg / cum for height above 10m using concrete mixer (Form work 15% + Extra lift 4%)

13.5C.3.2 Plain Cement Concrete in substructure complete as per cum 6798.32 drawing and technical specification - PCC Grade M25 with a minimum cement content 400 kg / cum for height above 10m using batching plant (Form work 15% + Extra lift 4%)

13.5D.1.1 Plain Cement Concrete in substructure complete as per cum 6825.74 drawing and technical specification - PCC Grade M30 with a minimum cement content 405 kg / cum upto 5m height - using concrete mixer (Formwork-10%).

13.5D.1.2 Plain Cement Concrete in substructure complete as per cum 6349.21 drawing and technical specification - PCC Grade M30 with a minimum cement content 405 kg / cum upto 5m height- Using batching plant (Formwork-10%).

13.5D.2.1 Plain Cement Concrete in substructure complete as per cum 7073.95 drawing and technical specification - PCC Grade M30 with a minimum cement content 405 kg / cum for height above 5m and upto 10m using concrete mixer (Formwork 12% + Extra

13.5D.2.2 Plain Cement Concrete in substructure complete as per cum 6580.08 drawing and technical specification - PCC Grade M30 with a minimum cement content 405 kg / cum For height above 5m and upto 10m height using batching plant (Form work 12% + Extra lift 2%)

13.5D.3.1 Plain Cement Concrete in substructure complete as per cum 7384.22 drawing and technical specification - PCC Grade M30 with a minimum cement content 405 kg / cum for height above 10m -Using concrete mixer (Form work 15% + Extra lift 4%)

13.5D.3.2 Plain Cement Concrete in substructure complete as per cum 6868.68 drawing and technical specification - PCC Grade M30 with a minimum cement content 405 kg / cum for height above 10m -Using batching plant (Form work 15% + Extra lift 4%)

13.5E.1.1 Reinforced Cement Concrete in substructure complete as per cum 6316.29 drawing and technical specification -RCC Grade M20 with a minimum cement content 347 kg / cum up to 5m height - Using concrete mixer

13.5E.1.2 Reinforced Cement Concrete in substructure complete as per cum 5823.74 drawing and technical specification -RCC Grade M20 with a minimum cement content 347 kg / cum up to 5m height - Using batching plant Karaikal Page 15

13 . Substructure Code No. Description Unit Rate Rs.

13.5E.2.1 Reinforced Cement Concrete in substructure complete as per cum 6545.97 drawing and technical specification -RCC Grade M20 with a minimum cement content 347 kg / cum for height above 5m and upto 10m -Using concrete mixer (Form work 12% + Extra lift 2%)

13.5E.2.2 Reinforced Cement Concrete in substructure complete as per cum 6035.51 drawing and technical specification -RCC Grade M20 with a minimum cement content 347 kg / cum for height above 5m and upto 10m -Using batching plant (Form work 12% + Extra lift 2%)

13.5E.3.1 Reinforced Cement Concrete in substructure complete as per cum 6833.08 drawing and technical specification -RCC Grade M20 with a minimum cement content 347 kg / cum for height above 10m - Using concrete mixer (Form work 15% + Extra lift 4%)

13.5E.3.2 Reinforced Cement Concrete in substructure complete as per cum 6300.22 drawing and technical specification -RCC Grade M20 with a minimum cement content 347 kg / cum for height above 10m - Using batching plant (Form work 15% + Extra lift 4%)

13.5F.1.1 Reinforced Cement Concrete in substructure complete as per cum 6808.18 drawing and technical specification -RCC Grade M25 with a minimum cement content 403 kg / cum for upto height 5m - Using concrete mixer

13.5F.1.2 Reinforced Cement Concrete in substructure complete as per cum 6315.63 drawing and technical specification -RCC Grade M25 with a minimum cement content 403 kg / cum for upto height 5m - Using batching plant

13.5F.2.1 Reinforced Cement Concrete in substructure complete as per cum 7031.00 drawing and technical specification -RCC Grade M25 with a minimum cement content 403 kg / cum for height above 5m and upto 10m height - Using concrete mixer (Form work 11.8% + Extra lift 1.8%)

13.5F.2.2 Reinforced Cement Concrete in substructure complete as per cum 6522.34 drawing and technical specification -RCC Grade M25 with a minimum cement content 403 kg / cum for height above 5m and upto 10m height - Using batching plant (Form work 11.8% + Extra lift 1.8)

