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VOLUME - III

BILL OF QUANTITY (PRICE BID)

FOR

CONSTRUCTION OF SCHOOL OF PHYSCIAL SCIENCES AT TANHRIL, AIZAWLFOR

MIZORAM UNIVERSITY

ENGINEERING PROJECTS (INDIA) LIMITED(A GOVT. OF INDIA ENTERPRISE)

7, Inst itu tional Area, Core-3, Scope Complex,Lodhi Road, New Delhi-110003

TEL NO: 011-24361666 FAX NO. 033-22824428, 24363426

(A Govt. of India Enterprise)

AN ISO 9001 & ISO 14001 COMPANY

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Total Amount( Rs.)

1 2 3 4 5= (3 x 4 ) 3 + 5

In figures In words In figures In words

1- CIVIL WORKS

1.1 As per DSR 2007

a) Excluding subhead steel items 37170522.69

b) Subhead steel items 22332047.90

1.2 Non DSR Items 12303702.00

2- SANITARY & PLUMBING WORKS

2.1 As per DSR 2007 2890340.85

2.2 Non DSR Items 1699032.06

3- ELECTRICAL WORKS

3.1 As per DSR 2007 3087759.00

3.2 Non DSR Items 8732894.00

4- FIRE FIGHTING & FIRE ALARM WORKS

4.1 As per DSR 2007 0.00

4.2 Non DSR Items 1091458.00

TENDER VALUE

Seal & Signature of Tenderer

TOTAL TENDER VALUE ( IN WORDS) : Rup ees

SCHOOL OF PHYSICAL SCIENCES AT A IZAWL, MIZORAM

PRICE SCHEDULE

SI. No. DESCRIPTIONESTIMATED COST

(Rs.)

TO BE QUOTED BY TENDERER

% (-) Below / (+) Above Amount ( -) Below / (+) Above Estimated Cost

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CIVIL WORKS

(Page No. 1 to 20)

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DSR Item Non Schedule Item

1 TOTAL OF SUB HEAD - 1 (EARTH WORK IN EXCAVATION) 1673818.95 20700.00

2 TOTAL OF SUB HEAD - 2 (CONCRETE WORKS) 859766.25 0.00

3 TOTAL OF SUB HEAD - 3 (R C C WORKS) 20190886.45 2208000.00

4 TOTAL OF SUB HEAD - 4 (BRICK WORKS) 192634.00 7481040.00

5 TOTAL OF SUB HEAD - 5 (WOOD WORKS) 778625.20 0.00

6 TOTAL OF SUB HEAD - 7 (FLOORING) 4415594.20 593929.00

7 TOTAL OF SUB HEAD - 8 (ROOFING) 1143768.00 0.00

8 TOTAL OF SUB HEAD - 9 (FINISHING) 2501738.85 0.00

9 TOTAL OF SUB HEAD - 10 (ALUMINIUM WORKS) 2378758.50 0.00

10 TOTAL OF SUB HEAD - 11 (MISCELLANEOUS WORKS) 1549016.20 1253105.00

11 TOTAL OF SUB HEAD - 12 (SITE DEVELOPMENT WORKS) 1485916.09 746928.00

SUB TOTAL 37170522.69 12303702.00

12 TOTAL OF SUB HEAD - 6 (STEEL WORKS, Reinft.steel, grills etc) 22332047.90 0.00

GRAND TOTAL 59502570.59 12303702.00

ABSTRACT OF COST - CIVIL WORKS

SL. No. DESCRIPTIONAMOUNT (Rs.)

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DSR NS DSR items NS items

EARTHWORK IN EXCAVATION2.6 1.1 Earthwork in excavation by mechanical means (hydraulic

excavator)/manual means over areas (exceeding 30cm in 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 :

2.6.1 All kinds of soil cum 9363 101.85 953621.55

2.8 1.2 Earth work in excavation by mechanical means (hydraulic

excavator)/manual means in foundation trenches or drains(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

2.8.1 1.2.1 All Kinds of soil cum 50 103.40 5170.00

2.26 1.3 Extra for additional lift of 1.5m or part thereof

2.26.1 1.3.1 All Kinds of soil cum 2967 18.90 56076.30

2.25 1.4 Filling available excavated earth (excluding rock) in trenches, plinth,

sides of foundations etc. in layers not exceeding 20cm in depth:

consolidating each deposited layer by ramming and watering, lead up to50 m and lift upto 1.5 m cum 7283 45.70 332833.10

2.34

2.34.1

1.5 Supplying chemical emulsion in sealed containers including delivery as

specified .

Chlorpyriphos/ Lindane emulsifiable concentrate of 20%. litre 1130 174.30 196959.00

DSR 1997

2.36

1.6 Diluting and injecting chemical emulsion (to be supplied free 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 specificatios(plinth area of the building at ground floor only shall be

measured for payment)

(a) Chlorpyriphos Emulsifiable concentrate 20% with 1% concentration.

sqm 1695 76.20 129159.00

NS 1.7 Supplying and filling, in plinth with locally available sand under floors

including, watering, ramming consolidating and dressing complete. cum 50 414.00 20700.00

TOTAL OF SUB-HEAD-1 1673818.95 20700.00

SCHOOL OF PHYSICAL SCIENCES AT AIZAWL, MIZORAM

BILL OF QUANTITY : CIVIL WORKS

DSR -2007/NS

Sl. No. Description of item Unit Qty Rate (Rs.) Amount (Rs.)

SUB-HEAD-1

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DSR -

2007/NSSl. No. Description of item Unit Qty

Rate (Rs.) Amount (Rs.)

CONCRETE WORKS

4.1 2.1 Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work upto plinth level.

4.1.3 a) 1:2:4 ( 1Cement : 2 coarse sand :4 graded stone aggregate 20 mm

nominal size) cum 10 3257.45 32574.50

4.1.8 b) 1:4:8 (1 Cement : 4 coarse sand :8 graded stone aggregate 40 mm

nominal size) cum 187 2449.00 457963.00

4.1.10 c) 1:5:10 (1 Cement : 5 coarse sand :10 graded stone aggregate 40 mm

nominal size) cum 165 2237.75 369228.75

TOTAL OF SUB-HEAD-2 859766.25 0.00

SUB-HEAD-2

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R.C.C WORKS

5.9 3.1 Centring and shuttering including strutting, propping etc. and removal ofform for:

5.9.1 a) Foundations, footings, bases of columns etc. for mass concrete. sqm 1568 119.25 186984.00

5.9.2 b) Walls(any thickness) including attached pilasters, buttresses, plinth and

string courses. sqm 4005 180.40 722502.00

5.9.3 c) Suspended floors, roofs,landings, balconies and access platform. sqm 5440 187.35 1019184.00

5.9.4 d) Shelves (Cast in situ) sqm 30 187.35 5620.50

5.9.5 e) Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 7240 162.65 1177586.00

5.9.6 f) Columns, Pillars, Piers, Abutments, Posts and Struts sqm 3535 238.40 842744.00

5.9.7 g) Stairs, (excluding landings) except spiral-staircases. sqm 282 204.00 57528.00

5.9.14 i) Extra for shuttering in circular work (20% of respective centring and

shuttering item )

20%

i.a) For Columns sqm 165 47.68 7867.20

5.9.15 j) Small lintels not exceeding 1.5m clear span, moulding as in cornices,

window sills,string courses, bands, copings, bed plates, anchor blocks

and the like sqm 240 119.25 28620.00

5.11 3.2 Extra for additional height in centering, shuttering where ever required

with adequate bracing, propping etc. including cost of de-shuttering and

decentering at all levels over a height of 3.5m, for every additional height

of 1 metre or part thereof (Plan area to be measured)

5.11.1 3.2.1 Suspended floors, roofs,landing,beams and balconies (Plan area to be

measured) sqm 3165 106.20 336123.00

5.30 3.3 Add or deduct for plaster drip course/groove in plastered surface or

moulding to R.C.C. projections. metre 520 11.95 6214.00

5.33 3.4 Providing and laying in position machine batched, machine mixed and

machine vibrated design mix cement concrete of specified grade for

reinforced cement concrete work including pumping of concrete to site of

laying but excluding the cost of centring, shuttering, finishing and

reinforcement. including Admixtures in recommended proportions. asper IS 9103 to accelerate, retard setting of concrete improve workability

without impairing strength and durability as per direction of Engineer-in-

Charge - M-25 grade reinforced cement concrete by using 410kg.of

cement per cumof concrete.All works upto floor V level.

cum 3800 4147.40 15760120.00

SUB-HEAD-3

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NS 3.5 Providing and filling in position thick polyurethane sealant in expansion

joints.3.5.1 70 x 17 mm metre 725 2785.00 2019125.00

3.5.2 15 x 6 mm metre 25 250.00 6250.00

NS 3.6 Providing and fixing Polyethylene joint filler board in expansion joints as

shown in drawing.

