PIMPRI CHINCHWAD NEW TOWN DEVELOPMENT AUTHORITY … 3.pdf · Bidder shall download and print this sheet, ... The Bidders will be reimbursed quality control testing charges of tests

PIMPRI CHINCHWAD NEW TOWN DEVELOPMENT AUTHORITY AKURDI, PUNE 411 044

Name of Work :- Project 2 - Construction of Affordable Housing Project 1528 EWS and 783 LIG Dwelling Units in Sector 12 of PCNTDA.

VOLUME – II

INDEX

Sr. No. Description

1 Tender for Works

2 Memorandum

3 Recapitulation Sheet A

4 Recapitulation Sheet B

5 Sub Estimate I - Measurable Work Up To Top Of First Slab In Buildings, With Utilities Shops And Offices

6

Sub Estimate II - Measurable Work Outside The Building In Infrastructure Like Roads, Storm Water Drains External Sewerage

And Water Supply UG Tanks, Fire Tanks And Land Leveling, Driveways And Parking

7 Sub Estimate III - Measurable Work Outside The Building In

Infrastructure Like External Electrification, Street Lighting And Pumps

8 Sub Estimate IV - Compound Wall & Gates

9 Sub Estimate V - Lumpsum Work Above Top Of First Slab In Buildings

10 Sub Estimate VI – Lumpsum Work Above Top Of First Slab For Utilities In Buildings

11 Additional Specification

12 Breakdown Schedule

VOLUME - II PCNTDA Project 2:- Construction of Affordable Housing Project 1528 EWS and 783 LIG Dwelling Units in Sector 12

Engineer Pg 1 Contractor

TENDER FOR WORKS

I/We hereby tender for the execution, for Chief Executive

Officer, PCNTDA (here-in-before and hereinafter referred to

as Employer) of the work specified in such memorandum at

______________________ percent below/above the

estimated rates entered in Schedule ‘B’ (Memorandum

showing items of work to be carried out) and in accordance in

all respects with the specifications, designs, drawings, and all

the conditions and stipulations stated in Volume I and

Volume II.

In figures as well as in words



MEMORANDUM

1.(a) General Description: Project 1 :- Construction of Affordable Housing Project 1528 EWS and 783 LIG Dwelling Units in Sector 12 of PCNTDA.

(b) Tender Cost Rs. 236,00,24,759

Without GST (c) Earnest Money Rs 13255500/- (d) Security Deposit

(i) In the form of FDR Rs 2% of Contract sum (ii) To be deducted from Running bills (6%) Rs 3% of Contract sum

TOTAL Rs 5% of Contract sum (Alternatively bidder can pay performance security / security deposit in the form of bank guarantee as stated in the bid document.)

(e) Time allowed for the work from date of written order to commence. 24 Calendar Months including

monsoons.

2. I/We agree that the other offer shall remain open for acceptance for a minimum period of

120 days from the date fixed for opening the same thereafter until it is withdrawn by me/us by notice in writing duly addressed to the authority opening the tenders and sent by registered post A.D. or otherwise delivered at the office of such authority. The EMD amounting to Rs. 13255500/- is submitted by payment gateway. The amount of earnest money shall not bear interest and shall be liable to be forfeited to the Employer, should I/We fail to (i) abide by the stipulation to keep the offer open for the period mentioned above of (ii) sign and complete the contract documents as required by the Employer and furnish the security deposit and retention money as specified in item (d) of the Memorandum contained in paragraph (i) above within the time limit laid down in clause (1) of the annexed General Conditions of the Contract. The amount of earnest money maybe adjusted towards the security deposit or refunded to me/ us if so desired by me/us in writing, unless the same or any part thereof has been forfeited as aforesaid. Should this tender be accepted I/We hereby agree to abide by and fulfill all the terms and provisions of the conditions of contract stated hereto so far as applicable and in default thereof and pay to Employer, the sum of money mentioned in the said conditions.



Amount to be specified in words and figures

The earnest money (a) the full value of which is to be absolutely forfeited to Employer if I/We should not deposit the full amount of security deposit in specified format in the above memorandum, in accordance with clause 1(A) of the said conditions, otherwise the said sum of Rs. 13255500/- only shall be refunded.

Signature of the Contractor before

submission of the Tender. Address: Dated the __________ day of Signature of

the Witness to Contractor’s Signature.

Address: (Occupation)

The above tender is hereby accepted by me for and one behalf of the Chief Executive Officer, Pimpri Chinchwad New Town Development Authority, Akurdi, Pune.

Dated____________ day of______2018 The Chief Executive Officer, PCNTDA, Pune (or his duly authorized assistant)



“DECLARATION OF THE CONTRACTOR” I/We hereby declare that I/We have made myself/ourselves thoroughly conversant with the local

conditions regarding all materials and labour on which I/We have based my/our rates for this

tender. The specifications and the leads in this work have been carefully studied and understood

before submitting this tender.

I/We undertake to use only the best materials and work methodology approved by the Engineer or

his duly authorized engineer during execution of the work and during defect liability and

maintenance period of 5 years after completion and to abide by the contract conditions, stipulations

and maintenance manuals. I/We am/are fully responsible for quality of work and shall maintain the

work in good order during defect liability and maintenance period of 5 years after completion.

Signature of Contractor



DECLARATION FOR ROYALTY CHARGES

I/ we hereby agree to pay royalty charges of Rupees 141.34 /Cum (Rupees One Hundred Forty One

& Paise Thirty Four only per cubic meter) on minerals to be used to complete the work, like rubble,

metal, sand, murrum etc. to the Revenue Department, Govt. of Maharashtra as my rates are

inclusive of Royalty charges.

I/ we hereby agree to produce receipts of such royalty charges to Employer.

I/ we hereby to agree that I will not be reimbursed any royalty charges. I will produce original

receipts of such Royalty payments for verification from the Employer.

I/ we agree that if the evidence for payment of royalty charges for this work are not produced,

Employer reserves right to pay the necessary royalty charges to the appropriate Authorities and

deduct the same from my bills.

Signature of Contractor



SR NOSUB

ESTIMATE DESCRIPTION AMOUNT IN INR

BIDDERS PLEASE WRITE PERCENTAGE

(%) ABOVE/BELOW

TOTAL IN INR (BIDDERS TO CALCULATE)

1 2 3 4 5 6 7

1 IMEASURABLE WORK UP TO TOP OF FIRST SLAB IN BUILDINGS, WITH UTILITIES SHOPS AND OFFICES

326521574

2 II

MEASURABLE WORK OUTSIDE THE BUILDING IN INFRASTRUCTURE LIKE ROADS, STORM WATER DRAINS EXTERNAL SEWERAGE AND WATER SUPPLY UG TANKS, FIRE TANKS AND LAND LEVELLING, DRIVEWAYS AND PARKING

140024841

3 IIIMEASURABLE WORK OUTSIDE THE BUILDING IN INFRASTRUCTURE LIKE EXTERNAL ELECTRIFICATION, STREET LIGHTING AND PUMPS

84353869

4 IV COMPOUND WALL & GATES 5437792

556338076

NOTE : - 1) The Bidders will be reimbursed royalty amount after production of receipt showing amount deposited with government

4) The employer will add the final amount of sheet 'A ' with the final amount of sheet B to calculate final financial quote

2) The Bidders will be reimbursed quality control testing charges of tests conducted in approved NABL acridated labs at SSR PWD rates for 2017-18 during entire contract period.3) The Bidder shall quote project cost without GST. Employer will reimburse GST in every R.A. bill and final bill at then prevailing GST rates applicable from time to time

Name of Work:- Project 2 -Construction of affordable Housing project 1528 EWS & 783 LIG dwelling units in sector 12 of PCNTDA

RECAPITULATION SHEET - A

TOTAL

GRAND TOTAL IN WORDS : -

Stamp & Signature

Bidder shall download and print this sheet, and are requested to write the unit cost and calculate the total cost. Bidder shall sign and stamp this sheet and are requested to scan, covert to PDF and upload in financial quote.



SR NOSUB

ESTIMATE DESCRIPTION

NO OF DWELLING UNITS

BIDDERS PLEASE WRITE PER UNIT COST IN FIGURES & WORDS

PLEASE WRITE AMOUNT IN INR BY MULTIPLYING COLUMN 4 X 5 IN FIGURES

1 2 3 4 5 6

EWS UNITS WITH 12 TENEMENTS PER FLOOR 1441

EWS UNITS WITH 08 TENEMENTS PER FLOOR 87

LIG UNITS WITH 08 TENEMENTS PER FLOOR 783

GRAND TOTAL IN FIGURES

NOTE : -1) The Bidders will be reimbursed royalty amount after production of receipt showing amount deposited with government

4) The employer will add the final amount of sheet 'A ' with the final amount of sheet B to calculate final financial quote

GRAND TOTAL IN WORDS : -

Stamp & Signature

2) The Bidders will be reimbursed quality control testing charges of tests conducted in approved NABL acridated labs at SSR PWD rates for 2017-18 during entire contract period.3) The Bidder shall quote project cost without GST. Employer will reimburse GST in every R.A. bill and final bill at then prevailing GST rates applicable from time to time

5) The bidder shall note that the cost of constructing one refuse area / building (24 nos. for project) as shown in the drawing (as per NBC 2016) is incidental to work. Employer will not consider any payment against this work.

Name of Work:- Project 2 - Construction of affordable Housing project 1528 EWS & 783 LIG dwelling units in sector 12 of PCNTDA

RECAPITULATION SHEET - BBidder shall download and print this sheet, and are requested to write the unit cost and calculate the total cost. Bidder shall sign and stamp this sheet and are

requested to scan, covert to PDF and upload in financial quote.

5 V+VI

LUMPSUM WORK ABOVE TOP OF FIRST SLAB IN BUILDINGS AND LUMPSUM WORK ABOVE TOP OF FIRST SLAB FOR UTILITIES IN BUILDINGS



Sr No. Description Amount (Rs.)

1 Building Works up to Top of First Slab 255996180.82

2 Shops in Parking Floor 1359557.99

3 Office Block in Parking Floor 1051398.40

4 Water Supply & Sewerage 6809486.20

5 Firefighting Arrangement 14609318.00

6 Internal Electrification in Parking Floor 46695632.00

Total 326521573.41

Grand Total sub est I in INR Say 326521574.00

PIMPRI CHINCHWAD NEW TOWN DEVELOPMENT AUTHORITY

PROJECT 2 - SUB ESTIMATE I - MEASURABLE WORK UP TO TOP OF FIRST SLAB IN BUILDINGS, WITH UTILITIES, SHOPS AND OFFICES

RECAPITULATION SHEET



Sub Estimate 1 - BuildingItem No.

Quantity Item of Work Rate Unit Amount

Work upto Parking Slab1 3459.89 Excavation for foundation in earth, soil of all types,

sand, gravel and soft murum, including removing theexcavated material up to a distance of 50 m beyondthe building area and stacking and spreading asdirected, dewatering, preparing the bed for thefoundation and necessary back filling, ramming,watering including shoring and strutting etc.complete. (Lift upto 1.5 m.)

Rs.131.05 Cubic Metre

453,418.58

D.S.R.2017-18 Item No. 21.02R.A.No.1

2 3459.89 Excavation for foundation in hard murum includingremoving the excavated material up to a distance 50metres, beyond the building area and stacking andspreading as directed, dewatering, preparing thebed for the foundation and necessary back filling,ramming, watering including shoring and struttingetc. complete. (Lift upto 1.5m.)


478,848.78

D.S.R.2017-18 Item No. 21.06R.A.No.2

3 15569.50 Excavation for foundation in hard murum andboulders including removing the excavated materialup to a distance 50 metres, beyond the buildingarea and stacking and spreading as directed,dewatering, preparing the bed for the foundation andnecessary back filling, ramming, watering includingshoring and strutting etc. complete. (Lift from1.5m.to 3.0m)


2,889,699.20

D.S.R.2017-18 Item No. 21.12R.A.No.3

4 29409.15 Excavation for foundation in Hard rock by chiselling,wedging, line drilling, etc. including trimming andlevelling the bed, removing the excavated materialupto a distance of 50 metres beyond the buildingarea stacking as directed, dewatering and backfilling with available earth/ murum watering, rammingetc. complete. (Lift upto 1.5 m).


33,733,765.51

D.S.R.2017-18 Item No. 21.20R.A.No.4

5 25357.42 Providing preconstructional antitermite treatment asper I.S. 6313 (Part-II) by treating the bottom surfaceand sides of excavation at the rate of 5 litres ofemulsion concentrate of 1.0 percent ofchlorophyrifos per square meter of surface areacovering 10 years guarantee on bond paper.

Rs.59.75 Square Metre

1,515,105.85

D.S.R.2017-18 Item No. 21.22R.A.No.5

Name of Work : Construction of Affordable Housing Project 1528 EWS and 783 LIG Dwelling Units in Sector 12 of PCNTDA



Item No.


6 11144.26 Providing preconstructional antitermite treatment asper I.S. 6313 (Part-II) by treating the top surface ofplinth filling at the rate of 5 litres of emulsionconcentrate at 1.0 percent of clorophyrifos persquare metre of surface area covering ten yearsguarantee on bond paper.


677,571.01

D.S.R.2017-18 Item No. 21.24R.A.No.6

7 2784.02 Providing dry rubble stone soling 15 cm. to 20 cm.thick including hand packing and compactingcomplete.


2,516,058.08

D.S.R.2017-18 Item No. 21.38R.A.No.7

8 42997.61 Filling in plinth and floors with approved excavatedmaterials in 15 cm to 20 cm layers includingwatering & compaction complete.


2,930,287.12

D.S.R.2017-18 Item No. 21.36R.A.No.8

9 690.17 Filling in plinth and floors with contractors soil. Sandor murum materials in 15 cm to 20 cm layersincluding watering & compaction complete.


380,628.75

D.S.R.2017-18 Item No. 21.37R.A.No.9

10 807.97 Providing and laying Cast in situ/ Ready Mix cementconcrete in M-10 of trap/ granite/ quartzite/ gneissmetal for foundation and bedding including bailingout water, formwork, laying/ pumping, compacting,roughening them if special finish is to be provided,finishing if required and curing complete, with fullyautomatic micro processor based PLC with SCADAenabled reversible Drum Type mixer/concrete Batchmix plant (Pan mixer) etc. complete. With V.S.I.quality Artificial Sand.


2,976,278.69

D.S.R.2017-18 Item No. 24.01R.A.No.10

11 3129.09 Providing and laying in situ cement concrete M-30with tremix treatment for 200 mm thickness forConcrete Road including laying plastic sheet of 125micron with groove cutting of 4 mm wide and 20 mmdeep, with necessary refilling with bitumen(excluding reinforcement) with V.S.I. quality ArtificialSand etc. complete.


20,244,273.57

D.S.R.2017-18 Item No. 5.22R.A.No.11



Item No.


12 4640.98 Providing and laying in situ/ Ready Mix cementconcrete M-25 of trap/ granite/quartzite/ gneissmetal for R.C.C. work in foundations like raft, stripfoundations, grillage and footings of R.C.C.columns and steel stanchions etc. including bailingout water, formwork, laying/ pumping cover blocks,compaction and curing roughening the surface ifspecial finish is to be provided, (Excludingreinforcement and structural steel) etc. complete,with fully automatic micro processor based PLC withSCADA enabled Reversible Drum Type mixer/concrete Batch Mix plant (Pan mixer) etc. complete,with V.S.I. quality artificial Sand.


26,493,034.33

D.S.R.2017-18 Item No. 25.13R.A.No.12

13 2043.84 Providing and laying cast in situ/ Ready Mix cementconcrete M-25 of trap/ granite/ quartzite/ gneissmetal for R.C.C. columns as per detailed designsand drawing or as directed including centering,formwork, cover blocks, laying/ pumping,compaction finishing the formed surfaces withcement mortar 1:3 of sufficient minimum thicknessto give a smooth and even surface or roughening ifspecial finish is to be provided and curing etc.complete, (Excluding reinforcement and structuralsteel) with fully automatic micro processor basedPLC with SCADA enabled Reversible Drum Typemixer/ concrete Batch Mix plant (Pan mixer) etc.complete with V.S.I. quality Artificial Sand.


17,485,357.78

D.S.R.2017-18 Item No. 25.33R.A.No.13

14 1611.63 Providing and laying Cast in situ/ Ready Mix cementconcrete M-25 of trap/ granite/quartzite/ gneissmetal for R.C.C. Beams and Lintels as per detaileddesigns and drawings or as directed includingcentering, formwork, cover blocks, laying/ pumping,compactionand roughening the surface if specialfinish is to be provided and curing etc. complete.(Excluding reinforcement and structural steel), withfully automatic micro processor based PLC withSCADA enabled Reversible Drum Type mixer/concrete Batch Mix plant (Pan mixer) etc. completewith V.S.I. quality Artificial Sand.


12,299,073.76

D.S.R.2017-18 Item No. 25.52R.A.No.14



Item No.


15 1419.65 Providing and laying Cast in situ/ Ready Mix cementconcrete M-25 of trap/ granite/ quartzite/ gneissmetal for R.C.C. Slabs, Waistslab, Steps andLandings as per detailed designs and drawingsincluding centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaceswith cement mortar 1:3 of sufficient minimumthickness to give a smooth and even surface orroughening if special finish is to be provided andcuring etc. complete, (Excluding reinforcement andstructural steel) with fully automatic micro processorbased PLC with SCADA enabled Reversible DrumType mixer/ concrete Batch Mix plant (Pan mixer)etc. complete, with V.S.I. quality Artificial Sand.


13,476,027.63

D.S.R.2017-18 Item No. 25.72R.A.No.15

16 67.61 Providing and laying Cast in situ/Ready Mixcementconcrete M- 25 of trap/ granite/ quartzite/ gneissmetal for R.C.C. chajja as per detailed design anddrawings including centering, formwork, coverblocks, laying /pumping, compacting and rougheningthe surface if special finish is to be provided andcuring complete. (Excluding reinforcement andstructural steel). with fully automatic micro processorbased PLC with SCADA enabled reversible DrumType mixer/ concrete Batch mix plant (Pan mixer)etc. complete. With V.S.I. quality Artificial Sand


663,977.53

D.S.R.2017-18 Item No. 26.07R.A.No.16

17 3479.54 Providing and laying Cast in situ/ Ready Mix cementconcrete in M-25 of trap/ granite/ quartzite/ gneissmetal for R.C.C. Pardi of required thicknessincluding centering, formwork, cover blocks, laying/pumping, compacting, curing, finishing androughening them if special finish is to be providedand curing complete, (Excluding reinforcement andstructural steel) with fully automatic micro processorbased PLC with SCADA enabled Reversible DrumType mixer/ concrete Batch Mix plant (Pan mixer)etc. complete, with V.S.I. quality Artificial Sand.


36,761,862.03

D.S.R.2017-18 Item No. 26.19R.A.No.17

18 1478.07 Providing and fixing in position TMT FE -500 barreinforcement of various diameters for R.C.C. pilecaps, footings, foundations, slabs, beams columns,canopies, staircase, newels, chajjas, lintels pardis,copings, fins, arches etc. as per detailed designs,drawings and schedules, including cutting, bending,hooking the bars, binding with wires or tack weldingand supporting as required complete.

Rs.48555.00 Metric Tonne

71,767,688.85

D.S.R.2017-18 Item No. 26.33R.A.No.18



Item No.


19 229.95 Providing and laying polished machine cut machinepolished kota stone slabs 20 to 25 mm thick fortreads of steps and staircases, with rounded nosingfor the treads on a bed of 1:4 cement mortarincluding cement float, filling joints with neat cementslurry, curing, polishing and cleaning complete.


245,046.22

D.S.R.2017-18 Item No. 33.18R.A.No.19

20 133.71 Providing and laying Antiskid Ceramic tiles ofapproved quality of size 30 cm x 30 cm andconfirming to IS 15622-2006 (Group-B IIA) forantiskid flooring in required position laid on a bed of1:4 cement mortar including cement float, filling jointwith cement slurry cleaning curing etc. complete.


136,905.67

D.S.R.2017-18 Item No. 33.67R.A.No.20

21 19915.97 Providing internal cement plaster 6 mm thick in asingle coat in cement mortar 1:4 without neeru finishto concrete surface in all positions includingscaffolding and curing etc. complete.


2,937,605.58

D.S.R.2017-18 Item No. 32.01R.A.No.21

22 19915.97 Providing neeru finish to plastered surfaces in allpositions including scaffolding and curing etc.complete.


730,916.10

D.S.R.2017-18 Item No. 32.15R.A.No.22

23 3081.90 Providing rough cast cement plaster externally intwo coats to concrete, brick or stone masonrysurfaces in all positions with base coat of 12 to 15mm. thick in C.M. 1:4 and rough cast treatment12mm. thick in proportion 1:1.5:3 includingscaffolding and fourteen days curing complete.


1,421,988.66

D.S.R.2017-18 Item No. 32.12R.A.No.23

24 31259.67 Providing & applying washable oil bound distemperof approved colour and shade to old & new surfacesin two coats including scaffolding, preparing thesurfaces including Primer Coat complete.


1,670,829.36

D.S.R.2017-18 Item No. 36.11+36.01R.A.No.24

25 5283.24 Providing and applying two coats of exterior acraylicemulsion paint confirming to corresponding I.S. ofapproved manufacture and of approved colour tothe plastered surfaces including cleaning ,preparingthe plaster surface, applying primer coat ,scaffoldingif necessary , and watering the surface for two daysetc complete.


1,152,274.64

D.S.R.2017-18 Item No. 35.25R.A.No.25



Item No.


26 2495.22 Providing and fixing 20 to 25 mm thick roughshahabad box type waterproofing for basement orunderground floor on a base of Cement concrete1:3:6, including sub base of 2.50 centimeter thickCement mortar 1:3 with conceal, secrete (RMW),Algae proof or other alike waterproofing liquids,raking of joints upto 35 mm depth, filling the jointswith 6 mm size crushed metal, hand grouting withcement slurry, curing and cleaning, with 7 yearsguarantee on court fee stamp of Rs. 100/- withponding test etc complete. (excluding Cementconcrete 1:3:6 base concrete )


2,100,850.48

D.S.R.2017-18 Item No. 31.12R.A.No.26

27 2201.34 Providing sand faced plaster externally in cementmortar using approved screened sand, in allpositions including base coat of 15 mm thick incement mortar 1:4 using waterproofing compound at1 kg per cement bag curing the same for not lessthan 2 days and keeping the surface of the basecoat rough to receive the sand faced treatment 6 to8 mm thick in cement mortar 1:4 finishing thesurface by taking out grains and curing for fourteendays scaffolding etc.complete.


1,302,092.61

D.S.R.2017-18 Item No. 32.11R.A.No.27

28 113.40 Providing and fixing fire resistant door frame ofsection 50 x 60 mm on horizontal side & 35 x 60 mmon vertical sides having built in rebate made out of1.6 mm thick GI sheet ( Zinc coating not less than120gm/m²) suitable for mounting 120 min Fire RatedGlazed Door Shutters. The frame shall be filled withMineral wool Insulation having density min 96Kg/m³. The frame will have a provision of G.I. Anchorfastners 14 nos ( 5 each on vertical style & 4 onhorizontal style of size M10 x 80 ) suitable for fixingin the opening along with Factory made Templatefor SS Ball Bearing Hinges of Size 100x89x3mm forfixing of fire rated glazed shutter. The frame shall befinished with a approved fire resistant primer orPowder coating of not less than 30 micron in desiredshade as per the directions of Engineer - in- charge. (Cost of SS ball bearing hinges is excluded).

Rs.1260.00 Running Meter

142,884.00

CPWD 2016 Vol.1 - 9.161



Item No.


29 52.92 Providing and fixing 60 mm thick glazed fireresistant door shutters of 120 min Fire Ratingconfirming to IS:3614 (Part II) or EN1634- 1:1999,tested and certified as per laboratory approved byEngineer-in-charge, with suitable mounting on doorframe, consisting of vertical styles, top rail & side rail60 mm x 60 mm wide and bottom rail of 110 mm x60 mm made out of 1.6mm thick G.I. sheet (zinccoating not less than 120gm/m²) duly filled mineralwool insulation having density min 96 kg/m³ andfixing with necessary stainless steel ball bearinghinges of size 100x89x3mm of approved make,including applying a coat of approved fire resistantprimer or powder coating not less than 30 micron etc all complete as per direction of Engineer-in-charge(panelling to be paid for seperately).


361,938.40

CPWD 2016 Vol.1 - 9.16230 10.50 Providing and fixing glazing in fire resistant door

shutters, fixed panels, & partitions etc, with G.I.beading made out of 1.6mm thick G.I. sheet (zinccoating not less than 120gm/sqm) of size 20x33 mmscrewed with M4 x38mm SS screws at distance75mm from the edges and 150mm c/c, includingapplying a coat approved fire resistant primer /powder coating of not less than 30 micron on G.I.beading, & Special ceramic tape of 5x 20mm sizeetc. complete in all resepect as per NBC 2016, IS16231(Part 3):2016 and as per direction of Engineerin charge with glass of required thickness having120 minutes of fire resistance both intigrity andradiation control (EW120) and minimum 20min ofinsulation (EI20). The manufacturer have to give testreport / certification of fire glass and the glassshould have stamp showing the value of E,EW & EI.The glass shall be tested in approved NABLaccredited lab or by other accreditation body whichoperates in accoradance with ISO/IEC 17011 andaccredits labs as per ISO/IEC 17025 for testing andcalibration scopes shall be eligible. The maximumglazing size shall not be more than 1100x2200mm(wxh) or 2.42sqm.


357,618.45

CPWD 2016 Vol.1 - 9.16431 42.00 Providing and fixing panic bar / latch (Double point)

fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, allncomplete.

Rs.6143.30 Number 258,018.60

CPWD 2016 Vol.1 - 9.13932 -10146.10 Credit for Hard Rock reusing with 15% Bulkage Rs.450.00 Cubic

Metre-4,565,745.00

D.S.R.2017-18 Item No. Sr.No15 Page No. 356

Rs.450.00Total for Work upto Parking Slab 255,996,180.82

Material Rate



Item No.


1 67.67 Filling in plinth and floors with approved excavatedmaterials in 15 cm to 20 cm layers including watering &compaction complete.


4,611.71

S.S.R.2017-18 Item No. 21.36R.A.No.1

2 69.19 Providing fly ash brick masonry with conventional/ I.S.type bricks in cement mortar 1:6 in superstructureincluding striking joints, raking out joints, watering andscaffolding etc. Complete


378,708.01

S.S.R.2017-18 Item No. 27.13R.A.No.2

3 665.88 Providing internal cement plaster 12 mm. thick in singlecoat in cement mortar 1:5 without neeru finish toconcrete or brick surfaces, in all positions includingscaffolding and curing etc. complete.


138,669.51

S.S.R.2017-18 Item No. 32.03R.A.No.3



24,437.80

S.S.R.2017-18 Item No. 32.15R.A.No.4

5 694.29 Providing & applying washable oil bound distemper ofapproved colour and shade to old & new surfaces intwo coats including scaffolding, preparing the surfacesincluding Primer Coat complete.


37,109.69

S.S.R.2017-18 Item No. 36.11+36.01R.A.No.5

6 224.21 Providing and fixing rolling shutter fabricated from steellaths of minimum thickness 0.9 mm. with lock plate of3.15 mm. thickness reinforced with 35 x 35 x 5 mm.angle section fitted with sliding bolts and handles forboth sides, deep M.S. channel section of depth andthickness not less than 65 mm. and 3.15 mm.respectively with hold fast arrangements, M.S. Bracketplate 300 x 300 x 3.15 mm. minimum size and shapewith square bar, suspension shaft of minimum 32 mm.diameter, hood cover of M.S. sheet not less than 0.9mm. thickness and of any size at top and safetydevices including mechanical gear operationarrangement consisting of worm gear wheels andworms of high grade cast iron or mild steel and onecoat of red lead primer etc. complete. (I.S. 6248-1979)(Without mechanical gear).


671,396.85

S.S.R.2017-18 Item No. 39.24R.A.No.6

Name of Work : Construction of Affordable Housing Project 1528 EWS and 783 LIG Dwelling Units in Sector 12 of PCNTDASub Estimate 1 - Shops



Item No.


7 10.80 Providing and fixing steel frame door of angle 50 x 50 x6 mm. with mild steel bars 16 mm dia. horizontally at 10mm. c/c for ventilator portion including iron hold fastboxes for fixing shutters including welding, finishing,painting etc. complete.


11,742.84

S.S.R.2017-18 Item No. 39.35R.A.No.7

8 6.00 Providing and fixing Orissa type white glazedearthenware 575 mm water closet pan including 'S' trapwith earthenware foot rests, cast iron soil and vent pipeupto outside face of the wall 1:2:4 brick bat limeconcrete bedding without flushing tank and itsaccessories etc.complete.

Rs.2706.30 Number 16,237.80

S.S.R.2017-18 Item No. 42.30R.A.No.8

9 4.26 Providing and laying Cast in situ/Ready Mix cementconcrete M- 25 of trap/ granite / quartzite/ gneiss metalfor R.C.C. slabs and landings as per detailed designsand drawings including centering, formwork, coverblocks, compaction, finishing the formed surfaces withcement mortar 1:3 of sufficient minimum thickness togive a smooth and even surface or roughening ifspecial finish is to be provided and curing etc.complete.(Excluding reinforcement and structuralsteel).with fully automatic micro processor based PLCwith SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.WithV.S.I. quality Artificial Sand

Rs.9492.50 Number 40,438.05

S.S.R.2017-18 Item No. 25.72R.A.No.9

10 10.62 Providing and laying Antiskid Ceramic tiles of approvedquality of size 30 cm x 30 cm and confirming to IS15622-2006 (Group-B IIA) for antiskid flooring inrequired position laid on a bed of 1:4 cement mortarincluding cement float, filling joint with cement slurrycleaning curing etc. complete.


10,873.82

D.S.R.2017-18 Item No. 33.67R.A.No.10

11 25.77 Providing and laying ceramic tiles of having size 30 cm.x 30 cm. and confirming to corresponding I.S. for dadoand skirting in required position with readymadeadhesive mortar of approved quality on plaster of 1:2cement mortar including joint filling with white/ colourcement slurry cleaning curing etc. complete.


25,331.91

D.S.R.2017-18 Item No. 33.25R.A.No.11

Total 1,359,557.99



Item No.


1 36.19 Filling in plinth and floors with approved excavatedmaterials in 15 cm to 20 cm layers including watering &compaction complete.


2,466.35

S.S.R.2017-18 Item No. 21.36R.A.No.1

2 64.97 Providing fly ash brick masonry with conventional/ I.S.type bricks in cement mortar 1:6 in superstructureincluding striking joints, raking out joints, watering andscaffolding etc. Complete


355,610.05

S.S.R.2017-18 Item No. 27.13R.A.No.2

3 517.38 Providing internal cement plaster 12 mm. thick in singlecoat in cement mortar 1:5 without neeru finish toconcrete or brick surfaces, in all positions includingscaffolding and curing etc. complete.


107,744.39

S.S.R.2017-18 Item No. 32.03R.A.No.3



18,987.85

S.S.R.2017-18 Item No. 32.15R.A.No.4

5 517.38 Providing & applying washable oil bound distemper ofapproved colour and shade to old & new surfaces intwo coats including scaffolding, preparing the surfacesincluding Primer Coat complete.


27,653.96

S.S.R.2017-18 Item No. 36.11+36.01R.A.No.5

6 102.95 Providing and fixing rolling shutter fabricated from steellaths of minimum thickness 0.9 mm. with lock plate of3.15 mm. thickness reinforced with 35 x 35 x 5 mm.angle section fitted with sliding bolts and handles forboth sides, deep M.S. channel section of depth andthickness not less than 65 mm. and 3.15 mm.respectively with hold fast arrangements, M.S. Bracketplate 300 x 300 x 3.15 mm. minimum size and shapewith square bar, suspension shaft of minimum 32 mm.diameter, hood cover of M.S. sheet not less than 0.9mm. thickness and of any size at top and safetydevices including mechanical gear operationarrangement consisting of worm gear wheels andworms of high grade cast iron or mild steel and onecoat of red lead primer etc. complete. (I.S. 6248-1979)(Without mechanical gear).


308,283.78

S.S.R.2017-18 Item No. 39.24R.A.No.6

Name of Work : Construction of Affordable Housing Project 1528 EWS and 783 LIG Dwelling Units in Sector 12 of PCNTDASub Estimate 1 - Offices



Item No.


7 48.60 Providing and fixing steel frame door of angle 50 x 50 x6 mm. with mild steel bars 16 mm dia. horizontally at 10mm. c/c for ventilator portion including iron hold fastboxes for fixing shutters including welding, finishing,painting etc. complete.


52,842.78

S.S.R.2017-18 Item No. 39.35R.A.No.7

8 18.00 Providing and fixing Orissa type white glazedearthenware 575 mm water closet pan including 'S' trapwith earthenware foot rests, cast iron soil and vent pipeupto outside face of the wall 1:2:4 brick bat limeconcrete bedding without flushing tank and itsaccessories etc.complete.

Rs.2706.30 Number 48,713.40

S.S.R.2017-18 Item No. 42.30R.A.No.8

9 40.58 Providing and laying Antiskid Ceramic tiles of approvedquality of size 30 cm x 30 cm and confirming to IS15622-2006 (Group-B IIA) for antiskid flooring inrequired position laid on a bed of 1:4 cement mortarincluding cement float, filling joint with cement slurrycleaning curing etc. complete.


41,549.86

D.S.R.2017-18 Item No. 33.67R.A.No.10

10 89.06 Providing and laying ceramic tiles of having size 30 cm.x 30 cm. and confirming to corresponding I.S. for dadoand skirting in required position with readymadeadhesive mortar of approved quality on plaster of 1:2cement mortar including joint filling with white/ colourcement slurry cleaning curing etc. complete.


87,545.98

D.S.R.2017-18 Item No. 33.25R.A.No.11

Total 1,051,398.40



Item No. Item of Work SSR Item No Rate Unit Amount

LIG -8 EWS-8 EWS-12 Total

18.00 712.80 52.80 871.20 1636.80Providing and fixing 75 mm diameter stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtuers and fiting such as bends, tees,single junctions slotted vent, clamps etc. complete.