13.5F.3.1 Reinforced Cement Concrete in substructure complete as per cum 7384.22 drawing and technical specification -RCC Grade M25 with a minimum cement content 405 kg / cum for height above 10m - Using concrete mixer (Form work 15% + Extra lift

13.5F.3.2 Reinforced Cement Concrete in substructure complete as per cum 6832.36 drawing and technical specification -RCC Grade M25 with a minimum cement content 403 kg / cum for height above 10m - Using batching plant (Form work 15% + Extra lift Karaikal Page 16

13 . Substructure Code No. Description Unit Rate Rs. 4%)

13.5G.1.1 Reinforced Cement Concrete in substructure complete as per cum 6837.46 drawing and technical specification -RCC Grade M30 with a minimum cement content 407 kg / cum upto 5m height - Using concrete mixer (Formwork-10%)

13.5G.1.2 Reinforced Cement Concrete in substructure complete as per cum 6346.38 drawing and technical specification -RCC Grade M30 with a minimum cement content 407 kg / cum upto 5m height - Using batching plant (Formwork-10%).

13.5G.2.1 Reinforced Cement Concrete in substructure complete as per cum 7030.16 drawing and technical specification -RCC Grade M30 with a minimum cement content 407 kg / cum for height above 5m and upto 10m height - Using concrete mixer (Form work 11.5% + Extra lift 1.6%)

13.5G.2.2 Reinforced Cement Concrete in substructure complete as per cum 7030.16 drawing and technical specification -RCC Grade M30 with a minimum cement content 407 kg / cum for height above 5m and upto 10m height - Using batching plant (Form work 11.5% + Extra lift 1.6 %)

13.5G.3.1 Reinforced Cement Concrete in substructure complete as per cum 7303.64 drawing and technical specification -RCC Grade M30 with a minimum cement content 407 kg / cum for height above 10m - Using concrete mixer (Form work 14% + Extra lift 3.5%)

13.5G.3.2 Reinforced Cement Concrete in substructure complete as per cum 6779.08 drawing and technical specification -RCC Grade M30 with a minimum cement content 407 kg / cum for height above 10m - Using batching plant (Form work 14% + Extra lift 3.5%)

13.5H.1.1 Reinforced Cement Concrete in substructure complete as per cum 6972.14 drawing and technical specification -RCC Grade M35 with a minimum cement content 422 kg / cum for height upto 5m - Using concrete mixer (Formwork-10%).

13.5H.1.2 Reinforced Cement Concrete in substructure complete as per cum 6481.06 drawing and technical specification -RCC Grade M35 with a minimum cement content 422 kg / cum for height upto 5m - Using batching plant (Formwork-10%).

13.5H.2.1 Reinforced Cement Concrete in substructure complete as per cum 7124.25 drawing and technical specification -RCC Grade M35 with a minimum cement content 422 kg / cum for height above 5m and upto 10m - Using concrete mixer (Form work 11% + Extra lift 1.4%)

13.5H.2.2 Reinforced Cement Concrete in substructure complete as per cum 6622.47 drawing and technical specification -RCC Grade M35 with a minimum cement content 422 kg / cum for height above 5m Karaikal Page 17

13 . Substructure Code No. Description Unit Rate Rs. and upto 10m - Using batching plant (Form work 11% + Extra lift 1.4%)

13.5H.3.1 Reinforced Cement Concrete in substructure complete as per cum 7352.45 drawing and technical specification -RCC Grade M35 with a minimum cement content 422 kg / cum for height above 10m - Using concrete mixer (Form work 13% + Extra lift

13.5H.3.2 Reinforced Cement Concrete in substructure complete as per cum 6834.57 drawing and technical specification -RCC Grade M35 with a minimum cement content 422 kg / cum for height above 10m - Using batching plant (Form work 13% + Extra lift 3%)

13.6 Supplying, fitting and placing Thermo Mechanical Treated tonne 61956.16 bars (TISCON / VIZAG / IISCO / SAIL) reinforcement in substructure complete as per drawing and technical specifications including material and labour for cutting, bending, shifting to site, tying and placing in position.

13.6A Supplying, fitting and placing Thermo Mechanical Treated MT 55858.28 bars (ISI brand approved make). reinforcement in substructure complete as per drawing and technical specifications including material and labour for cutting, bending, shifting to site, tying and placing in position.