3.6.1 70 mm thick sqm 195 925.00 180375.00

3.6.2 15 mm thick sqm 10 225.00 2250.00

5.29

5.29.2

5.59.2.1

3.7 Providing and fixing sheet covering over expansion joints with iron

screws as per design to match the colour/shade of wall treatment :

Aluminium fluted strips 3.15mm thick

150mm wide metre 25 276.80 6920.0022.4

22.4.1

3.8 Providing and Placing in position suitable PVC water stops conforming

to IS : 12200 for construction/expansion joints between two RCC

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) metre 85 386.75 32873.75

TOTAL OF SUB HEAD-3 20190886.45 2208000.00

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BRICK WORK

NS 4.1 First class brick work in foundations and plinth in cement mortar 1:6 (1cement : 6 coarse sand) cum 1150 3937.00 4527550.00

NS 4.2 Extra for brick work in superstructure above plinth level up to floor V

level cum 1090 324.00 353160.00

NS 4.3 Half brick masonry (1st class) in cement mortar 1:4 (1 cement : 4 coarse

sand) in foundation and plinth sqm 4200 551.00 2314200.00

NS 4.4 Extra for half brick masonry in superstructure above plinth level up to

floor V level sqm 4030 71.00 286130.00

6.15 4.5 Extra for providing and placing in position 2 Nos. 6mm dia M.S. bars at

every third course of half brick masonry (with F.P.S. bricks) sqm 4030 47.80 192634.00

TOTAL OF SUB-HEAD-4 192634.00 7481040.00

SUB-HEAD-4

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WOOD WORK

9.1

9.1.1

5.1 Providing wood work in frames of doors, windows, clerestory windowsand other frames, wrought framed and fixed in position:

Second class teak wood. cum 5.30 52090.00 276077.00

9.53 5.2 Providing 40x5 mm flat iron hold fast 40cm long including 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 coarse

sand:6 graded stone aggregate 20mm nominal size)

each 504 61.50 30996.00

9.21 5.3 Providing and fixing ISI marked flush door shutters conforming to

IS:2202(Part I) non-decorative type, core of block board construction

with frame of 1st class hard wood and well matched commercial 3 plyveneering with vertical grains or cross bands and face veneers on both

faces of shutters

9.21.1 a) 35 mm thick including ISI marked Stainless Steel butt hinges with

necessary screws. sqm 320 929.95 297584.00

9.23 5.4 Extra for providing lipping with 2nd class teak wood battens 25mm

minimum depth on all edges of shutters (over all area of door shutter to

be measured) over above item. sqm 320 284.55 91056.00

9.97 5.5 Providing and fixing aluminium tower bolts ISI marked anodised (anodic

coating not less than grade AC 10 as per IS : 1868) transparent or dyedto required colour or shade with necessary screws etc. complete:

9.97.3 5.5.1 200 x 10 mm each 380 52.00 19760.00

9.97.5 5.5.2 100 x 10 mm each 485 32.15 15592.75

9.100 5.6 Providing and fixing aluminium handles ISI marked 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:

9.100.1 a) 125 mm each 112 48.80 5465.60

9.100.3 b) 75mm each 533 28.35 15110.559.101 5.7 Providing and fixing aluminium hanging floor door stopper ISI marked

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:

9.101.2 a) Twin rubber stopper each 134 53.90 7222.60

9.96

9.96.1

5.8 Providing and fixing aluminium sliding door bolts ISI marked anodised

(anodic coating not less than grade AC 10 as per IS: 1868) transparent

or dyed to required colour and shade with nuts and screws etc complete:

300 x16mm each 50 158.50 7925.00

SUB-HEAD-5

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9.76 5.9 Providing and fixing bright finished brass 100 mm mortice latch and lock

with 6 levers and a pair of Brass handles with necessary screws etc.

complete (Best make of approved quality) each 34 332.65 11310.10

9.67 5.10 Providing and fixing oxidised M.S. hasp and staple (safety type)

conforming to IS: 363 with necessary screws etc. complete.

9.67.2 5.10.1 115 mm each 48 10.95 525.60


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STEEL WORK

5.22 6.1 Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete.

5.22.6 a) Thermo-Mechanically Treated bars kg 495000 42.70 21136500.00

9.48 6.2 Providing and fixing M.S. grills of required pattern in frames of windows

etc. with M.S. Flats,square or round bars etc. all complete.

9.48.2 a) Fixed to openings / wooden frames with rawl plugs screws etc. kg 9200 64.40 592480.00

10.18 6.3 Providing and fixing circular/hexagonal cast iron or M.S. sheet box for

ceiling fan with clamp of internal dia 140 mm, 73 mm height, top lid of

1.5 mm M.S. sheet with its top surface hacked for proper bonding,top lid

shall be screwed into cast iron/M.S. sheet box by means of 3.3 mm dia

round headed screws,one lock at the corners. Clamps shall be made of12 mm dia M.S. bar bent to shape as per standard drawing .

each 187 81.20 15184.40

10.2 6.4 Structural steel work riveted,bolted or welded in built up sections,

trusses and framed work including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer all complete. kg 10350 46.35 479722.50

10.25 6.5 Steel work welded in builtup sections/ framed work including cutting,

hoisting, fixing in position and applying a priming coat of approved steel

primer using structural steel etc.as required

10.25.2 6.5.1 In gratings, frames, guard bar, ladders, railings, brackets, gates &similar works kg 1800 51.20 92160.00

10.5 6.6 Providing and fixing 1 mm thick M.S sheet door with frame of 40x40x6

mm angle iron and 3 mm M.S. gusset plates at the junctions and

corners, all necessary fittings complete, including applying a priming

coat of approved steel primer.

10.5.2 a) Using flats 30x6 mm for diagonal braces and central cross piece. sqm 10 1600.10 16001.00

TOTAL OF SUB-HEAD-6 22332047.90 0.00

SUB-HEAD-6

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FLOORING

11.26 7.3 Kota stone slab flooring over 20 mm (average) thick base laid over andjointed with grey cement slurry mixed with pigment to match the shade

of the slab including rubbing and polishing complete with base of 1:4 (1

cement : 4 coarse sand):

25 mm thick sqm 2820 694.40 1958208.00

11.27 7.4 Kota stone slabs 25mm thick in risers of steps, skirting, dado and pillars

laid on 12mm (average) thick cement moratr 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 complete.

sqm 517 676.75 349879.75

11.31 7.5 Extra for pre finished nosing in treads of steps of kota stone / sand stoneslab. metre 330 26.40 8712.00

11.32 7.6 Extra for kota stone/sand stone in treads of steps and risers using single

.length up to 1.05 metre. sqm 316 6.45 2038.20

11.36 7.7 Providing and fixing 1st quality Ceramic glazed wall tiles conforming to

IS : 15622 (thickness to be specified by the manufacturer) of approved

make in all colours,shades,design and prints except begundy, bottle

green, black of any size as approved by Engineer-in-Charge in skirting,

risers of steps and dados over 12 mm thick Cement Mortar 1:3 (1

Cement :3 Coarse sand) and jointing with grey cement slurry @ 3.3kgper sqm including pointing in white cement mixed with pigment of

matching shade etc. complete. sqm 2385 556.60 1327491.00

11.37 7.8 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness

to be specified by the manufacturer) of 1st quality conforming to IS :

15622 of approved make in colours such as White, Ivory, Grey, Fume

Red Brown laid on 20mm thick bed of Cement Mortar 1:4 (1 Cement : 4

Coarse sand) including pointing the joints with white cement and

matching pigments etc., complete. sqm 1285 598.65 769265.25

NS 7.9 Providing and layingVitrified floor tiles in different sizes (thickness to be

specified by the manufacturer) with water absorptions less than 1% andflexural strength not less than 30N/mm

2, in all colours and shades, laid

on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including

grouting the joints with white cement and matching pigments

etc.complete.