S.S.R.2017-18 Item No. 42.15 367.00 Running Metre 600705.60

19.00 475.20 26.40 435.60 937.20Providing and fixing in position UPVC ultra violet stabilized 110 mmouter diameter cowl dome confirming to I.S. 4985 including makingjoints with solvent cement etc. complete.

S.S.R.2017-18 Item No. 42.84 70.25 Number 65838.30

20.00 0.00 0.00 0.00 0.00

Providing and fixing P.V.C. Rain water pipes of 110mm outer diameterand having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592-1992 including proper rainwater receiving recess with P.V.C. plug, bend,necessary fittings, such as, offsets, shoes, inluding fixing the pipe onwall using approved wooden cleats projecting 25mm to 40mm from faceof wall a fixing with clips of approved quality and number ,filing the jointusing rubber gasket with solvent cement and properly resting the shoeof pipes on C.C. or masonry blocks, including necessary scaffolding andmaintenance for 3 yrs for any leakages or dislocations of pipes. All theP.V.C. fittings and additional 2 piece socket clips shall be got approvedfrom engineer in charge etc. complete. (The contractor shall give 3 yrsguarantee bond for payment)


21.00 237.60 0.00 0.00 237.60

Providing and fixing 75 mm diameter stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtuers and fiting such as bends, tees,single junctions slotted vent, clamps etc. complete. ( Rain water pipeindivisual Terraces )


22.00 118.80 13.20 145.20 277.20

providing and fixing P.V.C rain water pipes of 160mm outer diameterand having wall thickness of 2.2 to 2.7 mm confirming to I.S 13592-1992including proper rainwater receiving recess with P.V.C plug, bend,necessary fittings , such as offsets, shoes, includingfixing the pipe onwall using approved wooden cleats projecting 25mm to 40mm from faceof the wall a fixing with clips of approved quality and number , filling thejoint using rubber gasket with solvvent cement and properly resting theshoe of pipes on C.C or masonary blocks, inckuding necessaryscaffolding and maintenance for 3 yrs for any leakages or dislocations ofpipes. all the P.V.C fittings and additional 2 piece socket clips shall begot approved from engineer in charge etc. complete.Spec No.: asdirected by Engineer in charge.

BDV - 42.85 453.60 Running Metre 125737.92

0.00 0.00 0.00 0.00

providing and fixing in position UPVC ultra violet stabilized 110mm outerdiameter cowl dome confirming to I.S 4985 including making joints withsolvent cement etc complete. Spec No.: specifications

42.25 24.06 Number 0.00

23.00 144.00 16.00 110.00 270.00

Providing and fixing 15 cm x 10 cm salt glazed stoneware gully trap incement concrete 1:4:8 out side the building including cast iron grating inthe sink, connecting glazed stonewre pipe brick masonry chamber withcast iron lid and cast iron grating for the gully trap.

D.S.R.2017-18 Item No. 21.10 993.50 Number 268245.00

Name of Work : Housing Scheme in Sector 12 by PCNTDA under PMAY - EWS Building P + 11 / 12 Units per Floor

Sub Estimate I - Abstract - Water Supply & Sewerage

Quantity



Item No. Item of Work SSR Item No Rate Unit AmountQuantity

24.00 1188.00 115.50 1694.00 2997.50

Providing and laying concrete pipe of I.S.NP. class of 225 mmdiameter in proper line, level and slope including necessary collars,excavation, laying, fixing with collars in cement mortar 1:1 and refillingthe trench complete.


25.00 9.00 1.00 11.00 21.00

Providing and making ISI Mark ferrule connection of 50 millimetrediameter to water main including ferrule coupling cast iron bell mouthcover, built in non return valve and fixing including excavation andreinstatement complete.


26.00 9.00 1.00 11.00 21.00

Providing and fixing 50mm diameter water meter with non return valveincluding strainer,sockets/ union nut and including water meter boxmaking locking arrangement and lock. [ without chamber ]


27.00 180.00 20.00 286.00 486.00

Providing and constructing Brick Masonry intercepting trap Chamber 90cm x 45 cm including 1:4:8 Cement Concret foundation,1:2:4 C.C.channels/ half round glazed stoneware pipe channel, salt glazedstoneware intercepting trap with rodding pipe set in 1:4:8 cementconcrete block, brick masonry plastering inside and outside, fixed incement concrete with R C C cover


28.00 9.00 1.00 11.00 21.00

providing and constructing Brick Masonary Trap chamber 90cm X 45cm including 1 :4 :8 cement concreate foundation 1 :2 :4 cement concreate channels half round G S W pipes stone ware intercepting trap with rodding pipe set in 1: 4 :8 cement concrete block Brick massonry plastering from inside and outside with frame fixed in in cement concrete with RCC Cover Spec.No;Bd.V44Page No.575

42.15 7141.05 RMT 149962.05

Total 6809486.20



Rate Amount Rate Amount

10-2-24Providing round bottom FIRE Bucket of 9 Litres capacity as per IS : 2546 made out of 24 gauge G.I. sheet with extra handle at bottom duly painted white inside and red outside with FIRE Mark, on provided stand/ wall hook.

2.00 Each 701 1402 74 148 1550

10-2-25

Providing floor mounting stand for keeping 4 Nos. of FIRE buckets 1500mm in length, 900mm in height frame made out of 30x30x4 mm angle iron with cross supports for legs, welded with 4 hooks and duly painted with one coat of red lead and two coats of silver paint.

2.00 Each 3187 6374 111 222 6596

10-2-27

Supplying standard first aid box with necessary antiseptic cream, medicine for use on wounds due burn, crepe bandage, gauge bandage, medicated ready to use bandage (Band-aid) adhesive tape for medicinal use, scissors, anti-septic solution (Savlon or similar) etc. (All above contents shall be of standard makes)

2.00 Each 765 1530 0 1530

10-2-34

Supplying and erecting D.C.P. type Fire Extinguisher 5 kg capacity cartridge type with Gun Metal cap 150 gram CO2 gas cartridge, powder and brackets conforming to IS 2171-1985 and complete erected with necessary clamps made from 50x6 mm M.S. flat with nuts & bolts grouted in wall complete.

4.00 Each 3289 13156 74 296 13452

10-2-36

Supplying & erecting Carbon Dioxide (CO2) fire extinguisher of 4.5 kg. Capacity Cartridge type conf. To IS 2878 Complete erected with necessary clamp made front 50x6 mm. M. S. flat with nut & bolts grouted in wall complete.

4.00 Each 12850 51400 74 296 51696

10-2-38Supplying and erecting ABC powder type 'Ceasefire' type fire extinguisher as per IS : 13849 of 1 kg capacity with necessary clamp for erection on wall.

4.00 Each 2442 9768 74 296 10064

13-2-3

Supplying and installing, testing, perfect aligning and proper leveling and commissioning of fire service main pump, multistage, of 2800 LPM (Litres/min.) at 80m head centrifugal type, 50 HP, (45 kW) or of suitable HP as per specification No. FF-MFP/MSC

4.00 Each 460647 1842588 13893 55572 1898160

13-4-2

Supplying installing, testing, commissioning of Jockey Pump of 240 LPM at 80 mtr. head 3 ph. 440 A.C., 20 HP (18.5 kW) or of suitable HP with suitable Stages as per specification No. FF-MFP/JP

2.00 Each 127153 254306 5319 10638 264944

CSR Item No.

FIRE BOQ PARKING TO UGWT

Sub Estimate I - FIRE FIGHTING SYSTEM

UNITSupply Labor

Total AmountFinal Total QTY

Description of Item




CSR Item No. UNITSupply Labor


Description of Item

13-5-4 (New) Booster Pump of 900 LPM at average 40 m Head, 12.5 HP either Monoblock or of suitable HP with suitable Stages. 0.00 Each 48048 0 4990 0 0

13-6-2Supplying and installing G.I.pipe above ground of ‘C’ class ERW of size 25 mm dia with necessary fittings as per specification no. FF-PP 30.00 m 206 6180 91 2730 8910

NON DSRSupplying and installing G.I.pipe above ground of ‘C’ class ERW of size32

mm dia with necessary fittings as per specification no. FF-PP 0.00 m 300 0 80 0 0

NON DSRSupplying and installing G.I.pipe above ground of ‘C’ class ERW of size

40mm dia with necessary fittings as per specification no. FF-PP 0.00 m 400 0 80 0 0

13-6-3Supplying and installing G.I.pipe above ground of ‘C’ class ERW of size 50 mm dia with necessary fittings as per specification No. FF-PP 0.00 m 451 0 91 0 0

13-6-4Supplying and installing G.I.pipe above ground of ‘C’ class ERW of size 75/80 mm dia with necessary fittings as per specification No. FF-PP 300.00 m 717 215100 106 31800 246900



13-6-9 (New) Providing coating of Bitumen Paint & 4mm thick Wrapping as per IS 10221 for underground 150 mm Ring Main of Fire Fighting System. 2295.00 m 180 413100 292 670140 1083240

13-7-3Supplying and installing cast iron foot valve ball type/flap type of size150 mm dia with strainer for negative suction as per specification No. FF-VL/FV

6.00 Each 14757 88542 705 4230 92772

13-7-4Supplying and installing cast iron foot valve ball type/flap type of size200 mm dia with strainer for negative suction as per specification No. FF-VL/FV

0.00 Each 29128 0 705 0 0

13-7-8Supplying and installing 200 mm dia end line strainer for +ve suction as per specification No. FF-VL/ELS 0.00 Each 10853 0 705 0 0

13-7-11 Supplying and installing cast iron double flange sluice valve 150 mm dia. as per specification No. FF-VL/SV 6.00 Each 10058 60348 705 4230 64578

13-7-13 Supplying & Installing cast iron double flange butterfly valve of size 75/80 mm dia. as per specification No. FF-VL/BFV 0.00 Each 2674 0 379 0 0






Description of Item

13-7-15 Supplying & Installing cast iron double flange butterfly valve of size 150 mm dia. as per specification No. FF-VL/BFV 0.00 Each 5317 0 705 0 0

13-7-17 Supplying and installing double flange NRV of size 75/80 mm dia as per specification No. FF-VL/NRV 0.00 Each 6241 0 379 0 0

13-7-20 Supplying and installing double flange NRV of size 150 mm dia as per specification No. FF-VL/NRV 6.00 Each 19822 118932 705 4230 123162

13-7-30 (New)

Supplying and installing gun metal Stainless Steel Double outlet hydrant valve fitted with necessary accessories complete as per specification No. FF-VL/HV

120.00 Each 11993 1439160 379 45480 1484640

13-8-1Supplying & installing One piece moulded HDP / Fibre water tank. for -ve suction only, having capacity 1000 ltrs.fitted with necessary accessories complete as per specification No. FF-FFA/PT

2.00 Each 9208 18416 242 484 18900

13-8-3

Supplying and installing wall mounting swinging Hose reel drum fitted with 19 mm dia. 30m high pressure polypropylene (Polyhose) long fitted with necessary accessories complete as per specification No. FF-FFA/HV

0.00 Each 6779 0 379 0 0

13-8-5Supplying fire fighting C.P. (controlled percolation) Hose pipe, 63mm dia, 15m in length, fitted with necessary accessories complete as per specification no. FF-FFA/CPH

240.00 Each 4316 1035840 0 1035840

13-8-11 (New) Supplying SS branch Pipe 63 mm Ø fitted with 20 mm dia detachable hexagonal nozzle as per specifications No. FF-FFA/NEW 120.00 Each 1903 228360 0 228360

13-8-13 Supplying and installing fire brigade Header of 150 mm Ø, for supplying water in fire tank as per specification No. FF-FA/FBC 2.00 Each 9238 18476 388 776 19252

13-8-14Supplying and installing fire brigade Header (Siamese Connection) of 150 mm Ø for supplying water to wet riser system as per specification No. FF-FFA/SMC

2.00 Each 11152 22304 379 758 23062

13-8-15Supplying and installing Air Vessel of 300 mm Ø 1.5m in height M.S. tank installed inside pump house as per specification No. FF-FFA/ACT 2.00 Each 11654 23308 461 922 24230

13-8-16Supplying and erecting 20/25mm Ø G.M.air release cock, with necessary G.I. coupling to be fitted on top of Air vessel or on wet riser as per specification No. FF-FFA/ARV

2.00 Each 705 1410 102 204 1614

13-8-17

Supplying and installing pressure gauge of 100 mm Ø., 0-300 PSI or 0-14 kg per cm square fitted with 12/15 mm Ø. pad cock valve, and G.I. pipe, elbow etc. as per requirement in an approved manner as per specification No. FF-FFA/PG

12.00 Each 668 8016 102 1224 9240

13-8-18Supplying and installing DANFOSS make pressure switch with 12/15 mm Ø isolation valve, G.I. nipple, elbow etc. in an approved manner as per specification No. FF-FFA/PS

6.00 Each 1714 10284 102 612 10896






Description of Item

13-8-21

Supplying and erecting M.S./CRCA cabinet for housing single hydrant valve (size 400 x 400 x 400mm.) made from 16 SWG sheet and angle iron 25 mm. x 25 mm. x 4 mm. having front doors with viewing glass (8"x6") and locking arrangement with necessary fixing material such as rubber bidding etc. duly painted in post box red colour.

120.00 Each 4467 536040 720 86400 622440

13-8-23

Supplying and erecting M.S./CRCA cabinet for housing Floor Hydrant valve, hose pipe, hose reel and branch pipe (size 1000 mm x 736mm x 736 mm.) made from 16 SWG sheet and angle iron 25 mm. x 25 mm. x 4 mm. having front doors with viewing glass (8"x6") and locking arrangement with necessary fixing material such as rubber bidding etc. duly painted in post box red colour.

0.00 Each 14381 0 1070 0 0

14609318



Sr.No. Quantity Item Description Unit DSR NO Rate Amount

Electrical installation - Internal Works

1 1022.91Supplying and erecting PVC trunking (PVC casing-n-capping) of size 25 mm with accessories on wall/ceiling as per specification No : WG-MA/CON, para no. 1.1.2

M (1-2-11) 34.00 34,778.94

2 610.74Supplying and erecting PVC trunking (PVC casing-n-capping) of size 40 mm with accessories on wall/ceiling as per specification No : WG-MA/CON, para no. 1.1.2

M (1-2-13) 61.00 37,255.14

3 6268.64Supplying and erecting rigid PVC conduit 25 mm dia. with PVC accessories on wall /ceiling as per specification No: WG-MA/CON, para no. 1.1.1

M (1-2-8) 73.00 457,610.72

4 3363.75

Providing & erecting Hot deeped Galvanised Ladder type Cable tray manufactured from 16 swg (1.6 mm thick) GI sheet of 500 mm width & 100 mm height comprising all required standard accessories (New)

M (7-11-5) 759.00 2,553,086.25

5 379.44

Supplying and erecting mains with 2x1.5 sq.mm F.R copper PVC insulated wire laid in provided conduit/ trunking/ inside pole/Bus bars or any other places as per specification No : WG-MA/BW

M (1-3-3) 34.00 12,900.96

6 6315.56

Supplying and erecting green colour earthing with 1x 1.5 sq.mm F.R copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No : WG-MA/BW

M (1-3-3) 17.00 107,364.52

7 5931.80

Supplying and erecting mains with 2x2.5 sq.mm F.R copper PVC insulated wire laid in provided conduit/ trunking/ inside pole/Bus bars or any other places. as per specification No : WG-MA/BW

M (1-3-5) 51.00 302,521.80

8 6268.16


M (1-3-5) 25.50 159,838.08

9 6268.16

Supplying & erecting mains with 2x4 sq.mm F.R copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW M (1-3-7) 70.00 438,771.20

10 211.00Supplying and erecting modular type switch 6A / 10A ISI mark approved make duly erected on provided plate and box with wiring connections complete.

Each (1-8-1) 75.00 15,825.00

11 229.00

Supplying and erecting modular type 3 pin 6A multi socket with safety shutter ISI mark approved make duly erected on provided plate and box with wiring connections complete. Each (1-8-10) 104.00 23,816.00

12 120.00Supplying and erecting modular type switch 16 / 20 A with indicator, ISI mark, approved make duly erected on provided plate and box with wiring connections complete.

Each (1-8-6) 126.00 15,120.00

13 120.00

Supplying and erecting modular type 3 pin 6 / 16A multi socket with safety shutter ISI mark approved make duly erected on provided plate and box with wiring connections complete.

Each (1-8-11) 149.00 17,880.00

14 0.00Supplying and erecting modular type T.V. socket single outlet ISI mark approved make duly erected on provided plate and box with wiring connections complete.

Each (1-8-14) 80.00 -

15 0.00

Supplying and erecting modular type telephone socket one gang with safety shutter ISI mark approved make duly erected on provided plate and box with wiring connections complete.

Each (1-8-15) 80.00 -

16 72.00

Supplying and erecting modular type electronic step regulator for fan two module ISI mark approved make duly erected on provided plate and box with wiring connections complete. Each (1-8-23) 332.00 23,904.00

17 36.00Supplying and erecting modular type blanking plate one module ISI mark approved make duly erected on provided plate & box.

Each (1-8-25) 17.00 612.00

Name of the Work:- CONSTRUCTION OF AFFORDABLE HOUSING PROJECT EWS/LIG DWELLING UNITS IN SECTOR 12 OF PCNTDA

Sub Estimate I - ABSTRACT Internal Electrification in Parking Floor

Building EWS 1BHK - 12 U per Flr ( A & A1 Type)Building EWS 1BHK - 8 U per Flr ( B & B1 Type) Building LIG 2 BHK - 8 U per Flr ( C & C1 Type)




18 0.00Supplying and erecting modular type blanking plate two module ISI mark approved make duly erected on provided plate & box.

Each (1-8-26) 22.00 -

19 36.00Supplying and erecting PVC Surface modular switch box with double mounting plate for 2 module duly erected in an approved manner

Each 1-8-28 136.00 4,896.00

20 0.00Supplying and erecting PVC Surface modular switch box with double mounting plate for 3 module duly erected in an approved manner.

Each (1-8-29) 146.00 -


Each (1-8-30) 171.00 8,550.00


Each (1-8-31) 229.00 -

23 36.00Supplying and erecting PVC Surface modular switch box with double mounting & front plate for 8 module complete duly connected.

Each (1-8-32) 289.00 10,404.00


Each (1-8-33) 374.00 20,196.00

25 36.00Wiring for plug on board with Switch socket with copper wiring and earthingas per specification No:WG-PW/SW Point

(1-9-13) PWD

Approwed353.00 12,708.00

26 1092.00

Point wiring in PVC trunking (casing-capping) with 1.5 sq.mm (2+1E) FRLS grade copper wire, modular type switch,earthing and required accessories as per specification No: WG-PW/SW

Point(1-9-16)

PWD Approwed

421.00 459,732.00

27 72.00

Point wiring PVC trunking (casingcapping)with 1.5 sq.mm (2+1E) FRLS grade copper wire, modular type switch,earthing and required accessoriesas per specification No: WG-PW/SW(fan wiring)

Point(1-9-18)

PWD Approwed

446.00 32,112.00

28 23110.00Supplying and erecting telephone cable 2 pair with 0.5 mm dia. laid in provided PVC casing / conduit asper specification No. WG-TW

M (1-10-2) 19.00 439,090.00

29 1470.00Supplying & erecting Jelly filled unarmoured TelephoneCable 50 pair with 0.5 mm dia. laid in provided PVC casing /conduit as per specification No. WG-TW

M (1-10-12) 339.00 498,330.00

30 210.00 Supplying, erecting & commissioning Junction box suitable for 10pairs as per specification No. WG-TW Each (1-11-12) 589.00 123,690.00

31 0.00 Supplying & installing Co-axial cable low voltage grade RG-11 as per specification No. WG-TW M (1-10-19) 61.00 -

32 0.00

Supplying and erecting Ding Dong / electronic musical type call bell with heavy duty coil suitable to operate on 230V A.C. supply erected on polished double wooden block/sunmica block of suitable size.

Each (2-2-13) 108.00 -

33 600.00

Supplying & erecting ready to use Retrofit T8 LED 18 / 20 tube light with polycarbonate body, heat sink, integrated HF electronic driver complete & compatible to T8 / T12 LED luminaire by disconnecting starter & ballast if necessary.

Each (2-1-30) 593.00 355,800.00

34 72.00Supplying and fixing Anchor type fastener Fan hook, with 2 Nos of 10 mm dia x 75 mm long with necessary materials for Ceiling Fan.

Each (2-12-2) 82.00 5,904.00

35 642.00Supplying, erecting & marking SPMCB 6A to 32A, C-series (for motor/power) in provided distribution board as per specification No. SW-SWR/MCB

Each (5-3-2) 152.00 97,584.00

36 2464.00

Providing, erecting & commissioning RCCB only of electro magnetic type with 30/100/300 mA sensitivity and having capacity of 16/25 A. 2 pole complete as per specification No. SW-RCCB/RCCB (ELCB)

Each (5-6-1) 1775.00 4,373,600.00

37 102.00

Supplying and erecting single pole and neutral distribution board (SPNDB) with door surface/flush mounted with 2 ways for incoming and 6ways for outgoing SP MCB’s on iron frame/laminated board as per specification No. SW- SWR/MCBDB

Each (5-4-18) 1139.00 116,178.00

38 42.00


Each (5-4-17) 966.00 40,572.00

39 2347.00Supplying and erecting CRCA sheet metal one way enclosures suitable for D.P.M.C.B. /T.P. M.C.B. /F.P M.C.B. complete erected on angle iron/G.I. frame.

Each (5-4-23) 369.00 866,043.00




40 1582.00Supplying, erecting & marking SPMCB 6A to 32A, B- series (for lighting) in provided distribution board as per specification No. SW-SWR/MCB (for lighting internal)

Each (5-3-3) 151.00 238,882.00

41 103.00Supplying, erecting & marking FPMCB 6A to 32A in provided distribution board as per specification No. SW-SWR/MCB Each (5-3-16) 951.00 97,953.00

42 42.00Supplying, erecting & marking DPMCB 6A to 32A, C- series (for motor/power) in provided distribution board as per specification No. SW-SWR/MCB

Each (5-3-6) 460.00 19,320.00

43 278.76

Supplying and erecting marine plywood 18/19 mm thick fixed to wall or on provided panel board with necessary materials such as screws, wall fasteners supports, nuts bolts etc. complete.( 2X2 MTR)

Sqm (6-1-15) 1157.00 322,525.32

44 168.00

Providing earthing with Copper earth plate size 60 x 60 x 0.315 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover with minimum 25 kg ofmaintenance free earth conductivity enhancing mineral earthing compound complete with all materials, testing & recording the results as per specification no ESE -LA

Each (9-1-6) 14449.00 2,427,432.00

45 0.00

Supplying & erecting conventional spike type air termination suitable to carry lightning stroke made up of heavy gauge 40 mm dia copper pipe of standard length with 5 Nos. copper spikes fixed on copper ball as air terminals duly threaded in copper pipe erected on provided foundation in an approved manner

Each (9-3-1) 4245.00 -

46 42.00 Providing and Back filling earth conductivity enhancing mineral earthing compound of 25 kg Bag complete. Each (9-3-2) 4955.00 208,110.00

47 696.00

Supplying and erecting G.I. strip of required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joint required. as per specification No (EA-EP).

Kg (9-2-3) 178.00 123,888.00

48 21.00

Supplying and erecting Static Energy meter 415-V 50100A ISI mark meter with cycles A.C. 3 phase 4 wiresLCD/LED Display complete erected on polished T.W. board duly wired with required size of weather proof PVC wires duly tested for class II accuracy by electric supply company.

Each (6-3-4) 5129.00 107,709.00

49 21.00

Providing & erecting 4 Pole MCCB upto 100A, 415V capacity with S.C. rating 25 kA (Ics=100% of Icu), thermal setting with provided leads on iron frame /laminated board as per specification No. SW-SWR/MCCB

Each (5-5-1) 5354.70 112,448.70

50 14048.59

Supplying and erecting Iron, sheet metalwork consisting of CRCA Sheets, Various sections of iron, Plates, Chequered Plates,Rods, Bars, MS pipes, etc. for panel board orany other purposes complete with bending,cutting, drilling and welding complete erectedat the position with necessary materials duly painted with one coat of red oxide and two coats of enamel paint to match the switchgears or as per directions by the authority

Kg (6-1-20) 119.00 1,671,781.73

51 63.00

Supplying and erecting Bus bar chamber triple pole withneutral with four Copper bars, 500V200A complete as perspecification no. CP-BB m (6-2-8) 7849.00 494,487.00

52 2311.00 MSEDCL Charges such as S/D, CRA, etc. Each NON - CSR 10000.00 23,110,000.00

53 18.00

Supplying and erecting single pole and neutral distributionboard (SPNDB) with doorsurface/flush mounted with 2ways for incoming and 10 ways for outgoing SP MCB’s oniron/ G.I. frame/wooden board as per specification No. SWSWR/MCBDB

Each (5-4-19) 1393.00 25,074.00

Total Electrical Instalation (EI Internal building) 40,626,284.36

L 0.00 Passanger LIFT Each NON - CSR 2706719.40 - Supply Installation, Comissioning & Tesing of MRL type elevators, 16 passenger capacity, G+11 upper floor with emergency evacuation system as specified in specification with necessary permission of Lift Inspector.LMR or MRL type - LMR Type

S Solar System




0.00supply instalation testing &commisioning with Three years comprehensive maintenance of 2Kw grid connected SPV power plant on elevated roof Each

Approved by MNRE

65000 -

F Fire Alarm System

1 21.00

Supplying, erecting, testing and commissioning Manual Call Point (Pill box) with break glass push button in metal enclosure complete as per specification No. FF-FAAS/MCP Nos (13-10-1) 486.00 10,206.00

2 21.00 Supply and erecting hooters with CRCA enclosure complete as per specification No. FF-FAAS/HTR Nos (13-10-2) 569.00 11,949.00

3 21.00 Supplying, erecting and testing remote response indicators as per specification No. FF-FAAS/RRI Nos (13-10-3) 183.00 3,843.00

4 375.90Supplying and erecting XLPE armoured cable 2 core 1.5 sq.mm. copper conductor complete erected on wall/ ceiling as per specification No. CB-LT/CU

RMT (13-10-4) 92.00 34,582.80

5 42.00

Supplying, erecting, testing and commissioning the 2 Zones Microprocessor based conventional Fire Alarm Control Panel (FACP) with standard accessories complete as per pecification No. FF-FAAS/FACP

Nos (13-10-14) 15870.00 666,540.00

6 42.00

Supplying, erecting, testing and commissioning 2 Zone, local signal control panel (LCP) with standard accessoriescomplete as per specification No. FF-FAAS/LCP Nos (13-10-15) 4798.00 201,516.00

Total FIRE Alarm 928,636.80

C CCTV

1 5640.00Supplying & installing UTP networking Cat-6 cable suitable for LAN / WAN Computer net-working as per specification No. WG-COC/NC

M (1-12-1) 41.00 231,240.00

2 210.00 Supplying, installing & testing UTP Connector (RJ-45) asper specification No. WG-NAS/UTPC. M (1-14-1) 79.00 16,590.00

3 42.00Supplying, fixing, and configuring 8-ports 10/100/1000MbpsUnmanaged Gigabit PoE Switch( New) EACH (1-14-33) 14810.00 622,020.00

4 1543.00

Supplying and laying (including excavation) 50 mm outsidedia. double wall corrugated pipes (DWC)of HDPE forenclosing cable below ground/road surface, to required depth complete.

M (7-6-11) 185.00 285,455.00

5 1260.00

Supplying and erecting PVC trunking (PVC casing-ncapping) of size 25 mm with accessories on wall/ceiling as per specification No: WG-MA/CON, para no. 1.1.2 M (1-2-11) 34.00 42,840.00

6 420.00

Supplying and erecting PVC trunking (PVC casing-ncapping) of size 40 mm with accessories on wall/ceiling as per specification No: WG-MA/CON, para no. 1.1.2 M (1-2-13) 61.00 25,620.00

7 2100.00

Supplying & erecting mains with 2x2.5 sq.mm F.R copperPVC insulated wire laid in provided conduit/trunking/insidepole/Bus bars or any other places. as per specification No:WG-MA/BW M (1-3-5) 51.00 107,100.00

8 2309.00

Supplying & erecting Earth mains with1x1.5 sq.mm F.R copper PVC insulated wire laid in provided conduit/trunking/ inside pole/Bus bars or any other places as per specification No: WG-MA/BW

M (1-3-5) 25.50 58,879.50

9 125.00Supplying and erecting modular type switch 6A / 10A ISImark approved make duly erected on provided plate and box with wiring connections complete.

EACH (1-8-1) 75.00 9,375.00

10 210.00

Supplying and erecting modular type 3 pin 6 / 16A multisocket with safety shutter ISI mark approved make dulyerected on provided plate and box with wiring connectionscomplete.

EACH (1-8-11) 149.00 31,290.00

11 210.00

Supplying and erecting modular type computer Jack RJ 45with safety shutter ISI mark approved make duly erected on provided plate and box with wiring connections complete. EACH (1-8-17) 98.00 20,580.00




12 126.00

Supplying and erecting PVC Surface modular switch boxwith double mounting plate for 4 module duly erected in anapproved manner. EACH (1-8-30) 171.00 21,546.00

13 105.00Supplying and erecting PVC Surface modular switch boxwith double mounting plate for 12 module duly erected in an approved manner.

EACH (1-8-33) 374.00 39,270.00

14 21.00Supplying and fixing Wall Mount 12 Ports, Light guideunloaded Interconnect Unit with adapter Panel as perspecification in approved manner

EACH (1-14-6) 3823.00 80,283.00

15 21.00

Supplying, installing, testing & commissioning of 800 VADigital pure sine wave inverterbased on IGBT technologysingle phase 230V,50 Hz complete as per specification no.AP-INV (Without batteries)

EACH (3-6-2) 7516.00 157,836.00

16 21.00Supplying and erecting 12 V/150AH TUBULAR Batterywith battery terminal wire, duly charged complete with 36months warranty complete

EACH (3-8-4) 13114.00 275,394.00

17 84.00

Providing pipe type earthing with 40mm. dia. G.l. pipe or 20mm dia. G.l. Rod complete with all materials as perspecification No. EA-EP EACH (9-1-4) 1218.00 102,312.00

18 42.00Supplying and fixing 6U Wall Mount Rack (Dimension-DxWXH - 450X550X367 mm) as per specification inapproved manner

Nos (1-14-19) 5976.00 250,992.00

19 21.00

Supplying & installation of surveillance hard disc make -Seagate, capacity 4TB, Make marketing name surveillancehard disc, , interface- SATA 6GB / Sec., cache multisegmented (MB) -64 Bytes per seconds Complete Nos

PWD-civil court

EST.NO. 1610/17-18

11250.00 236,250.00

20 21.00

Supplying, installation, comissioning & Testing of 32" LEDFull HD Television set with all acessories & wall mountstand & HDMI connection cord of required lenght etc.complete. (Make Sony,Samsung) Nos

PWD-civil court

EST.NO. 1610/17-18

31198.00 655,158.00

21 21.00

Suppling, Installation, Configuring & commissioning of16 Channel NVR With Up to 16 channel camerasComplete Similar to Hikvision Make IP video input 16 , Two-way audioinput 1-ch, RCA (2.0 Vp-p, 1 k ) Incoming bandwidth 180 Mbps,Outgoingbandwidth 80Mbps,Remote Connection 128Video/Audio output 6MP/5MP / 3MP / 1080P / UXGA /720P / VGA / 4CIF / DCIF / 2CIF / CIF / QCIF Main Stream :50 fps (P) /60fps(N)Substreams:50 fps (P) /60fps(N) 1-ch, BNC (1.0 Vp-p, 75 )Resolution: 704× 576 (PAL); 704 × 480 (NTSC)HDMI/VGA output 1-ch, resolution: 1920 × 1080P/60Hz, 1600 × 1200 /60Hz, 1280 × 1024 /60Hz, 1280 ×720 /60Hz,1024 × 768 /60Hz 1-ch, RCA (Linear, 1K )DecodingLive view / Playbackresolution 6MP/5MP / 3MP / 1080P/ UXGA / 720P / VGA / 4CIF / DCIF / 2CIF / CIF / QCIFCapability 16-ch@4cif, 6-ch@1080PHard diskSATA 4 SATA interfaces for 2 HDDs + 1 DVD-R/W(default), or 4HDDs eSATA 1 eSATA interface CapacityUp to 6TB capacity for each disk % ! &! Network interface 2 RJ-45 10 /100 /1000 Mbps selfadaptive

Nos

PWD-civil court

EST.NO. 1610/17-18

35500.00 745,500.00

22 42.00

Supply , Installation, Testing & Commissioningof 2 Megapixel CMOS ICR Infrared NetworkBullet Camera Image Sensor 1/3" ProgressiveScan CMOS 4mm Lens Min. Lens 4mm@ F2.0,Angle of view: 85°(6mm optional),PowerSupply.12 V DC ± 10% , PoE (802.3af),PowerConsumption.5W MAX Equivalent to :Hikvision, cp plus or approved equivalent

Nos

PWD-civil court

EST.NO. 1610/17-18

8990.00 377,580.00




23 84.00

Supply , Installation, Testing & Commissioningof 2 Megapixel CMOS ICR Infrared NetworkDome Camera Image Sensor 1/3" ProgressiveScan CMOS 4mm Lens Min. Lens 4mm@ F2.0,Angle of view: 85°(6mm optional),PowerSupply.12 V DC ± 10% , PoE (802.3af),PowerConsumption.5W MAX or Equivalent to 1/2.5” 2 Mega pixel DOM Camera progressivescan Sony image sensor sony IMX 222 withDWDR 960 P With AWB/AGC/BLC ONVIP2.4 on Dec 14, H.264 & MJPEG Dual – streamencoding, 30 Fbs IP66 Supports PoE.Make : Hikvision, cp plus or approved equivalent

Nos

PWD-civil court

EST.NO. 1610/17-18

8900.00 747,600.00

Total CCTV 5,140,710.50

Total for Work Portion Rs. 46,695,632.00




1 Roads and Storm water Drains 48654306.76

2 External Sewerage & Water Supply, STP 20952412.21

3 Underground Water & Fire Tanks 19917729.37

4 Land Levelling, Driveways and Parking 50500392.93

Total 140024841.27

Grand Total sub est II in INR Say 140024841.00


PROJECT 2 - SUB ESTIMATE II - MEASURABLE WORK OUTSIDE THE BUILDING IN INFRASTRUCTURE LIKE ROADS, STORM WATER DRAINS EXTERNAL SEWERAGE AND

WATER SUPPLY UG TANKS, FIRE TANKS AND LAND LEVELLING, DRIVEWAYS AND PARKING


Note : The bidder shall provide comprehensive annual maintenance contract of five years after completion with the manufacturer / supplier of Sewage Treatment Plant



Sr. No. SSR Item No. Qty. Description of Item Rate Unit Amount

1 2.01 1.00

Cutting down trees including trunks and branches withgirths above 30cm to 60cm and stacking the materialsneatly with all lifts and lead of 1000m as directed andearth filling in the depression / pit if any.