13.7 Supplying, fitting and placing mild steel reinforcement tonne 55351.87 complete in substructure as per drawing and technical specifications including material and labour for straightening, cutting,bending, shifting to site,tying and placing in position.

13.8 Providing weep holes in brick masonry /plain/reinforced nos 90.62 concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and technical specifications.

13.10 Providing and laying of filter media with granular materials / cum 2423.12 stone crushed aggregates satisfying the requirements laid down Clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications.

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14 . Superstructure Code No. Description Unit Rate Rs.

14.1A.1 Furnishing and placing reinforced cement concrete in cum 6575.14 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using concrete mixer - for solid slab superstructure - height upto 5m including all machineries and formwork etc.

14.1A.1.1 Furnishing and placing reinforced cement concrete in cum 6849.11 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341 kg / cum - Using concrete mixer - for T-beam & slab superstructure - height upto 5m including all machineries and formwork, etc.

14.1A.2 Furnishing and placing reinforced cement concrete in cum 6849.11 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341 kg / cum - Using concrete mixer -for solid slab superstructure - for height above 5m upto 10m-including all machineries and formwork etc.

14.1A.2.1 Furnishing and placing reinforced cement concrete in cum 7123.07 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341 kg / cum - Using concrete mixer -for T-beam & slab superstructure -for height above 5m upto 10m-including all machineries and formwork etc.

14.1A.3 Furnishing and placing reinforced cement concrete in cum 7123.07 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using concrete mixer -for solid slab superstructure - for height above 10m-including all machineries and formwork etc.

14.1A.3.1 Furnishing and placing reinforced cement concrete in cum 7397.03 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341 kg / cum - Using concrete mixer -for T-beam & slab superstructure -for height above 10m-including all machineries and formwork etc.

14.1B.1 Furnishing and placing reinforced cement concrete in cum 7130.92 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 399 kg / cum - Using concrete mixer - for solid slab superstructure - height upto 5m including all machineries and formwork, etc.

14.1B.1.1 Furnishing and placing reinforced cement concrete in cum 7428.04 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 399 kg / cum - Using concrete mixer and electric gen set - for T-beam & slab superstructure - height upto 5m including all machineries and formwork, etc.

14.1B.2 Furnishing and placing reinforced cement concrete in cum 7428.04 Karaikal Page 19


14.1B.2.1 Furnishing and placing reinforced cement concrete in cum 7725.16 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 399 kg / cum - Using concrete mixer -for T-beam & slab superstructure - height above 5m and upto 10m- including all machineries and formwork, etc.,

14.1B.3 Furnishing and placing reinforced cement concrete in cum 7725.16 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 399 kg / cum - Using concrete mixer -for solid slab superstructure - height above10m- including all machineries and

14.1B.3.1 Furnishing and placing reinforced cement concrete in cum 8022.28 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 399 kg / cum - Using concrete mixer -for T-beam & slab superstructure - height above 10m- including all machineries and formwork, etc.,

14.1C.1 Furnishing and placing reinforced cement concrete in cum 7225.49 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using concrete mixer - for solid slab superstructure - height upto 5m including all machineries and formwork, etc.

14.1C.1.1 Furnishing and placing reinforced cement concrete in cum 7526.55 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using concrete mixer - forT-beam & slab superstructure - height upto 5m including all machineries and formwork, etc.

14.1C.2 Furnishing and placing reinforced cement concrete in cum 7526.55 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using concrete mixer -for solid slab superstructure - height above 5m to 10m-including all machineries and formwork, etc.,

14.1C.2.1 Furnishing and placing reinforced cement concrete in cum 7827.61 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using concrete mixer -forT-beam & slab superstructure - height above 5m to 10m-including all machineries and formwork,etc.,

14.1C.3 Furnishing and placing reinforced cement concrete in cum 7827.61 superstructure as per drawing and technical specifications -

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14 . Superstructure Code No. Description Unit Rate Rs. RCC grade M30 with a minimum cement content 407 kg / cum - Using concrete mixer -for solid slab superstructure - height above 10m-including all machineries and formwork,etc.,

14.1C.3.1 Furnishing and placing reinforced cement concrete in cum 8128.67 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using concrete mixer -forT-beam & slab superstructure - height above10m-including all machineries and formwork,etc.,

14.1D.1.1 Furnishing and placing reinforced cement concrete in cum 7249.55 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer - for solid slab superstructure - height upto 5m including all machineries and formwork, etc.