Size of Tile 60 x 60 cm sqm 391 1519.00 593929.00

TOTAL OF SUB-HEAD-7 4415594.20 593929.00

SUB-HEAD-7

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ROOFING AND WATER PROOFING

12.22 8.1 Making khurras 45x45cm with average minimum thickness of 5 cmcement 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 each 10 108.00 1080.00

22.7 8.2 Providing and laying integral cement based water proofing treatment

including preparation of surface as required for treatment of roofs,

balconies, terraces etc. consisting of following operations.

a) Applying and grouting a slurry coat of neat cement using 2.75 Kg /

sqm of cement admixed with water proofing compound conforming toIS:2645 and approved by Engineer -in -charge over the R.C.C. slab

including adjoining walls upto 300mm height including cleaning the

surface before treatment.

b) Laying brick bats with mortar using broken bricks/brick bats 25mm to

115mm size with 50% of cement mortar 1:5 ( 1 cement:5 Coarse sand )

admixed with water proofing compound conforming to IS:2645 and

approved by Engineer - in -charge over 20mm thick layer of cement

mortar of mix 1:5 ( 1 cement:5 Coarse sand ) admixed with water

proofing compound conforming to IS:2645and approved by Engineer - in-charge to required slope and treating similarly the adjoining walls upto

300mm height including rounding of junctions of walls and slabs.

c) After two days of proper curing applying a second coat of cement

slurry using 2.75 kg/sam. Of cement admixed with water proofing

compound conforming to IS:2645 and approved by Engineer - in -charge

d) Finishing the surface with 20mm thick jointless cement mortar of mix

1:4 (1 cement:4 coarse sand) admixed with water proofing compound

conforming to IS:2645 and approved by Engineer - in -charge includinglaying glass fibre cloth of approved quality in top layer of plaster and

finally finishing the surface with trowel with neat cement slurry and

making pattern of 300x300mm square 3mm deep.

e) The whole terrace so finished shall be flooded with water for a

minimum period of two weeks for curing and for final test. All above

operations to be done in order and as directed and specified by the

Engineer -in-charge.

With average thickness of 120mm and minimum thickness at khurra as

65mm. sqm 615 536.40 329886.00

SUB-HEAD-8

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22.5 8.3 Providing and laying water proofing treatment in sunken portion of WCs,

bathroom etc., by applying cement slury mixed withwater proofing

compoundconsisting of applying :a)First layer of slurry of cement @

0.488 kg/sqm mixed with water proofing cement compound @ 0.253

kg/sqm. This layer will be allowed to air cure for 4 hours.b)Second layer

of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement

compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4

hours followed with water curing for 48 hours.This rate includes

preparation of surface, treatment and sealing of all joints, corners,

junctions of pipes and masonary with ploymer mixed slurry.

sqm 325 143.85 46751.25

12.50 8.4 Supply & installation of precoated galvanised iron profile sheets(size,shape and pitch of configuration as approved by Engineer-in-

Charge)0.50mm+/- 5% total coated thickness (TCT) thick Zinc coating

120gsm as per IS: 277 in 240mpa steel grade,5-7 microns epoxy primer

on both side of the sheet and polyester top coat 15 - 18 microns. Sheet

should have protective guard film of 25 microns minimum to avoid

scratches while transportation and should be supplied in single length

upto 12metre or as desired by Engineer-in-Charge. The sheet shall be

fixed using self drilling/self tapping screws of size (5.5 x55 mm) with

EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm

diameter with bitumen and G.I. limpet washers or with G.I.limpet

washers fil led with white lead complete upto any pitch in

horizontal/vertical or curved surfaces excluding the cost of purlins,

rafters and trusses and including cutting to size and shape wherever

required. sqm 1500 440.65 660975.00

12.51 8.5 Providing and fixing precoated galvanised steel sheet roofing

accessories 0.50mm+/- 5% total coated thickness (TCT) zinc coating

120gsm asper IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer

on both side of the sheet and polymer top coat 15-18 microns using self

drilling / self tapping screws or with polymer coated J or L hooks, boltsand nuts and or G.I. seam bolts and nuts, G.I.Plain and bitumen

washers complete:

12.51.2 Flashing/ Aprons (Upto 600mm ) metre 45 448.15 20166.75

12.51.6 Gutter (600mm over all girth) metre 155 547.80 84909.00


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FINISHING

13.2 9.1 15 mm cement plaster on the rough side of single or half brick wall ofmix :

13.2.2 1:6 (1 cement : 6 fine sand) sqm 3345 78.55 262749.75

13.4 9.2 12 mm cement plaster of mix:

13.4.2 a) 1:6 (1 cement : 6 coarse sand) sqm 6115 72.70 444560.50

13.16 9.3 6mm cement plaster to ceiling of mix

13.16.1 1:3 ( 1 cement :3 fine sand) sqm 3395 62.15 210999.25

13.3 9.4 20mm cement plaster of mix

13.3.1 1:4 (1 cement : 4 fine sand) sqm 6390 110.45 705775.50

13.21 9.5 Extra for providing and mixing water proofing material in cement plaster

work in proportion recommended by the manufacturers.

per bag

of 50kg.

Cement

used in

the mix.

15 28.85 432.75

13.37 9.6 White washing with lime to give an even shade:

13.37.1 a) New work (three or more coats) sqm 4160 6.75 28080.00

13.41 9.7 Distempring with oil bound washable distemper of approved brand and

manufacture to give an even shade:13.41.1 a) New work( two or more coats) over and including priming coat with

cement primer. sqm 7947 41.55 330197.85

13.47 9.8 Finishing walls with Premium Acrylic Smooth exterior paint with Silicon

additives of required shade

13.47.1 9.8.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm. over and

including base coat of water proofing cement paint applied @ 2.20 kg/10

sqm) sqm 6390 60.10 384039.00

13.62 9.9 Painting with synthetic enamel paint of approved brand and manufacture

of required colour to give an even shade:

13.62.1 a) Two or more coats on new work over an under coat of suitable shade

with ordinary paint of approved brand and manufacture. sqm 2185 51.30 112090.50

13.50 9.10 Applying a priming coat:

13.50.1 a) With ready mixed pink or grey primer of approved brand and

manufacture on wood work (hard and soft wood) sqm 765 16.55 12660.75

13.50.4 b) With ready mixed red oxiide zinc chromate primer of approved brand

and manufacture on steel work (second coat) sqm 1420 7.15 10153.00


SUB-HEAD-9

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ALUMINIUM WORK

21.1 10.1 Providing and fixing anodised aluminium work for doors, windows,ventilators, and partitions with extruded built up standard tubular

sections / appropriate Z sections and other sections of approved make

conforming to IS:733 and IS: 1285, fixed with rawl plugs and screws or

with fixing clips, or with expansion hold fasteners including necessary

filling up of gaps at junction 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/paneling, C.P

brass/stainless steel screws all complete as per architectural drawing

and direction of Engineer in charge (Glazing and Paneling to be paidfor separately).

21.1.1 a) For Fixed Portion

21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade

acording to is 1868 , minium anodic coating of grade AC 15) kg 1805 290.45 524262.25

21.1.2 b) For shutters of door, 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.)

21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shadeacording to is 1868 , minium anodic coating of grade AC 15) kg 3565 310.45 1106754.25

21.3 10.2 Providing and fixing glazing aluminium door, window, ventilator shutters

and partition 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).

21.3.1 a) With float glass panes 4.00 mm thickness sqm 145.00 554.95 80467.75

21.3.2 b) With float glass panes 5.50mm mm thickness sqm 785 673.55 528736.75

DSR 2002

16.20

10.3 Providing and fixing factory made medium density particle board door

shutters flat pressed three layer prelaminated particle board exteriorgrade, IS:3087 marked ( Novapan,Ecoboard,Bhutan Board etc.) grade-I

and prelamination conforming to IS : 12823 Grade-I type II both side

decorative matt lamination of approved design, and edges sealed with

water resistant paint and lipped with aluminium U type edge beading

alround the shutter, including fixing with angle cleat, grip strip, cadmium

plated steel screws including fixing of aluminium hinges 100X63X4mm

etc. complete as per the architectural drawing and direction of Engineer-

in -charge (cost of U beading and hinges will be paid for separately) :

25mm thick sqm 75 1684.10 126307.50

SUB-HEAD-10

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DSR 2002

16.21

10.4 Providing and fixing aluminium U beading of required size to

prelaminated / flush door shutter including fixing etc. complete as per

direction of Engineer-in- charge. kg 40 305.75 12230.00

TOTAL OF SUB-HEAD-10 2378758.50 0.00

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MISCELLANEOUS WORKS8.10 11.1 Providing and fixing stone slab table rubbed edges rounded and polished

of size 75x50 cm deep and 1.8 cm thick fixed urinal partion by cutting

and chase of appropriate width with chase cutter and embedding the

stone in the chase with epoxy grout ir with cement concrete 1:2:4 1

cement :2 coarse sand : 4 graded stone aggregate 6 mm nominal size)

as per direction of Engineer -in charge and finished and smooth.