347.05 No. 347.05

2 46.12 14.93Removing lime or lean cement concrete includingstacking the spoils as directed with all leads, lifts etc,complete.

316.65 Cum 4727.58

3 46.09 47.78Dismantling brick masonry in lime or cement mortarand stacking the materils as directed with all leads, liftsetc.

189.80 Cum 9067.46

4 2.11 2820.44

Excavation for roadway in earth, soil of all sorts, sand,gravel or soft murum including dressing section to therequired grade, camber and side slopes and conveyingthe excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed.

71.30 Cum 201097.37

5 2.13 19743.08

Excavation for roadway in hard murum includingdressing section to the required grade, camber and sideslopes and conveying the excavated materials with alllifts upto a lead of 50m.and spreading for embankmentor stacking as directed.

67.10 Cum 1324760.67

6 2.16 5640.88

Excavation for roadway in hard rock by wedging andchiselling or line drilling including dressing section tothe required grade, camber and side slopes andconveying the excavated materials with all lifts upto alead of 50m. and spreading for embankment or stackingas directed.

488.60 Cum 2756133.97

7 2.26 14111.28

Conveying materials obtained from road cuttingincluding all lifts, laying in layers of 20cm. to 30cm.breaking clods, dressing to the required lines, curves,grades and section, watering and compacting to not lessthan 97% of standard proctor density for a lead of300m. to 500m. inclusive, from the site of excavation tothe site of deposition as directed.

225.45 Cum 3181388.08

8 2.27 100.00

Providing earth work in embankment with approvedmaterials obtained from departmental land or othersources upto lead of 50m. including all lifts, laying inlayers of 20cm. to 30cm. thickness breaking clods,dressing to the required lines, curves, grades andsection, watering and compaction with Power roller toachieve not less than 97 % of standard proctor densityetc. complete.

462.20 Cum 46220.00

Roads & Storm Water DrainsAbstract

Name of Work : Construction Of Affordable Housing Project EWS/LIG Dwelling Units In Sector 12 of PCNTDASub-Estimate No. II




9 3.02 3603.88

Construction of granular sub-base by providing closegraded Material, mixing in a mechanical mix plant atOMC, carriage of mixed Material to work site,spreading in uniform layers with motor grader / Paveron prepared surface and compacting with vibratorypower roller to achieve the desired density, complete asper clause 401 -- Plant Mix Method and Grading - IIMaterial.

1814.55 Cum 6539420.45

10 3.23 1456.13

Wet Mix Macadam -- Providing, laying, spreading andcompacting graded stone aggregate to wet mixmacadam specification including premixing theMaterial with water at OMC in mechanical mix plantcarriage of mixed Material by tipper to site, laying inuniform layers with paver in sub- base / base course onwell prepared surface and compacting with vibratoryroller to achieve the desired density. Laying ByGrader/Paver.

1797.25 Cum 2617029.64

11 3.29 9597.50

Prime coat - Providing and applying primer coat withbitumen emulsion on prepared surface of granular Baseincluding cleaning of road surface and spraying, primerat the rate of 0.60 kg/sqm using mechanical means.

18.20 Sqm 174674.50

12 3.32 23993.75

Providing and applying tack coat on the preparedsurface heating by flames in Boiler and sprayingbitumen with sprayer on Granular surface treated withprimer @ 2.75 kg/10 sqm with VG-30 bulk Bitumen.

8.55 Sqm 205146.56

13 3.35 9597.50

Providing and constructing 75 mm. thick ModifiedPenetration Macadam (MPM) road surface including allmaterials, preparing the existing road surface, spreading40 mm. stone metal layers 30% crusher broken metal +70% Hand broken (by breaking rubble obtained byblasting) heating and spraying the bitumen of VG-30grade @ 2 Kg/sqm, spreading 12 mm.size chipscompacting with three wheel static roller having weight8 to 10 MT. to achive the desired degree of compactionas per Technical Specification Clause 506 etc.complete. Including picking of existing WBM surface.

181.05 Sqm 1737627.38

14 3.41 239.94

BITUMINOUS MACADAM: Proving and layingbituminous macadam using crushed aggregates ofGrading 2, premixed with bituminous binder,transported to site with VTS , laid over a previouslyprepared surface, finished to the required grade, level,alignment, and rolling to achieve the desiredcompaction for 50/75 mm compacted thickness with 3.4% VG-30 Bitumen. -- USING 80 TPH Batch mix typehot mix plant with SCADA, Sensor Paver, IntelligentCompactor with compaction analyzer and VSatattachment.

4488.60 Cum 1076994.68




15 3.45 495.17

DENSE BITUMINOUS MACADAM: Proving andlaying dense bituminous macadam using crushedaggregates of grading 2, premixed with bituminousbinder VG-30 Bitumen @ 4.50 per cent by weight oftotal mix and filler, transported to site with VTS , laidover a previously prepared surface, finished to therequired grade, level, alignment, and rolling to achievethe desired density for 50/75 mm compacted thickness.USING 80 TPH Batch mix type hot mix plant withSCADA, Sensor Paver, Intelligent Compactor withcompaction analyzer and V-Sat attachment with StoneDust filler.

5390.85 Cum 2669387.19

16 3.49 250.13

BITUMINOUS CONCRETE:- Providing and layingbituminous concrete using crushed aggregates ofgrading 2, premixed with bituminous binder @ 5.20 percent by weight of total mix and filler, transported to sitewith VTS , laid over a previously prepared surface,finished to the required grade, level, alignment, androlling to achieve the desired compaction for 30/40 mmcompacted thickness with VG-30 Bitumen,Excludingprime / tack coat. For Bitumen VG-30 bulk -- USING80 TPH Batch mix type hot mix plant with SCADA,Sensor Paver, Intelligent Compactor with compactionanalyzer and V-Sat attachment with Stone Dust filler.

5464.15 Cum 1366747.84

17 12.25 365.51

Providing and laying in situ / ready mix / ready mixM10 cement concrete of trap/ granite/ quartzite/ gneissmetal in foundation including necessary centering,formwork, bailing out water, compacting and curingetc. complete. (with fully automatic micro processorbased PLC with SCADA enabled with reversible drumtype mixer/ concrete batch mix plant (pan mixer) withnatural /artifical sand).

3963.60 Cum 1448735.44

18 14.44 606.19

Providing and laying in situ / ready mix M20 RCC oftrap/ granite/ quartzite/ gneiss metal for RCC work ofballast walls, kerbs and box returns includingscaffolding, compaction, formwork finishing and curingetc. complete. (excluding reinforcement, with fullyautomatic micro processor based PLC with SCADAenabled concrete batch mix plant / pan mixer withNatural / VSI standard Artificial Sand).

6306.30 Cum 3822816.00

19 14.07 12.14

Providing and laying in situ / ready mix M20 controlledcement concrete of trap/ granite/ quartzite/ gneiss metalfor RCC work in solid/ deck slab etc. includingramming, vibrating, curing, formwork, centering andfinishing in cement plaster excluding reinforcement etc.complete. (height up to 4 meter with fully automaticmicro processor based PLC with SCADA enabledreversible drum type mixer/ concrete batch mix plant(pan mixer) with natural /artifical sand).

6385.80 Cum 77523.61




20 11.29 13.00

Providing cast in situ / ready mix M20 grade cementconcrete for head walls of CD work / retaining wallsetc. including necessary form work, compaction,finishing and curing etc. complete. (with reversibledrum type mixer/ concrete batch mix plant (pan mixer)with SCADA with Natural / VSI standard ArtificialSand, cement 4.05 bags/cumt).

5861.70 Cum 76202.10

21 14.01 27.230

Providing, cutting, bending, hooking, tying and layingin position TMT FE 500 steel bars for reinforcement forall RCC works as per detailed drawings etc. complete. 48419.75 MT 1318469.79

22 33.53 7810.95

Providing and fixing heavy duty inter locking concreteRUBBER MOULD GLOSSY PAVING BLOCKS of60 millimeter thickness of having a strength of 400Kg/sq.m of approved quality and shape on a bed ofcrushed sand of 25 to 30 millimeter thick includingstriking joints and cleaning etc. complete. (using 100%crushed sand).

746.80 Sqm 5833217.46

23 42.09 99.00

Providing and laying concrete pipes of I.S.NP. class of300mm diameter in proper line, level and slopeincluding necessary collars, excavation, laying, fixingwith collars in cement mortar 1:1 and refilling thetrench complete.

810.50 Rmt 80239.50

24 11.08 99.00

Providing and laying cement concrete pipe of IS458:2003 NP-2 class of 450mm diameter in proper line,level and slope including providing and fixing collars incement mortar 1:2 and curing etc. complete.

1437.60 Rmt 142322.40

25 11.16 1919.60

Providing and laying cement concrete pipe of IS458:2003 NP-3 class of 900mm diameter in proper line,level and slope including providing and fixing collars incement mortar 1:2 and curing etc. complete.

6472.95 Rmt 12425474.82

26 35.21 1619.11

Providing and applying priming coat on concrete/masonary/ Asbestos Cement plastered surfacesincluding scaffolding if necessary, preparing the surfaceby thoroughly cleaning oil, grease, dirt and otherforeign matter and sand papering as required etc.complete.

23.05 Sqm 37320.49

27 35.11 1619.11

Providing and applying two coats (exterior quality) offlat oil paint of approved colour and shade to theplastered surface in buildings and workshops includingscaffolding if necessary, cleaning the surface andpreparing surface etc. complete. (excluding primercoat).

67.10 Sqm 108642.28

28 6.35 3443.45

Road Marking with Hot Applied ThermoplasticCompound with Reflectorizing Glass Beads onBituminous Surface- Providing and laying of hotapplied thermoplastic compound 2.5 mm thickincluding reflectorizing glass beads @ 250 gms per sqmarea, thickness of 2.5 mm is exclusive of surfaceapplied glass beads as per IRC:35 .The finished surfaceto be level, uniform and free from streaks andholes.complete.

519.00 Sqm 1787150.55




29 6.60 34.00

Providing and fixing Cautionary/Warning sign boardsin Equilateral Triangle size of 600 mm made out of1.5mm aluminum sheet bonded with white retroreflective sheeting of Class B ( Type IV High intensitymicro-prismatic grade sheeting- HIP) having pressuresensitive/heat activated adhesive retoreflective specifiedback ground, border and back side retoreflctivesymbols, letters, numerals, arrow as per IRC:67- 2012Table No 8.3 Supported with back support frame 25mmx 25mm x 3mm, duly painted on back side with greystove enamel paint and supported on one no. of M. S.angle iron post of size 65 mm X 65 mm X 6 mm, 3.45m long, duly painted with with flat oil paint havingalternate black and white bands of 25 cm widthincluding G.I. fixtures etc; fixing the boards in M25grade concrete block of size 60cm X 60cm X 75cmincluding transportation etc; complete. Class B ( TypeIV High intensity micro-prismatic grade sheeting-HIP)shall have 7 years written warranty from themanufacturer and authorised distributor/convertorissued for field performance including the screenprinted areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate inoriginal should be submitted to the Engineer in chargeby the contractor/supplier.

2668.45 No. 90727.30

30 6.88 4.00

Providing and fixing of retro- reflectorised informatorysign board rectangular/Square in shape having areagreater than 0.9 square meter made out of 2mmaluminum sheet bonded with white retro reflectivesheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting- HIP) having pressuresensitive/heat activated adhesive retoreflective specifiedback ground, border and back side retoreflctivesymbols, letters, numerals, arrow as per IRC:67-2012Table No 8.3, supported with back support frame25mm x 25mm x 3mm, duly painted on back side withtwo coats of grey stove enamel paint and supported ontwo no. mild steel angle iron post 75 mm x 75 mm x 6mm, 3.5 mt long firmly fixed to the ground by means ofproperly designed foundation with M25 grade cementconcrete 45 cm x 45 cm x 60 cm, 60 cm below groundlevel as per approved drawing The angle iron post shallbe duly painted with one coat of epoxy primer and twocoats of epoxy finish paints having alternate black andwhite bands of 25 cm width including GI fixures andtransportation etc.complete.The nut bolts of board withangle iron post/supporting structure after fixing at sitehas to be electrically welded. Class B ( Type IV Highintensity micro-prismatic grade sheeting-HIP) sheetingshall have 7 years written warranty from themanufacturer and authorised distributor/convertorissued for field performance.

8272.65 No. 33090.60

51192702.7631 5640.88 Credit For Hard Rock 450.00 Cum 2538396.00

48654306.76

Total

Grand Total



Item No. Total QTY Item of Work SSR Item No Rate Unit Amount

1.00 100.00

Providing and laying concrete pipe of I.S.NP. class of 225 mm diameter inproper line, level and slope including necessary collars, excavation, laying,fixing with collars in cement mortar 1:1 and refilling the trench complete.


2.00 632.70

Providing and laying concrete pipes of I.S.NP. class of 300mmdiameter in proper line, level and slope including necessarycollars, excavation, laying, fixing with collars in cement mortar1:1 and refilling the trench complete.

420.09 811.65 Running Metre 513530.96

3.00 297.00

Providing and laying concrete pipes of I.S.NP. class of 450mmdiameter in proper line, level and slope including necessarycollars, excavation, laying, fixing with collars in cement mortar1:1 and refilling the trench complete.

420.1 997.50 Running Metre 296257.50

4.00 100.00

providing and constructing Brick Masonary sewer bb masonary circular man hole with concentric cone 1.2 m dia at bottom and 0.5 m at top and up to a depth of 2.0 m with 23 mm brick work in CM 1:4 proportion including excavation and foundation concrte 250 mm thick and haunches and channels in smooth rendering providing dupari type C.I. Steps each weighing5.5 kg , 1:2:4 coping , providing anfd fixing approved qulaity SRFC frame and cover of 56 mm dia etc complete as directed by engineer incharge

MJP 21155.40 RMT 2115540.00

5.00 0.00Providing and fixing on walls /ceiling /floor 50 millimetre diameter CPVC pipewith necessary fittings, remaking good the demolished portion etc. complete.


6.00 0.00

Providing and fixing on walls/ ceiling/ floors, 80 mm dia.heavygrade having embossed as ISI Mark galvanised iron pipes weight of 10.15Kg/meter with necessary fittings. and remaking good the demolished portionand applying primer of anticorrosive oil paint 2 coats Including necessaryscaffolding and removing existing pipe line if necessary and conveying andstacking the same in PWD chowky or as directed etc. complete.


Name of Work : Housing Scheme in Sector 12 by PCNTDA under PMAY

Sub Estimate II - Abstract - Internal , External Water Supply and Draiange System STP infrastructure




Making cross connection to existing distribution main of any type includingexcavation, breaking and removing existing pipes, lowering, laying ofspecials and pipes in their position, refilling, closing the water supply in thatarea, dewatering and restarting the water supply, etc. complete as directedby Engineer-in-charge for following diameters of existing pipeline,irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes,valves and specials will be supplied free of cost at stores.)

MJP

2.00 i) 80 mm 1664.00 No 3328.002.00 ii) 250 mm 2878.00 No 5756.00

3 Providing and supplying ISI marked D.I.S&S pipes (push on joints pressurepipes of D.I. of following class and diameters conforming to the ISspecifications inclusive of the cost of jointing materials (rubber gasket ofEPDM quality) including all staturoty duties and taxes levied by Govt. of Indiaand Govt. of Maharashtra in all respect, education cess, VAT, third partyinspection charges of TPI agency approved by MJP, including transitinsurance, railway freight, unloading from railway wagon, loading into trucks, transport to departmental stores / site of work, unloading, stacking, etc. complete, as directed by engineer-incharge. (IS-1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or Latestedition / revision with amendments for rubber gaskets).

MJP

B D.I. K-7 grade With E.D. 1367.00 i) 100 mm 977.00 RMT 1335559.00165.00 ii) 150 mm 1434.00 RMT 236610.00110.00 iii) 200 mm 1692.00 RMT 186120.000.00 iv) 250 mm 2242.00 RMT 0.00

Providing double flanged Sluice Valves conforming to IS- 2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete.A Sluice Valve PN-1.0 (without bypass arrangement)

10.00 iii) 80 mm 5116.00 No 51160.0010.00 iv) 100 mm 6812.00 No 68120.002.00 v) 125 mm 8521.00 No 17042.00

7.00

8.00

9.00




2.00 vi) 150 mm 10217.00 No 20434.002.00 vii) 200 mm 19333.00 No 38666.002.00 viii) 250 mm 29913.00 No 59826.00

10.00 1050.00Providing and fixing on walls /ceiling /floor 50 millimetre diameter CPVC pipewith necessary fittings, remaking good the demolished portion etc. complete.


11.00 2500.00

Providing and fixing on walls/ ceiling/ floors, 80 mm dia.heavy grade havingembossed as ISI Mark galvanised iron pipes weight of 10.15 Kg/meter withnecessary fittings. and remaking good the demolished portion and applyingprimer of anticorrosive oil paint 2 coats Including necessary scaffolding andremoving existing pipe line if necessary and conveying and stacking the same inPWD chowky or as directed etc. complete.


12.00 75.00providing & fixing,screw down 50 mm dia wheeled stop tap of brass including necessary socket,union nut complete. Spec.No;BD.v.9 page No. 555 41.48 1057.35 Nos 79301.25

13.00PROCESS DESCRIPTION - MOVINGMEDIA BIO REACTOR TECHNOLOGY

The Moving Media Bio Reactor Technology is a advanced biologicaltreatment process which has a combination of activated sludge processand attached growth process. The bio reactor has lot of packing materialcalled carrier media in suspension and provides a large surface area for micro organisms to grow and degrade the organic matter in aerobic condition. Dueto the use of carrier media, the higher concentration of bio mass is developedwhich helps to reduce the basin size, accept higher loading rates and takeshock loads.

The sewage after screening and grit removal flows by gravity into the BIOREACTOR wherein the attached growth, aerobic microbes will utilizepollutant in presence of oxygen thereby, further reducing BOD. The air requiredwill be provided through coarse bubble air diffusers provided on the aerationgrid at the bottom of reactor and using positive displacement, twin lobe, roottype air blower for supply of oxygen.




The PP media is provided in the aeration tank to allow the aerobicmicrobes to grow and get attached. This media remains in fluid state in theaeration tank thereby keeping large number of microbial colonies moving inthe tank and provide high concentration of bio mass available at all the time. Themicrobes get exposed to bio degradable organics in presence of oxygen andconvert it into cell biomass, water molecule and carbon-dioxide. Themicrobial colony grows on plastic media. The excess bio mass getssloughed and moves with treated water into subsequent unit. This sloughingaction is a continuous process and the microbes keep on growing andsloughing. This is a very fast process and hence system becomes selfsustaining.

The dead bio mass generated will be separated in the CLARISETTLERTANK wherein tube media is provided for providing additional surface area for settlement of bio mass and thereby reducing the space requirement. The solid-liquid separation is achieved in this tank and clear supernatant willflow by gravity. The treated wastewater will be disinfected with Chlorine and allowed toreact in CHLORINE CONTACT TANK prior to suitable disposal.

A typical sketch of bio reactor showing various components is given below.

The MMBR / FAB Technology has following advantages over ConventionalSystems like : 1 Low on civil works2 Low space requirement3 Low on operating cost due to higher Oxygen Transfer Efficiency.4 Low on maintenance cost5 Easy to operate with semi-skilled manpower6 Higher efficiencies in pollutant removal7 Effective removal of nitrates and phosphates8 Quick retrieval of system after shutdown / power failure



Item No. Total QTY Item of Work SSR Item No Rate Unit AmountSPECIFICATIONS OF SEWAGETREATMENT SCHEME

Raw Sewage Characteristics Temperature Ambient ph 7.0 - 8.0 Total Suspended Solids 210 mg/l BOD 5 days at 20º C 170 mg/l COD 340 mg/l Oil & Grease 30 mg/l MPN 106 to 107 per 100 ML Treated Sewage Quality pH 6.5 - 8.5 Total Suspended Solids < 30 mg/l BOD < 20 mg/l COD < 100 mg/l Oil & Grease < 10 mg/l MPN < 1000 per 100 ML

Moving Media Bio Reactor (MMBR) / FAB (Fluidised Aerated Bed) ProcessDesigning, providing, constructing, hydraulic testing, commissioning andgiving satisfactory trials of STP consisting of inlet chamber, screenchamber, grit separator, MMBR / FAB (based on technologies providingattached growth on plastic meddi kept suspended in the waste water due tolow density of plastic and provided with compressed air for aeration with veryhigh MLSS of greater than 15,000 mg/lit.) tank, secondary clari settler,sludge sump, sludge thickener, chlorine contact tank, chlorinator room/shed, sludge centrifuge, associated piping work with required valves, gates,

drains, pathways, administration block cum laboratory, laboratory equipments,spare parts for 2 years of operation, etc. complete as turnkey job with allinvolved civil, electrical and mechanical works inclusive of following items, unitsas per detailed specifications for civil, electrical and mechanical componentswith all duties and taxes, etc. complete. Treated sewage can be used forirrigation, horticulture purposes.




FOLLOWING UNITS ARE INCLUDED 1. Inlet ChamberDesigning, providing and constructing RCC (M-25) inlet chamber designed forthe peak flow including necessary excavation in all types of strataincluding walkway all around the periphery. Each compartment will haveCI gates with extension rod, head stock, operating wheels, GI pipe railing, etc.The work includes providing and making necessary arrangements toconnect the flow to screen chamber by approach channel as directed and asper specifications.2. Screen ChamberDesigning, providing, constructing, testing and commissioning of screenchamber, designed for peak flow in RCC (M-25), including walkway 1.2 mwide with GI pipe.

3. Grit SeparatorDesigning, providing and constructing detritor type grit removal mechanism inRCC (M-25) capable of removing 100% 0.2 mm size particle and above, havingspecific gravity 2.30 designed for peak flow with suitable arrangement ofseparation of grit from putrescible solids including providing and makingnecessary arrangements of Jb-1. Inlet and outlet channels of required sizes asmake be required to connect the flow to connecting unit, etc. complete includinghydraulic testing for watertightness of structure having minimum FB of 0.3 m,washout arrangement to grit chamber and platform 1.2 m wide RCC walkwaywith GI pipe handling shall be provided. A pit for collecting grit conveyed byconveyor shall be provided. It should be suitable to handle the grit for carting. Allarrangements shall be as detailed specifications and as directed.




4. MMBR / FAB TankDesigning, providing and constructing in RCC (M-25) biological reactor tank forremoval of BOD along with nutrient removal to handle the average flow andhaving hydraulics suitable to handle peak flow conditions with suitable 1.2 mwide walkway, expansion joints as required, including foundation, etc as per specifications. The tank shall be equipped with inlet and outletarrangement, air blowers for supply of air, coarse bubble diffusers andaeration grid in SS 304, PP carrier bio media, etc. FB of 0.5 m and SWD asrequired should be complete as per detailed specifications.

5. Secondary Clari SettlerDesigning, providing and constructing in RCC (M-25) watertight secondary clarisettler having SWD of 3.75 m + 0.5 m FB and has tube media in the clarification zone to provide additional surface area for settling. The settler shall be provided with a scraper mechanism in MS with epoxy painting for collecting the settled solids at thebottom (bottom slope 1:12). The central feed well shall be made of MS withepoxy painting from both faces and well stiffened. The sewage will be admittedin the feed well and then will move outwards towards periphery slowly andcontinuously over a weir and will be collected in a launder.

6. Chlorine Contact TankDesigning, providing and constructing chlorine contact tank of adequatecapacity to deal with average flow. The contact time provided is 30 mm toachieve 99.99% reduction in coliform during average flow condition. Chlorinedosage will be as per standard provisions including designing,providing and constructing water supply provision for chlorination, includingproviding dewatering and bypass arrangement for joining to final effluentmains and outlet weir, etc. complete. The effluent quality should match withthe standards laid down by Maharashtra P ollution Control Board and as perobligatory provision and as detailed specification and as directed byEngineer-in-charge.




7. Chlorinator and Chlorinator Room / Tonner RoomDesigning, providing and constructing vacuum type chlorinators having adequate capacity for dosage of adequate chlorine to ensure 99.99%coliform reduction as per obligatory provisions, detailed specifications withnecessary provision of having chlorinator room of adequate size. Thechlorinator equipment shall include chlorine cylinders / tonners, piping,valves, measuring, controlling equipments, safety devices, lifting equipment, etc. complete as per IS 10553 (Part II) 1982. The tonner room should have min. 3 MT capacity crane for loading and unloading fac ility. Tonner storage should be distinctlyisolated and should have min. storage space as per the detailed specifications and as per gas law 1981 and factory act shall be provided. All other matching amenities shall be provided, 5 MT gantry rail shall be provided for full length of tonner room at 6 m ht. from level of tonner room with outlet.

8. Sludge SumpDesigning, providing and constructing of sludge sump and pump for dischargingsludge to sludge thickener using MS pipe, etc. complete as per detailedspecification.

9. SIudge ThickenerDesigning, providing and constructing watertight of sludge thickener - gravitytype in RCC (M-25) with inlet and outlet pipes, central feed well, sludge it andsludge removal arrangement, grouting wherever necessary with walkway allaround of 1.20 m with GI pipe railing interconnecting CI pipes all complete asper specifications, having bottom slope 1:8 and 3 m SWD with necessary fixedbridge scraper arrangement as per detailed specifications and necessaryinlet and outlet arrangement, all other arrangement as per detailedspecifications.

10. Sludge Centrifuge Platform with Centrifuge Designing, providing, constructing and installing including foundation, etc.,sludge centrifuge to handle the sludge flow of 1 day in 18 hrs per unit withsludge dewatering unit, drain, etc. complete is per specification. Sludgecentrifuge with necessary arrangements as per detailed specification mentionedin tender and obligatory provisions to be provided with satisfactory functioning.




11. Outfall SewerDesigning, providing, constructing appropriate outfall sewer of RCC NP2pipe to discharge treated effluent, untreated effluent from outlet chamber(after basin / chlorination tank) to the local Nallah at the point shown on thedrawing including necessary chambers for inspection and cleaning includingexcavation, dewatering, refilling, concrete, encasing / bedding concrete.

12. Piping Work in CI LA class including Sluice Valves, Reflux Valves, MS GatesProviding, laying and jointing pipes other than those already included in the above items for interconnection, bypass dr ains, etc. of all units includingadequate number of manhole chambers. The item includes excavations, refilling and hydraulic testing of pipes, valves, gates, accessories and cost of jointingmaterials. The item includes required channels with gates or interconnectionof units, bypass drains, etc. for ill units as directed, etc complete as perdetailed specifications.

13. Administrative Building cum Laboratory (G+1)Designing, providing and constructing administrative building, office cumlaboratory including stores. This shall be building having appropriate carpetarea, at ground floor and at first floor complete as per specifications includingnecessary excavation, foundation in RCC M-20 framed structure, BBmasonry (IInd class in CM 1:6), 20 mm cement plaster in CM 1:3, inside andoutside painting, aluminum door and window with glass panels, mosaic tileflooring and skirting and all other allied items, fixtures, fastening, electrificationarrangement, water supply arrangement, etc complete. Thebuilding will have laboratory on upper floor of administrative building andshould have complete control of every unit as per laboratory equipment,beautification, telephone and intercom arrangement and wireless system. construction of treated watertank of required capacity etc complete

MJP

PRICE SCHEDULE - Capacity of the Plant Area required Unit Rate in MLD in Sqm.




40000.00Providing and Constructing the Collection sewage Sump of reqired capacity etc complete MJP 7.62 304920.00

1.3 MLD 1.30 MLD MJP 12285000.00 12285000.00

Provding and Installing the sewage pumping system for pumpig of sewer from sump to inlet chamber . Followings are the pumpig system to be provided

2.00

Supplying & erecting Centrifugal water pump (Monoblock),415 V, three phase 50 cycles A.C. supply of 20 HP withdischarge 14/33.8 Liters per second (LPS) for head of 18/52 mand 100mm suction/ 80mm delivery pipe of size, on providedC.C. foundation as per specification No. WP-CGP

12--1--15 55709.00 111418.00

2.00

Supplying & erecting Centrifugal water pump(Monoblock),415 V, three phase 50 cycles A.C. supply of 25 HP withdischarge 13.3/25.8 Liters per second (LPS) for head of 48/60m and 100mm suction/ 80mm delivery pipe of size, onprovided C.C. foundation as per specification No. WP-CGP

12--1--16 67184.00 134368.00

1.00

Supplying & erecting Centrifugal water pump (Monoblock),415 V, three phase 50 cycles A.C. supply of 30 HPwithdischarge 6.66/28.33 Liters per second (LPS) for head of48/69 m and 100mm suction/ 80mm delivery pipe of size, onprovided C.C. foundation as per specification No.WP-CGP

12--1--17 77663.00 77663.00

Total 20952412.21



Sub Estimate 2 - UGWT and Fire Water TanksItem No.


1 0.00 Excavation for foundation in earth, soil of all types,sand, gravel and soft murum, including removingthe excavated material up to a distance of 50 mbeyond the building area and stacking andspreading as directed, dewatering, preparing thebed for the foundation and necessary back filling,ramming, watering including shoring and struttingetc. complete. (Lift upto 1.5 m.)


0.00

D.S.R.2017-18 Item No. 21.02R.A.No.1

2 0.00 Excavation for foundation in hard murum includingremoving the excavated material up to a distance50 metres, beyond the building area and stackingand spreading as directed, dewatering, preparingthe bed for the foundation and necessary backfilling, ramming, watering including shoring andstrutting etc. complete. (Lift upto 1.5m.)


0.00

D.S.R.2017-18 Item No. 21.06R.A.No.2

3 549.54 Excavation for foundation in hard murum andboulders including removing the excavated materialup to a distance 50 metres, beyond the buildingarea and stacking and spreading as directed,dewatering, preparing the bed for the foundationand necessary back filling, ramming, wateringincluding shoring and strutting etc. complete. (Liftfrom 1.5m.to 3.0m)


101,994.62

D.S.R.2017-18 Item No. 21.12R.A.No.3

4 2647.04 Excavation for foundation in Hard rock by chiselling,wedging, line drilling, etc. including trimming andlevelling the bed, removing the excavated materialupto a distance of 50 metres beyond the buildingarea stacking as directed, dewatering and backfilling with available earth/ murum watering,ramming etc. complete. (Lift upto 1.5 m).


3,036,287.23

D.S.R.2017-18 Item No. 21.20R.A.No.4

5 0.00 Transportation of excavated material murum, earth for a lead of 500m. inclusive, from the site of excavation to the site of deposition as directed.


0.00

D.S.R.2017-18 Item No. C1 StatementR.A.No.5

6 2415.14 Providing preconstructional antitermite treatment asper I.S. 6313 (Part-II) by treating the bottom surfaceand sides of excavation at the rate of 5 litres ofemulsion concentrate of 1.0 percent ofchlorophyrifos per square meter of surface areacovering 10 years guarantee on bond paper.


144,304.62

D.S.R.2017-18 Item No. 21.22R.A.No.6

Name of Work : Construction of Affordable Housing Project 1528 EWS and 783 LIG Dwelling Units in Sector 12 of PCNTDA



Item No.


7 115.83 Providing and laying Cast in situ/ Ready Mixcement concrete in M-10 of trap/ granite/ quartzite/gneiss metal for foundation and bedding includingbailing out water, formwork, laying/ pumping,compacting, roughening them if special finish is tobe provided, finishing if required and curingcomplete, with fully automatic micro processorbased PLC with SCADA enabled reversible DrumType mixer/concrete Batch mix plant (Pan mixer)etc. complete. With V.S.I. quality Artificial Sand.


426,677.18

D.S.R.2017-18 Item No. 24.01R.A.No.7

8 279.10 Providing and laying in situ/ Ready Mix cementconcrete M-25 of trap/ granite/quartzite/ gneissmetal for R.C.C. work in foundations like raft, stripfoundations, grillage and footings of R.C.C.columns and steel stanchions etc. including bailingout water, formwork, laying/ pumping cover blocks,compaction and curing roughening the surface ifspecial finish is to be provided, (Excludingreinforcement and structural steel) etc. complete,with fully automatic micro processor based PLCwith SCADA enabled Reversible Drum Type mixer/concrete Batch Mix plant (Pan mixer) etc.complete, with V.S.I. quality artificial Sand.


1,593,242.35

D.S.R.2017-18 Item No. 25.13R.A.No.8

9 279.10 Providing and laying Cast in situ/ Ready Mixcement concrete M-25 of trap/ granite/ quartzite/gneiss metal for R.C.C. Slabs and Landings as perdetailed designs and drawings including centering,formwork, cover blocks, laying/ pumping,compaction finishing the formed surfaces withcement mortar 1:3 of sufficient minimum thicknessto give a smooth and even surface or roughening ifspecial finish is to be provided and curing etc.complete, (Excluding reinforcement and structuralsteel) with fully automatic micro processor basedPLC with SCADA enabled Reversible Drum Typemixer/ concrete Batch Mix plant (Pan mixer) etc.complete, with natural sand/ V.S.I. quality ArtificialSand.


2,649,356.75

D.S.R.2017-18 Item No. 25.72R.A.No.9



Item No.


10 402.20 Providing and laying Cast in situ/ Ready Mixcement concrete in M-25 of trap/ granite/ quartzite/gneiss metal for R.C.C. Pardi of required thicknessincluding centering, formwork, cover blocks, laying/pumping, compacting, curing, finishing androughening them if special finish is to be providedand curing complete, (Excluding reinforcement andstructural steel) with fully automatic micro processorbased PLC with SCADA enabled Reversible DrumType mixer/ concrete Batch Mix plant (Pan mixer)etc. complete, with V.S.I. quality Artificial Sand.