14.1D.1.2 Furnishing and placing reinforced cement concrete in cum 7556.73 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for T-beam & slab superstructure - height upto 5m-including all machineries and formwork,etc.,

14.1D.1.3 Furnishing and placing reinforced cement concrete in cum 8478.28 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for box girder and balanced cantilever - height upto 5m-including all machineries and formwork,etc.,

14.1D.2.1 Furnishing and placing reinforced cement concrete in cum 7556.73 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for solid slab superstructure - height above 5m and upto 10m-including all machineries and formwork,etc.,

14.1D.2.2 Furnishing and placing reinforced cement concrete in cum 7863.91 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for T-beam & slab superstructure - height above 5m to 10m-including all machineries and formwork,etc.,

14.1D.2.3 Furnishing and placing reinforced cement concrete in cum 9092.65 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for box girder and balanced cantilever - height above 5m and upto 10m- including all machineries and formwork,etc.,

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14 . Superstructure Code No. Description Unit Rate Rs. 14.1D.3.1 Furnishing and placing reinforced cement concrete in cum 7863.91 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for solid slab superstructure - height above 10m-including all machineries and formwork,etc.,

14.1D.3.2 Furnishing and placing reinforced cement concrete in cum 8171.10 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for T-beam & slab superstructure - height above 10m-including all machineries and formwork,etc.,

14.1D.3.3 Furnishing and placing reinforced cement concrete in cum 9707.02 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for box girder and balanced cantilever - height above10m-including all machineries and formwork,etc.,

14.1E.1.1 Furnishing and placing reinforced cement concrete in cum 7739.91 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using concrete mixer - for solid slab superstructure- height upto 5m including all machineries and formwork, etc.

14.1E.1.2 Furnishing and placing reinforced cement concrete in cum 8062.41 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using concrete mixer -for T-beam & slab superstructure- height upto 5m-including all machineries and formwork,etc.,

14.1E.2.1 Furnishing and placing reinforced cement concrete in cum 8062.41 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using concrete mixer -for solid slab superstructure- height above 5m and upto 10m-including all machineries and formwork,etc.,

14.1E.2.2 Furnishing and placing reinforced cement concrete in cum 8384.90 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using concrete mixer -for T-beam & slab superstructure- height above 5m and upto 10m-including all machineries and formwork,etc.,

14.1E.3.1 Furnishing and placing reinforced cement concrete in cum 8384.90 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using concrete mixer -for solid slab superstructure- height above 10m-including all machineries and formwork,etc.,

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14 . Superstructure Code No. Description Unit Rate Rs. 14.1E.3.2 Furnishing and placing reinforced cement concrete in cum 8707.40 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using concrete mixer -for T-beam & slab superstructure- height above 10m-including all machineries and formwork,etc.,

14.1F.1.1 Furnishing and placing reinforced cement concrete in cum 7505.85 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant, transit mixer and concrete pump -for solid slab superstructure - height upto 5m- including all machineries and formwork, etc.,

14.1F.1.2 Furnishing and placing reinforced cement concrete in cum 7829.38 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant, transit mixer and concrete pump -for I - beam and slab including launching of precast girders by launching truss upto 40m span - height upto 5m-including all machineries and formwork, etc.,

14.1F.1.3 Furnishing and placing reinforced cement concrete in cum 8799.96 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in - situ box girder, segmental construction and balanced cantilever - height upto 5m-including all machineries and formwork, etc.,

14.1F.2.1 Furnishing and placing reinforced cement concrete in cum 7829.38 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant, transit mixer and concrete pump -for solid slab superstructure - height above 5m and upto 10m- including all machineries and formwork, etc.,

14.1F.2.2 Furnishing and placing reinforced cement concrete in cum 8152.91 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant,transit mixer and concrete pump -for I - beam and slab including launching of precast girders by launching truss upto 40m span - height above 5m and upto 10m-including all machineries and formwork, etc.,

14.1F.2.3 Furnishing and placing reinforced cement concrete in cum 9447.02 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in - situ box girder, segmental construction and balanced cantilever - height above 5m and upto 10m-including all machineries and formwork, etc.,

14.1F.3.1 Furnishing and placing reinforced cement concrete in cum 8072.76 superstructure as per drawing and technical specifications -