8.10.2 a) Granite Stone of approved shade sqm 13.5 2595.00 35032.50

NS 11.2 Supplying and fixing STAINLESS STEEL 'Logo' of size 1.5m x 1.2m

(approx) and of approved design, fix to wall with aluminium frame and

proper fixing system as directed by the Engineer-in-charge all complete.LS 1 243000.00 243000.00

4.17 11.3 Making plinth protection with 50mm thick cement

concrete 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. sq.m 300 222.65 66795.00

NS 11.4 Providing and fixing Polycarbonate sheet vault with fixing system

specified by manufacturer and EPDM Gasket with MS Hollow Section

with necessary anchoring accessories. (Dia:6m,Ht.:3m): with 3mm thick

Compact Clear/Bronze (PT-1003/2003) Polycarbonate sheet and MS

supporting structure including primer and enamel painting etc. complete

and approved by Engineer-in-Charge.( The work shall be carried out by

approved and specialised agency)

sqm 80 11677.00 934160.00

NS 11.5 Providing and fixing fire hose cabinet door 1200x1500 mm with

40x75x14 gauge pressed steel door frame with 25x5x100 mm M.S.

holdfast fixed in concrete block in masonry, including shutters of

40x75x14 gauge pressed steel stiles including 4 mm thick clear glass

fixed with 12x12 mm M.S. beading, fixing 75x40 mm brass hinges,Welding a 40x6mm M.S. flat on the right shutter, including 2 coats of

approved steel primer and synthetic enamel paint of approved quality

and shade, complete as per drawing. No 15 5063.00 75945.00

SUB-HEAD-11

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8.2 11.6 Providing and fixing 18mm thick gang saw cut mirror

polished(premoulded and prepolished) machine cut for kitchen

platforms,vanity counters facias and similar locations of size ofapproved 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 moulding and polishing to the edge to give high gloss

finish etc. complete at all levels complete at all levels (Area of slab 1.0

sqm but upto 2.0 sqm)

8.2.2 Granite of any colour and shade

8.2.2.2 Area of slab over 0.50 sqm. sqm 38 2543.65 96658.70

DSR 200212.84

11.7 Providing and fixing 15mm thick USG - Radar Mineral Fibre FalseCeiling Tiles or equivalent of size 600x600 mm in true horizontal levels

suspended on inter locking metal grid of hot dipped galvanied steel

sections (galvanized @ 170 gsm/sqm) consisting of main "T" runner

suitably spaced at joints to get required length and of size 24x38mm

made from 0.30mm thick (minimum) sheet, 1200mm long spaced

between main "T" at 600mm center to center to form a grid of

1200x600mm and secondary cross "T" of length 600mm and size

24x25mm made of 0.30mm thick (minium) sheet to be interlocked at

middle of the 1200x600mm panel to form grids of 600x600mm and

laying 15mm thick mineral fibre false eiling tiles of approved texture inthe grid including, wherever, required, cutting/making, opening for

services like diffusers, grills, light fittings, fixtures, smoke detectors etc.

Main "T" runners to be suspended from ceiling using GI slotted cleats

fixed to ceiling with 6mm dia and 50mm long dash fasteners, 4mm GI

adjustable rods with galvanised level clips spaced at 1200m center to

exposed width of 24mm of all T-sections shall be pre-painted with

polyester paint, all complete at all heights as per specifications drawings

and as directed by Engineer-in-Charge. sqm 1450 931.40 1350530

Note: i) Only Mineral Fibre Ceiling area will be measured for the purpose ofpayment

ii) The Mineral Fibre Ceiling shall either be precast (moulded) or wetted

product and shall have NRC value of 0.5(minimum) CAC 35-39, light

reflection 84% (minimum), fire rating class A as per ASTM E-84,

suitable for 95% relatie humidity and also having Thermal Reswistancce

"(R)"=0.33M sq. deg. C/W

iii) The job to be carried out by reputed company like Lioyds insulations

( India) Ltd., or equivalent having sufficient wok experience.

TOTAL OF SUB-HEAD-11 1549016.20 1253105.00

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SITE DEVELOPMENT WORKS

2.6 12.1 Earthwork in excavation by mechanical means (hydraulic

excavator)/manual means over areas (exceeding 30cm in 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 :

2.6.1 12.1.1 All kinds of soil cum 1168 101.85 118960.80


sides of foundations etc. in layer not exceeding 20cm in depth,

consolidating each deposited layer by ramming and watering, lead up to

50 m and lift upto 1.5 m cum 1332 45.70 60872.40

16.1 12.3 Preparation and consolidation of subgrade with power road roller of 8 to12 tonne capacity after excavating earth to an average of 22.5cm depth,

dressing to camber and consollidating with road roller including making

good the undulations etc. and re-rolling the subgrade and disposal of

surplus earth lead upto 50 metres sqm 811 33.90 27492.90

16.3 12.4 Supplying and stacking at site.

16.3.5 12.4.1 Over burnt (jhama) brick aggregate 90 mm to 45 mm cum 125 438.85 54856.25

16.5 12.5 Laying water bound macadam sub-base with brick aggregate and

blinding material, earth etc. including screening, sorting and spreading

to template and consolidation with light power road-roller etc. complete

(payment for brick aggregate and moorum etc. to be made separately)

16.5.1 12.5.1 Over burnt (Jhama) brick aggregate 90mm to 45mm cum 125 136.20 17025.00

4.6 12.6 Providing and fixing at or near ground level precast cement concrete in

kerbs, edgings etc. as per approved pattern and setting in position with

cement mortar 1:3 (1 cement :3 coarse sand) including the cost of

required centring, shuttering and finishing smooth with 6 mm thick

cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces

complete.

4.6.1 12.6.1 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) cum 10 4115.15 41151.50

23.2 12.7 Supplying and stacking of good earth at site including royalty and

carriage upto 1 km (earth measured in stacks will be reduced by 20% for

payment). cum 55 16.95 932.25

1.1 12.8 Carriage of material by mechanical transport including loading,

unloading and stacking upto 5 Km

1.1.2 12.8.1 Earth cum 5330 76.48 407638.40

1.1.3 12.8.2 Manure cum 4 66.51 266.04

SUB-HEAD-12

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NS 12.9 Filling areas with good earth in layer not exceeding 20cm in depth,

consolidating each deposited layer by ramming and watering to at least

95% of MDD(Proctor Density). cum 4445 160.00 711200.004.1 12.10 Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work upto plinth level.

4.1.8 12.10.1 1:4:8 (1 Cement : 4 coarse sand :8 graded stone aggregate 40 mm

nominal size) cum 85 2449.00 208165.00

4.1.6 12.10.2 1:3:6 (1 Cement:3 coarse sand:6 graded stone aggregate 20 mm

nominal size) cum 21 2713.05 56974.05

NS 12.11 First class brick work in foundations and plinth in cement mortar 1:6 (1

cement : 6 coarse sand) cum 5 3937.00 19685.0013.3.1 12.12 20mm thick cement plaster of mix

1:2 (1cement: 4 fine sand) sqm 1000 110.45 110450.00

13.44 12.13 Finishing walls with waterproof cement paint of required shade

13.44.1 12.14 New work (Two or more coats applied @3.84 kg/10sqm) sqm 1000 30.80 30800.00

23.3 12.15 Supplying and stacking sludge at site including royalty and carriage upto

1 km (sludge measured in stacks will be reduced by 8% for payment).

cum 38 136.85 5200.30

23.10

23.10.3

12.16 Grassing with DOOB grass, including watering and maintenance of the

lawn for 30 days or more till the grass forms a thick lawn free from

weeds and fit for mowing including supplying good earth if needed ( thegood earth will be paid separately),

In rows 5cm apart in either direction 100sqm 80 384.85 30788.00

16.42 12.17 Cement concrete 1:2:4(1 cement:2 coarse sand :4 graded stone

aggregate 40 mm nominal size) in pavement, laid to requried slope and

camber in panels as required including consolidation finishing and

tamping complete. cum 85 3638.55 309276.75

NS 12.18 Supplying and filling, in plinth with locally available sand under floors

including, watering, ramming consolidating and dressing complete. cum 20 307.15 6143.00

23.14 12.19 Digging holes in ordinary soil and refilling the same with the excavatedearth, mixed with manure or sludge in the ratio of 2:1by volume(2 parts

of stacked volume of earth after reduction by 20% : 1 part of stacked

volume of manure after reduction by 8%), flooding with water, dressing

including removal of rubbish and surplus earth, if any with all leads and

lifts (cost of manure, sludge or extra good earth if needed to be paid for

separately)

23.14.1 12.19.1 Hole 1.2m dia and 1.2m deep each 22 146.65 3226.30

23.14.2 12.19.2 Hole 60cm dia and 60cm deep each 11 19.25 211.75

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23.9 12.20 Mixing earth and sludge or manure in proportion specified or directed.

cum 138 7.85 1083.30

23.20 12.21 Filling mixture of earth and sludge or manure in the desired proportion intrenches, flooding with water and levelling (cost of supllying earth and

sludge or manure and mixing excluded) cum 138 3.95 545.10

NS 12.22 Supplying and planting best quality container grown healthy trees of

1.5m height of species as specified including 1 tears maintenance. All

trees to be approved before planting . No 33 300.00 9900.00

TOTAL OF SUB-HEAD-12 1485916.09 746928.00

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SANITARY & PLUMBING WORKS

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1 TOTAL OF SUB HEAD 1 - (SANITARY INSTALLATIONS) 1310202.70 488527.94