4,249,303.33

D.S.R.2017-18 Item No. 26.19R.A.No.10

11 97.28 Providing and fixing in position TMT FE -500 barreinforcement of various diameters for R.C.C. pilecaps, footings, foundations, slabs, beams columns,canopies, staircase, newels, chajjas, lintels pardis,copings, fins, arches etc. as per detailed designs,drawings and schedules, including cutting, bending,hooking the bars, binding with wires or tack weldingand supporting as required complete.

Rs.48555.00 Metric Tonne

4,723,430.40

D.S.R.2017-18 Item No. 26.33R.A.No.11

12 2378.68 Providing and applying water proofing treatmentusing acrylic polymer modified cement based waterproofing coating with fibre glass mesh mixing at therate of powder to liquid (2:1) by weight covering 9 to10 sqm /kg with two coat using Dr. Fixit or alike ofchemicals for masonry and concrete surface bybrush covering 7 years guarantee on Stamp Papersetc. complete.


1,972,758.26

D.S.R.2017-18 Item No. 31.09R.A.No.12

13 2446.07 Providing and fixing 20 to 25 mm thick roughshahabad box type waterproofing for basement orunderground floor on a base of Cement concrete1:3:6, including sub base of 2.50 centimeter thickCement mortar 1:3 with conceal, secrete (RMW),Algae proof or other alike waterproofing liquids,raking of joints upto 35 mm depth, filling the jointswith 6 mm size crushed metal, hand grouting withcement slurry, curing and cleaning, with 7 yearsguarantee on court fee stamp of Rs. 100/- withponding test etc complete. (excluding Cementconcrete 1:3:6 base concrete )


2,059,468.64

D.S.R.2017-18 Item No. 31.12R.A.No.13

14 -3044.11 Credit for Hard Rock reusing with 15% Bulkage Rs.450.00 Cubic Metre

-1,369,849.50


Rs.450.00Material Rate



Item No.


15 2.04 Providing and laying cast in situ/ Ready Mix cementconcrete M-25 of trap/ granite/ quartzite/ gneissmetal for R.C.C. columns as per detailed designsand drawing or as directed including centering,formwork, cover blocks, laying/ pumping,compaction finishing the formed surfaces withcement mortar 1:3 of sufficient minimum thicknessto give a smooth and even surface or roughening ifspecial finish is to be provided and curing etc.complete, (Excluding reinforcement and structuralsteel) with fully automatic micro processor basedPLC with SCADA enabled Reversible Drum Typemixer/ concrete Batch Mix plant (Pan mixer) etc.complete with V.S.I. quality Artificial Sand.


17,452.51

D.S.R.2017-18 Item No. 25.33R.A.No.14

16 6.95 Providing and laying Cast in situ/ Ready Mixcement concrete M-25 of trap/ granite/quartzite/gneiss metal for R.C.C. Beams and Lintels as perdetailed designs and drawings or as directedincluding centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface ifspecial finish is to be provided and curing etc.complete. (Excluding reinforcement and structuralsteel), with fully automatic micro processor basedPLC with SCADA enabled Reversible Drum Typemixer/ concrete Batch Mix plant (Pan mixer) etc.complete with V.S.I. quality Artificial Sand.


53,038.58

D.S.R.2017-18 Item No. 25.52R.A.No.15

17 118.80 Providing and fixing 45 cm wide mild steel ladder of40mm x 6 mm mild steel flat stringers and steps of18 mm dia. mild steel bar for water tank ncludingfixing it in (1:2:4) M-15 cement concrete block 60cmx 30cm x 30cm and painting the ladder complete.(Anti Corossive Paint)


84,704.40

D.S.R.2017-18 Item No. 41.56R.A.No.16

18 44.00 R.C.C.Chamber cover with frame 90cm*45cm Heavy Duty 225kg


175,560.00


3800 + (3800 x 5%) = 3990Total 19,917,729.37

Material Rate + 5% Corporation Area




1 2.01 12.00

Cutting down trees including trunks and branches withgirths above 30cm to 60cm and stacking the materialsneatly with all lifts and lead of 1000m as directed andearth filling in the depression / pit if any.

347.05 No. 4164.60

2 2.02 1.00

Cutting down trees including trunks and branches withgirths above 60cm to 90cm and stacking the materialsneatly with all lifts and lead of 1000m. as directed andearth filling in the depression/pit if any.

545.20 No. 545.20

3 2.03 1.00

Cutting down trees including trunks and branches withgirths above 90cm to 180cm and stacking the materialsneatly with all lifts and lead of 1000m. As directed andearth filling in the depression/pit if any.

1175.35 No. 1175.35

4 2.09 43924.00

Clearing and grubbing road land including uprootingrank vegetation, grass, bushes, shrubs, saplings andtrees girth up to 300 mm, removal of stumps of trees cutearlier and disposal of unserviceable materials andstacking of serviceable material to be used or auctionedup to a lead of 1000 metres including removal anddisposal of top organic soil not exceeding 150 mm inthickness.

2.25 Sqm 98829.00

5 46.12 21.72Removing lime or lean cement concrete includingstacking the spoils as directed with all leads, lifts etc,complete.

316.65 Cum 6877.64

6 46.09 70.45Dismantling brick masonry in lime or cement mortarand stacking the materils as directed with all leads, liftsetc.

189.80 Cum 13371.41

7 2.11 1532.92

Excavation for roadway in earth, soil of all sorts, sand,gravel or soft murum including dressing section to therequired grade, camber and side slopes and conveyingthe excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed.

71.30 Cum 109297.20

8 2.13 12263.38

Excavation for roadway in hard murum includingdressing section to the required grade, camber and sideslopes and conveying the excavated materials with alllifts upto a lead of 50m.and spreading for embankmentor stacking as directed.

67.10 Cum 822872.80

9 2.16 1532.92

Excavation for roadway in hard rock by wedging andchiselling or line drilling including dressing section tothe required grade, camber and side slopes andconveying the excavated materials with all lifts upto alead of 50m. and spreading for embankment or stackingas directed.

488.60 Cum 748984.71

Name of Work : Construction Of Affordable Housing Project EWS/LIG Dwelling Units In Sector 12 of PCNTDASub-Estimate No. II

AbstractLand Levelling, Driveways and Parking




10 2.26 22837.09

Conveying materials obtained from road cuttingincluding all lifts, laying in layers of 20cm. to 30cm.breaking clods, dressing to the required lines, curves,grades and section, watering and compacting to not lessthan 97% of standard proctor density for a lead of300m. to 500m. inclusive, from the site of excavation tothe site of deposition as directed.

225.45 Cum 5148621.94

11 2.27 7811.89


462.20 Cum 3610655.56

12 3.02 3319.40

Construction of granular sub-base by providing closegraded Material, mixing in a mechanical mix plant atOMC, carriage of mixed Material to work site,spreading in uniform layers with motor grader / Paveron prepared surface and compacting with vibratorypower roller to achieve the desired density, complete asper clause 401 -- Plant Mix Method and Grading - IIMaterial.

1814.55 Cum 6023217.27

13 3.23 3648.75

Wet Mix Macadam -- Providing, laying, spreading andcompacting graded stone aggregate to wet mixmacadam specification including premixing theMaterial with water at OMC in mechanical mix plantcarriage of mixed Material by tipper to site, laying inuniform layers with paver in sub- base / base course onwell prepared surface and compacting with vibratoryroller to achieve the desired density. Laying ByGrader/Paver.

1797.25 Cum 6557715.94

14 12.25 43.12


3963.60 Cum 170910.43

15 14.44 620.89


6306.30 Cum 3915518.61




16 5.22 1159.20

Providing and laying in situ cement concrete M -30with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125micron thickness with groove cutting of 4 mm wide and20 mm deep with necessary refilling with bitumen (excluding reinforcement) with V.S.I. quality ArtificialSand. etc. complete

6469.70 Cum 7499676.24

17 14.01 55.880


18 5.21 16597.00

Providing and fixing factory made Hydraulicallypressed Mechanically vibrated and compacted precastinter locking cement concrete paving blocks 100MMthick in M-40 grade of approved size and shape for Citystreets and roads with high volume/ heavy traffice asspecified and as per IS 15658:2006 including cost of allmaterials, manufacturing, curing, transportation ofblocks to work site including loading, unloading andstacking as directed, laying paving blocks in positionover prepared bed of natural sand / crushed sand of 50mm thickness including necessary excavation in allstratas, spreading blindge of fine sand over the preparedbed, compacting blocks by plate vibrator etc. complete.

809.45 Sqm 13434441.65

19 17.37 77.26Providing and laying weep holes of 100 mm diameterAC/PVC pipes as per drawing for abutment returns,return walls etc. Complete.

268.40 Rmt 20736.58

20 35.25 216.50

Providing and applying two coats of exterior acraylicemulsion paint confirming to corresponding I.S. ofapproved manufacture and of approved colour to theplastered surfaces including cleaning ,preparing theplaster surface, applying primer coat ,scaffolding ifnecessary , and watering the surface for two days etc.complete.

218.10 Sqm 47218.65

21 6.35 481.08

Road Marking with Hot Applied ThermoplasticCompound with Reflectorizing Glass Beads onBituminous Surface- Providing and laying of hotapplied thermoplastic compound 2.5 mm thickincluding reflectorizing glass beads @ 250 gms per sqmarea, thickness of 2.5 mm is exclusive of surfaceapplied glass beads as per IRC:35 .The finished surfaceto be level, uniform and free from streaks andholes.complete.

519.00 Sqm 249680.52


50500392.92Grand Total

Total




1 External Electrification HT & LT 69675822.32

2 Street Lighting in LED 9207228.20

3 Pumps For Solar & Flushing 5470818.00

Total 84353868.52

Grand Total sub est III in INR Say 84353869.00


PROJECT 2 - SUB ESTIMATE III - MEASURABLE WORK OUTSIDE THE BUILDING IN INFRASTRUCTURE LIKE EXTERNAL ELECTRIFICATION, STREET LIGHTING AND PUMPS


Note : The bidder shall provide comprehensive annual maintenance contract of five years after completion with the manufacturer of pumps for solar and flushing



Sr. No. Qty Item Description Unit DSR NO Rate Amount

Electrical Works for HT

1 1.00

Supplying , erecting, testing & commissioning 22kV, 630A,16kA/3sec, 4Way Outdoor, Extensible motorised SCADAcompatible RMU as per Electric Supply Co specificationconsisting of 2Nos. feeder with Load Break Switch and 2Nos. feeder with VCB. | <2LBS +2VCB+M> as per specification no. SW-HTS / RMU SCADA

Each ( 5-9-26) 818818.00 818,818.00

2 4.00


Each (5-9-28) 1361502.00 5,446,008.00

3 2.00


Each (5-9-27) 1056215.00 2,112,430.00

4 14.00

Supplying and Erecting approved make 630 kVA,3 phase, 50 c/s Oil immersed and naturally cooled outdoor type,Copper wound transformer with Energy Efficiency Level -2,BIS Standard with delta connected. on HV side & starconnection on LV side with additional neutral brought out on load side,Temp rise should not Exceeding 4000 C bythermometer in oil and 4500C by the resistance in winding at full load rating, voltage rating 22/ 0.433 kV with HV tapping(with off load tap changer) Tappings on Transformer For Off-load +5 to -10 in Steps of 2.5% ,with standard accessories complete with Test Certificate with losses below 1953 watts at 50% load, 5565 watts at 100% load as per IS:1180 - 2014 Level II as per specification No SS- TR.with necessary permission of Electrical Inspector

Each (10-1-16) 1258414.00 17,617,796.00

5 2398.63

Supplying , erecting & terminating 3 x 300 sq. mm 22 kV,XLPE(E) armoured cable on wall/ceiling or laid in providedtrench / pipe in an approved manner as per specification No.CB-HT

MT. (7-3-18) 2338.00 5,607,996.94

6 6.00Providing and erecting Heat shrinkable outdoor termination kit for 22 kV ( E ) XLPE HT cable 3x240 to 400 sq. mm. with necessary material as per specification No. CB-JT/HT

Each ( 7 -5-17) 27004.00 162,024.00

7 36.00

Providing and erecting Heat shrinkable indoortermination kit for 22 kV ( E ) XLPE HT cable 3x240 to 400 sq. mm. with necessary material as per specification No. CB-JT/HT

Each (7-5-8) 15888.00 571,968.00

8 8.00

Providing and erecting Heat shrinkable Straight throughjoint kit for 22 kV ( E ) XLPE HT cable 3x300 to 400 sq.mm with necessary material as per specification No. CBJT/ HT

Each (7-5-26) 56335.00 450,680.00

9 320.00

Supplying , erecting & terminating 3 x 150 sq. mm 22 kV,XLPE(E) armoured cable on wall/ceiling or laid in providedtrench / pipe in an approved manner as per specification No.CB-HT

MT. (7-3-15) 1565.00 500,800.00


Sub Estimate III - ABSTRACT -External Electrification HT & LT

EWS & LIG Housing (EXETERNAL & INFRA )




10 32.00Providing and erecting Heat shrinkable indoor terminationkit for 22 kV ( E ) XLPE HT cable3x120 to 185 sq. mm.with necessary material as per specification No. CB-JT/HT

Each (7-5-5) 13741.00 439,712.00

11 6.00

Providing and erecting Heat shrinkable Straight throughjoint kit for 22 kV ( E ) XLPE HT cable 3x120 to 150sq.mm with necessary material as per specification No.CBJT/HT

Each (7-5-38) 41083.00 246,498.00

12 1988.00

Supplying & laying (including excavation) 15 cm dia halfround RCC Hume pipe of standard thickness at requireddepth up to 90 cms. below road / ground surface, forenclosing provided cable & necessary back filling with light ramming to make the road/ground surface as it was (Except bitumen carpet)

MT. (7-6-6) 432.00 858,816.00

13 110.00

Supplying & laying (including excavation)25 cm dia RCCHume pipe of standard thickness at required depth up to 90 cms. below road / ground surface, for covering providedcable & necessary back filling with light ramming to makethe road/ground surface as it was (Except bitumen carpet).

MT. (7-6-7) 601.00 66,110.00

14 3039.04

Providing and fixing sheet metal work in CRCA sheet withfabrication of boxes panel boards etc. includingcutting, bending, drilling, welding, riveting etc. treated withanti-rust treatment and duly powder coated or painted withone coat of red lead paint and 2 coats of enamel paints

Kg. (6-1-1) 211.00 641,237.44

15 16.00

Supplying and erecting Air circuit breaker manuallyoperated non-draw out type of 1000A, 500V, 3 pole havingS.C. rating 50 kA (Ics=Icu=Icw for 1s), with standardaccessories on provided iron frame as per specification No. SW-SWR/ACB

Each (5-8-4) 70612.00 1,129,792.00

16 32.00Supplying and erecting Bus bar chamber triple pole withneutral with four aluminium bars, 500V800A complete asper specification no. CP-BB

MT. (6-2-6) 9379.00 300,128.00

17 32.00Providing earthing with Copper earth plate size 30 x 30 x0.315 cm complete with all materials, testing & recording theresults as per specification No.EA-EP

Each (9-1-2) 5827.00 186,464.00

18 88.00Providing earthing with Galvanized cast iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing &recording the results as per specification No. EA-EP

Each (9-1-1) 3785.00 333,080.00

19 16.00

Supplying and erecting AC three phase LT/CT multi-function NET METER DLMS compliance of accuracy class 0.5, 3x 240V, 50Hz, with backlit LCD Display, Optical port & RS 232 port( Measures import kWh, kVAh, export kWh, kVAh ,Net kWh, kVAh,V,I, kW, 6 months history of energy, Load survey,TOD, tamper detection & logging, power ON/OFF events, instantaneous parameters of rating -/5A with display in absence of power) with wiring connections and mounting hardware on provided panels complete with calibration certificate from manufacturer.

Each (6-3-18) 12217.00 195,472.00

20 14.00

Providing transformer plinth 1.5 x 1.5 x 1.5 m in size withnecessary excavation in ground at the bottom with 150 mm. thick M- 10 PCC at the bottom and top and 250 mm. thick burnt brick wall constructed at periphery and remaining hollow portion shall be filled with 60mm Hard broken aggregate, external surface duly plastered 15 mm thick including watering etc. complete.

Each (16-2-1) 14313.00 200,382.00

21 22.00

Providing Cement Concrete foundation including excavation for stay 60 cm x 60 cm x 1.5 m deep in 1:3:6 cement concrete (20x25mm stone metal) with necessary curing and finishing in an approved manner.

Each (16-3-5) 2413.00 53,086.00




22 1948.16

Supplying and erecting copper strip of required size used for earthing on wall and/or any other purpose with necessary copper clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification No EA-EP.

Kg. (9-2-2) 670.00 1,305,267.20

23 3770.00

Supplying and erecting GI strip of required size used forearthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification No EA-EP.

Kg. (9-2-3) 178.00 671,060.00

24 960.00

Supplying, erecting & terminating PVC armoured cable3½core 300 sq. mm aluminium conductor with continuous12.97 sq. mm (8 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no.CB-LT/AL.

MT. (7-1-31) 1280.00 1,228,800.00

25 2501.44

Supplying, erecting & terminating PVC armoured cable 1100 V. 3½ core 185 sq. mm aluminium conductor withcontinuous 12.97 sq. mm (8 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

MT. (7-1-29) 904.00 2,261,301.76

26 1618.48

Supplying, erecting & terminating PVC armoured cable 3½core 150 sq. mm aluminium conductor with continuous12.97 sq. mm (8 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

MT. (7-1-28) 740.00 1,197,675.20

27 848.00

Supplying, erecting & terminating PVC armoured cable 3½core 120 sq. mm aluminium conductor with continuous12.97 sq. mm (8 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

MT. (7-1-27) 618.00 524,064.00

28 1822.96

Supplying & laying (including excavation)25 cm dia RCCHume pipe of standard thickness at required depth up to 90 cms. below road / ground surface, for covering providedcable & necessary back filling with light ramming to makethe road/ground surface as it was (Except bitumen carpet).

MT. (7-6-7) 601.00 1,095,598.96

29 192.00 Supplying & erecting ISI marked HRC fuse cartridge 415V 400A Each (5-10-21) 588.00 112,896.00



Electrical Works for DG Set




32 0.00

Supplying, Erecting and Commissioning of Diesel generating set with alternator of 100 kVA output continuous rating, 3 Phase, 415 V, 50 c/s 0.8 p. f. A.C a totally enclosed air cooled / liquid cooled multi-cylinder diesel engine developing suitable BHP at 1500 rpm with 10% overload for 1 hour in 12 hours, along with standard accessories, self-excited, self-regulated, screen protected alternator with static excitation system running at 1500 RPM as per IS 4722-2001 with voltage regulation +/- 5 %. Both the engine and alternator direct coupled on a common fabricated steel base frame and mounted on anti-vibrating pads with standard control panel comprising meters, switchgears, indicators connected with suitable wires/cables, the complete set enclosed in composite Acoustic enclosure as fully assembled integral unit made of 16 SWG CRCA Sheet, sound absorbing material to restrict sound level upto 75 dB at 1.0 m, provided with first filling of oil, diesel, etc. and obtaining necessary approval from Electrical Inspector as per specification no. GEN-DG

Each (11-1-13) 727917.00 -

33 1.00


Each (11-1-14) 765990.00 765,990.00

34 2.00

Supplying, Erecting and Commissioning of Diesel generating set with alternator of 160 kVA output continuous rating, 3 Phase, 415 V, 50c/s 0.8 p. f. A.C a totally enclosed air cooled / liquid cooled multi-cylinder diesel engine developing suitableBHP at 1500 rpm with 10% overload for 1 hour in 12 hours,alongwith standard accessories, self-excited, self regulated,screen protected alternator with static excitation system running at 1500 RPM as per IS 4722-2001 with voltage regulation +/- 5 %. Both the engine and alternator direct coupled on a common fabricated steel base frame and mounted on anti-vibrating pads with standard control panel comprising meters, switchgears, indicators connected with suitable wires/cables, the complete set enclosed in composite Acoustic enclosure as fully assembled integral unit made of 16 SWG CRCA Sheet, sound absorbing material to restrict sound level upto 75 dB at 1.0 m, provided with first filling of oil, diesel etc. as per specification no. GEN-DG

Each (11-1-16) 1029673.00 2,059,346.00




35 0.00

Supplying, Erecting and Commissioning of Diesel generating set with alternator of 200 kVA output continuous rating, 3 Phase, 415 V, 50c/s 0.8 p. f. A.C a totally enclosed air cooled / liquid cooled multi-cylinder diesel engine developing suitable BHP at 1500 rpm with 10% overload for 1 hour in 12 hours,alongwith standard accessories, self-excited, self-regulated, screen protected alternator with static excitation system running at 1500 RPM as per IS 4722-2001 with voltage regulation +/- 5 %. Both the engine and alternator direct coupled on a common fabricated steel base frame and mounted on anti-vibrating pads with standard control panel comprising meters, switchgears, indicators connected with suitable wires/cables, the complete set enclosed in composite Acoustic enclosure as fully assembled integral unit made of 16 SWG CRCA Sheet, sound absorbing material to restrict sound level upto 75 dB at 1.0 m, provided with first filling of oil, diesel etc. as per specification no. GEN-DG

Each (11-1-18) 1307704.00 -

36 3.00


Each (11-1-19) 1632517.00 4,897,551.00

37 0.00


Each (11-1-22) 2123863.00 -

38 12.00Providing earthing with Copper earth plate size 30 x 30 x0.315 cm complete with all materials, testing & recording the results as per specification No.EA-EP

Each (9-1-2) 5827.00 69,924.00

39 24.00Providing earthing with Galvanized cast iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing &recording the results as per specification No. EA-EP

Each (9-1-1) 3785.00 90,840.00




40 600.00

Supplying and erecting copper strip of required size used for earthing on wall and/or any other purpose with necessary copper clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification No EA-EP.

Kg. (9-2-2) 670.00 402,000.00

41 648.00

Supplying and erecting GI strip of required size used forearthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in anapproved manner with joints required. As per specification No EA-EP.

Kg. (9-2-3) 178.00 115,344.00

42 1.00

Supplying, erecting, testing and commissioning ofMicroprocessor based AMF panel suitable for DieselGenerating Set of above 100 kVA upto 125 kVA capacitySingle/Three phase, 230/415 Volts, 50Hz A.C. with allstandard features, safeties etc. as per specification no. GENAMF.

Each (11-2-11) 121440.00 121,440.00

43 2.00

Supplying, erecting, testing and commissioning ofMicroprocessor based AMF panel suitable for DieselGenerating Set of above 140 kVA upto 180 kVA capacitySingle/Three phase, 230/415 Volts, 50Hz A.C. with allstandard features, safeties etc. as per specification no. GENAMF.

Each (11-2-13) 153090.00 306,180.00

44 3.00

Supplying, erecting, testing and commissioning ofMicroprocessor based AMF panel suitable for DieselGenerating Set of above 200 kVA upto 250 kVA capacitySingle/Three phase, 230/415 Volts, 50Hz A.C. with allstandard features, safeties etc. as per specification no. GEN AMF.

Each (11-2-15) 190225.00 570,675.00

45 0.00

Supplying, erecting, testing and commissioning ofMicroprocessor based AMF panel suitable for DieselGenerating Set of above 250 kVA upto 320 kVA capacitySingle/Three phase, 230/415 Volts, 50Hz A.C. with allstandard features, safeties etc. as per specification no. GEN AMF.

Each (11-2-16) 303708.00 -

46 8.00

Providing & erecting Floor / Wall mounting, MCCB Panelboard suitable for Four Pole Incoming 400A,8 ways Fourpole outgoing on provided iron frame, as per SpecificationNo SW-SWR/MCCBPB. (Excluding MCCB'S)

Each (5-7-9) 54556.00 436,448.00

47 3.00

Providing & erecting Floor / Wall mounting, MCCB Panelboard suitable for Four Pole Incoming 250A,8 ways Fourpole outgoing on provided iron frame, as per Specification No SW-SWR/MCCBPB. (Excluding MCCB'S)

Each (5-7-4) 48357.00 145,071.00

48 1947.96

Making the trench in soft soil of suitable width and depth asper IS for laying provided L.T cable of 25 sq. mm & above and covered with Half round hume pipe complete. As perspecification no. CW-EXNCTR

MT. (16-1-4) 275.00 535,689.00

49 1640.41

Making the trench in Hard murum/Tar road of suitablewidth and depth as per IS for laying provided L.T cable of 25 sq. mm & above and covered with Half round humepipe complete. As per specification no. CW-EXN-CTR

MT. (16-1-3) 306.00 501,963.93

50 26.91

Providing burnt brick masonry with 1:6 ratio cement concrete duly plastered including watering, streaking joint on exposed faces, rocking at joint on exposed faces and watering complete

m³ (16-2-2) 5013.00 134,899.83

51 324.45

Excavating Hard Murum/metal road (B.T.)by chiselling forpreparing pit for poles stay or earth plates or for laying cables, pipes & clearing the site by removing debris & making the site good.

m³ (16-1-6) 217.00 70,405.65

52 60.00 Providing and spreading stone metal 25 mm size for 100 mm depth above the ground level. m2 (16-2-4) 73.00 4,380.00




53 42.00

Supplying and erecting RCC chamber cover of size 750 mm x 750 mm x 50mm thick with lifting arrangement including laying of angle iron frame of angle size as 50 x 50 x6 mm to be fixed / embedded on top of chamber

Each (16-2-6) 2826.00 118,692.00

54 2520.00

Supplying, erecting & terminating PVC armoured cable4core 4 sq. mm copper conductor continuous 5.48 sq. mm (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/CU

MT. (7-2-9) 245.00 617,400.00

55 21.00

Providing & erecting 4 Pole MCCB upto 100A, 415Vcapacity with S.C. rating 25 kA (Ics=100% of Icu), thermalsetting with provided leads on iron /G.I. frame as perspecification No. SW-SWR/MCCB

Each (5-5-1) 5354.70 112,448.70

56 5.00

Providing & erecting 4 Pole MCCB of 200A,415V capacitywith S.C. rating 25 kA (Ics=100% of Icu) thermal andmagnetic setting with provided leads on iron /G.I. frame asper specification no. SW-SWR/MCCB

Each (5-5-2) 10674.30 53,371.50

57 2059.96

Supplying, erecting & terminating PVC armoured cable 3½core 95 sq. mm aluminium conductor with continuous 8.35sq. mm (10 SWG) G.I. earth wire complete erected withglands & lugs, on wall/ trusses/pole or laid in provided trench/pipe as per specification no. CB-LT/AL

MT. (7-1-21) 501.00 1,032,039.96

58 240.00Supplying and erecting XLPE armoured cable 12 core1.5 sq.mm. copper complete erected on wall/ ceiling as per specification No. CB-LT/CU

MT. (13-10-7) 295.00 70,800.00

59 2299.96Supplying and erecting XLPE armoured cable 4 core 1.5 sq.mm. copper complete erected on wall/ ceiling as perspecification No. CB-LT/CU

MT. (13-10-5) 107.00 246,095.72

60 25.00

Supplying and erecting Intelligent flush mountedMaximum Demand Controller panel meter three phasefour wire 50-550 V Phase to phase Aux Supply 90-300VAC/DC CT secondary site selectable 1A/5A, CT /PTsite programmable, class 1 Flush mounted 96 x 96 mm meter,Data log 8MB, 4 realy output Time of Day (TOD) 6 slots available, block / sliding window site selectable with V, A, F, kW, kVA, kVAr, kWh, kVAh,kVArh, PF, run hr, Onhr, Intr, Phase angle, THD, events, neutral current, Max Demand (with RTC) viewing in LCD multi function meter with LCD display complete class -1 accuracy with RS 485communication protocol with wiring connections andmounting hardware on provided panels complete withcalibration certificate from manufacturer.

Each (6-3-15) 19759.00 493,975.00

61 466.67

Supplying and erecting fencing of section having size 2450mm in height from ground level and 1200 mm width withangle iron frame work erected in C C foundation and painted as per specification No SS-AS/FSG

Each (10-2-18) 5188.00 2,421,066.67

62 64.00

Supplying and erecting 50 x 50 x 6 mm. angle iron as corner support 2m long fixed at the middle of the fencing frame and the other side inclined at 30 degree angle, in C.C. foundation of 15 x 15 x 40cm complete duly painted with one coat of red oxide and two coats aluminium paint.

Each (10-2-19) 1054.00 67,456.00

63 16.00

Supplying and erecting double leaf hinged door each 1500 mm in width x 1850 mm in height using B class ,GI pipe with angle iron supports, chain link wire mesh (jali) complete supported on channel iron, erected in foundation, and painted as per specification no SS-AS/DLD

Each (10-2-20) 15672.00 250,752.00

64 16.00Providing printed instruction chart for treating personssuffering from electric shock, printed in English & Marathiand duly laminated.

Each (10-2-22) 110.00 1,760.00

65 16.00 Providing pair of duly tested rubber hand gloves as per IS:4770 suitable for working upto 22kV supply. Each (10-2-23) 549.00 8,784.00




66 32.00

Providing Round bottom FIRE Bucket of 9 Litres capacity as per IS : 2546 made out of 24 gauge G.I. sheet with extrahandle at bottom duly painted white inside and red outsidewith FIRE Mark, on provided stand/ wall hook.

Each (10-2-24) 627.00 20,064.00

67 8.00

Providing Floor mounting stand for keeping 4 Nos. ofFIRE buckets 1500mm in length, 900mm in height framemade out of 30x30x4 mm angle iron with cross supports for legs, welded with 4 hooks and duly painted with one coat of red lead and two coats of silver paint.

Each (10-2-25) 3281.00 26,248.00

68 8.00

Supplying standard first aid box with necessary antisepticcream, medicine for use on wounds due burn, crepe bandage, gauge bandage, medicated ready to use bandage (Band-Aid) adhesive tape for medicinal use, scissors, anti-septic solution (Savlon or similar) etc. (All above contents shall be of standard makes)

Each (10-2-27) 665.00 5,320.00

69 100.00

Supplying and fixing PVC Synthetic elastomer electricallyinsulating mat with class C insulation conforming to IS:15652 – 2006 & CPRI tested having 3mm thickness upto 33 kV

m2 (10-2-32) 6231.00 623,100.00

70 37.00

Supplying and erecting D.C.P. type Fire Extinguisher 6 kgcapacity cartridge type with Gun Metal cap 150 gram CO2 gas cartridge, powder and brackets conforming to IS 2171-1985/ IS 15683 and complete erected with necessary clamps made from 50x6 mm M.S. flat with nuts & bolts grouted in wall complete.

Each (10-2-34) 3168.00 117,216.00




71 29.00

Supplying & erecting Carbon Dioxide (CO2) fireextinguisher of 4.5 kg. Capacity Cartridge type conf. To IS2878 /15683Complete erected with necessary clamp made from 50x6 mm. M. S. flat with nut & bolts grouted in wall complete.

Each (10-2-36) 10208.00 296,032.00

72 21.00

Supplying and erecting approved make ON LOAD Four Pole Automatic Transfer Switch suitable for415V, 50Hz,200Acapacity conforming to IEC: 60947-1 & IEC: 947-6-1/ IS: 13947-1, with Enclosure, automatic/manual inbuilt Time delay, high transfer speed, excellent breaking capacity, superior making capacity, compact & light weight, erected on provided angle iron / G.I. frame and connected with provided leads.

Each (5-1-35) 57192.00 1,201,032.00

73 3.00

Supplying and erecting approved make ON LOAD Four Pole Automatic Transfer Switch suitable for415V, 50Hz,320Acapacity conforming to IEC: 60947-1 & IEC: 947-6-1/ IS: 13947-1, with Enclosure, automatic/manual inbuilt Time delay, high transfer speed, excellent breaking capacity, superior making capacity, compact & light weight, erected on provided angle iron / G.I. frame and connected with provided leads.

Each (5-1-36) 66756.00 200,268.00

74 1.00

Supplying and erecting approved make ON LOAD Four Pole Automatic Transfer Switch suitable for415V, 50Hz,400Acapacity conforming to IEC: 60947-1 & IEC: 947-6-1/ IS: 13947-1, with Enclosure, automatic/manual inbuilt Timedelay, high transfer speed, excellent breaking capacity,

Each (5-1-37) 79339.00 79,339.00

75 3633.29

Supplying and erecting Iron, sheet metal work consisting ofCRCA Sheets, Various sections of iron, Plates, ChequeredPlates, Rods, Bars, MS pipes, etc. for panel board or anyother purposes complete with bending, cutting, drilling andwelding complete erected at the position with necessarymaterials duly painted with one coat of red oxide and twocoats of enamel paint to match the switchgears or as perdirections by the authority

Kg. (6-1-20) 119.00 432,361.99

76 844.50

Supplying and erecting Iron, sheet metal work consisting ofCRCA Sheets, Various sections of iron, Plates, ChequeredPlates, Rods, Bars, MS pipes, etc. for panel board or anyother purposes complete with bending, cutting, drilling andwelding complete erected at the position with necessarymaterials duly painted with one coat of red oxide and twocoats of enamel paint to match the switchgears or as perdirections by the authority

Kg. (6-1-20) 119.00 100,495.86

76 1.00 MSEDCL SUPERVISION CHARGES @1.3 % Lumpsum 860667.02 860,667.02

77 6.00 HT LIASIONING &TESTING CHARGES Lumpsum 200000.00 1,200,000.00

78 600 road & bituminious work Sq mtr 2350 1,410,000.00

Total for Work Portion Rs. 69,675,822.32



Sr. No. Qty Item Description UOM Rate Amount

1

124.00 Providing & erecting 9 m high (clear height) galvanised OCTAGONAL pole with foundation bolts having bottom of 155 mm A/F, top 70 mm A/F on provided foundation as per specification No.OHPL/OPL (8.3.16)

Each 18170.00 2253080.00

2

1240.00Supplying, erecting & terminating PVC armoured cable 4 core 4 sq mm copper conductor continuous 5.48 sq mm (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/CU (7.2.9)

Mtr 245.00 303800.00

3

3480.00Supplying, erecting & terminating PVC armoured cable 4 core 16 sq mmaluminium conductor with continuous 5.48 sq mm (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

Mtr 170.00 591600.00

4

248.00

Supplying and erecting approved type LED street light fitting 70 to 90W, having PF > 0.95, class IP 65 or above. Housing of pressure die cast aluminium alloy and heat sink extruded aluminium as per specification no. FG-ODF/FLS2 (2.9.6)

Each 7711.00 1912328.00

5

124.00

Supplying and erecting Street light bracket for erection of Double fitting made from 40 mm.dia ‘B’ class G.I. pipe 1.0 m in length along with pole cap of 300 mm length 100 mm dia duly welded as per specification no.FG-BKT/BPC ( 2-6-6)

Each 1067.00 132308.00

6

124.00

Providing & casting of M- 20 grade reinforced cement concrete (RCC) foundation suitable for 9m & 10m high octagonal /conical G.I. pole considering the safe soil bearing capacity at site as 10 T/sq m at 1.5 m depth including supply of steel, concrete, excavation and fixing provided nut bolts with the help of template as per design in an approved manner. (16.3.9)

Each 8581.00 1064044.00

7128.00 Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l.