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14 . Superstructure Code No. Description Unit Rate Rs. PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant, transit mixer and concrete pump -for solid slab superstructure - height above 10m-including all machineries and formwork, etc.,

14.1F.3.2 Furnishing and placing reinforced cement concrete in cum 8476.43 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant, transit mixer and concrete pump -for I - beam and slab including launching of precast girders by launching truss upto 40m span - height above 10m-including all machineries and formwork, etc.,

14.1F.3.3 Furnishing and placing reinforced cement concrete in cum 10094.07 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant,transit mixer and concrete pump -for cast - in - situ box girder, segmental construction and balanced cantilever - height above 10m-including all machineries and formwork, etc.,

14.1G.1.1 Furnishing and placing reinforced cement concrete in cum 9021.03 superstructure as per drawing and technical specifications - PSC grade M50 with a minimum cement content 490 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in - situ box girder, segmental construction and balanced cantilever - height upto 5m-including all machineries and formwork, etc.,

14.1G.2.1 Furnishing and placing reinforced cement concrete in cum 9689.25 superstructure as per drawing and technical specifications - PSC grade M50 with a minimum cement content 490 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in - situ box girder, segmental construction and balanced cantilever - height above 5m to 10m-including all machineries and formwork, etc.,

14.1G.3.1 Furnishing and placing reinforced cement concrete in cum 10357.48 superstructure as per drawing and technical specifications - PSC grade M50 with a minimum cement content 490 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in - situ box girder, segmental construction and balanced cantilever - height above 10m-including all machineries and formwork, etc.,

14.1H.1.1 Furnishing and placing reinforced cement concrete in cum 9468.74 superstructure as per drawing and technical specifications - PSC grade M55 with a minimum cement content 529 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in - situ box girder, segmental construction and balanced cantilever - height upto 5 m-including all machineries and formwork, etc.,

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14 . Superstructure Code No. Description Unit Rate Rs. 14.1H.2.1 Furnishing and placing reinforced cement concrete in cum 10142.75 superstructure as per drawing and technical specifications - PSC grade M55 with a minimum cement content 529 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in - situ box girder, segmental construction and balanced cantilever - height above 5m to 10m- including all machineries and formwork, etc.,

14.1H.3.1 Furnishing and placing reinforced cement concrete in cum 10871.51 superstructure as per drawing and technical specifications - PSC grade M55 with a minimum cement content 529 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in - situ box girder, segmental construction and balanced cantilever - height above 10m-including all machineries and formwork, etc.,

14.2 Supplying, fitting and placing Thermo Mechanical Treated tonne 62976.82 bars (TISCON / VIZAG / IISCO / SAIL) reinforcement in superstructure complete as per drawing and technical specifications-including labour for cutting,bending,tying and placing in position.

14.2A Supplying, fitting and placing Thermo Mechanical Treated tonne 56878.95 bars (ISI brand approved make) reinforcement in superstructure complete as per drawing and technical specifications-including labour for cutting,bending,tying and placing in position.

14.2A.1 Furnishing and placing reinforced cement concrete in cum 6299.19 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using batching plant, transit mixer and concrete pump-for solid slab superstructure -for height upto 5m- including all mahineries and formwork,etc.,

14.2A.1.1 Furnishing and placing reinforced cement concrete in cum 6561.65 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using batching plant, transit mixer and concrete pump-for T-beam & slab superstructure -for height upto 5m-including all machineries and formwork.

14.2A.2 Furnishing and placing reinforced cement concrete in cum 6561.65 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using batching plant , transit mixer and concrete pump-for solid slab superstructure -for height above 5m and upto 10m- including all machineries and formwork,etc.,

14.2A.2.1 Furnishing and placing reinforced cement concrete in cum 6824.12 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341 kg / cum - Using batching plant, transit mixer and concrete pump- for T-beam & slab superstructure -for height above 5m and upto 10m-including all machineries and formwork, etc.,

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14.2A.3 Furnishing and placing reinforced cement concrete in cum 6824.12 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using batching plant, transit mixer and concrete pump -for solid slab superstructure -for height above 10m

14.2A.3.1 Furnishing and placing reinforced cement concrete in cum 7086.59 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using batching plant , transit mixer and concrete pump-for T-beam & slab superstructure -for height above 10m- including all machineries and formwork etc.,

14.2B.1 Furnishing and placing reinforced cement concrete in cum 6862.47 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 400 kg / cum - Using batching plant,transit mixer an concrete pump - for solid slab superstructure - height upto 5m- including all machineries and formwork, etc.,