2 TOTAL OF SUB HEAD 2 - (WATER SUPPLY) 665421.60 98937.00

3 TOTAL OF SUB HEAD 3 - (DRAINAGE) 350477.25 281728.62

4 TOTAL OF SUB HEAD 4 -(STORM WATER DRAINAGE) 472,133.90 86,640.50

5 TOTAL OF SUB HEAD 5 - (RAIN WATER PIPES AND FITTINGS) 92105.40 0.00

6 TOTAL OF SUB HEAD 6 - (PUMPING SYSTEM) 0.00 163219.00

7 TOTAL OF SUB HEAD 7 - (TUBE WELL AND TUBE WELL PUMPS) 0.00 579979.00

TOTAL 2890340.85 1699032.06

GRAND TOTAL 4589372.91

ABSTRACT OF COST - PLUMBING WORKS


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SANITARY INSTALLATIONS17.1 1.1 Providing and fixing water closet squatting pan (Indian type W.C.pan)

with 100mm sand cast iron P or S trap, 10 ltr. Low level white P.V.C.

flushing cistern with manually controlled device (handle lever) confirming

to IS : 7231, with all fittings and fixtures complete including cutting and

making good the walls and floors wherever rquired:

17.1.1 1.1.1 White Vitreous china Orissa pattern WC pan of size 580x440mm, withintegral type foot rests. each 24 2304.65 55311.60

17.3 1.2 Providing and fixing white vitreous china pedestal type water closet

(European type) with seat and lid, 10 litre low level white vitreous china

flushing cistern & C.P flush bend, with fittings & C.I. 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.

17.3.1 1.2.1 W.C. pan with ISI marked white solid plastic seat and lid each 53 3282.95 173996.35

17.4 1.3 Providing and fixing white vitreous china flat back or wall corner type

lipped front urinal basin of 430 x 260 x 350mm and 340 x 410 x 265mm

sizes respectively with automatic flushing cistern with standard 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:

17.4.1 1.3.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern. each 2 2018.70 4037.40

17.4.3 1.3.2 Range of three urinal basins with 10 litre white P.V.C. automatic flushing

cistern. each 12 4491.60 53899.20

17.7 1.4 Providing and fixing wash basin with C.I. brackets, 15mm CP brasspillar taps, 32mm CP brass waste of standard pattern, including painting

of fittings and brackets, cutting and making good the walls wherver

required:

17.7.4 1.4.1 White Vitreous China Falt back wash basin size 550x400mm with single

15mm C.P. brass pillar tap each 58 1044.90 60604.20

17.10 1.5 Providing and fixing stainless steel A ISI 304 (18/8) kitchen sink as per

IS:13983 with C.I. Brackets and stainless steel plug 40mm including

painting of fittings and brackets, cutting and making good the walls

wherever required:

17.10.1 a) Kitchen sink with drain board

SCHOOL OF PHYSICAL SCIENCES AT AIZAWL, MIZORAM

BILL OF QUANTITY - PLUMBING WORKS

DSR -

2007/NS Sl. No. Description of item Unit Qty


SUB-HEAD-1

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17.10.1.3 1.5.1 510x1040mm bowl depth 200mm. Each 2 5225.15 10450.30

17.28 1.6 Providing and fixing P.V.C. waste pipe for sink or wash basin including

P.V.C. waste fittings complete17.28.1 a) Flexible pipe

17.28.2.2 1.6.1 40mm dia Each 83 49.10 4075.30

17.11 1.7 Providing and fixing white vitreous china laboratory sink with C.I.

Brackets, C.P. brass chain with rubber plug 40mm 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:

17.11.2 1.7.1 Size 600 x 450 x 200mm Each 25 2149.95 53748.75

17.31 1.8 Providing and fixing 600x450mm bevelled edge morror of superior galss(of approved quality) complete with 6mm thick hard board ground fixed

to wooden cleats with CP brass screws and washers complete.

Each 58 493.65 28631.70

17.34 1.9 Providing and fixing toilet paper holder:

17.34.1 a) CP brass Each 53 147.10 7796.30

N.S. 1.10 Providing and fixing C.P. robe hooks of an approved equivalent. Each 77 648.00 49896.00

18.49 1.11 Providing and fixing CP brass bib cock of approved quality conforming

to IS:8931.

18.49.1 1.11.1 15mm nominal bore each 77 207.00 15939.00

18.53 1.12 Providing and fixing C.P. brass angle valve for basin mixer and geyserpoints of approved quality conforming to IS:8931.

18.53.1 1.12.1 15mm nominal bore Each 173 347.65 60143.45

18.21 1.13 Providing and fixing uplasticised PVC connection pipe with brass unions.

18.21.2 a) 45 cm length

18.21.2.1 1.13.1 15mm nominal bore Each 173 44.75 7741.75

N.S. 1.14 Providing and fixing C.P. sink mixer with swinging spout of approved

equivalent. Each 2 2382.00 4764.00

N.S. 1.15 Providing & fixing C.P. sink cock with Elbow action of approvedequivalent. Each 25 625.00 15625.00

17.71 1.16 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm

high and 112 mm distance from wall of standard shape with bracket of

the same materials with snap fittings of approved quality and colour,

weighing not less than 105 gms. Each 58 164.65 9549.70

17.73 1.17 Providing and fixing PTMT towel rail complete with brackets fixed to

wooden cleats with CP brass screws with concealed fitting arrangement

of approved quality and colour.

17.73.2 1.17.1 600mm long towel rail with total length of 645 mm width, 78 mm and

effective height of 88 mm, weighingnot less than 190 gms. Each 33 329.50 10873.50

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18.58 1.18 Providing and fixing PTMT grating of approved quality and colour

18.58.1 a) Circular Type

18.58.1.1 1.18.1 100mm nominal dia Each 22 39.70 873.40N.S. 1.19 Providing and fixing automatic high pressure electric water heaters

(Recold or approved equivalent) with glass lining thermostats with each

element and high temperature cut off, necessary insulation, safety valve,

etc., all complete.

N.S. 1.19.1 15 Litres Each 2 5484.00 10968.00

N.S. 1.19.2 25 Litres Each 12 6057.00 72684.00

17.35 1.20 Providing and fixing soil, waste and vent pipes

17.35.1 a) 100mm diameter

17.35.1.2 1.20.1 Centrifugally cast (spun) iron socketed pipe as per IS:3989 Metre 684 730.40 499593.6017.35.2 b) 75mm diameter

17.35.2.2 1.20.2 Centrifugally cast (spun) iron socketed pipe as per IS:3989 Metre 106 629.85 66764.10

17.37 1.21 Providing and fixing M.S. holder-bat clamps of approved design to sand

cast iron/cast iron (spun) pipe embedded in and including cement

concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4

graded stone aggregate 20mm nominal size) including cost of cutting

holes and making good the walls, etc.

17.37.1 1.21.1 For 100mm dia pipe Each 380 65.35 24833.00

17.37.2 1.21.2 For 75mm dia pipe Each 16 63.00 1008.00

N.S. 1.22 Providing and fixing single unequal junction of required degree with

access door, insertion rubber washer 3mm thick, bolts and nuts

complete.

N.S. a) 100x100x75mm

N.S. 1.22.1 Centrifugally cast (spun) iron as per IS:3989 each 76 933.35 70934.71

N.S. 1.23 Providing and fixing plain bend of required degree:

a) 100mm

N.S. 1.23.1 Centrifugally cast (spun) iron as per IS:3989 Each 48 346.33 16623.65

b) 75mm

N.S. 1.23.2 Centrifugally cast (spun) iron as per IS:3989 Each 18 261.72 4711.00N.S. 1.24 Providing and fixing heel rest sanitary bend

N.S. a) 100mm dia


N.S. b) 75mm


N.S. 1.25 Providing and fixing single equal plain junction of required degree with


complete

N.S. a) 100 x 100 x 100mm


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N.S. 1.26 Providing and fixing double unequal junction of required degree with


complete:N.S. a) 100 x 100 x 75 x 75mm


N.S. 1.27 Providing and fixing terminal guard

N.S. a) 100mm


N.S. b) 75mm


17.58 1.28 Providing lead caulked joints to sand cast iron/centrifugally cast (spun)

iron pipes and fittings of diameter17.58.1 1.28.1 100mm Each 940 126.50 118910.00

17.58.2 1.28.2 75mm Each 280 107.80 30184.00

17.59 1.29 Providing and fixing M.S. stays and clamps for sand cast

iron/centrifugally cast (spun) iron pipe of diameter:

17.59.1 1.29.1 100mm Each 34 48.25 1640.50

17.59.2 1.29.2 75mm Each 2 41.55 83.10

N.S. 1.30 Providing and fixing door piece, insertion rubber washer 3mm thick,

bolts and nuts complete:

N.S. a) 100mm

N.S. 1.30.1 Centrifugally cast (spun) iron as per IS:3989 Each 34 434.81 14783.61N.S. b) 75mm


17.6 1.31 Providing and fixing trap of self cleansing design with screwed down or

hinged grating with or without vent arm complete, including cost of

cutting and making good the walls and floors:

N.S. a) 100mm inlet and 75mm outlet


N.S. b) 100mm inlet and 100mm outlet

N.S. 1.31.2 Centrifugally cast (spun) iron as per IS:3989 Each 18 797.40 14353.19N.S. 1.32 Providing and fixing collar

N.S. a) 100mm


N.S. b) 75mm


N.S. 1.33 Providing and laying cement concrete 1:2:4 mix (1 cement : 2 coarse

sand : 4 sand aggregate 20mm down grade) 75mm in bed alround C.I.

soil and waste pipe.