Rod complete with all materials as per specification No. EA-EP (9.1.4)Each 1218.00 155904.00

8124.00 Supplying, erecting & marking SPMCB 6A to 32A, B- series (for lighting) in

provided distribution board as per specification No. SW-SWR/MCB (5.3.3)Each 151.00 18724.00

9

165.00Supplying, erecting & terminating PVC armouredcable 3½ core 50 sq mmaluminium conductor with continuous 5.48 sq mm (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/pipe as per specification no. CB-LT/AL (7.1.19)

Mtr 317.00 52305.00

10

4.00

Supplying & erecting street light control panel in powder coated CRCA 4/16 SWG sheet, outdoor type, three phase, 415 Voltsconsisted of suitable rating contactor, 24 Hrs Digital / Astronomical time switch, TPN MCB 40 Amp, Auto/manual selector switch, ON/OFF push buttons, indicator lamps, control wiring, metering device, etc for automatic operation & overcurrent, short circuit, earth fault protection of street lights upto the max load of 6 Kw on provided iron frame / CC foundation. (5-2-18)

Each 21689.00 86756.00

11

4.00

Supplying and erecting mini feeder pillar triple pole with 300A FPMCCB as incomer and 3 outgoing circuits with HRC Fuse base and Cartridge of 100A consists of aluminium bus bar 500V 300Acomplete erected in 14 gauge CRCA sheet box with supporting angles, self locks, gasket and slanting top to be erected on provided foundation as per per specification No. SW-SWR/MFP ( 5-2-15)

Each 44665.00 178660.00


Sub Estimate III - Abstract -Street Light

EWS & LIG HOUSING



Sr. No. Qty Item Description UOM Rate Amount

12

124.00 Supplying & erecting FRP box of size 300mm x 200mm x 125 mm, 2.7 mm thick complete on pole/wall as per specification No.CB-SB (7.8.8) Each 546.00 67704.00

13

4.00

Supplying and erecting Static energy meter with 3X240V 50 cycles A.C. supply 10-60 A, ISI mark, accuracy class 1.0 with backlit LCD Display, (measuring & Display kWh ONLY ) with transparent Hinge Type box complete erected on polished T.W. board duly wired with requiredsize of weather proof PVC wires duly tested by electric supply company.(6.3.3)

Each 4349.00 17396.00

14

198.00

Supplying & laying (including excavation)15 cm dia RCC Hume pipe with coupling collar of standard thickness at required depth up to 90 cm below road / ground surface, for enclosing provided cable & necessary back filling with light ramming to make the road/ground surface as it was (Except bitumen carpet). (7.6.5)

M 564.00 111672.00

15

2612.00

Supplying & laying (including excavation) 15 cm dia half round RCC Hume pipe of standard thickness at required depth up to 90 cms. below road / ground surface, for enclosing provided cable & necessary back filling with light ramming to make the road/ground surface as it was (Exceptbitumen carpet). (7.6.6)

m 432.00 1128384.00

16

1044.80 Excavating hard Rock or bituminous road (B.T.) by chiseling for preparing pit for poles stay or earth plates or for laying cables, pipes& clearing the site by removing debris & making the site good. (16.1.5)

M3 867.00 905841.60

171044.80

Excavating Hard Murum/metal road (B.T.)by chiseling for preparing pit for poles stay or earth plates or for laying cables, pipes & clearing the site by removing debris & making the site good. (16.1.6)

M3 217.00 226721.60

9,207,228.20 Total



Item No Short Description Unit No of Bldg

Material Labour Total Qty Total Materails

Total Labour

Total

-1 -2 -3 -4 -5 -6 -7 -8 -9 -10

12.3 Submersible Pumps for Borewells (WP-SMP)

12-3-11 Supplying and erecting submersible pumpset ofrequired HP with 415 V, 50 c/s AC supply suitable for150 mm dia. borewell suitable for 60 to 175 LPMdischarge at 97 to 56 m head & (max. efficiency at 79 mhead & 125 lpm) discharge & delivery pipe of necessarydiameter with a necessary H type clamps as perspecification No. WP-SMP

Each 12 36391 4769 41160 4 145564 19076 1975680

Total 1975680


Sub Estimate III - Abstract - Pumps for Solar & Flushing

Water Pumps for Flushing Infrastructure





Total Labour

Total

EWS 12


Each 11 36391 4769 41160 4 145564 19076 1811040

12-3-29 Supplying and erecting submersible pumpset ofrequired HP with 415 V, 50 c/s AC supply suitable for150 mm dia. borewell suitable for 70 to 250 LPMdischarge at 153 to 84 m head & (max. efficiency at 133m head & 160 lpm) discharge & delivery pipe ofnecessary diameter with a necessary H type clamps asper specification No. WP-SMP

Each 11 48897 4769 53666 2 97794 9538 1180652

Total 2991692





Total Labour

Total

EWS 08

12-3-4 Supplying and erecting submersible pumpset ofrequired HP with 415 V, 50 c/s AC supply suitable for150 mm dia. borewell, suitable for 20 to 80 LPMdischarge at 91 to 42 m head & (max efficiency at 68 mhead & 50 Ipm) discharge & delivery pipe of necessarydiameter with a necessary H. type clamp as perspecification No. WP-SMP

Each 1 29268 4149 33417 2 58536 8298 66834


Each 1 36391 4769 41160 4 145564 19076 164640

Total 231474





Total Labour

Total

LIG 0812-3-11 Supplying and erecting submersible pumpset of

required HP with 415 V, 50 c/s AC supply suitable for150 mm dia. borewell suitable for 60 to 175 LPMdischarge at 97 to 56 m head & (max. efficiency at 79 mhead & 125 lpm) discharge & delivery pipe of necessarydiameter with a necessary H type clamps as perspecification No. WP-SMP

Each 36391 4769 41160 4 145564 19076 164640

12-3-29 Supplying and erecting submersible pumpset ofrequired HP with 415 V, 50 c/s AC supply suitable for150 mm dia. borewell suitable for 70 to 250 LPMdischarge at 153 to 84 m head & (max. efficiency at 133m head & 160 lpm) discharge & delivery pipe ofnecessary diameter with a necessary H type clamps asper specification No. WP-SMP

Each 48897 4769 53666 2 97794 9538 107332

Total 27197234951385470818

Total Solar Water Pumps Grand Total for Pumps




1 Compound Wall & Gates 5437792.39

Total 5437792.39

Grand Total sub est IV in INR Say 5437792.00


PROJECT 2 - SUB ESTIMATE IV - COMPOUND WALL & GATES





1 46.11 46.10Dismantling stone masonry in lime or cement mortarincluding stacking the materils as directed with allleads, lifts etc.

214.95 Cum 9908.61

2 21.02 65.39

Excavation for foundation in earth, soil of all types,sand, gravel and soft murum, including removing theexcavated material up to a distance of 50 m. beyond thebuilding area and stacking and spreading as directed,dewatering, preparing the bed for the foundation andnecessary back filling, ramming, watering includingshoring and strutting etc. complete. (Lift upto 1.5 m.)

131.05 Cum 8569.36

3 21.06 261.58

Excavation for foundation in hard murum includingremoving the excavated material upto distance of 50metres beyond the building area and stacking andspreading as directed, dewatering, preparing the bed forthe foundation and necessary back filling, ramming,watering including shoring and strutting etc. complete.(Lift upto 1.50 m)

138.40 Cum 36202.67

4 21.10 261.58

Excavation for foundation in hard murum and bouldersincluding removing the excavated material up to adistance 50 metres, beyond the building area andstacking and spreading as directed, dewatering,preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring andtrutting etc. complete. (Lift upto 1.5m.)

163.55 Cum 42781.41

5 21.20 65.39

Excavation for foundation in Hard rock by chiselling,wedging, line drilling, etc. including trimming andlevelling the bed, removing the excavated material uptoa distance of 50 metres beyond the building areastacking as directed, dewatering and back filling withavailable earth/ murum watering, ramming etc.complete. (Lift upto 1.5 m).

1147.05 Cum 75005.60

6 12.25 78.42


3963.60 Cum 310825.51

Name of Work : Construction Of Affordable Housing Project EWS/LIG Dwelling Units In Sector 12 of PCNTDASub-Estimate No. IV

AbstractCompound Wall & Gates




7 25.11 44.32

Providing and laying in situ/Ready Mix cementconcrete M-20 of trap / granite /quartzite/ gneiss metalfor R.C.C. work in foundations like raft, stripfoundations, grillage and footings of R.C.C. columnsand steel stanchions etc. including bailing out water,formwork, laying/pumping cover blocks, compactionand curing roughening the surface if special finish is tobe provided (Excluding reinforcement and structuralsteel) etc. complete, with fully automatic microprocessor based PLC with SCADA enabled reversibleDrum Type mixer/ concrete Batch mix plant (Panmixer) etc. complete. With natural sand/V.S.I. qualityArtificial Sand.

5460.00 Cum 241987.20

8 25.31 26.38

Providing and laying Cast in situ/Ready Mix cementconcrete M- 20 of trap / granite /quartzite/ gneiss metalfor R.C.C. columns as per detailed designs and drawingor as directed including centering, formwork, coverblocks, laying/pumping, compaction finishing theformed surfaces with cement mortar 1:3 of sufficientminimum thickness to give a smooth and even surfaceor roughening if special finish is to be provided andcuring etc. complete,(Excluding reinforcement andstructural steel).with fully automatic micro processorbased PLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (Pan mixer) etc.complete. With natural sand/V.S.I. quality ArtificialSand.

8193.45 Cum 216143.21

9 26.17 239.09

Providing and laying Cast in situ/Ready Mix cementconcrete in M-20 of trap/ granite/ quartzite/ gneissmetal for R.C.C. pardi of required thickness includingcentering, formwork, cover blocks, laying/pumping,compacting , curing , finishing and rougheningthem ifspecial finish is to be provided and curingcomplete.(Excluding reinforcement and structuralsteel).with fully automatic micro processor based PLCwith SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With natural sand/V.S.I. quality Artificial Sand.

10316.65 Cum 2466607.85

10 14.01 14.420





11 1449.00

Providing and erecting Chain link fencing 0.6 M. heightwith G.I. chain link of size 50 x 50 mm 8 guage thickand fixed 75 mm above Pardi level vertical M.S Angleof 40 x 40 x 6 mm size embedded in concrete pardi at1.75 M.c/c with iron bar 16 mm dia as hold fastincluding welding link with angle frame at 30 cm c/cnuts and bolts and horizontal M.S. Angles at top andbottom of 25 x 25 x 5 mm size and vertical M.S. flat 35x 5 mm and 25 x 5 mm horizontal including crosssupport of 40 x 40 x 6 mm Angles both sides at everycorner or bends embedded in concrete pardi including 3coats of oil painting etc. complete.

386.40 Rmt 559893.60

12 44.10 72.00

Providing and fixing mild steel grill gate with angleiron frame 65mm x 65mm x 10mm with iron bars at150mm C/C and diagonal flats as per the detaileddrawing including hinges, pivot block lockingarrangement, welding riveting and oil painting of threecoats of approved shade Weight of gate 35 Kg/Smt.

1501.45 Sqm 108104.40

13 35.25 3177.33


218.10 Sqm 692975.67


5437792.39Grand Total

Total



Sr No. Description

1 Building Work in Superstructure without Utilities


PROJECT 2 - SUB ESTIMATE V - LUMPSUM WORK ABOVE TOP OF FIRST SLAB IN BUILDINGS




Item No.

Item of Work UnitDSR Item

No

Lumpsum Work Above Top of First SlabProviding and laying Cast in situ/ Ready Mix cementconcrete in M-25 of trap/ granite/ quartzite/ gneissmetal for Pardi, Slab, Landing, Waist Slab, Steps.Chajja, laying/ pumping, compacting, roughening themif special finish is to be provided, finishing if requiredand curing complete, with fully automatic microprocessor based PLC with SCADA enabled reversibleDrum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With V.S.I. quality Artificial Sand. For aluminium formwork:- Structures to be of RCCLoadbearing Design. The Construction Technologyshould allow for simultaneous pour of slabs and wallalongwith all structural and architectural features inone operation. Hence the Slabs and Walls along withstaircases, lofts, sunken areas, window hoods andarchitecutral features to be formed in one operation toensure jointless concrete construction. The Concreteso formed should be form finish and within thetolerances as mentioned below.Form Finish Concrete with Tolerances conforming to:Variation in PlumbVariation within each floor height: +/- 2mm.Variation within the height of the building: +/- 3mmVariation in DimensionVariation within cross section Dimension for sectionsless than 150mm : +/- 2mmVariation within cross section Dimensions for sectionsmore than 150mm but less than 300mm : +/-3mmVariation of Linear Building Lines from establishedpositions in plan: +/- 5mm

Surface IrregularitiesWhen measured with a 2mtr straight edge placeagainst the concrete surface the maximum deviationshould not exceed 2mm (+/- 1mm)

Name of Work : Construction of Affordable Housing Project 1528 EWS and

783 LIG Dwelling Units in Sector 12 of PCNTDA

Project 2 - Sub Estimate V - Lumpsum Work Above Top of First Slab in Buildings

33 Cum

Rate Analysis

and D.S.R.2017-18 Item No.

26.19



Item No.


No

Providing and laying Cast in situ/ Ready Mix cementconcrete in M-25 of trap/ granite/ quartzite/ gneissmetal for Pardi, Slab, Landing, Waist Slab, Steps.Chajja, laying/ pumping, compacting, roughening themif special finish is to be provided, finishing if requiredand curing complete, with fully automatic microprocessor based PLC with SCADA enabled reversibleDrum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With V.S.I. quality Artificial Sand. For aluminium formwork:- Structures to be of RCCLoadbearing Design. The Construction Technologyshould allow for simultaneous pour of slabs and wallalongwith all structural and architectural features inone operation. Hence the Slabs and Walls along withstaircases, lofts, sunken areas, window hoods andarchitecutral features to be formed in one operation toensure jointless concrete construction. The Concreteso formed should be form finish and within thetolerances as mentioned below.Form Finish Concrete with Tolerances conforming to:Variation in PlumbVariation within each floor height: +/- 2mm.Variation within the height of the building: +/- 3mmVariation in DimensionVariation within cross section Dimension for sectionsless than 150mm : +/- 2mmVariation within cross section Dimensions for sectionsmore than 150mm but less than 300mm : +/-3mmVariation of Linear Building Lines from establishedpositions in plan: +/- 5mm


Cum

Rate Analysis


25.72

34



Item No.


No



35 Cum

Rate Analysis


26.26



Item No.


No



37

Providing and fixing in position TMT FE -500 barreinforcement of various diameters for R.C.C. pilecaps, footings, foundations, slabs, beams columns,canopies, staircase, newels, chajjas, lintels pardis,copings, fins, arches etc. as per detailed designs,drawings and schedules, including cutting, bending,hooking the bars, binding with wires or tack weldingand supporting as required complete.

MTD.S.R.2017-18 Item No.

26.33

38

Providing and fixing during laying in RCC Slabrectangular 2 mm thick M.S. sheet fan hook box ofsize 180x100 mm with required depth with holes ornotches as required, bottom and top sides of 1.6 mmM.S. sheet fixed with 3.5 mm dia. round headedscrews together with 12 mm dia. M.S. bar bent toshape with hooked ends for fan hook and painting toexposed surface.

NoD.S.R.2017-18 Item No.

26.68

36 Cum

Rate Analysis


26.07



Item No.


No

39

Providing and laying vitrified matt fininsh tiles havingsize 590 mm to 605 mm x to 605 mm of 8 to 10 mmthickness and confirming IS. 15622-2006 (Group Bla)of approved make, shade and pattern for flooring inrequired position laid on a bed of 1:4 cement morarincluding neat cement float, filling joints, curing andcleaning etc. complete. a) Flooring

SqmD.S.R.2017-18 Item No.

33.42

40

Providing and laying vitrified matt finish tiles havingsize 590 mm to 605 mm x to 605 mm of 8 to 10 mmthickness and confirming IS. 15622-2006 (Group Bla)of approved make, shade and pattern for flooring inrequired position laid on a bed of 1:4 cement mortarincluding neat cement float, filling joints, curing andcleaning etc. complete. b) Skirting


33.43

41

Providing and laying Antiskid Ceramic tiles ofapproved quality of size 30 cm x 30 cm and confirmingto IS 15622-2006 (Group-B IIA) for antiskid flooring inrequired position laid on a bed of 1:4 cement mortarincluding cement float, filling joint with cement slurrycleaning curing etc. complete.


33.67

42

Providing and laying ceramic tiles of having size 30cm. x 30 cm. and confirming to corresponding I.S. fordado and skirting in required position with readymadeadhesive mortar of approved quality on plaster of 1:2cement mortar including joint filling with white/ colourcement slurry cleaning curing etc. complete.


33.25

43

Providing and laying ceramic tiles having size 30 cm. x60 cm. confirming to corresponding I.S. for dado andskirting in required position with readymade adhesivemortar of approved quality on plaster of 1:2 cementmortar including joint filling with white/ colour cementslurry cleaning curing etc. complete.


33.27

44

Providing and laying machine cut machine polishedmachine cut kota stone slabs 20 to 25 mm thick fortreads and risers of steps and staircases, with roundednosing for the treads on a bed of 1:4 cement mortarincluding cement float, filling joints with neat cementslurry, curing, polishing and cleaning etc. complete.


33.18

45

Providing and applying putty to new plastered surfacesin two coats to receive approved paint in all positionsincluding all materials,labour scaffolding and curingetc. complete.


36.18

46

Providing and applying washable oil-bound distemperof approved colour and shade to old and new surfacesin two coats including scaffolding, preparing thesurfaces. (excluding the primer coat.) etc. complete.

Sqm

D.S.R.2017-18 Item No. 36.11+36.0

1



Item No.


No

47

Providing and applying two coats of exterior acraylicemulsion paint confirming to corresponding I.S. ofapproved manufacture and of approved colour to theplastered surfaces including cleaning ,preparing theplaster surface, applying primer coat ,scaffolding ifnecessary , and watering the surface for two days etccomplete.


35.25

48

6 mm plaster on cement concrete or reinforced cementconcrete work with white cement based polymermodified self curing mortar of approved make as perthe direction of Engineer-In-Charge.

SqmCPWD Vol -

2 - 13.86

49

Providing and constructing granite kitchen platformwith fixing of stainless steel sink 600 mm x 450 mmsize as per detailed drawing including vertical bothside polished kadappah stone 25 to 30 mm thicksupports with kadappah top 35 to 40 mm thick andpolished granite 16 to 20 mm top with side strips ofgranite at front and both sides of platform raised withtwo vertical granite supports 15 cm height and topgranite of 75 x 40 cm including cutting, opening forsink of required size in kadappah as well as graniteetc. complete. (Platform top size 2.40 m x 0.60 m andheight is 0.75 m)


41.78

50

Providing and fixing solid core flush door shuttercommercial in single leaf 32 mm thick withoutventilator commercial type of exterior grade as perdetailed drawings with wrought iron hold fast, stainlesssteel fixtures and fastenings and handles on bothsides and finishing with oil painting 3 coats complete.


39.10



Item No.


No

51

Providing and Fixing 30 MM thick BOTH SIDEPRELAMINATED SOLID PANEL PVC DOORSHUTTER consisting of frame made out of M.S tubesof 19 guage thickness and, size 19 x 19 mm for stylesand 15 x15 mm for the top and bottom rails, M.S frameshall have a coat of metel primer of approved makeand manufacture. M.S frame shall be covered withheat mouled PVC 'C' channel made from 5 mm(+/0.25) thick prelaminated sheet of density 600kg/cbm ,of size 30mm thickness 70mm width out ofwhich 50mm shall be flat and 20mm shall be taperedin 45? angle on either side forming stiles ; and 5 mmthick ,95 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered in 45 on the innerside to form top and bottom rail and 115 mm wide PVCsheet out of which 75 mm shall be falt and 20 mmshall be tapered on both sides to form lockrail.Top,bottom and lock rail shall be provided eitherside of the panel. An additional 5 mm (+/0.25) thickPVC strip of 20 mm width is to be stuck on the bottomside of the ' c ' channel prelaminated paneling of 5 mm(+/0.25) thick PVC sheet to be fitted inside the M.S.frame welded/ sealed to the styles and rails with 5 mm(+/0.25) x 30 mm PVC sheet beadin on either side andjoined together with solvent cement adhesive etc ,10mm thickness (5 mm (+/0.25) x 2 nos ) 20 mm widecross PVC sheet as gap insert for the rail and bottomrail.Door to be fixed to frames with 3 nos M.S.powdercoated but


39.47

52

Providing and fixing cold rolled steel hollow door frame105mm x 60mm for anysizes including hold fasthinges, tie members with red oxide and gray paint etc.complete as per I.S.I. specifications and code ofpractice prescribed including anticorrosive treatmentas directed by the engineer.

RmtD.S.R.2017-18 Item No.

39.49

53

Providing and fixing in position factory made box typefully glazed window consisting of cold rolled section of105mm x 60mm x 1.25mm thick frame section filledwith cement concrete (1:2:4) and steel section F4B asper detailed drawing and design including mild steel12mm square bars at 10cm center to center, requiredF7B section, section T6, section for shutter frame(Louvered clips in case of Louvered window portion)and 3mm thick glass of approved quality of necessaryfixtures and fastening, finishing with one coat ofanticorrosive paint etc. complete .


39.23



Item No.


No

54

Providing water proof bedding for flooring of Bath andWC 25 mm thick in C.M. 1:3 including using approvedwater proofing compound in specified proportion asper manufacturers specifications for per bag of cementincluding leveling, curing and covering 10 yearsguarantee on court fee stamp paper of Rs.500/-including ponding test etc. complete.


31.05

55

Providing cement based water proofing treatment toterraces (Indian water proofing or alike) with brick batslaid in required lope to drain the water for any spanafter cleaning the base surface. Applying a coat ofcement slurry admixed with approved water proofingcompound and laying the brick bats on bottom layer inC.M.1:5 admixed with approved water proofingcompound filling up to half depth of brick bats, curingthis layer for 3 days, applying cement slurry over thislayer joints of brick bats with C.M.1:3 admixed withapproved water proofing compound and finally topfinishing with average 20 mm. thick layers of samemortar added with jute fiber at 1 Kg per bag includingfinishing the surface smooth with cement slurryadmixed with approved water proofing compound.Marking finished surface with false squares of 300mmx 300 mm. making the junctions at the parapetrounded and tapered top for required height, with dripmould at the junction of plaster and parapet and curingand covering 10 years Guarantee againstleakproofness on Court fee stamp paper of Rs. 500/-including ponding test etc. complete.


31.04

56

Providing and applying water proofing treatment usingacrylic polymer modified cement based water proofingcoating with fibre glass mesh mixing at the rate ofpowder to liquid (2:1) by weight covering 9 to 10 sqm/kg with two coat using Dr. Fixit or alike of chemicalsfor masonry and concrete surface by brush covering 7years guarantee on Stamp Papers etc. complete.


31.09

57

Providing and fixing 40mm diameter and 1.5mm thickStainless steel hand railing in S.S.304 Grade includingfabricating ,fixtures, errecting, necessary welding,grinding, finishing, buffing to stainless steel pipe etc.complete

RmtD.S.R.2017-18 Item No.

40.06



Item No.


No

58

Providing and fixing fire resistant door frame of section50 x 60 mm on horizontal side & 35 x 60 mm onvertical sides having built in rebate made out of 1.6mm thick GI sheet ( Zinc coating not less than120gm/m²) suitable for mounting 120 min Fire RatedGlazed Door Shutters. The frame shall be filled withMineral wool Insulation having density min 96Kg/m³ .The frame will have a provision of G.I. Anchor fastners14 nos ( 5 each on vertical style & 4 on horizontal styleof size M10 x 80 ) suitable for fixing in the openingalong with Factory made Template for SS Ball BearingHinges of Size 100x89x3mm for fixing of fire ratedglazed shutter. The frame shall be finished with aapproved fire resistant primer or Powder coating of notless than 30 micron in desired shade as per thedirections of Engineer - in- charge . (Cost of SS ballbearing hinges is excluded).

RmtCPWD 2016

Vol.1 - 9.161

59

Providing and fixing 60 mm thick glazed fire resistantdoor shutters of 120 min Fire Rating confirming toIS:3614 (Part II) or EN1634- 1:1999, tested andcertified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame,consisting of vertical styles, top rail & side rail 60 mm x60 mm wide and bottom rail of 110 mm x 60 mm madeout of 1.6mm thick G.I. sheet (zinc coating not lessthan 120gm/m²) duly filled mineral wool insulationhaving density min 96 kg/m³ and fixing with necessarystainless steel ball bearing hinges of size100x89x3mm of approved make, including applying acoat of approved fire resistant primer or powdercoating not less than 30 micron etc all complete as perdirection of Engineer-in-charge (panelling to be paidfor seperately).

SqmCPWD 2016

Vol.1 - 9.162



Item No.


No

60

Providing and fixing glazing in fire resistant doorshutters, fixed panels, & partitions etc, with G.I.beading made out of 1.6mm thick G.I. sheet (zinccoating not less than 120gm/sqm) of size 20x33 mmscrewed with M4 x38mm SS screws at distance75mm from the edges and 150mm c/c, includingapplying a coat approved fire resistant primer / powdercoating of not less than 30 micron on G.I. beading, &Special ceramic tape of 5x 20mm size etc. complete inall resepect as per NBC 2016, IS 16231(Part 3):2016and as per direction of Engineer in charge with glassof required thickness having 120 minutes of fireresistance both intigrity and radiation control (EW120)and minimum 20min of insulation (EI20). Themanufacturer have to give test report / certification offire glass and the glass should have stamp showingthe value of E,EW & EI. The glass shall be tested inapproved NABL accredited lab or by otheraccreditation body which operates in accoradance withISO/IEC 17011 and accredits labs as per ISO/IEC17025 for testing and calibration scopes shall beeligible. The maximum glazing size shall not be morethan 1100x2200mm (wxh) or 2.42sqm.

SqmCPWD 2016

Vol.1 - 9.164

61

Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, allncomplete.

SqmCPWD 2016

Vol.1 - 9.139



Sr No. Description

1 Water Supply and Sewerage

2 Solar Hot Water System

3 Fire

4 Internal Electrification


PROJECT 2 - SUB ESTIMATE VI - LUMPSUM WORK ABOVE TOP OF FIRST SLAB FOR UTILITIES IN BUILDINGS




Item No. Item of Work SSR Item No Unit

1.00

Providing and fixing European type wall-hung white water closet of Paryware/Hindware with push valve concealed type with cover plate 32mm size of JAQUAR MAKE SERIES FLV-1095 including soil pipe ,vent pipe up to outside face of wall ,100mm dia. G.I. plug bend inlet pipe all fittings, cutting& making good walls, floors etc. complete.**Spec : As directed by Engineer In Charge

41.63 No

2.00

Providing and fixing 1st class white glazed earthenware Orissa TypeW.C. Pan 580 mm dia including P or S trap cast iron soil and vent pipeupto the outside face of the wall (1:5:1 0) cement concrete bedding 15mm thick, 10 liter P.V.C. flushing cistern with all necessary pipeconnection etc. complete. Spec : As directed by Engineer In Charge

42.3 Number

3.00

Providing and fixing White glazed earthenware Wash Hand Basin of 55x 40 cm size with bottle trap including cold water piller taps, brackets,rubber plugs and brass chain, stop tap, chromium plate bottle trap andnecessary pipe connections including UPAC waste pipe and trap uptothe outside face of the wall, making good the damaged surface, testingetc. complete. BRAND - HINDWARE/ JOHNSON/ PARRYWARE/VIENA/ AMERICAN STANDARD

41.69 Number

4.00

providing and fixing stainless steel sink of size 600*510*200 mm of Nirali or equivalent make including coupling , outlet, pipe, elbow and other necessary fittings, finishings etc. complete. Spec No.: as directed by Engineer in charge.

42.78 No

5.00

providing and fixing C.P Angular stop clock with wall flange jaquar make continental ( CAT .NO . CON-059) including necessary sockets / union nut etc. complete. Spec No.: as directed by Engineer in charge. 42.79 No

5.00

providing and fixing C.P BIB cock with wall flange jaquar or equivalent make continental ( CAT .NO . CON-047) including necessary sockets / union nut etc. complete. Spec No.: as directed by Engineer in charge. 42.83 No

15.00Providing and fixing C.P. Two way BIB cock jaquar make or equivalentcontinental (CAT.NO. CON-041) including necessary sockets/union nutetc. complete.

S.S.R.2017-18 Item No. 42.67 Number

6.00providing & fixing,screw down 15 mm dia wheeled stop tap of brass including necessary socket,union nut complete. Spec.No;BD.v.9 page No. 555

41.43 No

do -- 20mm 41.44 No

do -- 25mm 41.45 No

do -- 32mm 41.46 No

do -- 40mm 41.47 No

do -- 50mm 41.48 No

7.00

providing and laying &fixing PVC pipe of 50mm dia with fittings such as bands tees reducers clamps etc including necessary excavition tranch filling etc complete.Spec.No;As directed by Engineer in charge.

S.S.R.2017-18 Item No. 42.30 RMT

Sub Estimate VI - Abstract Water Supply & Sewerage

Name of Work : Housing Scheme in Sector 12 by PCNTDA under PMAY - EWS Building P + 11 / 12 Units per Floor




8.00Providing and fixing on walls /ceiling /floor 15 millimetre diameter CPVCpipe with necessary fittings, remaking good the demolished portion etc.complete.

S.S.R.2017-18 Item No. 42.30

Running Metre


S.S.R.2017-18 Item No. 42.55

Running Metre

10.00Providing and fixing on walls /ceiling /floor 25 millimetre diameter CPVCpipe with necessary fittings, with Insulation remaking good thedemolished portion etc. complete.

S.S.R.2017-18 Item No. 42.56

Running Metre


S.S.R.2017-18 Item No. 42.58

Running Metre


S.S.R.2017-18 Item No. 42.57

Running Metre


S.S.R.2017-18 Item No. 42.59

Running Metre

14.00

Providing and fixing on walls/ ceiling/ floors, 80 mm dia.heavygrade having embossed as ISI Mark galvanised iron pipesweight of 10.15 Kg/meter with necessary fittings. and remakinggood the demolished portion and applying primer of anticorrosiveoil paint 2 coats Including necessary scaffolding andremoving existing pipe line if necessary and conveying andstacking the same in PWD chowky or as directed etc.complete.

S.S.R.2017-18 Item No. 41.16

Running Metre

14.00Providing and fixing 10 centimeter PVC nahani trap with grating etc.complete. S.S.R.2017-18

Item No. 42.60 Number

16.00

Providing and fixing C.P. sink cock with raised 'J' shaped swingingcasted spout jaquar jaquar make or equivalent make continental(CAT.NO. CON-359) including necessary sockets/ union nut etc.complete.


17.00

Providing and fixing 45 cm wide steel ladder of 40 mm x 6 mm mild steelflat stringers and steps of 18 mm diameter mild steel bar for water tankincluding fixing it in (1:2:4) M-15 cement concrete block 60 cm x 30 cm x30 cm & painting the ladder complete.

S.S.R.2017-18 Item No. 42.87

Running Metre

18.00Providing and fixing 75 mm diameter stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtuers and fiting such as bends, tees,single junctions slotted vent, clamps etc. complete.

S.S.R.2017-18 Item No. 42.15

Running Metre

19.00Providing and fixing in position UPVC ultra violet stabilized 110 mm outerdiameter cowl dome confirming to I.S. 4985 including making joints withsolvent cement etc. complete.





20.00

Providing and fixing P.V.C. Rain water pipes of 110mm outer diameterand having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592-1992including proper rainwater receiving recess with P.V.C. plug, bend,necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wallusing approved wooden cleats projecting 25mm to 40mm from face ofwall a fixing with clips of approved quality and number ,filing the jointusing rubber gasket with solvent cement and properly resting the shoe ofpipes on C.C. or masonry blocks, including necessary scaffolding andmaintenance for 3 yrs for any leakages or dislocations of pipes. All theP.V.C. fittings and additional 2 piece socket clips shall be got approvedfrom engineer in charge etc. complete. (The contractor shall give 3 yrsguarantee bond for payment)

S.S.R.2017-18 Item No. 42.77

Running Metre

21.00

Providing and fixing 75 mm diameter stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtuers and fiting such as bends, tees,single junctions slotted vent, clamps etc. complete. ( Rain water pipeindivisual Terraces )

S.S.R.2017-18 Item No. 42.87

Running Metre

22.00

providing and fixing P.V.C rain water pipes of 160mm outer diameter andhaving wall thickness of 2.2 to 2.7 mm confirming to I.S 13592-1992including proper rainwater receiving recess with P.V.C plug, bend,necessary fittings , such as offsets, shoes, includingfixing the pipe onwall using approved wooden cleats projecting 25mm to 40mm from faceof the wall a fixing with clips of approved quality and number , filling thejoint using rubber gasket with solvvent cement and properly resting theshoe of pipes on C.C or masonary blocks, inckuding necessaryscaffolding and maintenance for 3 yrs for any leakages or dislocations ofpipes. all the P.V.C fittings and additional 2 piece socket clips shall be gotapproved from engineer in charge etc. complete.Spec No.: as directed byEngineer in charge.

BDV - 42.85 Running Metre

23.00

providing and fixing in position UPVC ultra violet stabilized 110mm outerdiameter cowl dome confirming to I.S 4985 including making joints withsolvent cement etc complete. Spec No.: specifications

42.25 Number



Item No Short Description Unit

-1 -2 -3

4.1 Solar Hot Water System (ESD-SHWS)

4-1-1(New)

Note 1.If the solar water heating system is to be provided with heatexchanger ,increase overall rates by 15 %.