14.2B.1.1 Furnishing and placing reinforced cement concrete in cum 7148.41 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 400 kg / cum - Using batching plant, transit mixer and concrete pump -for T-beam & slab superstructure - height upto 5m- including all machineries and formwork,etc.,

14.2B.2 Furnishing and placing reinforced cement concrete in cum 7148.41 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 400 kg / cum - Using batching plant, transit mixer and concrete pump- for solid slab superstructure - height above 5m and upto 10m- including all machineries and formwork, etc.,

14.2B.2.1 Furnishing and placing reinforced cement concrete in cum 7434.34 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 400 kg / cum - Using batching plant, transit mixer and concrete pump -for T-beam & slab superstructure - height above 5m and upto 10m-including all machineries and formwork,etc.,

14.2B.3 Furnishing and placing reinforced cement concrete in cum 7434.34 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 400 kg / cum - Using batching plant, transit mixer and concrete pump -for solid slab superstructure - height above 10m- including all machineries and formwork,etc.,

14.2B.3.1 Furnishing and placing reinforced cement concrete in cum 7475.28 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 400 kg / cum - Using batching plant, transit mixer and concrete pump -for T-beam & slab superstructure - height above 10m -

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14 . Superstructure Code No. Description Unit Rate Rs. including all machineries and formwork, etc.,

14.2C.1 Furnishing and placing reinforced cement concrete in cum 6936.42 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using batching plant, transit mixer and concrete pump -for solid slab superstructure - height upto 5m- including all machineries and formwork, etc.,

14.2C.1.1 Furnishing and placing reinforced cement concrete in cum 7225.44 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using batching plant -for T-beam & slab superstructure - height upto 5m

14.2C.2 Furnishing and placing reinforced cement concrete in cum 7225.44 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using batching plant,transit mixer and concrete pump -for solid slab superstructure - height above 5m to 10m- including all machineries and formwork, etc.,

14.2C.2.1 Furnishing and placing reinforced cement concrete in cum 7514.45 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using batching plant, transit mixer and concrete pump -for T-beam & slab superstructure - height above 5m and upto 10m-including all machineries and formwork,etc.,

14.2C.3 Furnishing and placing reinforced cement concrete in cum 7514.45 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using batching plant, transit mixer and concrete pump -for solid slab superstructure - height above 10m-including all machineries and formwork, etc.,

14.2C.3.1 Furnishing and placing reinforced cement concrete in cum 7803.47 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using batching plant, transit mixer and concrete pump -for T-beam & slab superstructure - height above 10m- including all machineries and formwork, etc.,

14.2D.1.1 Furnishing and placing reinforced cement concrete in cum 6960.42 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant, transit mixer and concrete pump - for solid slab superstructure - height upto 5m-including all machineries and formwork,etc.,

14.2D.1.2 Furnishing and placing reinforced cement concrete in cum 7255.36 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant, transit mixer

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14 . Superstructure Code No. Description Unit Rate Rs. and concrete pump -for T-beam & slab superstructure - height upto 5m-including all machineries and formwork,etc.,

14.2D.1.3 Furnishing and placing reinforced cement concrete in cum 8140.16 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant, transit mixer and concrete pump -for box girder and balanced cantilever- height upto 5m-including all machineries and formwork,etc.,

14.2D.2.1 Furnishing and placing reinforced cement concrete in cum 7255.36 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant, transit mixer and concrete pump - for solid slab superstructure - height above 5m to 10m-including all machineries and

14.2D.2.2 Furnishing and placing reinforced cement concrete in cum 7550.29 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant,transit mixer and concrete pump -for T-beam & slab superstructure - height above 5m and upto 10m-including all machineries and formwork,etc.,

14.2D.2.3 Furnishing and placing reinforced cement concrete in cum 8730.02 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant, transit mixer and concrete pump -for box girder and balanced cantilever- height above 5m and upto 10m-including all machineries and formwork,etc.,

14.2D.3.1 Furnishing and placing reinforced cement concrete in cum 7550.29 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant, transit mixer and concrete pump, etc., - for solid slab superstructure - height above 10m-including all machineries and formwork,etc.,

14.2D.3.2 Furnishing and placing reinforced cement concrete in cum 7845.22 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant, transit mixer and concrete pump -for T-beam & slab superstructure - height above 10m- including all machineries and formwork,etc.,