N.S. 1.33.1 100mm and 75mm dia under floor including shuttering and centering Metre 174 93.26 16227.24

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17.65 1.34 Painting sand cast iron/centrifugally cast (spun) iron soil, 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.17.65.1 1.34.1 100mm diameter pipe Metre 510 17.85 9103.50

17.65.2 1.34.2 75mm diameter pipe Metre 30 13.70 411.00

N.S. 1.35 Providing and fixing 100mm dia G.I. Inlet fitting of standard design and

as shown in drawing with two-three inlets, suitable for 32mm to 50mm

G.I. Pipes and 75mm to 100mm outlet. Each 74 603.00 44622.00

TOTAL OF SUB-HEAD-1 1310202.70 488527.94

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WATER SUPPLY18.10 2.1 Providing and fixing GI pipes complete with GI fittings and clamps,

including cutting and making good the walls etc.

Internal work - Exposed on Wall

18.10.1 2.1.1 15mm nominal bore Metre 10 105.85 1058.50






N.S. 2.1.7 65mm nominal bore Metre 40 500.00 20000.00

N.S. 2.1.8 80mm nominal bore Metre 30 750.00 22500.0018.11 2.2 Concealed pipe including painting with anti corrosive bitumastic paint,

cutting chases and making good the wall

18.11.1 2.2.1 15mm dia nominal bore Metre 380 144.75 55005.00

18.11.2 2.2.2 20mm dia nominal bore Metre 220 170.15 37433.00

N.S. 2.2.3 25mm dia nominal bore Metre 160 250.00 40000.00

N.S. 2.2.4 32mm dia nominal bore Metre 30 350.00 10500.00

18.16 2.3 Providing and fixing brass stop cock of approved quality



18.17 2.4 Providing and fixing gun metal gate valve with C.I. wheel of approved

quality (screwed end) :







18.18 2.5 Providing and fixing ball valve (brass) of approved quality, High or low

pressure, with plastic floats complete:18.18.3 2.5.1 25mm nominal bore each 6 385.90 2315.40

N.S. 2.5.2 40mm nominal bore each 2 1200.00 2400.00

18.38 2.6 Painting G.I. pipes and fittings with synthetic enamel white paint over a

ready mixed priming coat, both of approved quality for new work






SUB-HEAD-2

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N.S. 2.6.7 65mm nominal bore Metre 40 14.00 560.00

N.S. 2.6.8 80mm nominal bore Metre 30 16.00 480.0018.12 2.7 Providing and fixing G.I. pipes complete with G.I. fittings including

trenching and refilling, etc.,

a) External work






18.13 2.80 Making connection of GI distribution branch with G.I. main of followingsizes by providing and fixing tee, including cutting and threading the

pipe etc. complete

18.13.2 2.8.1 50 to 80 mm nominal bore Each 1 423.20 423.20

18.40 2.9 Painting GI pipes and fittings with two coats of anti-corrosive bitumastic

paint of approved quality





18.40.7 2.9.5 65mm nominal bore Metre 50 7.50 375.0018.41 2.10 Providing and filling sand of grading zone V or coarser grade alround the

GI pipes in external work






2.11 Providing and fixing 600mm long puddle flanges fabricated out of 6mm

thick M.S. plates along with flanges of suitable size properly fixed in

walls and top slabs of underground tanks.

NS 2.11.1 40mm dia Each 2 131.00 262.00

NS 2.11.2 50mm dia Each 2 188.00 376.00

NS 2.11.3 65mm dia Each 1 261.00 261.00

NS 2.11.4 80mm dia Each 2 340.00 680.00

NS 2.11.5 100mm dia Each 2 459.00 918.00

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18.32 2.12 Constructing masonry chamber 30x30x50 cm, inside with 75 class

designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand)

for stop cock, with C.I. surface box 100x100x75mm (inside) with hingedcover 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 mix (1 cement : 5 fine sand : 10 grades stone

aggregate 40mm 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.

18.32.1 2.12.1 With F.P.S. bricks Each 10 599.80 5998.00

18.48 2.13 Providing and placing on terrace (at all floor levels ) polyethylene waterstorage tank ISI : 12701 marked with cover and suitable locking

arrangement and making necessary holes for inlet , outlet and overflow

pipes but without fittings and the base support for tank. per ltr 55000 5.25 288750.00

TOTAL OF SUB-HEAD-2 665421.60 98937.00

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DRAINAGE19.1 3.1 Providng, laying and jointing glazed stoneware pipes grade 'A' with stiff

mixture of cement mortar in the proportion of 1:1(1cement : 1 fine sand)

including testing joints etc. complete

19.1.1 3.1.1 100 mm diameter metre 36 105.90 3812.40



19.2 3.2 Providng and fixing cement concrete 1:5:10 (1 cement : 5 coarse sand :

10 graded stone aggregate 40 mm nominal size) alround S.W . Pipe

including bed concrete as per standard desgin :

19.2.1 3.2.1 100 mm diameter S.W.pipe metre 36 331.20 11923.20

19.2.2 3.2.2 150 mm diameter S.W.pipe metre 270 405.05 109363.5019.2.4 3.2.3 230 mm diameter S.W. pipe metre 20 516.90 10338.00

19.3 3.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :

10 graded stone aggregate 40mm nominal size) upto haunches of S.W.

pipes including bed concrete as per standard design:

19.3.4 3.3.1 230 mm diameter S.W. pipe metre 20 328.95 6579.00

19.4 3.4 Providing and fixing square - mouth S.W. gully trap grade 'A' complete

with C.I. grating brick masonary chamber with water tight C.I. cover with

frame of 300x300 mm size (inside) the weight of cober to be not less

than 4.50 kg and frame to be not less than 2.70 kg as per stadarddesign:

19.4.2 a) 150 x 100mm size P-type

19.4.2.1 3.4.1 With FPS bricks class designation 75 each 18 961.95 17315.10

N.S. 3.5 Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4

graded stone aggregate 20mm nominal size), foundation concrete 1:4:8

(1 cement : 2 coarse snad : 8 graded stone aggregate 40mm nominal

size ) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3

coarse sand) finished with floating coat of neat cement and making

channels in cement aggregate 20 mm nominal size) finished with afloating coat of neat cement complete as per stadard design :

a) Inside size 90cm x 80cm and 60cm deep including C.I. cover with frame

(medium duty) 500mm internal dimensions total weight of cover and

frame to be not less than 116 kg. (wt. of cover 58 kg. And wt. of frame

58 kg.)

3.5.1 1. With F.P.S. bricks with class designation 75 each 34 8286.14 281728.62

19.8 3.6 Extra for depth for manholes

19.8.1 a) Size 90 x 80 cm

19.8.1.1 3.6.1 With F.P.S . Bricks class designation 75 meter 2 2654.00 5308.00

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19.9 3.7 Constructing brick masonry circular type manhole 0.91m internal dia at

bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse

sand), in side cement plaster 12mm thick with cement mortar 1:3 (1cement : 3 coarse sand) finished with a floating coat of neat cement,

foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded

stone aggregate 40mm nominal size), and making necessary channel in

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20mm nominal size) finished with a floating coat of neat

cement all complete as per standard design

19.9.1 a) 0.91m deep with S.F.R.C. cover and frame (heavy duty HD-20 grade

designation) 560mm internal diameter conforming to I.S. 12592, total

weight of cover and frame to be not less than 182 kg., fixed in cement

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate

20mm nominal size) including centering shuttering all complete.

(Excavation, foot rests and 12mm thick cement plaster at the external

surface shall be paid for separately).

19.9.1.1 3.7.1 With F.P.S. bricks class designation 75 Each 10 4933.50 49335.00

19.10 3.8 Extra depth for circular type manhole 0.91m internal dia (at bottom) with

beyond 0.91m to 1.67m)

19.10.1 3.8.1 With F.P.S. bricks class designation 75 Meter 3 2289.75 6869.25

19.16 3.9 Providing orange colour safety foot rest of minimum 6mm thick plastic

encapsulated as per IS:10910 on 12mm dia steel bar conforming toIS:1786 having minimum cross section as 23 mm x 25mm and over all

minimum length 263mm and width as 165mm with minimum 112mm

space between protruded legs having 2mm tread on top surface by

ribbing or chequering besides necessary and adequate anchoring

projections on tail length on 138mm as per standard drawing and

suitable to with stand the bend test and chemical resistance test as per

specifications and having manufacture's permanent identification mark

to be visible even after fixing, including fixing in manholes with 30 x 20 x

15cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded

stone aggregate 20mm nominal size) complete as per design.