2. For all Hostel Bldg, Rest Houses, Circuit Houses,Dormitories and Residential quarters, Solar water heatingSystem shall be proposed for new installation and forreplacement / renovation instead of Electrical water Heater.

4.2 Pipes for Solar Hot Water System (ESD-HWP)

4-2-7 Supplying and erecting 12/16 mm (ID/OD) polyethylenecomposite pipe duly joined by compression/crimp fittedaccessories, with internal as well as external end sealingarrangement for Solar Water Heater System as per specificationNo. (ESD-HWP/PCP)

m


m


m


m

Sub Estimate VI Solar Hot Water System EWS 08

Supplying & Installing, Testing & Commissioning of FPC Solarwater heating system without heat exchanger type of 100 LPDcapacity as per specification No. ESD-SHWS-FPC

Each




-1 -2 -3


4-1-1(New)

Note 1.If the solar water heating system is to be provided with heatexchanger ,increase overall rates by 15 %.

2. For all Hostel Bldg, Rest Houses, Circuit Houses, Dormitories andResidential quarters, Solar water heating System shall be proposedfor new installation and for replacement / renovation instead ofElectrical water Heater.


4-2-7 Supplying and erecting 12/16 mm (ID/OD) polyethylene compositepipe duly joined by compression/crimp fitted accessories, with internalas well as external end sealing arrangement for Solar Water HeaterSystem as per specification No. (ESD-HWP/PCP)

m


m


m


m

Supplying & Installing, Testing & Commissioning of FPC Solar waterheating system without heat exchanger type of 100 LPD capacity as perspecification No. ESD-SHWS-FPC

Each

Sub Estimate VI Solar Hot Water System EWS 12




-1 -2 -3


4-1-1(New)

Note 1.If the solar water heating system is to be provided with heat exchanger ,increase overallrates by 15 %.

2. For all Hostel Bldg, Rest Houses, Circuit Houses, Dormitories and Residential quarters,Solar water heating System shall be proposed for new installation and for replacement /renovation instead of Electrical water Heater.


4-2-7 Supplying and erecting 12/16 mm (ID/OD) polyethylene composite pipe duly joined bycompression/crimp fitted accessories, with internal as well as external end sealing arrangement forSolar Water Heater System as per specification No. (ESD-HWP/PCP)

m


m


m


m

Supplying & Installing, Testing & Commissioning of FPC Solar water heating system withoutheat exchanger type of 100 LPD capacity as per specification No. ESD-SHWS-FPC

Each

Sub Estimate VI Solar Hot Water System



CSR Item No. Description of Item

10-2-24Providing round bottom FIRE Bucket of 9 Litres capacity as per IS : 2546 made out of 24 gauge G.I. sheet with extra handle at bottom duly painted white inside and red outside with FIRE Mark, on provided stand/ wall hook.

Each

10-2-25Providing floor mounting stand for keeping 4 Nos. of FIRE buckets 1500mm in length, 900mm in height frame made out of 30x30x4 mm angle iron with cross supports for legs, welded with 4 hooks and duly painted with one coat of red

Each

10-2-27Supplying standard first aid box with necessary antiseptic cream, medicine for use on wounds due burn, crepe bandage, gauge bandage, medicated ready to use bandage (Band-aid) adhesive tape for medicinal use, scissors, anti-septic

Each

10-2-34Supplying and erecting D.C.P. type Fire Extinguisher 5 kg capacity cartridge type with Gun Metal cap 150 gram CO2 gas cartridge, powder and brackets conforming to IS 2171-1985 and complete erected with necessary clamps made

Each

10-2-36Supplying & erecting Carbon Dioxide (CO2) fire extinguisher of 4.5 kg. Capacity Cartridge type conf. To IS 2878 Complete erected with necessary clamp made front 50x6 mm. M. S. flat with nut & bolts grouted in wall complete.

Each

10-2-38 Supplying and erecting ABC powder type 'Ceasefire' type fire extinguisher as per IS : 13849 of 1 kg capacity with necessary clamp for erection on wall.

Each

13-2-3Supplying and installing, testing, perfect aligning and proper leveling and commissioning of fire service main pump, multistage, of 2800 LPM (Litres/min.) at 80m head centrifugal type, 50 HP, (45 kW) or of suitable HP as

Each

13-4-2Supplying installing, testing, commissioning of Jockey Pump of 240 LPM at 80 mtr. head 3 ph. 440 A.C., 20 HP (18.5 kW) or of suitable HP with suitable Stages as per specification No. FF-MFP/JP

Each

13-5-4 (New) Booster Pump of 900 LPM at average 40 m Head, 12.5 HP either Monoblock or of suitable HP with suitable Stages. Each

13-6-2Supplying and installing G.I.pipe above ground of ‘C’ class ERW of size 25 mm dia with necessary fittings as per specification no. FF-PP m

NON DSRSupplying and installing G.I.pipe above ground of ‘C’ class ERW of size32 mm

dia with necessary fittings as per specification no. FF-PP m

NON DSRSupplying and installing G.I.pipe above ground of ‘C’ class ERW of size 40mm

dia with necessary fittings as per specification no. FF-PP m

13-6-3Supplying and installing G.I.pipe above ground of ‘C’ class ERW of size 50 mm dia with necessary fittings as per specification No. FF-PP m

13-6-4Supplying and installing G.I.pipe above ground of ‘C’ class ERW of size 75/80 mm dia with necessary fittings as per specification No. FF-PP m



13-6-9 (New)Providing coating of Bitumen Paint & 4mm thick Wrapping as per IS 10221 for underground 150 mm Ring Main of Fire Fighting System. m

13-7-3Supplying and installing cast iron foot valve ball type/flap type of size150 mm dia with strainer for negative suction as per specification No. FF-VL/FV Each

Sub Estimate VI - FIRE FIGHTING SYSTEM

FIRE BOQ FROM PARKING SLAB TO TERRACE

UNIT

Page 1 Of 2



CSR Item No. Description of Item UNIT

13-7-4Supplying and installing cast iron foot valve ball type/flap type of size200 mm dia with strainer for negative suction as per specification No. FF-VL/FV Each

13-7-8Supplying and installing 200 mm dia end line strainer for +ve suction as per specification No. FF-VL/ELS Each

13-7-11Supplying and installing cast iron double flange sluice valve 150 mm dia. as per specification No. FF-VL/SV Each

13-7-13Supplying & Installing cast iron double flange butterfly valve of size 75/80 mm dia. as per specification No. FF-VL/BFV Each

13-7-15Supplying & Installing cast iron double flange butterfly valve of size 150 mm dia. as per specification No. FF-VL/BFV Each

13-7-17Supplying and installing double flange NRV of size 75/80 mm dia as per specification No. FF-VL/NRV Each

13-7-20Supplying and installing double flange NRV of size 150 mm dia as per specification No. FF-VL/NRV Each

13-7-30 (New)Supplying and installing gun metal Stainless Steel Double outlet hydrant valve fitted with necessary accessories complete as per specification No. FF-VL/HV Each

13-8-1Supplying & installing One piece moulded HDP / Fibre water tank. for -ve suction only, having capacity 1000 ltrs.fitted with necessary accessories complete as per specification No. FF-FFA/PT

Each

13-8-3Supplying and installing wall mounting swinging Hose reel drum fitted with 19 mm dia. 30m high pressure polypropylene (Polyhose) long fitted with necessary accessories complete as per specification No. FF-FFA/HV

Each

13-8-5Supplying fire fighting C.P. (controlled percolation) Hose pipe, 63mm dia, 15m in length, fitted with necessary accessories complete as per specification no. FF-FFA/CPH

Each

13-8-11 (New)Supplying SS branch Pipe 63 mm Ø fitted with 20 mm dia detachable hexagonal nozzle as per specifications No. FF-FFA/NEW Each

13-8-13Supplying and installing fire brigade Header of 150 mm Ø, for supplying water in fire tank as per specification No. FF-FA/FBC Each

13-8-14Supplying and installing fire brigade Header (Siamese Connection) of 150 mm Ø for supplying water to wet riser system as per specification No. FF-FFA/SMC Each

13-8-15Supplying and installing Air Vessel of 300 mm Ø 1.5m in height M.S. tank installed inside pump house as per specification No. FF-FFA/ACT Each

13-8-16Supplying and erecting 20/25mm Ø G.M.air release cock, with necessary G.I. coupling to be fitted on top of Air vessel or on wet riser as per specification No. FF-FFA/ARV

Each

13-8-17Supplying and installing pressure gauge of 100 mm Ø., 0-300 PSI or 0-14 kg per cm square fitted with 12/15 mm Ø. pad cock valve, and G.I. pipe, elbow etc. as per requirement in an approved manner as per specification No. FF-FFA/PG

Each

13-8-18Supplying and installing DANFOSS make pressure switch with 12/15 mm Ø isolation valve, G.I. nipple, elbow etc. in an approved manner as per specification No. FF-FFA/PS

Each

13-8-21Supplying and erecting M.S./CRCA cabinet for housing single hydrant valve (size 400 x 400 x 400mm.) made from 16 SWG sheet and angle iron 25 mm. x 25 mm. x 4 mm. having front doors with viewing glass (8"x6") and locking

Each

13-8-23Supplying and erecting M.S./CRCA cabinet for housing Floor Hydrant valve, hose pipe, hose reel and branch pipe (size 1000 mm x 736mm x 736 mm.) made from 16 SWG sheet and angle iron 25 mm. x 25 mm. x 4 mm. having

Each

Page 2 Of 2



Sr.No. Item Description Unit DSR NO

Electrical installation - Internal Works

1Supplying and erecting PVC trunking (PVC casing-n-capping) of size 25 mm with accessories on wall/ceiling as per specification No : WG-MA/CON, para no. 1.1.2

M (1-2-11)

2Supplying and erecting PVC trunking (PVC casing-n-capping) of size 40 mm with accessories on wall/ceiling as per specification No : WG-MA/CON, para no. 1.1.2

M (1-2-13)

3Supplying and erecting rigid PVC conduit 25 mm dia. with PVC accessories on wall /ceiling as per specification No: WG-MA/CON, para no. 1.1.1

M (1-2-8)

4

Providing & erecting Hot deeped Galvanised Ladder type Cable tray manufactured from 16 swg (1.6 mm thick) GI sheet of 500 mm width & 100 mm height comprising all required standard accessories (New)

M (7-11-5)

5

Supplying and erecting mains with 2x1.5 sq.mm F.R copper PVC insulated wire laid in provided conduit/ trunking/ inside pole/Bus bars or any other places as per specification No : WG-MA/BW

M (1-3-3)

6


M (1-3-3)

7

Supplying and erecting mains with 2x2.5 sq.mm F.R copper PVC insulated wire laid in provided conduit/ trunking/ inside pole/Bus bars or any other places. as per specification No : WG-MA/BW

M (1-3-5)

8


M (1-3-5)

9

Supplying & erecting mains with 2x4 sq.mm F.R copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW M (1-3-7)

10Supplying and erecting modular type switch 6A / 10A ISI mark approved make duly erected on provided plate and box with wiring connections complete.

Each (1-8-1)

11

Supplying and erecting modular type 3 pin 6A multi socket with safety shutter ISI mark approved make duly erected on provided plate and box with wiring connections complete. Each (1-8-10)


Sub Estimate VI - ABSTRACT - Internal Electrification




12Supplying and erecting modular type switch 16 / 20 A with indicator, ISI mark, approved make duly erected on provided plate and box with wiring connections complete.

Each (1-8-6)

13

Supplying and erecting modular type 3 pin 6 / 16A multi socket with safety shutter ISI mark approved make duly erected on provided plate and box with wiring connections complete.

Each (1-8-11)

14Supplying and erecting modular type T.V. socket single outlet ISI mark approved make duly erected on provided plate and box with wiring connections complete.

Each (1-8-14)

15

Supplying and erecting modular type telephone socket one gang with safety shutter ISI mark approved make duly erected on provided plate and box with wiring connections complete. Each (1-8-15)

16

Supplying and erecting modular type electronic step regulator for fan two module ISI mark approved make duly erected on provided plate and box with wiring connections complete. Each (1-8-23)

17Supplying and erecting modular type blanking plate one module ISI mark approved make duly erected on provided plate & box.

Each (1-8-25)

18Supplying and erecting modular type blanking plate two module ISI mark approved make duly erected on provided plate & box.

Each (1-8-26)

19Supplying and erecting PVC Surface modular switch box with double mounting plate for 2 module duly erected in an approved manner

Each 1-8-28

20Supplying and erecting PVC Surface modular switch box with double mounting plate for 3 module duly erected in an approved manner.

Each (1-8-29)


Each (1-8-30)


Each (1-8-31)

23Supplying and erecting PVC Surface modular switch box with double mounting & front plate for 8 module complete duly connected.

Each (1-8-32)


Each (1-8-33)

25Wiring for plug on board with Switch socket with copper wiring and earthingas per specification No:WG-PW/SW Point

(1-9-13) PWD

Approwed

26

Point wiring in PVC trunking (casing-capping) with 1.5 sq.mm (2+1E) FRLS grade copper wire, modular type switch,earthing and required accessories as per specification No: WG-PW/SW Point

(1-9-16) PWD

Approwed




27

Point wiring PVC trunking (casingcapping)with 1.5 sq.mm (2+1E) FRLS grade copper wire, modular type switch,earthing and required accessoriesas per specification No: WG-PW/SW(fan wiring)

Point(1-9-18)

PWD Approwed

28Supplying and erecting telephone cable 2 pair with 0.5 mm dia. laid in provided PVC casing / conduit asper specification No. WG-TW

M (1-10-2)

29Supplying & erecting Jelly filled unarmoured TelephoneCable 50 pair with 0.5 mm dia. laid in provided PVC casing /conduit as per specification No. WG-TW

M (1-10-12)

30 Supplying, erecting & commissioning Junction box suitable for 10pairs as per specification No. WG-TW Each (1-11-12)

31 Supplying & installing Co-axial cable low voltage grade RG-11 as per specification No. WG-TW M (1-10-19)

32

Supplying and erecting Ding Dong / electronic musical type call bell with heavy duty coil suitable to operate on 230V A.C. supply erected on polished double wooden block/sunmica block of suitable size.

Each (2-2-13)

33

Supplying & erecting ready to use Retrofit T8 LED 18 / 20 tube light with polycarbonate body, heat sink, integrated HF electronic driver complete & compatible to T8 / T12 LED luminaire by disconnecting starter & ballast if necessary.

Each (2-1-30)

34Supplying and fixing Anchor type fastener Fan hook, with 2 Nos of 10 mm dia x 75 mm long with necessary materials for Ceiling Fan.

Each (2-12-2)

35Supplying, erecting & marking SPMCB 6A to 32A, C-series (for motor/power) in provided distribution board as per specification No. SW-SWR/MCB

Each (5-3-2)

36

Providing, erecting & commissioning RCCB only of electro magnetic type with 30/100/300 mA sensitivity and having capacity of 16/25 A. 2 pole complete as per specification No. SW-RCCB/RCCB (ELCB)

Each (5-6-1)

37


Each (5-4-18)

38


Each (5-4-17)

39Supplying and erecting CRCA sheet metal one way enclosures suitable for D.P.M.C.B. /T.P. M.C.B. /F.P M.C.B. complete erected on angle iron/G.I. frame.

Each (5-4-23)

40Supplying, erecting & marking SPMCB 6A to 32A, B- series (for lighting) in provided distribution board as per specification No. SW-SWR/MCB (for lighting internal)

Each (5-3-3)




41Supplying, erecting & marking FPMCB 6A to 32A in provided distribution board as per specification No. SW-SWR/MCB Each (5-3-16)

42Supplying, erecting & marking DPMCB 6A to 32A, C- series (for motor/power) in provided distribution board as per specification No. SW-SWR/MCB

Each (5-3-6)

43

Supplying and erecting marine plywood 18/19 mm thick fixed to wall or on provided panel board with necessary materials such as screws, wall fasteners supports, nuts bolts etc. complete.( 2X2 MTR)

Sqm (6-1-15)

44

Providing earthing with Copper earth plate size 60 x 60 x 0.315 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover with minimum 25 kg ofmaintenance free earth conductivity enhancing mineral earthing compound complete with all materials, testing & recording the results as per specification no ESE -LA

Each (9-1-6)

45

Supplying & erecting conventional spike type air termination suitable to carry lightning stroke made up of heavy gauge 40 mm dia copper pipe of standard length with 5 Nos. copper spikes fixed on copper ball as air terminals duly threaded in copper pipe erected on provided foundation in an approved manner

Each (9-3-1)

46 Providing and Back filling earth conductivity enhancing mineral earthing compound of 25 kg Bag complete. Each (9-3-2)

47

Supplying and erecting G.I. strip of required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joint required. as per specification No (EA-EP).

Kg (9-2-3)

48

Supplying and erecting Static Energy meter 415-V 50100A ISI mark meter with cycles A.C. 3 phase 4 wiresLCD/LED Display complete erected on polished T.W. board duly wired with required size of weather proof PVC wires duly tested for class II accuracy by electric supply company.

Each (6-3-4)

49

Providing & erecting 4 Pole MCCB upto 100A, 415V capacity with S.C. rating 25 kA (Ics=100% of Icu), thermal setting with provided leads on iron frame /laminated board as per specification No. SW-SWR/MCCB

Each (5-5-1)

50

Supplying and erecting Iron, sheet metalwork consisting of CRCA Sheets, Various sections of iron, Plates, Chequered Plates,Rods, Bars, MS pipes, etc. for panel board orany other purposes complete with bending,cutting, drilling and welding complete erectedat the position with necessary materials duly painted with one coat of red oxide and two coats of enamel paint to match the switchgears or as per directions by the authority

Kg (6-1-20)




51

Supplying and erecting Bus bar chamber triple pole withneutral with four Copper bars, 500V200A complete as perspecification no. CP-BB m (6-2-8)

52 MSEDCL Charges such as S/D, CRA, etc. Each NON - CSR

53

Supplying and erecting single pole and neutral distributionboard (SPNDB) with doorsurface/flush mounted with 2ways for incoming and 10 ways for outgoing SP MCB’s oniron/ G.I. frame/wooden board as per specification No. SWSWR/MCBDB

Each (5-4-19)

Total Electrical Instalation (EI Internal building)

L Passanger LIFT Each NON - CSRSupply Installation, Comissioning & Tesing of MRL type elevators, 16 passenger capacity, G+11 upper floor with emergency evacuation system as specified in specification with necessary permission of Lift Inspector.

LMR or MRL type - LMR Type

S Solar Systemsupply instalation testing &commisioning with Three years comprehensive maintenance of 2Kw grid connected SPV power plant on elevated roof Each

Approved by MNRE

F Fire Alarm System

1

Supplying, erecting, testing and commissioning Manual Call Point (Pill box) with break glass push button in metal enclosure complete as per specification No. FF-FAAS/MCP Nos (13-10-1)

2 Supply and erecting hooters with CRCA enclosure complete as per specification No. FF-FAAS/HTR Nos (13-10-2)

3 Supplying, erecting and testing remote response indicators as per specification No. FF-FAAS/RRI Nos (13-10-3)

4Supplying and erecting XLPE armoured cable 2 core 1.5 sq.mm. copper conductor complete erected on wall/ ceiling as per specification No. CB-LT/CU

RMT (13-10-4)

5

Supplying, erecting, testing and commissioning the 2 Zones Microprocessor based conventional Fire Alarm Control Panel (FACP) with standard accessories complete as per pecification No. FF-FAAS/FACP

Nos (13-10-14)

6

Supplying, erecting, testing and commissioning 2 Zone, local signal control panel (LCP) with standard accessoriescomplete as per specification No. FF-FAAS/LCP Nos (13-10-15)

Total FIRE Alarm

C CCTV




1Supplying & installing UTP networking Cat-6 cable suitable for LAN / WAN Computer net-working as per specification No. WG-COC/NC

M (1-12-1)

2 Supplying, installing & testing UTP Connector (RJ-45) asper specification No. WG-NAS/UTPC. M (1-14-1)

3Supplying, fixing, and configuring 8-ports 10/100/1000MbpsUnmanaged Gigabit PoE Switch( New) EACH (1-14-33)

4

Supplying and laying (including excavation) 50 mm outsidedia. double wall corrugated pipes (DWC)of HDPE forenclosing cable below ground/road surface, to required depth complete.

M (7-6-11)

5

Supplying and erecting PVC trunking (PVC casing-ncapping) of size 25 mm with accessories on wall/ceiling as per specification No: WG-MA/CON, para no. 1.1.2 M (1-2-11)

6

Supplying and erecting PVC trunking (PVC casing-ncapping) of size 40 mm with accessories on wall/ceiling as per specification No: WG-MA/CON, para no. 1.1.2 M (1-2-13)

7

Supplying & erecting mains with 2x2.5 sq.mm F.R copperPVC insulated wire laid in provided conduit/trunking/insidepole/Bus bars or any other places. as per specification No:WG-MA/BW

M (1-3-5)

8

Supplying & erecting Earth mains with1x1.5 sq.mm F.R copper PVC insulated wire laid in provided conduit/trunking/ inside pole/Bus bars or any other places as per specification No: WG-MA/BW

M (1-3-5)

9Supplying and erecting modular type switch 6A / 10A ISImark approved make duly erected on provided plate and box with wiring connections complete.

EACH (1-8-1)

10

Supplying and erecting modular type 3 pin 6 / 16A multisocket with safety shutter ISI mark approved make dulyerected on provided plate and box with wiring connectionscomplete.

EACH (1-8-11)

11

Supplying and erecting modular type computer Jack RJ 45with safety shutter ISI mark approved make duly erected on provided plate and box with wiring connections complete.

EACH (1-8-17)

12

Supplying and erecting PVC Surface modular switch boxwith double mounting plate for 4 module duly erected in anapproved manner. EACH (1-8-30)

13Supplying and erecting PVC Surface modular switch boxwith double mounting plate for 12 module duly erected in an approved manner.

EACH (1-8-33)




14Supplying and fixing Wall Mount 12 Ports, Light guideunloaded Interconnect Unit with adapter Panel as perspecification in approved manner

EACH (1-14-6)

15

Supplying, installing, testing & commissioning of 800 VADigital pure sine wave inverterbased on IGBT technologysingle phase 230V,50 Hz complete as per specification no.AP-INV (Without batteries)

EACH (3-6-2)

16Supplying and erecting 12 V/150AH TUBULAR Batterywith battery terminal wire, duly charged complete with 36months warranty complete

EACH (3-8-4)

17

Providing pipe type earthing with 40mm. dia. G.l. pipe or 20mm dia. G.l. Rod complete with all materials as perspecification No. EA-EP EACH (9-1-4)

18Supplying and fixing 6U Wall Mount Rack (Dimension-DxWXH - 450X550X367 mm) as per specification inapproved manner

Nos (1-14-19)

19

Supplying & installation of surveillance hard disc make -Seagate, capacity 4TB, Make marketing name surveillancehard disc, , interface- SATA 6GB / Sec., cache multisegmented (MB) -64 Bytes per seconds Complete Nos

PWD-civil court

EST.NO. 1610/17-18

20

Supplying, installation, comissioning & Testing of 32" LEDFull HD Television set with all acessories & wall mountstand & HDMI connection cord of required lenght etc.complete. (Make Sony,Samsung)

Nos

PWD-civil court

EST.NO. 1610/17-18




21

Suppling, Installation, Configuring & commissioning of16 Channel NVR With Up to 16 channel camerasComplete Similar to Hikvision Make IP video input 16 , Two-way audioinput 1-ch, RCA (2.0 Vp-p, 1 k ) Incoming bandwidth 180 Mbps,Outgoingbandwidth 80Mbps,Remote Connection 128Video/Audio output 6MP/5MP / 3MP / 1080P / UXGA /720P / VGA / 4CIF / DCIF / 2CIF / CIF / QCIF Main Stream :50 fps (P) /60fps(N)Substreams:50 fps (P) /60fps(N) 1-ch, BNC (1.0 Vp-p, 75 )Resolution: 704× 576 (PAL); 704 × 480 (NTSC)HDMI/VGA output 1-ch, resolution: 1920 × 1080P/60Hz, 1600 × 1200 /60Hz, 1280 × 1024 /60Hz, 1280 ×720 /60Hz,1024 × 768 /60Hz 1-ch, RCA (Linear, 1K )DecodingLive view / Playbackresolution 6MP/5MP / 3MP / 1080P/ UXGA / 720P / VGA / 4CIF / DCIF / 2CIF / CIF / QCIFCapability 16-ch@4cif, 6-ch@1080PHard diskSATA 4 SATA interfaces for 2 HDDs + 1 DVD-R/W(default), or 4HDDs eSATA 1 eSATA interface CapacityUp to 6TB capacity for each disk % ! &! Network interface 2 RJ-45 10 /100 /1000 Mbps selfadaptive

Nos

PWD-civil court

EST.NO. 1610/17-18

22

Supply , Installation, Testing & Commissioningof 2 Megapixel CMOS ICR Infrared NetworkBullet Camera Image Sensor 1/3" ProgressiveScan CMOS 4mm Lens Min. Lens 4mm@ F2.0,Angle of view: 85°(6mm optional),PowerSupply.12 V DC ± 10% , PoE (802.3af),PowerConsumption.5W MAX Equivalent to :Hikvision, cp plus or approved equivalent

Nos

PWD-civil court

EST.NO. 1610/17-18

23

Supply , Installation, Testing & Commissioningof 2 Megapixel CMOS ICR Infrared NetworkDome Camera Image Sensor 1/3" ProgressiveScan CMOS 4mm Lens Min. Lens 4mm@ F2.0,Angle of view: 85°(6mm optional),PowerSupply.12 V DC ± 10% , PoE (802.3af),PowerConsumption.5W MAX or Equivalent to 1/2.5” 2 Mega pixel DOM Camera progressivescan Sony image sensor sony IMX 222 withDWDR 960 P With AWB/AGC/BLC ONVIP2.4 on Dec 14, H.264 & MJPEG Dual – streamencoding, 30 Fbs IP66 Supports PoE.Make : Hikvision, cp plus or approved equivalent

Nos

PWD-civil court

EST.NO. 1610/17-18



Item No. Item of Work DSR Item

NoSpecification

NoAdditional

SpecificationsSub Estimate I - Work upto Parking Slab

1

Excavation for foundation in earth, soil of all types,sand, gravel and soft murum, including removing theexcavated material up to a distance of 50 m beyondthe building area and stacking and spreading asdirected, dewatering, preparing the bed for thefoundation and necessary back filling, ramming,watering including shoring and strutting etc. complete.(Lift upto 1.5 m.)

D.S.R.2017-18 Item No.

21.02BDA 1

Bd.A.1 Page No. 259Modern Machinery shall be used as

directed by Engineer In Charge

2

Excavation for foundation in hard murum includingremoving the excavated material up to a distance 50metres, beyond the building area and stacking andspreading as directed, dewatering, preparing the bedfor the foundation and necessary back filling,ramming, watering including shoring and strutting etc.complete. (Lift upto 1.5m.)


21.06BDA 2



3

Excavation for foundation in hard murum and bouldersincluding removing the excavated material up to adistance 50 metres, beyond the building area andstacking and spreading as directed, dewatering,preparing the bed for the foundation and necessaryback filling, ramming, watering including shoring andstrutting etc. complete. (Lift from 1.5m.to 3.0m)


21.12BDA 3



4

Excavation for foundation in Hard rock by chiselling,wedging, line drilling, etc. including trimming andlevelling the bed, removing the excavated materialupto a distance of 50 metres beyond the building areastacking as directed, dewatering and back filling withavailable earth/ murum watering, ramming etc.complete. (Lift upto 1.5 m).


21.20BDA 6



5

Providing preconstructional antitermite treatment asper I.S. 6313 (Part-II) by treating the bottom surfaceand sides of excavation at the rate of 5 litres ofemulsion concentrate of 1.0 percent of chlorophyrifosper square meter of surface area covering 10 yearsguarantee on bond paper.


21.22BDW As directed by

Engineer in charge.

6

Providing preconstructional antitermite treatment asper I.S. 6313 (Part-II) by treating the top surface ofplinth filling at the rate of 5 litres of emulsionconcentrate at 1.0 percent of clorophyrifos persquare metre of surface area covering ten yearsguarantee on bond paper.


21.24BDW As directed by

Engineer in charge.

7Providing dry rubble stone soling 15 cm. to 20 cm.thick including hand packing and compactingcomplete.


21.38BDA 12

Bd.A. 12 Page No. 264 & As directed by Engineer in charge.

8Filling in plinth and floors with approved excavatedmaterials in 15 cm to 20 cm layers including watering& compaction complete.


21.36BDA 10

Bd.A.10 Page No. 262 & As directed by Engineer in charge.

Sub Estimate I & V - Additional Specifications - Building





NoSpecification

NoAdditional

Specifications

9Filling in plinth and floors with contractors soil. Sand ormurum materials in 15 cm to 20 cm layers includingwatering & compaction complete.


21.37BDA 11

Bd.A.11 Page No. 263 & As directed by Engineer in charge.

10

Providing and laying Cast in situ/ Ready Mix cementconcrete in M-10 of trap/ granite/ quartzite/ gneissmetal for foundation and bedding including bailing outwater, formwork, laying/ pumping, compacting,roughening them if special finish is to be provided,finishing if required and curing complete, with fullyautomatic micro processor based PLC with SCADAenabled reversible Drum Type mixer/concrete Batchmix plant (Pan mixer) etc. complete. With V.S.I. qualityArtificial Sand.


24.01BDE 1

Bd. E. 1 Page No. 287 & As directed by

Engineer in charge. Also Intelligent curing

system shall be employed

11

Providing and laying in situ cement concrete M-30 withtremix treatment for 200 mm thickness for ConcreteRoad including laying plastic sheet of 125 micron withgroove cutting of 4 mm wide and 20 mm deep, withnecessary refilling with bitumen (excludingreinforcement) with V.S.I. quality Artificial Sand etc.complete


5.22MORTH

MORTH 602 & As directed by Engineer

in charge. Also Intelligent curing system shall be

employed .

12

Providing and laying in situ/ Ready Mix cementconcrete M-25 of trap/ granite/quartzite/ gneiss metalfor R.C.C. work in foundations like raft, stripfoundations, grillage and footings of R.C.C. columnsand steel stanchions etc. including bailing out water,formwork, laying/ pumping cover blocks, compactionand curing roughening the surface if special finish is tobe provided, (Excluding reinforcement and structuralsteel) etc. complete, with fully automatic microprocessor based PLC with SCADA enabledReversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete, with V.S.I. qualityartificial Sand


25.13BDF 3

Bd.F.3 Page No. 298 and B.7,

Page No.38 & As directed by Engineer


employed

13

Providing and laying cast in situ/ Ready Mix cementconcrete M-25 of trap/ granite/ quartzite/ gneiss metalfor R.C.C. columns as per detailed designs anddrawing or as directed including centering, formwork,cover blocks, laying/ pumping, compaction finishingthe formed surfaces with cement mortar 1:3 ofsufficient minimum thickness to give a smooth andeven surface or roughening if special finish is to beprovided and curing etc. complete, (Excludingreinforcement and structural steel) with fully automaticmicro processor based PLC with SCADA enabledReversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete with V.S.I. qualityArtificial Sand


25.33BDF 5

Bd.F.5 Page No. 300 and B-

7,Page No 38 & As directed by Engineer


employed .




NoSpecification

NoAdditional

Specifications

14

Providing and laying Cast in situ/ Ready Mix cementconcrete M-25 of trap/ granite/quartzite/ gneiss metalfor R.C.C. Beams and Lintels as per detailed designsand drawings or as directed including centering,formwork, cover blocks, laying/ pumping,compactionand roughening the surface if special finishis to be provided and curing etc. complete. (Excludingreinforcement and structural steel), with fully automatic micro processor based PLC with SCADA enabledReversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete with V.S.I. qualityArtificial Sand


25.52BDF 6




employed

15

Providing and laying Cast in situ/ Ready Mix cementconcrete M-25 of trap/ granite/ quartzite/ gneiss metalfor R.C.C. Slabs, Waist slabs, Steps and Landings asper detailed designs and drawings including centering,formwork, cover blocks, laying/ pumping, compactionfinishing the formed surfaces with cement mortar 1:3of sufficient minimum thickness to give a smooth andeven surface or roughening if special finish is to beprovided and curing etc. complete, (Excludingreinforcement and structural steel) with fully automaticmicro processor based PLC with SCADA enabledReversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete, with V.S.I. qualityArtificial Sand


25.72BDF 8




employed

16

Providing and laying Cast in situ/Ready Mixcementconcrete M- 25 of trap/ granite/ quartzite/ gneiss metalfor R.C.C. chajja as per detailed design and drawingsincluding centering, formwork, cover blocks, laying/pumping, compacting and roughening the surface ifspecial finish is to be provided and curing complete.(Excluding reinforcement and structural steel). withfully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With V.S.I. quality Artificial Sand


26.07BDF 9




employed

17

Providing and laying Cast in situ/ Ready Mix cementconcrete in M-25 of trap/ granite/ quartzite/ gneissmetal for R.C.C. Pardi of required thickness includingcentering, formwork, cover blocks, laying/ pumping,compacting, curing, finishing and roughening them ifspecial finish is to be provided and curing complete,(Excluding reinforcement and structural steel) withfully automatic micro processor based PLC withSCADA enabled Reversible Drum Type mixer/concrete Batch Mix plant (Pan mixer) etc. complete,with V S I quality Artificial Sand


26.19BDF 11


Page No. 38 & As directed by Engineer


employed

18



26.33BDF 17

Bd.F.17, Page No. 306 & As directed by Engineer in Charge

and percentage elongation shall at

least be 20%




NoSpecification

NoAdditional

Specifications

19

Providing and laying polished machine cut machinepolished kota stone slabs 20 to 25 mm thick for treadsof steps and staircases, with rounded nosing for thetreads on a bed of 1:4 cement mortar includingcement float, filling joints with neat cement slurry,curing, polishing and cleaning complete.


33.18BDM 22B

Bd.M.22 Page No. 390 & As directed by Engineer in Charge

20



33.67BDM

Bd. M-12 page No. 385 & As directed by Engineer in Charge

21

Providing internal cement plaster 6 mm thick in asingle coat in cement mortar 1:4 without neeru finishto concrete surface in all positions includingscaffolding and curing etc. complete.


32.01BDL 1

Bd.L.1 Page No. 367 & As directed by

Engineer in Charge

22

Providing neeru finish to plastered surfaces in allpositions including scaffolding and curing etc.complete.