14.2D.3.3 Furnishing and placing reinforced cement concrete in cum 9319.89 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant, transit mixer and concrete pump -for box girder and balanced cantilever- height above 10m-including all machineries and

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14 . Superstructure Code No. Description Unit Rate Rs. 14.2E.1.1 Furnishing and placing reinforced cement concrete in cum 7285.56 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant, transit mixer and concrete pump -for solid slab superstructure- height upto 5m-including all machineries and formwork,etc.,

14.2E.1.2 Furnishing and placing reinforced cement concrete in cum 7594.27 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant, transit mixer and concrete pump -for I - beam and slab superstructure including launching of precast girders by launching truss upto 40m span- height upto 5m-including all machineries and formwork,etc.,

14.2E.1.3 Furnishing and placing reinforced cement concrete in cum 8520.40 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in-situ box girder, segmental construction and balanced cantilever - height upto 5m- including all machineries and formwork, etc.,

14.2E.2.1 Furnishing and placing reinforced cement concrete in cum 7371.20 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant,transit mixer and concrete pump -for solid slab superstructure- height above 5m and upto 10m- including all machineries and formwork, etc.,

14.2E.2.2 Furnishing and placing reinforced cement concrete in cum 7902.98 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant, transit mixer and concrete pump -for I - beam and slab superstructure including launching of precast girders by launching truss upto 40m span- height above 5m and upto 10m- including all machineries and formwork,etc.,

14.2E.2.3 Furnishing and placing reinforced cement concrete in cum 9137.82 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in-situ box girder, segmental construction and balanced cantilever - height above 5m and upto 10m-including all machineries and formwork,etc.,

14.2E.3.1 Furnishing and placing reinforced cement concrete in cum 7902.98 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant -for solid slab superstructure- height above 10m

14.2E.3.2 Furnishing and placing reinforced cement concrete in cum 8211.69 superstructure as per drawing and technical specifications -

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14 . Superstructure Code No. Description Unit Rate Rs. PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant, transit mixer and concrete pump -for I - beam and slab superstructure including launching of precast girders by launching truss upto 40m span- height above 10m- including all machineries and formwork,etc.,

14.2E.3.3 Furnishing and placing reinforced cement concrete in cum 9755.24 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in-situ box girder, segmental construction and balanced cantilever - height above 10m- including all machineries and formwork,etc.,

14.4 Providing and laying cement concrete wearing coat M30 grade cum 10754.43 with a minimum cement content 405 kg / cum including reinforcement complete as per drawing and technical specification

14.6 Construction of precast RCC railing of M30 grade with a Rmt 1646.32 minimum cement content 407 kg / cum , aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical RCC post not to exceed I in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications

14.7 Construction of RCC railing of M30 grade with a minimum Rmt 1843.88 cement content 407 kg / cum cast- in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications

14.9 Drainage spouts complete as per drawing and Technical each 1288.95 Specifications. (Including 5 percent cost of material and labour for electrodes,cutting gas , sealant, anticorrosive bituminous paint, mild steel grating etc.)

14.10 PCC M15 with a minimum cement content 275 kg / cum cum 4998.87 grade levelling course below approch slab complete as per drawing and technical specifications

14.11A Reinforced cement concrete M30 grade with a minimum cum 9552.00 cement content 407 kg / cum approach slab including reinforcement and formwork complete as per drawing and technical specifications - Using concrete mixer

14.11B Reinforced cement concrete M30 grade with a minimum cum 9096.64 cement content 407 kg / cum approach slab including reinforcement and formwork complete as per drawing and technical specifications - Using batching plant, transit mixer and concrete pump.

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14.16 Providing and applying 2 coats of water based cement paint to sqm 198.88 unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.

14.18.1 Providing and fixing 2mm thick corrugated copper plate in Rmt 1323.53 expansion joint complete as per drawing and technical specifications

14.18.2 Providing and fixing 20mm thick compressible fibre board in Rmt 77.83 expansion joint complete as per drawing and technical specifications

14.18.3 Providing and fixing in position 20mm thick premoulded joint Rmt 18.55 filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and technical specifications

14.18.4 Providing and filling joint sealing compound as per drawings Rmt 19.81 and technical specification with coarse sand and 6 percent bitumen by weight

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15 . River Training and Protection Works Code No. Description Unit Rate Rs.