Each 120 182.40 21888.00

2.10 3.10 Excavating trenches of required width for pipes, cables, etc., 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.

2.10.1 a) All kind of soils

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2.10.1.2 3.10.1 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia.

Metre 306 115.05 35205.30

2.11 3.11 Extra for excavating trenches for pipes, cables etc. in all kinds of soil fordepth exceeding 1.5m, but not exceeding 3m. (Rate is over

corresponding basic item for depth upto 1.5 metre.) Metre 4 153.00 612.00

21.39.2 3.12 Making soak pit 2.5m diameter 3.0 metre deep with 45 x 45 cm dry brick

honey comb shaft with bricks of class designation 75 and S.W. drain

pipe 100mm diameter, 1.8m long complete as per standard design.

Each 4 6396.25 25585.00

With flyash bricks class designation 75

TOTAL OF SUB-HEAD-3 350477.25 281728.62

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STORM WATER DRAINAGE

19.6 4.1 Providing and laying non-pressure NP-2 class (light duty) RCC Pipes

with collars jointed with stiff mixture of cement mortar in the proportionof 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.

19.6.2 4.1.1 150mm dia RCC pipe Metre 20 202.85 4,057.00



19.2 4.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 fine sand: 10

graded stone aggregate 40mm nominal size) all round R.C.C./S.W.

pipes including bed concrete as per standard design.

19.2.5 4.2.2 250mm dia RCC pipe Metre 40 546.00 21,840.00N.S. 4.2.3 300mm dia RCC pipe Metre 48 780.00 37,440.00

19.27 4.3 Constructing brick masonry road gully chamber 50x45x60cm with bricks

of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand)

including 500x450mm precast RCC horizontal grating with frame

complete as per standard design.

19.27.1 4.3.1 With F.P.S. bricks Each 10 2248.35 22,483.50

2.10 4.5 Excavating trenches of required width for pipes, cables, etc., including

excavation for sockets and dressing of sides, ramming of bottoms, depth

upto 1.5m including taking out the excavated soil and then returning the

soil as required in layers, not exceeding 20cm in depth includingconsolidating each deposited layer by ramming, watering, etc., and

disposing of surplus soil as directed within a lead of 50m.

2.10.1 4.5.1 All kind of soils

2.10.1.2 4.5.1.1 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia.

Metre 130 115.05 14,956.50

2.8 4.6 Earth work in excavation by mechanical means (Hydraulic excavator) /

manual means in foundation trenches or drains (not exceeding 1.5m in

width or 10 sqm. on plan) including dressing of sides and ramming ofbottoms, lift upto 1.5m, including getting out the excavated soil and

disposal of surplus excavated soil as directed, within a lead of 50m.

2.8.1 4.6.1 All Kinds of soil Cum. 116 103.40 11,994.40


sides of foundations etc. in layers not exceeding 20cm in depth:

consolidating each deposited layer by ramming and watering, lead up to

50m and lift upto 1.5m. Cum. 16 45.70 731.20

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NS 4.8 Removal and disposal of surplus excavated earth out side the site

including loading/unloading, stacking and spreading at all lift and lead.

Cum. 100 150.00 15,000.004.1 4.9 Providing and laying in position cement concrete of specified grade

excluding the cost of centring and shuttering - all work upto plinth level.

4.1.9 4.9.1 1:4:8 ( 1 cement : 4 fine sand : 8 graded stone aggregate 40mm nominal

size) Cum. 20 2296.15 45,923.00

4.1.4 4.9.2 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm

nominal size) Cum. 11 3194.10 35,135.10

6.1 4.10 Brick work with F.P.S. bricks of class designation 75 in foundation and

6.1.1 4.10.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum. 30 2293.40 68,802.00

13.4 4.11 12mm cement plaster of mix :

13.4.1 4.11.1 1:4 (1 cement : 4 coarse sand) Sqm. 236 82.55 19,481.80

NS 4.12 Providing, hoisting and fixing precast reinforced cement concrete in

perforated slab including setting in cement mortar 1:3 (1 cement : 3

coarse sand), cost of required centring, shuttering and finishing with

neat cement punning on exposed surfaces but excluding the cost of

reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 12.5mm nominal size). Cum. 5 6,840.10 34,200.50

5.12 4.13 Providing, hoisting and fixing upto floor five level precast reinforced

cement concrete work 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 fine sand) on exposed surfaces complete but

excluding cost of reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20mm nominal size).

Cum. 30 4882.25 146,467.50

5.22 4.14 Reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete.

5.22.6 4.14.1 Thermo-Mechanically Treated bars. Kg. 1257 42.70 53,673.90

TOTAL OF SUB-HEAD-4 472,133.90 86,640.50

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RAIN WATER PIPES AND FITTINGS

12.40 5.1 Providing and fixing on wall face unplasticised - Rigid PVC rain water

pipes conforming to IS:13592 Type A including jointing with seal ringconforming to IS:5382 leaving 10mm gap for thermal expansion.

5.1.1 Single socketed pipes

12.40.2 5.1.1.1 110 mm diameter Metre 390 163.40 63726.00

12.42 5.2 Providing and fixing on wall face unplasticised - PVC moulded

fittings/accessories for unplasticised - Rigid PVC rain water pipes

conforming to IS:13592 Type A including jointing with seal ring

conforming to IS: 5382 leaving 10mm gap for thermal expansion.

12.42.6 5.2.1 Shoe (Plain)12.42.6.2 5.2.1.2 110mm Shoe Each 26 263.10 6840.60

12.43 5.3 Providing and fixing unplasticised - PVC pipe clips of approved design to

unplasticised - PVC rain water pipes by means of 50 x 50 x 50mm 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.

12.43.2 5.3.1 110mm Each 216 96.90 20930.40

12.44 5.4 Providing and fixing to the inlet mouth of rain water pipe cast iron grating

15 cm diametre and weighing not less than 440 grams. Each 26 23.40 608.40


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PUMPING SYSTEMN.S. 6.1 Supply , Installation, erection & commissioning Horizontal Monoblock

pumping Set having C.I. casing & CI impeller complete with allaccessories, motor of required capacity Pumps shall have following

duty:

6.1.1 Filter Feed Pumps

Flow rate = 300 lpm

Head = 45 mtr

Rating : 7.6. H.P.

RPM = 2900

Quantity = 02 Nos. (1w/1s) Each 2 40838.00 81676.00

N.S. 6.2 Supply , Installation, erection & commissioning of Suction / deliveryHeaders including piping, bends tees, supports.(Make : Jindal) or

equivalent

6.2.1 80 mm dia set 1 6806.00 6806.00

6.2.2 65 mm Dia set 1 5990.00 5990.00

N.S. 6.3 Providing & Fixing Cast Iron slim seal butterfly valves including nuts

bolts, flangeed end connecions complete. (Make : Sant /Castle) or

equivalent

6.3.1 80 mm dia Each 2 3267.00 6534.00

6.3.2 65 mm Dia Each 2 2995.00 5990.00

N.S. 6.4 Providing & Fixing Dual Plate Wafer type slim seal Non Return Valvescomplete with nuts bolt, flanged end connections.(Make : Sant / Castle)

or equivalent

6.4.1 80 mm dia Each 1 3880.00 3880.00

6.4.2 65 mm dia Each 2 3403.00 6806.00

N.S. 6.5 Supply, installation, testing and commissioning of motor Electrical

Panel suitable for 415 volts, 3 phase, 4 wire,50 Hz power distribution

system.The panel shall be free standing floor / wall mounted, sheet

metal enclosed flush front dust & vermin proof with Aluminium Bus bars.