32.15BDL 10

Bd. L.10, Page No.370 & As directed

by Engineer in Charge

23

Providing rough cast cement plaster externally in twocoats to concrete, brick or stone masonry surfaces inall positions with base coat of 12 to 15 mm. thick inC.M. 1:4 and rough cast treatment 12mm. thick inproportion 1:1.5:3 including scaffolding and fourteendays curing complete.


32.12BDL 8


Engineer in Charge

24

Providing & applying washable oil bound distemper ofapproved colour and shade to old & new surfaces intwo coats including scaffolding, preparing the surfacesincluding Primer Coat complete.

D.S.R.2017-18 Item No. 36.11+36.0

1

1 BDP 7D + BDP 5A

As directed by Engineer- incharge

and Bd.P.5 Page No. 413

25



35.25BDO

As directed by Engineer in

charge.

26

Providing and fixing 20 to 25 mm thick roughshahabad box type waterproofing for basement orunderground floor on a base of Cement concrete1:3:6, including sub base of 2.50 centimeter thickCement mortar 1:3 with conceal, secrete (RMW),Algae proof or other alike waterproofing liquids, rakingof joints upto 35 mm depth, filling the joints with 6 mmsize crushed metal, hand grouting with cement slurry,curing and cleaning, with 7 years guarantee on courtfee stamp of Rs. 100/- with ponding test etc complete.(excluding Cement concrete 1:3:6 base concrete )


31.12BDJ

Bd.J.2 Page No. 355 & As directed by

Engineer in Charge




NoSpecification

NoAdditional

Specifications

27

Providing sand faced plaster externally in cementmortar using approved screened sand, in all positionsincluding base coat of 15 mm thick in cement mortar1:4 using waterproofing compound at 1 kg per cementbag curing the same for not less than 2 days andkeeping the surface of the base coat rough to receivethe sand faced treatment 6 to 8 mm thick in cementmortar 1:4 finishing the surface by taking out grainsand curing for fourteen days scaffolding etc.complete.


32.11BDL 7


Engineer in Charge

28

Providing and fixing fire resistant door frame of section50 x 60 mm on horizontal side & 35 x 60 mm onvertical sides having built in rebate made out of 1.6mm thick GI sheet ( Zinc coating not less than120gm/m²) suitable for mounting 120 min Fire RatedGlazed Door Shutters. The frame shall be filled withMineral wool Insulation having density min 96Kg/m³ .The frame will have a provision of G.I. Anchor fastners14 nos ( 5 each on vertical style & 4 on horizontal styleof size M10 x 80 ) suitable for fixing in the openingalong with Factory made Template for SS Ball BearingHinges of Size 100x89x3mm for fixing of fire ratedglazed shutter. The frame shall be finished with aapproved fire resistant primer or Powder coating of notless than 30 micron in desired shade as per thedirections of Engineer - in- charge .

CPWD 2016 Vol.1 -

9.161


charge.

29

Providing and fixing 60 mm thick glazed fire resistantdoor shutters of 120 min Fire Rating confirming toIS:3614 (Part II) or EN1634- 1:1999, tested andcertified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame,consisting of vertical styles, top rail & side rail 60 mm x60 mm wide and bottom rail of 110 mm x 60 mmmade out of 1.6mm thick G.I. sheet (zinc coating notless than 120gm/m²) duly filled mineral wool insulationhaving density min 96 kg/m³ and fixing with necessarystainless steel ball bearing hinges of size100x89x3mm of approved make, including applying acoat of approved fire resistant primer or powdercoating not less than 30 micron etc all complete as perdirection of Engineer-in-charge (panelling to be paidfor seperately)

CPWD 2016 Vol.1 -

9.162


charge.




NoSpecification

NoAdditional

Specifications

30

Providing and fixing glazing in fire resistant doorshutters, fixed panels, & partitions etc, with G.I.beading made out of 1.6mm thick G.I. sheet (zinccoating not less than 120gm/sqm) of size 20x33 mmscrewed with M4 x38mm SS screws at distance75mm from the edges and 150mm c/c, includingapplying a coat approved fire resistant primer / powdercoating of not less than 30 micron on G.I. beading, &Special ceramic tape of 5x 20mm size etc. complete inall resepect as per NBC 2016, IS 16231(Part 3):2016and as per direction of Engineer in charge with glassof required thickness having 120 minutes of fireresistance both intigrity and radiation control (EW120)and minimum 20min of insulation (EI20). Themanufacturer have to give test report / certification offire glass and the glass should have stamp showingthe value of E,EW & EI. The glass shall be tested inapproved NABL accredited lab or by otheraccreditation body which operates in accoradancewith ISO/IEC 17011 and accredits labs as per ISO/IEC17025 for testing and calibration scopes shall beeligible. The maximum glazing size shall not be morethan 1100x2200mm (wxh) or 2.42sqm.

CPWD 2016 Vol.1 -

9.164


charge. Glass opening is 20% in size of structural

opening.

31


CPWD 2016 Vol.1 -

9.139


charge.

32

Credit for Hard Rock reusing with 15% Bulkage D.S.R.2017-18 Item No.

Sr.No15 Page No.

356


charge.




NoSpecification

NoAdditional

SpecificationsSub Estimate No. V - SuperStructure WorkProviding and laying Cast in situ/ Ready Mix cementconcrete in M-25 of trap/ granite/ quartzite/ gneissmetal for Pardi, Slab, Landing, Waist Slab, Steps.Chajja, laying/ pumping, compacting, roughening themif special finish is to be provided, finishing if requiredand curing complete, with fully automatic microprocessor based PLC with SCADA enabled reversibleDrum Type mixer/concrete Batch mix plant (Panmixer) etc. complete. With V.S.I. quality Artificial Sand. For aluminium formwork:- Structures to be of RCCLoadbearing Design. The Construction Technologyshould allow for simultaneous pour of slabs and wallalongwith all structural and architectural features inone operation. Hence the Slabs and Walls along withstaircases, lofts, sunken areas, window hoods andarchitecutral features to be formed in one operation toensure jointless concrete construction. The Concreteso formed should be form finish and within thetolerances as mentioned below.Form Finish Concrete with Tolerances conforming to:Variation in PlumbVariation within each floor height: +/- 2mm.Variation within the height of the building: +/- 3mmVariation in DimensionVariation within cross section Dimension for sectionsless than 150mm : +/- 2mmVariation within cross section Dimensions for sectionsmore than 150mm but less than 300mm : +/-3mmVariation of Linear Building Lines from establishedpositions in plan: +/- 5mm


26.19BDF 11


Page No. 38 & As directed by Engineer in charge. Also Boom

Placer Equipment shall be used to lay concrete. Intelligent

curing system shall be employed


33




NoSpecification

NoAdditional

SpecificationsProviding and laying Cast in situ/ Ready Mix cementconcrete in M-25 of trap/ granite/ quartzite/ gneissmetal for Pardi, Slab, Landing, Waist Slab, Steps.Chajja, laying/ pumping, compacting, roughening themif special finish is to be provided, finishing if requiredand curing complete, with fully automatic microprocessor based PLC with SCADA enabled reversibleDrum Type mixer/concrete Batch mix plant (Panmixer) etc. complete. With V.S.I. quality Artificial Sand. For aluminium formwork:- Structures to be of RCCLoadbearing Design. The Construction Technologyshould allow for simultaneous pour of slabs and wallalongwith all structural and architectural features inone operation. Hence the Slabs and Walls along withstaircases, lofts, sunken areas, window hoods andarchitecutral features to be formed in one operation toensure jointless concrete construction. The Concreteso formed should be form finish and within thetolerances as mentioned below.Form Finish Concrete with Tolerances conforming to:Variation in PlumbVariation within each floor height: +/- 2mm.Variation within the height of the building: +/- 3mmVariation in DimensionVariation within cross section Dimension for sectionsless than 150mm : +/- 2mmVariation within cross section Dimensions for sectionsmore than 150mm but less than 300mm : +/-3mmVariation of Linear Building Lines from establishedpositions in plan: +/- 5mm


25.72BDF 8




employed


34




NoSpecification

NoAdditional



26.26BDF 13A

Bd. F. 13 Page No. 305 /I.S. 456 -2000 &

As directed by Engineer in charge. Also Boom Placer

Equipment shall be used to lay concrete.

Intelligent curing system shall be

employed


35




NoSpecification

NoAdditional



26.07BDF 9


Page No.38 & As directed by Engineer in charge. Also Boom

Placer Equipment shall be used to lay concrete. Intelligent

curing system shall be employed


37



26.33BDF 17

Bd.F.17, Page No. 306 As directed by Engineer in Charge


least be 20%

38

Providing and fixing during laying in RCC Slabrectangular 2 mm thick M.S. sheet fan hook box ofsize 180x100 mm with required depth with holes ornotches as required, bottom and top sides of 1.6 mmM.S. sheet fixed with 3.5 mm dia. round headedscrews together with 12 mm dia. M.S. bar bent toshape with hooked ends for fan hook and painting toexposed surface


26.68BDF


charge

36




NoSpecification

NoAdditional

Specifications

39

Providing and laying vitrified matt fininsh tiles havingsize 590 mm to 605 mm x to 605 mm of 8 to 10 mmthickness and confirming IS. 15622-2006 (Group Bla)of approved make, shade and pattern for flooring inrequired position laid on a bed of 1:4 cement morarincluding neat cement float, filling joints, curing andcleaning etc. complete. a) Flooring


33.42BDM 12

Bd.M.12 Page No. 385 & As directed by

Engineer incharge

40

Providing and laying vitrified matt finish tiles havingsize 590 mm to 605 mm x to 605 mm of 8 to 10 mmthickness and confirming IS. 15622-2006 (Group Bla)of approved make, shade and pattern for flooring inrequired position laid on a bed of 1:4 cement mortarincluding neat cement float, filling joints, curing andcleaning etc. complete. b) Skirting


33.43BDM 12


Engineer incharge

41



33.67BDM

Bd. M-12 page No. 385 & As directed by

Engineer incharge

42

Providing and laying ceramic tiles of having size 30cm. x 30 cm. and confirming to corresponding I.S. fordado and skirting in required position with readymadeadhesive mortar of approved quality on plaster of 1:2cement mortar including joint filling with white/ colourcement slurry cleaning curing etc. complete.


33.25BDM 13


Engineer incharge

43

Providing and laying ceramic tiles having size 30 cm. x60 cm. confirming to corresponding I.S. for dado andskirting in required position with readymade adhesivemortar of approved quality on plaster of 1:2 cementmortar including joint filling with white/ colour cementslurry cleaning curing etc. complete.


33.27BDM 13


Engineer incharge

44

Providing and laying machine cut machine polishedmachine cut kota stone slabs 20 to 25 mm thick fortreads and risers of steps and staircases, withrounded nosing for the treads on a bed of 1:4 cementmortar including cement float, filling joints with neatcement slurry, curing, polishing and cleaning etc.complete


33.18BDM 22B


Engineer incharge

45

Providing and applying putty to new plasteredsurfaces in two coats to receive approved paint in allpositions including all materials,labour scaffolding andcuring etc. complete.


36.18


charge.

46

Providing and applying washable oil-bound distemperof approved colour and shade to old and new surfacesin two coats including scaffolding, preparing thesurfaces. (excluding the primer coat.) etc. complete.

D.S.R.2017-18 Item No. 36.11+36.0

1

1 BDP 7D + BDP 5A

As directed by Engineer- incharge

and Bd.P.5 Page No. 413




NoSpecification

NoAdditional

Specifications

47



35.25BDO


charge.

48

6 mm plaster on cement concrete or reinforcedcement concrete work with white cement basedpolymer modified self curing mortar of approved makeas per the direction of Engineer-In-Charge.

CPWD Vol - 2 - 13.86


charge.

49

Providing and constructing granite kitchen platformwith fixing of stainless steel sink 600 mm x 450 mmsize as per detailed drawing including vertical bothside polished kadappah stone 25 to 30 mm thicksupports with kadappah top 35 to 40 mm thick andpolished granite 16 to 20 mm top with side strips ofgranite at front and both sides of platform raised withtwo vertical granite supports 15 cm height and topgranite of 75 x 40 cm including cutting, opening forsink of required size in kadappah as well as graniteetc. complete. (Platform top size 2.40 m x 0.60 m andheight is 0 75 m)


41.78BDV


charge.

50

Providing and fixing solid core flush door shuttercommercial in single leaf 32 mm thick withoutventilator commercial type of exterior grade as perdetailed drawings with wrought iron hold fast, stainlesssteel fixtures and fastenings and handles on bothsides and finishing with oil painting 3 coats complete.


39.10BDT-36

BD-T-36 Page No. 500 & As directed by

Engineer incharge




NoSpecification

NoAdditional

Specifications

51

Providing and Fixing 30 MM thick BOTH SIDEPRELAMINATED SOLID PANEL PVC DOORSHUTTER consisting of frame made out of M.S tubesof 19 guage thickness and, size 19 x 19 mm for stylesand 15 x15 mm for the top and bottom rails, M.Sframe shall have a coat of metel primer of approvedmake and manufacture. M.S frame shall be coveredwith heat mouled PVC 'C' channel made from 5 mm(+/0.25) thick prelaminated sheet of density 600kg/cbm ,of size 30mm thickness 70mm width out ofwhich 50mm shall be flat and 20mm shall be taperedin 45? angle on either side forming stiles ; and 5 mmthick ,95 mm wide PVC sheet out of which 75 mmshall be falt and 20 mm shall be tapered in 45 on theinner side to form top and bottom rail and 115 mmwide PVC sheet out of which 75 mm shall be falt and20 mm shall be tapered on both sides to form lockrail.Top,bottom and lock rail shall be provided eitherside of the panel. An additional 5 mm (+/0.25) thickPVC strip of 20 mm width is to be stuck on the bottomside of the ' c ' channel prelaminated paneling of 5 mm(+/0.25) thick PVC sheet to be fitted inside the M.S.frame welded/ sealed to the styles and rails with 5 mm(+/0.25) x 30 mm PVC sheet beadin on either side andjoined together with solvent cement adhesive etc ,10mm thickness (5 mm (+/0.25) x 2 nos ) 20 mm widecross PVC sheet as gap insert for the rail and bottomrail.Door to be fixed to frames with 3 nos M.S.powdercoated but


39.47BDT

As directed byEngineer in

charge.

52

Providing and fixing cold rolled steel hollow door frame 105mm x 60mm for anysizes including hold fasthinges, tie members with red oxide and gray paint etc.complete as per I.S.I. specifications and code ofpractice prescribed including anticorrosive treatmentas directed by the engineer.


39.49BDT


charge.

53

Providing and fixing in position factory made box typefully glazed window consisting of cold rolled section of105mm x 60mm x 1.25mm thick frame section filledwith cement concrete (1:2:4) and steel section F4B asper detailed drawing and design including mild steel12mm square bars at 10cm center to center, requiredF7B section, section T6, section for shutter frame(Louvered clips in case of Louvered window portion)and 3mm thick glass of approved quality of necessaryfixtures and fastening, finishing with one coat ofanticorrosive paint etc. complete .


39.23BDT


charge. The Balcony / sitout door is also covered under this item and shall be

provided as shown in the drawing

54

Providing water proof bedding for flooring of Bath andWC 25 mm thick in C.M. 1:3 including using approvedwater proofing compound in specified proportion asper manufacturers specifications for per bag ofcement including leveling, curing and covering 10years guarantee on court fee stamp paper of Rs.500/-including ponding test etc. complete.


31.05BDJ

Fill the sunk with brick bats and As directed

by Engineer in charge.




NoSpecification

NoAdditional

Specifications

55

Providing cement based water proofing treatment toterraces (Indian water proofing or alike) with brick batslaid in required lope to drain the water for any spanafter cleaning the base surface. Applying a coat ofcement slurry admixed with approved water proofingcompound and laying the brick bats on bottom layer inC.M.1:5 admixed with approved water proofingcompound filling up to half depth of brick bats, curingthis layer for 3 days, applying cement slurry over thislayer joints of brick bats with C.M.1:3 admixed withapproved water proofing compound and finally topfinishing with average 20 mm. thick layers of samemortar added with jute fiber at 1 Kg per bag includingfinishing the surface smooth with cement slurryadmixed with approved water proofing compound.Marking finished surface with false squares of 300mmx 300 mm. making the junctions at the parapetrounded and tapered top for required height, with dripmould at the junction of plaster and parapet andcuring and covering 10 years Guarantee againstleakproofness on Court fee stamp paper of Rs. 500/-including ponding test etc. complete.


31.04BDJ


charge.

56

Providing and applying water proofing treatment usingacrylic polymer modified cement based water proofingcoating with fibre glass mesh mixing at the rate ofpowder to liquid (2:1) by weight covering 9 to 10 sqm/kg with two coat using Dr. Fixit or alike of chemicalsfor masonry and concrete surface by brush covering 7years guarantee on Stamp Papers etc. complete.


31.09BDJ


charge

57

Providing and fixing 40mm diameter and 1.5mm thickStainless steel hand railing in S.S.304 Grade includingfabricating ,fixtures, errecting, necessary welding,grinding, finishing, buffing to stainless steel pipe etc.complete


40.06BDW

As directed by EngineerIncharge

58

Providing and fixing fire resistant door frame of section50 x 60 mm on horizontal side & 35 x 60 mm onvertical sides having built in rebate made out of 1.6mm thick GI sheet ( Zinc coating not less than120gm/m²) suitable for mounting 120 min Fire RatedGlazed Door Shutters. The frame shall be filled withMineral wool Insulation having density min 96Kg/m³ .The frame will have a provision of G.I. Anchor fastners14 nos ( 5 each on vertical style & 4 on horizontal styleof size M10 x 80 ) suitable for fixing in the openingalong with Factory made Template for SS Ball BearingHinges of Size 100x89x3mm for fixing of fire ratedglazed shutter. The frame shall be finished with aapproved fire resistant primer or Powder coating of notless than 30 micron in desired shade as per thedirections of Engineer - in- charge . (Cost of SS ballbearing hinges is excluded).

CPWD 2016 Vol.1 -

9.161





NoSpecification

NoAdditional

Specifications

59

Providing and fixing 60 mm thick glazed fire resistantdoor shutters of 120 min Fire Rating confirming toIS:3614 (Part II) or EN1634- 1:1999, tested andcertified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame,consisting of vertical styles, top rail & side rail 60 mm x60 mm wide and bottom rail of 110 mm x 60 mmmade out of 1.6mm thick G.I. sheet (zinc coating notless than 120gm/m²) duly filled mineral wool insulationhaving density min 96 kg/m³ and fixing with necessarystainless steel ball bearing hinges of size100x89x3mm of approved make, including applying acoat of approved fire resistant primer or powdercoating not less than 30 micron etc all complete as perdirection of Engineer-in-charge (panelling to be paidfor seperately)

CPWD 2016 Vol.1 -

9.162


60

Providing and fixing glazing in fire resistant doorshutters, fixed panels, & partitions etc, with G.I.beading made out of 1.6mm thick G.I. sheet (zinccoating not less than 120gm/sqm) of size 20x33 mmscrewed with M4 x38mm SS screws at distance75mm from the edges and 150mm c/c, includingapplying a coat approved fire resistant primer / powdercoating of not less than 30 micron on G.I. beading, &Special ceramic tape of 5x 20mm size etc. complete inall resepect as per NBC 2016, IS 16231(Part 3):2016and as per direction of Engineer in charge with glassof required thickness having 120 minutes of fireresistance both intigrity and radiation control (EW120)and minimum 20min of insulation (EI20). Themanufacturer have to give test report / certification offire glass and the glass should have stamp showingthe value of E,EW & EI. The glass shall be tested inapproved NABL accredited lab or by otheraccreditation body which operates in accoradancewith ISO/IEC 17011 and accredits labs as per ISO/IEC17025 for testing and calibration scopes shall beeligible. The maximum glazing size shall not be morethan 1100x2200mm (wxh) or 2.42sqm.

CPWD 2016 Vol.1 -

9.164

As directed by Engineer

Incharge, Glass opening is 20% in size of structural

opening.

61


CPWD 2016 Vol.1 -

9.139




Item No. Item of Work DSR Item No Specification No

Additional Specifications

1

Filling in plinth and floors with approved excavatedmaterials in 15 cm to 20 cm layers includingwatering & compaction complete.

S.S.R.2017-18 Item No.

21.36BDA 10

Bd.A.10 Page No. 262 & As directed by Engineer in

Charge

2

Providing fly ash brick masonry with conventional/I.S. type bricks in cement mortar 1:6 insuperstructure including striking joints, raking outjoints, watering and scaffolding etc. Complete


27.13BDG

As director by engineer

incharge and BDG- 2 and 5

3

Providing internal cement plaster 12 mm. thick insingle coat in cement mortar 1:5 without neerufinish to concrete or brick surfaces, in all positionsincluding scaffolding and curing etc. complete.


32.03BDL 2

Bd. L.2 Page No. 368 & As

directed by Engineer in

Charge

4



32.15BDL 10

Bd. L.10, Page No.370 & As directed by Engineer in

Charge

5

Providing & applying washable oil bound distemperof approved colour and shade to old & newsurfaces in two coats including scaffolding,preparing the surfaces including Primer Coatcomplete.

S.S.R.2017-18 Item No. 36.11+36.01

1 BDP 7D + BDP 5A

As directed by Engineer-

incharge and Bd.P.5 Page No.

413

6

Providing and fixing rolling shutter fabricated fromsteel laths of minimum thickness 0.9 mm. with lockplate of 3.15 mm. thickness reinforced with 35 x 35x 5 mm. angle section fitted with sliding bolts andhandles for both sides, deep M.S. channel sectionof depth and thickness not less than 65 mm. and3.15 mm. respectively with hold fast arrangements,M.S. Bracket plate 300 x 300 x 3.15 mm. minimumsize and shape with square bar, suspension shaftof minimum 32 mm. diameter, hood cover of M.S.sheet not less than 0.9 mm. thickness and of anysize at top and safety devices includingmechanical gear operation arrangement consistingof worm gear wheels and worms of high grade castiron or mild steel and one coat of red lead primeretc. complete. (I.S. 6248-1979) (Withoutmechanical gear).


39.24BDT-55

BD-T-55 Page No. 510 & As directed by Engineer in

Charge

7

Providing and fixing steel frame door of angle 50 x50 x 6 mm. with mild steel bars 16 mm dia.horizontally at 10 mm. c/c for ventilator portionincluding iron hold fast boxes for fixing shuttersincluding welding, finishing, painting etc. complete.


39.35BDT


charge.


Sub Estimate I - Additional Specifications - Offices





8

Providing and fixing Orissa type white glazedearthenware 575 mm water closet pan including 'S'trap with earthenware foot rests, cast iron soil andvent pipe upto outside face of the wall 1:2:4 brickbat lime concrete bedding without flushing tankand its accessories etc.complete.


42.30BDV


charge.

9

Providing and laying Antiskid Ceramic tiles ofapproved quality of size 30 cm x 30 cm andconfirming to IS 15622-2006 (Group-B IIA) forantiskid flooring in required position laid on a bedof 1:4 cement mortar including cement float, fillingjoint with cement slurry cleaning curing etc.complete.


33.67BDM

Bd. M-12 page No. 385 & As directed by Engineer in

Charge

10

Providing and laying ceramic tiles of having size 30cm. x 30 cm. and confirming to corresponding I.S.for dado and skirting in required position withreadymade adhesive mortar of approved quality onplaster of 1:2 cement mortar including joint fillingwith white/ colour cement slurry cleaning curingetc. complete.


33.25BDM 13

Bd.M.13 Page No. 386. & As

directed by Engineer in

Charge





1

Filling in plinth and floors with approved excavatedmaterials in 15 cm to 20 cm layers includingwatering & compaction complete.


21.36BDA 10

Bd.A.10 Page No. 262 & As directed


2

Providing fly ash brick masonry with conventional/I.S. type bricks in cement mortar 1:6 insuperstructure including striking joints, raking outjoints, watering and scaffolding etc. Complete


27.13BDG

As director by engineer

incharge and BDG- 2 and 5

3

Providing internal cement plaster 12 mm. thick insingle coat in cement mortar 1:5 without neerufinish to concrete or brick surfaces, in all positionsincluding scaffolding and curing etc. complete.


32.03BDL 2

Bd. L.2 Page No. 368 & As directed


4



32.15BDL 10

Bd. L.10, Page No.370 & As directed by

Engineer in Charge

5

Providing & applying washable oil bound distemperof approved colour and shade to old & newsurfaces in two coats including scaffolding,preparing the surfaces including Primer Coatcomplete.

S.S.R.2017-18 Item No. 36.11+36.01

1 BDP 7D + BDP 5A

As directed by Engineer- incharge and Bd.P.5 Page

No. 413

6

Providing and fixing rolling shutter fabricated fromsteel laths of minimum thickness 0.9 mm. with lockplate of 3.15 mm. thickness reinforced with 35 x 35x 5 mm. angle section fitted with sliding bolts andhandles for both sides, deep M.S. channel sectionof depth and thickness not less than 65 mm. and3.15 mm. respectively with hold fast arrangements,M.S. Bracket plate 300 x 300 x 3.15 mm. minimumsize and shape with square bar, suspension shaftof minimum 32 mm. diameter, hood cover of M.S.sheet not less than 0.9 mm. thickness and of anysize at top and safety devices includingmechanical gear operation arrangement consistingof worm gear wheels and worms of high grade castiron or mild steel and one coat of red lead primeretc. complete. (I.S. 6248-1979) (Withoutmechanical gear).


39.24BDT-55

BD-T-55 Page No. 510 & As directed


7

Providing and fixing steel frame door of angle 50 x50 x 6 mm. with mild steel bars 16 mm dia.horizontally at 10 mm. c/c for ventilator portionincluding iron hold fast boxes for fixing shuttersincluding welding, finishing, painting etc. complete.


39.35BDT


charge.


Sub Estimate I - Additional Specifications - Shops





8

Providing and fixing Orissa type white glazedearthenware 575 mm water closet pan including 'S'trap with earthenware foot rests, cast iron soil andvent pipe upto outside face of the wall 1:2:4 brickbat lime concrete bedding without flushing tankand its accessories etc.complete.


42.30BDV


charge.

9

Providing and laying Cast in situ/Ready Mixcement concrete M- 25 of trap/ granite / quartzite/gneiss metal for R.C.C. slabs and landings as perdetailed designs and drawings including centering,formwork, cover blocks, compaction, finishing theformed surfaces with cement mortar 1:3 ofsufficient minimum thickness to give a smooth andeven surface or roughening if special finish is to beprovided and curing etc. complete.(Excludingreinforcement and structural steel).with fullyautomatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc.complete. WithV.S.I. quality Artificial Sand


25.72BDF 8


Page No.38 & As directed by

Engineer in Charge

10

Providing and laying Antiskid Ceramic tiles ofapproved quality of size 30 cm x 30 cm andconfirming to IS 15622-2006 (Group-B IIA) forantiskid flooring in required position laid on a bedof 1:4 cement mortar including cement float, fillingjoint with cement slurry cleaning curing etc.complete.


33.67BDM

Bd. M-12 page No. 385 & As directed


11

Providing and laying ceramic tiles of having size30 cm. x 30 cm. and confirming to correspondingI.S. for dado and skirting in required position withreadymade adhesive mortar of approved quality onplaster of 1:2 cement mortar including joint fillingwith white/ colour cement slurry cleaning curingetc. complete.


33.25BDM 13

Bd.M.13 Page No. 386. & As directed




A. Plumbing works

Sanitary Fixtures Cp Fittings

Soil, Waste, Vent and Rainwater Pipes & Fittings

Water Supply Pipe, Fittings & Valves

Pumping System.

Solar Hot Water System

Special Conditions

Precedence

Where items are not covered under technical specifications then the work shall be

performed as per the current I.S. Code of Practice relevant to that work.

Where items are not covered under preceding paragraphs then the work shall be performed as

stipulated by the Project Manager / relevant Consultant whose decision shall be final and

binding.

All Liaoning costs towards obtaining NOCs, Commencement Certificates and Completion

Certificates for the PHE works within the Contractor’s scope are to be borne by the

Contractor at no additional charge.

Drawings

Plumbing drawings are diagrammatic but shall be followed as closely as actual construction

permits. Any deviations made shall be in conformity with the architectural and other services

drawings. Architectural drawings shall take precedence over plumbing or other services

drawings as to all dimensions. Contractor shall verify all dimensions at site and bring to the

notice of the Project Manager all discrepancies or deviations noticed. Decision of the Project

Manager shall be final.

Large size details and manufacturers dimensions shall take precedence over small scale

drawings.

Inspection and testing of materials

Contractor shall be required, if requested, to produce manufacturer’s test certificate for the

particular batch of materials supplied to him. The tests carried out shall be as per the

relevant Indian Standards.

For examination and testing of materials and works at the site Contractor shall provide all

testing and gauging equipment necessary to conduct test of materials on site and test the

work done.

All such equipment shall be tested for calibration at any approved laboratory, if required by

the Project Manager.



Reference drawings

The Contractor shall maintain one set of all drawings issued to him as reference drawings.

These shall not be used on site. All important drawings shall be mounted on boards and

placed in racks indexed. No drawings shall be rolled.

All corrections, deviations and changes made on the site shall be shown on these reference

drawings for final incorporations in the completion ‘as built’ drawings. All changes to be

made shall be initialed by the Project Manager or Architects.

Shop drawings

Contractor shall submit to Project Manager & Architects any / all shop drawings required to

be produced by him as described in the contract documents or as may be necessary for the

furtherance of his work.

All submittals shall show design, dimensions, connections, and all other details consistent

with the requirements of the contract documents, and shall show adjoining works in sufficient

detail as to ensure proper co-ordination therewith the connection there to.Upon receipt of

shop drawings, product data and / or samples Project Manager or Architects shall review and

approve or otherwise, but only for conformance with the design concept of the work and

information given in the contract documents.

Project Manager & Architects approval of the specific item shall not be construed as approval

of an assembly of which it may be a component, Contractor is deemed to have included for

the cost of all shop drawings / product data sheets / samples, in his tender.

Completion drawings

On completion of work, Contractor shall submit “as built" drawings to the Project Manager,

in the manner prescribed earlier, incorporating the changes recorded in the ‘Reference

Drawings’. These drawings shall have the following information.

Run of all piping, pipe diameters on all floors, vertical stacks

Layout plans of external services showing ground and invert levels of all drainage pipes

together with location of all manholes and connections up to outfall.

Run of all water supply lines with diameters, locations of control valves, access panels.

Location of all mechanical equipment with layout and piping connections.

System diagrams to indicate the system in its totality.

No completion certificate shall be issued unless the above drawings are submitted.

Contractor shall provide four sets of catalogues, service manuals manufacturer's drawings,

performance data and list of spare parts together with the name and address of the

manufacturer for all electrical and mechanical equipment provided by him.



All "warranty cards" given by the manufacturers shall be handed over to the Project Manager.

Specifications

Work under this Contract shall be carried out strictly in accordance with specifications

attached with the tender.

In case of items not covered under these specifications due to any ambiguity or misprints,

or additional works, the work shall be carried out as per specifications of the latest Central

Public Works Department.

Execution of work

The work shall be carried out in conformity with the Plumbing drawings and within the

requirements of architectural, HVAC, electrical, structural, landscaping and other specialized

services drawings.

The Contractor shall cooperate with all trades and agencies working on the site. He shall

make provision for hangers, sleeves, structural openings and other requirements well in

advance to prevent hold up of progress of the construction schedule.

Testing

Piping and drainage works shall be tested as specified under the relevant clauses of the

specifications.

Tests shall be performed in presence of the Project Managers or their authorized

representatives.

All materials and equipment found defective shall be replaced and whole work tested to

meet the requirements of the specifications.

Contractor shall provide all labour, equipment and materials for the performance of the

tests.

Site clearance and cleanup

The Contractor shall, from time to time, clear away all debris and excess materials

accumulated at the site.

After the fixtures, equipment and appliances have been installed and commissioned,

Contractor shall clean-up the same and remove all plaster, paints, stains, stickers and other

foreign matter or discoloration leaving the same in a ready to use condition.

Cutting of Water Proofing Membrane No walls terraces shall be cut for making and

opening after water proofing has been done without written approval of Project

Manager/Architects. Cutting of structural members

No structural member shall be chased or cut without the written permission of the Project

Manager.



Materials

Unless otherwise specified and expressly approved in writing by the Project Manager,

only materials of makes and specification as mentioned in the list of approved makes

attached with the specifications shall be used.

If required, the Contractor shall submit samples of materials proposed to be used in the

works. Approved samples shall be kept in the office of the Project Manager and returned to

the Contractor at the appropriate time.Sanitary Fixtures

Scope of work

Work under this section shall consist of furnishing all Material, labour and miscellaneous

material necessary and required to completely install all sanitary fixtures, chromium plated

and PVC Rigid fittings and accessories as required by the drawings specified hereinafter and

given in the Schedule of Quantities.

Without restricting to the generality of the foregoing the sanitary fixtures shall include the

following:-

a) Sanitary fixtures

b) Chromium plated fittings

c) Porcelain or stainless steel sinks

Accessories such as towel rods, toilet paper holders, soap dish, towel rack, coat hooks,

Mirrors etc are not considered under the scope of this contract.

Whether specifically mentioned or not, the rates quoted for the installation of all fixtures

and appliances shall be provided with all fixing devices, nuts, bolts, screws, hangers as

required General requirements Sanitary fixtures shall be of the best quality approved by the

Project Manager. Wherever particular makes are mentioned, the choice of selection shall

remain with the Project Manager.

All fixtures and fittings shall be provided with all such accessories as are required to

complete the item in working condition. Accessories shall include proper fixing

arrangement, brackets, nuts, bolts, screws and required connection pieces.

Fixing screws shall be half round head chromium plated brass screws with C.P. washers

where necessary. Iron screws rust and will not be permitted.

Contractor shall furnish without cost all such accessories and fixing devices that are

necessary and required but not supplied along with the Plumbing Fixtures & CP Fittings by

the manufacturers as a part of the original and standard supply.

All fittings and fixtures shall be fixed in a neat workmanlike manner true to level and

heights shown on the drawings and in accordance with the manufacturer’s



recommendations. Care shall be taken to fix all inlet and outlet pipes at correct positions.

Faulty locations shall be made good and any damage to the finished floor, tiling or

terrace shall be made good at Contractor's cost.