15.1 Providing and laying boulders apron on river bed for cum 1571.22 protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and technical specifications- Boulder laid dry without wire crates.

15.2 Providing and laying of boulder apron laid in wire crates made cum 2743.36 with 4 mm dia GI wire conforming to IS:280 & IS 4826 in 100 mm x 100 mm mesh (weaved diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 40 kg each-Boulder apron laid in wire

15.3 Providing and laying of apron with cement concrete blocks of cum 5270.48 size 0.5x0.5x0.5 m cast-in-situ and made with nominal mix of M15 grade cement concrete with a minimum cement content of 250kg/cum as per IRC:21-2000 (add 2 percent of cost to account for excavation for preparation of bed,nominal surface reinforcement and filling of granular material in recesses between blocks)

15.4A Providing and laying pitching on slopes laid over prepared cum 1571.22 filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications - stone

15.4B Providing and laying pitching on slopes laid over prepared cum 5270.48 filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications - Cement concrete blocks of size 0.3 x 0.3 x 0.3 m cast in cement concrete of grade M15 (add 2 percent of cost to account for excavation for preparation of bed,nominal surface reinforcement and filling of granular material in recesses between blocks)

15.5 Providing and laying filter material underneath pitching in cum 2561.11 slopes complete as per drawing and technical specifications

15.9 Construction of dry rubble flooring at cross drainage works for cum 1897.52 relatively less important works ( including triming and preparation of base)

15.10A Curtain wall complete as per drawing and technical cum 4264.85 specifications - Stone masonry in cement mortar 1:3

15.10B Curtain wall complete as per drawing and technical cum 5167.14 specifications - cement concrete grade M15

15.11 Flexible apron: Construction of flexible apron 1m thick cum 1616.71 comprising of loose stone boulders weighing not less than 40kg beyond curtain wall (including trimming and preparation of bed)

15.12 Providing and construction of a gabian structure for retaining cum 2930.02 earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5m compartments by cross netting, made

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15 . River Training and Protection Works Code No. Description Unit Rate Rs. from 4mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS :280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100x100mm, filled with boulders with least dimension of 200mm, all loose ends to be tied with 4mm galvanised steel wire

15.13 Providing and construction gabian structures for erosion cum 4896.01 control, river training works and protection works with wire crates of size 2m x 1mx 0.3m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100mm x 100mm, filled with boulders with least dimension of 200mm , all loose ends to be securely tied with 4mm galvanised steel wire.

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16 . Repair and Rehabilitation Code No. Description Unit Rate Rs.

16.1 Removal of existing cement concrete wearing coat including sqm 81.86 its disposal complete as per technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m

16.2 Removal of existing asphaltic wearing coat comprising of 50 sqm 61.44 mm thick asphaltic concrete laid over 12mm thick mastic asphalt including disposal with all lift and lead upto 1000m

16.5A Sealing of cracks / porous concrete by injection process kg 100.41 through nipples/ grouting complete as per technical specifications- Cement grout

16.5B Sealing of cracks / porous concrete by injection process kg 128.18 through nipples / grouting complete as per technical specifications - cement mortar (1:1) grouting

16.7 Sealing of crack / porous concrete with epoxy grout by sqm 60.09 injection through nipples complete as per clause 2803.1.

16.9 Removal of defective concrete , cleaning the surface sqm 291.49 thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1, sand and coarse aggregates conforming to IS: 383 and Table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg / cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6.

16.11 Epoxy bonding of new concrete to old concrete sqm 514.28 16.17 Replacement of expansion joints complete as per drawings Rmt 2398.38 16.18 Replacement of damaged concrete railing Rmt 173.64 16.19 Replacement of crash barrier Rmt 325.51 16.20 Replacement of damaged mild steel railing Rmt 143.27 16.21 Repair of concrete crash barrier with cement concrete of Rmt 216.53 M30 grade by cutting and trimming the damaged portion to a regular shape, cleaning the area to be repaired thorougly, applying cement concrete after erection of proper formwork

16.22 Repair of RCC railing (Carrying out repair of RCC railing to Rmt 148.42 bring it to the original shape)

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Documents

GOVERNMENT OF PUDUCHERRY PUBLIC WORKS DEPARTMENT 09-10 Karaikal.pdf · FOREWORD The PSR for Puducherry PWD was first published during the year 1998-99, later in 2003-04, 2006-07,