The painting shall be done as per relevant ISI codes asspecified.Adequate size cable alley shall be provided for each cable

bending & termination. The Panel should have the necessary

components like cylical timer etc. for aotomation of pumps (all

components shall be of L&T / Schneider / GE make). set 1 34031.00 34031.00

N.S. 6.6 Providing & fixing PVC insulated copper armoured cables including

necessary supports clams etc (Make : National/Grandlay)

6.6.1 3 Core 4.0 sq mm Mtr 10 272.00 2720.00

N.S. 6.7 Providing & fixing Earthing Wire

6.7.1 8.. Guage Mtr 6 88.00 528.00

SUB-HEAD-6

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ate ( s ) ou t ( s )

N.S. 6.8 Providing & fixing galvanized slotted cable trays supported from walls at

intervals of 60 cm including cable clips eith nuts & bolts, welding of

support rods with ceiling inserts or by drilling and installing expandablefasteners cutting & making good complete

6.8.1 100 x 50 mm Mtr 6 545.00 3270.00

N.S. 6.9 Automatic Level Controllers (Make : Radar) Each 2 2494.00 4988.00


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( ) ( )

TUBE WELL AND TUBE WELL PUMPS

7.1 BORING PART

NS 7.1.1 Drilling with caylex/RC/DC rig having 16"/18" dia bore size in all kind ofstrata except hard rock. mtr 100 1089.00 108900.00

NS 7.2 SUPPLY AND FIXING

NS 7.2.1 8" dia UPVC plain pipe of jain/ Finolex make or equivalent mtr 42 1770.00 74340.00

NS 7.2.2 8" dia UPVC slotted pipe of jain/Finolex make or equivalent mtr 48 1906.00 91488.00

NS 7.3 Tubewell Fittings L.S. 1 8168.00 8168.00

NS 7.4 Pea Gravel L.S. 1 54450.00 54450.00

NS 7.5 Development of tubewell with heavey duty air compressor. L.S. 1 88481.00 88481.00

NS 7.6 Supply of KSB make submersible pumping set with 7.5 HP with motor 6stage pump suitable for 400 LPM at 56 mtr. Head respectively. Three

phase each 1 38796.00 38796.00

NS 7.7 2 1/2" dia GI column pipe of Jindal or equivalent B class including heavysockets. mtr 60 749.00 44940.00

NS 7.8 Cable 4 sq.mm. mtr 80 123.00 9840.00

NS 7.9 Panel Board for Submersible pump fitted with L&T make or equipvalentDOL starter ammeter, voltmeter single phase preventer, standard/ indo-

cop or equpvalent make MCB on / off switch pump button duly wired and

made out of 16/18 SWG shet. each 1 7487.00 7487.00

NS 7.10 2 1/2" dia fitting 1.s 1 2042.00 2042.00NS 7.11 Lowreing of pump set. each 1 3403.00 3403.00

NS 7.12 Transportation of equipment and material. 1.s 1 47644.00 47644.00


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ELECTRICAL WORKS

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1 SUB-HEAD -I , WIRING2543111.00 0.00

2 SUB-HEAD -II ,MCBS &DISTRIBUTION BOARDS 150,954.00 947,655.00

3 SUB-HEAD -III ,EARTHING 46,824.00 0.00

4 SUB-HEAD -IV ,LIGHTNING 141,992.00 0.00

5 SUB-HEAD -V,FITTINGS AND ACCESSORIES 62,297.00 2,813,375.00

6 SUB-HEAD -VI ,LAN SYSTEM 0.00 1,081,100.00

7 SUB-HEAD -VII ,STREET LIGHTING 35,290.00 365,215.00

8 SUB-HEAD -VIII ,DG WORKS 0.00 1,800,000.00

9SUB-HEAD -IX ,LT PANELS, LT CABLES, TERMINATION,EARTHING &

MISC WORKS107,291.00 1,725,549.00

TOTAL 3,087,759.00 8,732,894.00

GRAND TOTAL 11,820,653.00

ABSTRACT OF COST - ELECTRICAL WORKS


BOQ 1 ABST ELECT

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SUB-HEAD -I WIRING

1.10 1.1 Wiring for lightpoint/fan point/exhaustfan point/callbell point with

1.5 Sq.mm FR PVC insulated, copper conductor, single core

cable in surface/recessed PVC conduit, with modular switch,

modular plate, suitable GI box and earthing the point with 1.5

Sq.mm FR PVC insulated copper conductor single core cable

etc. as required.

1.10.3 1.1.1 Group-C Point 1050 426.00 447300.00

1.11 1.2 Wiring for twin control l ight point with 1.5 Sq.mm FR PVC

insulated, copper conductor, single core cable in

surface/recessed PVC conduit, 2 way modular switch, modular

plate, suitable GI box and earthing the point with 1.5 Sq.mm FR

PVC insulated copper conductor single core cable etc. as

required.

Point 18 453.00 8154.00

1.12 1.3 Wiring for light/power plug with 2x4 Sq.mm FR PVC insulated,

copper conductor, single core cable in surface/recessed PVC

conduit alongwith 1 No. 4 Sq.mm FR PVC insulated copperconductor single core cable for loop earthing as required.

Mtr 4500 97.00 436500.00

1.13 1.4 Wiring for light/power plug with 4x4 Sq.mm FR PVC insulated,

copper conductor, single core cable in surface/recessed PVC

conduit alongwith 2 Nos. 4 Sq.mm FR PVC insulated copper

conductor single core cable for loop earthing as required.

Mtr 500 149.00 74500.00

1.14 1.5 Wiring for circuit/sub main wiring alongwith earth wire with the

following sizes of PVC insulated copper conductor, single core

cable in surface/recessed PVC conduit as required.

1.14.1 a) 2 x 1.5 Sqmm + 1 x 1.5 Sq.mm (For circuit wiring). Mtr 10000 71.00 710000.00

Description of item Unit Qty

SC OO O S C SC C S , O


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1.14.4 b) 2 x 6 Sqmm +1x 6 Sq.mm (For submain & 20 A power socket

wiring)

Mtr 1400 127.00 177800.00

1.14.5 c) 2 x 10 Sqmm +1x10 Sq.mm (For submain ) Mtr 600 171.00 102600.00

1.14.10 d) 4 x 6 Sqmm +2 x 6 Sq.mm (For submain wiring) Mtr 950 207.00 196650.00

1.14.11 e) 4 x 10 Sqmm +2 x 10 Sq.mm (For submain wiring) Mtr 550 294.00 161700.00

1.14.12 e) 4 x 16 Sqmm +2 x 16 Sq.mm (For submain wiring) Mtr 100 487.00 48700.00

1.21 6 Supplying and laying of the following of PVC conduit alongwith

accessoris in surface/recess including cutting the wall and

making good the same in case of recessed conduit as required.

(For telephone & TV wiring).

1.21.1 a) 20mm Mtr 300 41.00 12300.00

1.21.2 b) 25mm Mtr 200 47.00 9400.001.31 1.6 Supplying & fixing suitable size GI box of with modular plate and

cover in front on surface or in recess includingproviding & fixing3

pin 5/6 Amp. Modular socket outlet and 5/6 Amp. Modularswitch,

connections, painting etc. as required.

Each 56 160.00 8960.00

1.32 1.7 Supplying & fixing suitable size GI box of with modular plate and

cover in front on surface or in recess includingproviding & fixing6

pin 15/16 Amp. Modular socket outlet and 15/16 Amp. Modular

switch, connections, painting etc. as required.

Each 81 214.00 17334.00

1.24 1.8 Supplying& fixing followingmodular switch/socket on the existing

modular plate & switch box including connections but excluding

modular plate etc. as required.

1.24.3 a) 16 Amp. Switch Each 96 67.00 6432.00

1.24.4 b) 3 Pin 5/6 Amp. Socket outlet Each 288 64.00 18432.00

1.24.6 c) Telephone socket outlet Each 47 61.00 2867.00

1.24.7 d) TV antenna socket outlet Each 4 60.00 240.00

1.25 1.9 Supplying & fixing stepped type electronic fan regulator on the

existing modular plate switch box including connections but

excluding modular plate etc. as required.

Each 226 247.00 55822.00

1.26 1.10 Supplying& fixingmodular blankingplate on the existingmodular

plate and switch box excluding modular plate as required.

Each 140 20.00 2800.00

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1.27 1.11 Supplying & fixing following size/modules, GI box alongwith

modular base & cover plate for modular switches in recess etc.

as required.1.27.1 a) 1 or 2 Module (75 mm x 75 mm) Each 51 88.00 4488.00

1.27.4 b) 8 Module (125 mm x 125 mm) Each 96 177.00 16992.00

1.18 1.12 Supplying and drawing following PAIR, 0.5 Sq.mm FR PVC

insulated copper conductor, unarmoured telephone cable in the

existing surface/recessed steel/PVC conduit as required.

1.18.2 a) 2- Pair Mtr 900 19.00 17100.00

1.18.3 b) 4- Pair Mtr 200 21.00 4200.00

1.19 1.13 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm

solid copper conductor shielded with fine tinned copper braid andprotected with PVC sheath in the existing surface/recessed

steel/PVC conduit as required.

Mtr 80 23.00 1840.00

TOTAL OF SUB-HEAD - I 2543111.00

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MCB DISTRIBUTION BOARD

2.51 2.1 Supplying & fixing 5 Amps. to 32 Amps. Rating, 240 Volts, "B"series, miniature circuit breaker suitable for lighting and other

loads of following poles in the existing MCB DB complete with

connections, testing and commissioning etc. as required.

2.51.1 a) Singl

Documents

Volume - III(1)