Contractor shall seal all fixtures fixed near wall, marble and edges with an approved type of

poly-sulphide sealant.

European W.C

General:

The item pertains for providing white or colour glazed vitreous chinaware European Wall

Mounted / Floor Mounted water closet with seat and cover of size and colour as specified in

the schedule including fixing.

Material & Fixing:

European type water closet shall be wash down pattern unless otherwise specified. Water

closet shall be vitreous china conforming to IS 2556 (Part-I & II). Closet shall have an

integral flushing rims of self draining type. Each water closet shall have an integral trap with

either `S` or `P` outlet with and trap shall be uniform and smooth in order to enable an

efficient flush. Plastic seat and cover shall be of black colour or as specified, they shall have

conformity to IS2548 Part I & II.

The Flush valve shall be nominal diameter as specified in the schedule of quantities. It shall

be of C.P. brass approved and heavy quality, and shall conform to I.S. 9758.

European W.C. shall be wall mounted set with Concealed / Open dual Flush Valve.

The flush pipe (40/32 mm dia) shall be exposed inside the Toilet, Material will be uPVC Sch-

80. Where applicable flush pipe / bend shall be connected to the W.C. by means of a

suitable rubber adapter.

Wall hung W.C. shall be supported by C.I. floor mounted chair bracket.

Each W.C. set shall be provided with a plastic seat shall be with rubber buffers and chromium

plated hinges. Plastic seat shall be so fixed that it remains absolutely stationary in vertical

position without falling down on the W.C.

Mode of Measurement : The measurement shall be for each unit of W.C. fixed.

Mode of Payment : The contract rate shall be for each unit of W.C. fixed.

Orissa Pan W.C

General:

The item pertains for providing white or colour glazed vitreous chinaware Orissa Pan with

deep seal P trap having 50mm water seal as specified in the schedule including fixing.

Material & Fixing:



Orissa Pan water closet shall be vitreous china conforming to IS 2556 (Part-III). Water Closet

shall have an integral flushing rims of self draining type. Each water closet shall have deep

seal P trap & shall be uniform and smooth in order to enable an efficient flush. The Flush

valve shall be nominal diameter as specified in the schedule of quantities. It shall be of C.P.

brass approved and heavy quality, and shall conform to I.S. 9758.

European W.C. shall be wall mounted set with Concealed / Open dual Flush Valve.

The flush pipe (40/32 mm dia) shall be exposed inside the Toilet, Material will be uPVC Sch-

80. Where applicable flush pipe / bend shall be connected to the W.C. by means of a

suitable rubber adapter. Wall hung W.C. shall be supported by C.I. floor mounted chair

bracket.Each W.C. set shall be provided with a plastic seat shall be with rubber buffers and

chromium plated hinges. Plastic seat shall be so fixed that it remains absolutely stationary

in vertical position without falling down on the W.C.

Mode of Measurement : The measurement shall be for each unit of W.C. fixed.

Mode of Payment : The contract rate shall be for each unit of W.C. fixed.

Urinals

General:

The item pertains for providing colour or white glazed vitreous chinaware urinal in single or

range (1,2 & 3) and size as specified in the schedule with necessary fittings and appliances

including fixing.

Material & Fixing:

Urinal basin shall be flat back or corner wall type lipped in front. The vitreous china

conforming to IS 2556 (Part VI). Urinal shall have and integral flushing rim and inlet or

supply horn for connecting flush pipe. Flushing rim and inlet shall be of the self draining

type. At bottom of basin and outlet horn for connecting outlet shall be provided. The inside

surface of the urinal shall be uniform and smooth throughout to ensure efficient flushing.

Urinals shall be white glazed vitreous china of size, shape and type specified in the

Schedule of Quantities.

Urinals shall be provided with 15 mm dia C.P. spreader conforming to IS : 407, 32 mm dia

stainless steel domical waste, and shall be fixed to wall by C.I. brackets and C.I. wall

clips as recommended by manufacturers complete as directed by Project Manager.

Urinals shall be fixed with C.P. brass screws and shall be provided with 32 mm dia

domical waste leading to urinal's trap.



Drain pipes shall be conforming to IS 4985 :2000 6 Kg/sq.cm 40mm dia. upvc pipes &

fittings concealed in wall & floor from waste coupling out let connected to floor trap as given

in Schedule of Quantities.

Urinals shall be flushed by means of Prismatic type valves.

Mode of Measurement : The measurement shall be for each unit of Urinal set fixed.

Mode of Payment : The contract rate shall be for each unit of Urinal set fixed.

Wash Basins

General:

The item pertains for providing colour or white glazed vitreous chinaware wash basin with or

without pedestal of size and colour as specified in the schedule including fixing.

Material & Fixing:

Wash basins shall be of vitreous china conforming to IS : 2556(Part-IV) of flat back or angle

back as specified shall be of one piece construction including combined over flow, basin shall

be provided with single or double tap holes of size 28 mm square or 30 mm rounded. Each

basin shall have circular waste hole, or 5 sq.cm slot type over flow. Pedestals for wash basin

shall be exactly same glazing that of basin. Pedestal shall be capable of supporting the basin

and completely recessed at the back to accommodate supply and waste pipes and fittings. The

basin shall be supported on pan of C.I cantilever brackets conforming to IS 775. Use of MS

angle or Tee Section as bracket is not permitted.

Wash basins shall be white glazed vitreous china of any size, shape and wall mounted /

counter type.

Each basin shall be supported on MS galvanized or CI brackets (to be enamel painted) and

clips and the basin securely fixed to wall or on the counter. Placing of basins over the

brackets without secure fixing shall not be accepted.

Each basin shall be provided with 32 mm dia C.P. waste coupling & C.P. brass ‘P’ trap with

C.P pipe to wall and flange as specified in the Bill of Quantities.

Drain pipes shall be conforming to IS 4985:2000 6 Kg/sq.cm 40mm dia. uPVC pipes &

fittings concealed in wall & floor from waste coupling out let connected to floor trap as given

in Schedule of Quantities.

Mode of Measurement : The meas. shall be for each unit of Wash basin set fixed.

Mode of Payment : The contract rate shall be for each unit of Wash basin set fixed.

SS Sinks

General:



Item includes providing the stainless steel sink with or without drain board of size as

specified in the schedule including fixing.

Material & Fixing:

The sink shall be manufactured from stainless steel of Salem or equivalent steel conforming

to IS:13983. Stainless steel sink shall be of one piece construction molded out of 19 SWG

(1mm) stainless steel sheet of grade AISI 304 (18/8) with stainless steel choke – stop strainer

(waste coupling) check nuts conforming to IS 13983.

Sinks shall be stainless steel as specified in the Schedule of Quantities.

Each sink shall be securely fixed. Counter top sinks shall be fixed as recommended by the

manufacturer. Each sink shall be provided with 40 mm dia C.P. waste with plug and a ‘P’

trap as given in the Schedule of Quantities. Fixing shall be done as directed by Project

Manager.

Drain pipes shall be conforming to IS 4985 :2000 6 Kg/sq.cm upvc pipes & fittings

concealed in wall & floor from waste coupling out let connected to floor trap as given in

Schedule of Quantities.

Supply fittings for sinks shall be mixing fittings or C.P. taps with approved type of swan

neck spout as specified in the Schedule of Quantities.

The sink shall be placed over the brackets or on the platform. Gap between sink and platform

/ wall shall be finished with white / matching cement.

Mode of Measurement : The measurement shall be for each unit of SS Sink set fixed.

Mode of Payment : The contract rate shall be for each unit of SS Sink set fixed.

Pillar Tap

General:

The item pertains to provide chromium plated brass and Rigid PVC pillar tap including

fixing.

Material & Fixing:The pillar tap shall be 15 mm nominal size or as specified in the schedule.

Fancy type pillar tap shall be of C.P. brass approved quality and shall conform to I.S. 8931.

Non fancy pillar tap shall be chromium plated-brass and shall conform to IS 1795. The

nominal size of Pillar tap shall be 15 mm or as specified. Casting of Pillar tap shall be sound

and free from laps, blow hole and pitting. External and internal surface shall be clean, smooth

and free from sand and be neatly dressed. All the parts fitted to pillar tap shall be axial,

parallel and cylindrical with surfaces smoothly finished. The minimum of finish weight of

Pillar tap shall not be less than 650 grams (body weight 250 gms, washer plate loose valve

150 gms and back nut 40 gms. Thickness of C.P coating shall not be less than service grade



no.2 of IS 4827 and plating should be capable of taking high polish which shall not easily

tarnish or scale.

Pillar tap shall withstand and internally applied hydraulic pressure of 2 MPa (20 kg/sq.cm)

for period of 2minutes during which period, it shall neither leak nor sweat. Leaky joint shall

be remade to make it leak proof without any extra cost from the contractor.

Pillar tap shall be fixed to the pipe line as indicated in the drawing with necessary special as

required or as ordered by Engineer-in-charge. Jointing shall be done with white zinc, spun

yarn etc. A few turns of fine hemp yarn dipped in linseed oil shall be taken over the threaded

ends to obtain complete water tightness.

Mode of Measurement : The meas. shall be for each unit of Pillar cock set fixed.

Mode of Payment : The contract rate shall be for each unit of Pillar cock set fixed.

Bib Tap, Angle Stop Cocks :

General:

The item pertains to provide chromium plated brass and Rigid PVC bib tap and angle stop

cocks, free flanges (if joined to concealed pipe) including fixing.

Material & Fixing:

Bib cock (Bib tap) is drawn off tap with a horizontal inlet and free out let and a stop cock is a

valve with a suitable means of connections for insertion in a pipe line for controlling or

stopping the flow. These shall be of size 15 mm size or as specified and shall be of screw

down type. The closing device shall work by means of disc. carrying a renewable non-

metallic washer with shuts against the water pressure on a seating right angles to the axis of

the threaded spindle which operates it. The handle shall be crutch, butterfly or fancy design

type securely fixed to the spindle. The tap shall open anti clock wise direction. Brass bib taps

and stop cocks and angle stop cocks shall conform to IS 781, they shall be polished bright.

The minimum finished weight of different sizes of bib tap weight of 15 mm size bib tap and

stop cock shall be as per table given below. They shall be sound and free from taps, blow

hole and fitting. Internal & External surface shall be clean, smooth and free from sand and

neatly dressed. Taps shall be nickel chromium plated and thickness of coating shall not be

less than service grade No.2 of IS 4827 and plating shall be capable of taking high polish

which shall not be easily tarnished.

Minimum Finished Mass of Bib Taps And Stop Valves as Per Is 781:1984 (Reaffirmed

2001).

Mode of Measurement : The measurement shall be for each unit of cock set fixed.

Mode of Payment : The contract rate shall be for each unit of cock set fixed.



Wall Mixer:

General:

The item pertains to provide chromium plated brass and Rigid PVC combination tap

assembly, wall mounted hot & cold mixing for bath ,pillar mounted hot & cold mixing for

sink ,basin, tub etc. including free flanges and fixing.

Material & Fixing:

The combination tap assembly shall be 15 mm nominal size or as specified in the schedule. It

shall be of C.P. brass approved and heavy quality, and shall conform to I.S. 8931.

Combination tap assembly shall be chromium plated-brass and shall conform to IS 8931.The

nominal size of combination tap assembly shall be 15 mm nominal size or as specified.

Casting of combination tap assembly shall be sound and free from laps, blow hole and

pitting. External and internal surface shall be clean, smooth and free from sand and be neatly

dressed. All the parts fitted to pillar tap shall be axial, parallel and cylindrical with surfaces

smoothly finished. Thickness of C.P coating shall not be less than service grade no.2 of IS

4827 and plating should be capable of taking high polish which shall not easily tarnish or

scale.

Combination tap assembly shall withstand and internally applied hydraulic pressure of

1.6Mpa (16 kg/sq.cm) for period of 1 minutes during which, it shall neither leak nor sweat.

Leaky joint shall be remade to make it leak proof.

Mode of Measurement : The meas. shall be for each unit of Wall mixer set fixed.

Mode of Payment : The contract rate shall be for each unit of Wall mixer set fixed.

Shower Set

General:

The item pertains to provide chromium plated brass and Rigid PVC shower rose & shower

Arm of specified diameter with accessories including fixing.

Material & Fixing:

The shower rose & arm shall be CP brass of approved and heavy quality. It’s accessories

shall conform to IS 1239 Part II. Shower rose shall be fixed to be water supply pipe line with

shower arm, fittings etc. as required by the Engineer-in-charge. Shower set shall comprise of

CP Shower rose & CP shower arm , all with CP wall flanges of approved quality all as

specified in the Schedule of Quantities. Wall flanges shall be kept clear off the finished wall.

Wall flanges embedded in the finishing shall not be accepted.



Mode of Measurement : The measurement shall be for each unit of shower set fixed.

Mode of Payment : The contract rate shall be for each unit of Shower cock set fixed.

Towel Rod / Towel Ring :

General:

The item includes providing Towel rod / towel ring of size as mentioned in the schedule

including fixing.

Material & Fixing:

Towel rail shall be of C.P brass with two CP brass bracket coated with chromium plating of

thickness not less than grade No.2 of IS 4827. The size of rail shall be 600 mm x 20 mm dia

unless otherwise specified in the schedule. Towel ring of CP brass with one CP brass bracket

with thickness not less than Grade No.2 of IS 4827. The diameter of the ring shall be 175 mm

unless otherwise specified in the schedule. The diameter of ring rod shall not be less than 8

mm.

The towel rod/ ring shall be fixed to proper line and level as indicated in drawing with CP

brass screws, wooden raw plug, drilling hole etc. and making good the wall to original

condition after fixing the towel rod.

Mode of Measurement : The meas. shall be for each unit of Towel rod / ring set fixed.

Mode of Payment : The contract rate shall be for each unit of Towel rod/ring set fixed.

Toilets for Disabled

Where specified, in washroom facilities designed to accommodate physically disabled,

accessories shall be provided as directed by the Engineer-in-charge.

Stainless steel garb brass of required size suitable for concealed or exposed mounting and

opened non-slip gripping surface shall be provided in all washroom. The flushing

cistern/valve shall be provided with chromium plated long handles.

Mock-up and Trial Assembly

The installation of the Sanitary fixtures and fittings shall be as per the shop drawings

approved by the Engineer-in-charge / Consultant.

The contractor shall have to assemble at least one set of each type of sanitary fixtures and

fittings in order to determine precisely the required supply and disposal connections.

Relevant instructions from manufacturers shall be followed as applicable. This trial assembly

shall be developed to determine the location of puncture holes, holding devices etc. which

will be required for final installation of all sanitary fixtures and fittings. The above assembly

shall be subject to final approval by the Engineer-in-charge / Interior Designer.The fixtures in

the trial assembly can be re-used for final installation without any additional payments for



fixing or dismantling of the fixtures. Supporting and Fixing Devices The contractor shall

provide all the necessary supporting and fixing devices to install the sanitary fixtures and

fittings securely in position. The fixing devices shall be rigidly anchored into the building

structure. The devices shall be rust resistant and shall be so fixed that they do not present an

unsightly appearance in the final assembly. Where the location demands, the Engineer-in-

charge may instruct the contractor to provide chromium plated or other similarly finished

fixing devices. In such circumstances the contractor shall arrange to supply the fixing devices

and shall be installed complete with appropriate vibration isolating pads, washers and

gaskets.

Final Installation

The contractor shall install all sanitary fixtures and fittings in their final position in

accordance with approved trial assemblies and as shown on drawings. The installation shall

be complete with all supply and waste connections. The connection between building and

piping system and the sanitary fixtures shall be through proper unions and flanges to facilitate

removal/replacement of sanitary fixtures without disturbing the built in piping system. All

unions and flanges shall match in appearance with other exposed fittings.

Fixtures shall be mounted rigid, plumb and to alignment. The outlets of water closet pans and

similar appliances shall be examined to ensure that outlet ends are butting on the receiving

pipes before making the joints. It shall be ensured that the receiving pipes are clear of

obstruction. When fixtures are being mounted, attention shall be paid to the possibility of

movement and settlement by other causes. Overflows shall be made to ensure that necessary

anchoring devices have been provided for supporting water closets, wash basins, sinks and

other appliances.

Protection Against Damage

The contractor shall take every precaution to protect all sanitary fixtures against damage,

misuse, cracking, staining, breakage and pilferage by providing proper wrapping and locking

arrangement till the completion of the installation. At the time of handing over, the contractor

shall clean, disinfect and polish all the fixtures and fittings. Any fixtures and fittings found

damaged, cracked chipped stained or scratched shall be removed and new fixtures and fittings

free from defects Shall be installed at his own cost to complete the work.

Measurement

Rate for supply & fixing of sanitary fixtures accessories, CP fittings shall etc. include all

items, and operations stated in the respective specifications and bill of quantities and nothing

extra is payable.



Rates for all items under specifications Para above shall be inclusive of cutting holes and

chases and making good the same, CP screws, nuts, bolts and any fixing arrangements

requiredandrecommended by manufacturers, testing and commissioning and making good to

the satisfaction of the Engineer-in-charge.

Testing

All appliances, fixtures and fittings shall be tested before and after installation. Water seals of

all appliances shall be tested. The contractor shall block the ends of waste and ventilation

pipes and shall conduct an air test.

After completion of work and during the maintenance liability period of contract, the work

shall be subjected to “Post construction and testing”. In case, if the materials incorporated in

the work are found to be inferior, though the sample collected from the materials might have

been passed at the time of execution, it shall be the responsibility of the contractor to replace

the same without any cost to the department failing which the department may rectify the

same at the risk and cost of the contractor or the department may accept the same as sub

standard, and cost be adjusted from the outstanding security deposit as per the terms and

condition of the contract for the work.

Soil, Waste, Vent and Rainwater Pipes & Fittings

General :

The item includes supplying of UPVC soil, waste and rain water (SWR) and ventilation pipes

with fittings of specified diameter including laying, fixing, cutting, joining, painting if

required etc.

Material :

The pipes shall conforming to IS 13592, UPVC - SWR (Type ‘A’ or ‘B’ as specified) and

fittings conforming to IS 13591 shall be free from cracks, flaws and defects and shall be U.

V. stabilized and able to withstand a pressure as mentioned in the schedule of work. Rubber

sealing rings conforming to IS 5382 with lubricant for sliding socket joints as mentioned in

the schedule of work.

Examining:

Before laying the pipe line, it shall be first examined for damages and cracks, No cracked or

damaged pipe and fittings shall be used in the work and they shall be removed from the site

by the contractor at his own cost and charge.

Cleaning: All the pipes and fittings shall be thoroughly cleaned with brush and washed if

necessary to remove any accumulated stone, soil or dirt inside and outside surfaces.

Laying :



The pipes shall be carefully laid straight to the correct alignment in gradients as indicated in

the drawing. All the pipe shall be used in standard length as far as possible. Cut length may

be used only where it is necessary to make up exact length. The entire length of pipe shall be

evenly supported on bed of the trench throughout. Care shall be taken to prevent any sand,

earth or other materials from entering into the pipes during laying. At the end of day's work

the open end shall be suitably plugged.

Fixing :

The pipe line shall be fixed in position as shown in the drawing or as directed by the

Engineer-in charge. The pipe shall be fixed with G.I. clamps not less than 5 mm thick of with

suitable MS brackets & U clamps, The bracket shall be fixed into the wall with G.I. nails not

less than 40 mm long and wooden gutties keeping the pipe about 50 mm clear of the wall.

Making Joint :

Solvent (Self fit) Joint:- All internal piping within the toilet shall be solvent weld. The

jointing of pipes and fittings generally shall be done with approved make cement solvent

including making surface rough.

Ring fit Joints:- All external vertical joints shall be rubber ring joints. Rubber sealing rings

with lubricant for sliding socket joints .

The pipe shall be cut to desired length. Care shall be taken that that profile or cut surfaces

shall not be changed and the fibrous material shall be removed with scraper or knife.

Detachable Joint :

Detachable joints shall be made where pipes of different materials have to be jointed or as

specified in the schedule. The flanges are first pushed over the pipe ends and jointing shall be

made by cement solvent

Painting :

In case of underground piping, the pipe line shall be painted with two coats of approved oil

paint of matching colour over a coat of primer.

Testing :

The joints shall be tested by either smoke test for vertical stacks or 2.5 m head of water at the

highest point of the section under test for horizontal drainage pipes. Smoke shall be pumped

into the pipes at the lowest end from a smoke machine which consists of a below and burner

.The material usually burnt is greasy cotton waste which gives out a clear pungent smoke

which is easily detectable by sight as well as by smell, if there is leak at any point of the

drain. The water head test shall be carried out by suitably plugging the lower end of the drain

and the ends of the connection if any and filling the system with water. A knuckle bend shall



be temporarily jointed to it so as to provide required test head , or the top may be plugged

with a connection to a hose ending in a funnel which could be raised or lowered till the

required head is obtained and fixed suitable for observation. The leaky joints shall be remade

and section re-tested at no extra cost.

Mode Of Measurement :

The measurement shall be for unit running meter length of pipe line laid of fixed. The

measurement shall be taken along the center line of pipe. No measurement shall be recorded

separately for fittings, painting if mentioned in schedule of work and testing.

Mode Of Payment :

The contract rate shall be for unit running meter length of pipe line laid and for fitting on

number measured.

Clamps

All pipe supports on walls, beams, columns and ceilings shall be MS angle frames as per

Consultants drawings & contractors approved shop drawing by project in charge. The frames

shall have a coat of primer and 2 coats of enamel paint of approved shade. MS supports are

measured and paid under a separate item.

All clamps and hangers shall be galvanised. Factory made Pre fabricated clamps shall be

preferred. All nuts, bolts, washers and other fasteners shall be factory galvanised.

When required to be fixed on RCC columns , walls or beam they shall be fixed with

approved type of galvanised expansion anchor fasteners (Dash fasteners) of approved design

and size according to load.

In case of PT slab, the location of anchor fasteners shall be approved by project in charge

before work commences.

Spacing of pipe supports and clamps shall be as below

Pipe Dia

(mm)

Hanger Rod Dia

(mm)

Spacing between Supports

(m)

Up to 25 6 2

32 to 50 6 2.5

65 to 80 8 2.5

80 to 100 10 2.5

125 to 150 10 3.0

200 to 300 12 3.5



Traps

Floor traps

Floor traps where specified shall be siphon type full bore P type upvc having a minimum 50

mm deep seal conforming to IS 13591 shall be free from cracks, flaws and defects. The trap

and waste pipes when buried below ground shall be set and encased in cement concrete

blocks firmly supported on firm ground or when installed on a sunken RCC structural slab.

The blocks shall be in 1:2:4 mix (1 cement :2 coarse sand :4 stone aggregate 20 mm

nominal size).

Use of nahni traps is discouraged. It may be used in case of space restriction, with permission

of project in charge & Consultants Floor Trap Grating Floor traps shall be provided with

125mm square or round Stainless Steel gratings, with frame and rim of approved design and

shape or as specified in the Schedule of Quantities approved by the Project Manager.

Clean out (CO) plugs -Clean out plug for Soil, Waste or Rainwater pipes laid under floors

shall be provided near pipe junctions bends , tees , “Y” and on straight runs at such intervals

as required as per site conditions. Clean out plugs shall terminate flush with the floor levels .

They shall be threaded and provided with key mark for opening. Clean out plugs shall be

Cast Brass suitable for the Pipe dia. with screwed to a socket . The socket shall be lead

caulked to the drain pipes.

Waste pipe from appliances

Waste pipe from wash basins and sinks shall be of uPVC pipes conforming to IS 4985

:2000 6 Kg/sq.cm. including all fittings with solvent cement joint, testing, cutting holes or

chases and making good where required as given in the Schedule of Quantities or shown on

the drawings.

All pipes shall be fixed in gradient towards the connection to stack or drains. Pipes inside all

toilets shall be in chase unless otherwise shown on drawings, or directed by the Project

Manager.

Painting

Paints used shall be of approved quality and shade. Where directed pipes shall be

painted in accordance with approved pipe colour code.

All soil, waste, vent, rainwater pipes in exposed locations e.g. in shafts, pipe spaces and

service floors or fixed at ceiling levels shall be painted with two or more coats of synthetic

enamel paint to give an even shade

Cutting and making good



Contractor shall provide all holes cut outs and chases in structural members necessary and

required for the pipe work as building work proceeds. Wherever cut outs , holes are left in

the original construction , they shall be made good by the main civil contractor.

Sleeves / Cut-outs.

Contractor shall utilize all cut outs and sleeves provided during construction to prevent

breaking. The annular space between the pipe and the sleeve shall be filled up with

approved type of fire retardant sealant. When sleeves are misplaced or inaccurately located

contractor shall make the holes in the wall or structural members with the prior permission of

the Project Manager.

Testing

Before using at site, all pipes shall be tested by filling up with water for at least 10 minutes.

After filling, pipes shall be struck with a hammer and inspected for blowholes and cracks. All

defective pipes shall be rejected and removed from the site within 48 hours.

Pipes shall be tested after installation, by filling up the stack with water. All openings and

connections shall be suitably plugged. The total head in the stack shall however not exceed

3m.

Alternatively, Contractor may test all soil and waste stacks by a smoke testing machine.

Smoke shall be pumped into the stack after plugging all inlets and connections. The top end

shall be left open. The stack shall then be observed for leakages and all defective pipes and

fittings removed or repaired as directed by the Project Manager. A test register shall be

maintained and all entries signed and dated by the Project Manager. Later Supply System

Scope of work

Work under this section consists of furnishing all labour, materials equipment and appliances

necessary and required to completely install the water supply system as required by the

drawings, specified hereinafter and given in the Schedule of Quantities.

Without restricting to the generality of the foregoing, the water supply system shall include

the following:-Distribution system from main supply headers to all fixtures and appliances

for cold water. Cold water supply lines from water connections to Fire and Under Ground

Water Tanks and from Underground Water Tanks to Overhead water Tanks. Control valves,

masonry chambers and other appurtenances. Connections to all plumbing fixtures, tanks,

appliances and municipal mains Inserts for R.C.C. tanks

General requirements

All materials shall be new of the best quality conforming to specifications. All works

executed shall be to the satisfaction of the Project Manager. Pipes and fittings shall be



securely fixed to walls and ceilings truly vertical, horizontal or in slopes as required in a

neat workmanlike manner. Short or long bends shall be used on all main pipe lines as far as

possible. Use of elbows shall be restricted for short connections. All bends shall be formed by

means of a hydraulic pipe bending machine for pipes up to 65mm diameter. Pipes shall be

fixed so as to provide easy accessibility for repair and maintenance and shall not cause

obstruction in shafts, passages etc.

Clamps, hangers and supports on RCC walls, columns & slabs shall be fixed only by means

of approved make of expandable metal fasteners inserted by use of power drills. All G.I,

CPVC pipes in shafts and other locations shall be supported by M.S. clamps of design

approved by Project Manager. Pipes in wall chases shall be anchored by iron hooks, Pipes at

ceiling level shall be supported on structural clamps fabricated from M.S. structural as

described above. Pipes in typical shafts shall be supported on slotted angles/channels as

specified elsewhere. All pipe clamps, supports, nuts, bolts, washers shall be galvanized MS

steel throughout the building. Valves and other appurtenances shall be so located as to

provide easy accessibility for operations, maintenance and repairs. Contractor should study

the site plan and water supply system diagram for an overview of the system. All external

water supply should be in uPVC Sch80 class pipes and fittings. All internal water supply

should be in uPVC Sch-80 pipe and fittings as specified.

Testing

Once an installation is completed and cored as per above mentioned recommendations, the

system should be hydrostatically pressure tested at 150 psi(10 Bar) for one hour. During

pressure testing, the system should be fitted with water and if a leak is found, the joint should

be cut out and replacing the same with new one by using couplers. When making a transition

connection to metal threads, special Brass / plastic transition fitting (Male and female

adapters) should be used. Plastic threaded connections should not be over torque Hard tight

puts one half turn should be adequate. Threaded Sealants Teflon tape shall be used to make

threaded connections leak proof.

Hangers and supports

For Horizontal runs, support should be given at 3 feet ( 90 cm) intervals for diameters of one

inch and below and at 4 feet (1.2m) intervals for larger sizes. Hangers should not have rough

or sharp edges which come in contact with the tubing.

Cutting Chases in Masonry Walls

Cold water distribution pipes to fixtures and equipment exposed to view in the bathrooms,

kitchens, and sanitary compartments shall be chased into walls or floors or placed in wall



cavities. The Contractor shall be responsible for cutting all notches, chases, and recesses in

walls and floors and only a diamond cutter shall be used. The maximum size of conduit or

pipe permitted to be concealed in floor slabs shall be 32 mm diameter unless otherwise

approved by the Engineer-in-charge.

The chases up to 7.5 x 7.5 cm shall be made in the walls for housing GI pipes etc. These shall

be provided in correct positions as shown in the drawings or directed by the Engineer-in-

charge. Chases shall be made by chiseling out the masonry to proper line and depth. After the

pipes etc are fixed in chases, the chases shall be filled with cement mortar 1:2:4 or as may be

specified, and made flush with the masonry surface. The concrete surface shall be roughened

with wire brush to provide a key for plastering. Where pipes pass through beams or structural

walls, subject to the approval of the Structural Consulting Engineer, the Contractor shall

ensure that sizes and locations of openings required are formed in when the relevant beams or

walls are cast.

ASTM Schedule 80 pipes, fittings -

All pipes inside the buildings shall be uPVC ASTM schedule 40/80 pipes and outside the

building shall be ASTM schedule 80 heavy pressure pipes conforming to ASTM-D-1785.

Fittings shall be of approved make as per List of Approved Makes attached for ASTM

schedule 80 pipes. Each fitting shall have manufacturer's trade mark stamped on it. All

fittings and specials such as tees, elbows, couplers etc where connection with metal is to be

made shall be with uPVC brass threaded combination/transition specials such as male

threaded adaptor (MTA), female threaded adaptor (FTA), FT tee, FT elbow etc. Fittings for

ASTM pipes shall include couplings, tees, reducers, nipples, unions, bushes. Fittings shall

conform to ASTM-D-2467.Pipes and fittings shall be jointed with solvent cement

(recommended brand by manufacturer). Care shall be taken to remove burr from the end of

the pipe.

Valves :-

All valves (gate, globe, check, safety) shall be of gun metal suitable for the particular service

as specified. All valves shall be of the particular duty and design as specified. Valves shall

either be of screwed type or flanged type, as specified, with suitable flanges and non-

corrosive bolts and gaskets. Tail pieces as required shall be supplied along with valves. Gate,

globe and check valves shall conform to Indian Standard IS:776 and non-return valves and

swing check type reflux to IS:5312.

Sluice valves-



where specified shall be flanged sluice valves of cast iron body. The spindle, valve seat and

wedge nuts shall be gunmetal. They shall generally have non-rising spindle and shall be of

the particular duty and design as specified. The valves shall be supplied with suitable flanges,

non-corrosive bolts and asbestos fiber gaskets. Sluice valves shall conform to Indian standard

IS: 780 and IS: 2906.

Ball valves

Ball valves with floats to be fixed in storage tanks shall consist of cast brass lever arm having

copper balls (26 SWG) screwed to the arm integrally. The copper ball shall have bronze

welded seams. The closing/opening mechanism incorporating the piston and cylinder shall be

non-corrosive metal and include washers. The size and construction of ball valves and float

shall be suitable for desired working pressure operating the supply system. Where called for

brass valves shall be supplied with brass hexagonal back nuts to secure them to the tanks and

a socket to connect to supply pipe. Ball Valves (for branch lines < 50mm dia)

Valves up to 50 mm dia. shall be screwed type Ball Valves with stainless steel balls, spindle,

Teflon seating and gland packing tested to a hydraulic pressure of 20 kg / Sq.m. and

accompanying couplings and steel handles. (to BS 5351).

Globe valves -

Globe valves on Hot-water line shall be union bonnet with stem/disc and body seat ring of

SS. Suitable for temperature up to 80° C.

Valves 65mm dia and below shall be heavy gunmetal globe valves conforming to IS 778

Class 1. Valves shall be tested at manufacturer’s works and the same stamped on it.

Gunmetal Full way valves (on-Off duty)

Valves 65mm dia and below shall be heavy gunmetal full way valves or globe valves

conforming to IS 778 class 1. Valves shall be tested at manufacturer’s works and the same

stamped on it.

Butterfly Valves

(on pump delivery lines, branches and shut off locations)

Valves more than 50mm dia and above shall be cast iron butterfly valve to be used for

isolation. The valves shall be bubble tight, resilient seated suitable for flow in either

direction and seal in both direction with accompanying flanges and steel handle. Butterfly

valve shall be of best quality conforming to IS: 13095.

Each Butterfly Valve shall be provided with a pair of flanges screwed or welded to the main

line and having the required number of galvanised nuts, bolts and washers of correct length.

Non Return Valve ( Slim Type )



Where specified, non return valve (swing check type) shall be provided through which flow

can occur in one direction only. It shall be single door swing check type of best quality.

Each Slim Type Swing Check (NRV) Valve shall be provided with a pair of flanges screwed

or welded to the main line and having the required number of galvanised nuts, bolts and

washers of correct length.

S. No Type of Valve Size Construction Ends

a. Isolating Valve 15 mm to 50 mm

65 mm and above

Gun Metal

Gun Metal

Screwed

Flanged

b. Sluice Valve &

Butterfly

Valve

65 mm and above Cast Iron Flanged

c. G.M. non

return valve

15 mm to 50 mm

65 mm above

Gun Metal

Gun Metal

Screwed

Flanged

d. Flap Type –

Non return

valve

65 mm and above Cast Iron Flanged

All valves shall be suitable for the working pressure involved.

Pressure Reducing Valve Set -

Each pressure reducing valve set shall be complete with pressure reducing or pressure

regulating valve, isolating valves, pressure gauges on inlet and outlet, pressure relief valve on

outlet and filter on inlet. Each pressure reducing valve shall contain loading neoprene

diaphragm and a full floating, self aligning, ignition resistant seat and shall be of the single

stage, pressure reduction type with provision for manually adjusting the delivery pressure.

The valve shall fail safe to the low pressure. Valves shall be capable of operating at the

maintaining automatically the respective delivery pressure and flow rates as indicated and

shall not be liable to creep. Valves shall also be capable of maintaining the pre-set down

stream pressure under static condition. The filter on each inlet to a pressure reducing valve

shall be of replaceable porous sintered metal type.

Pressure Relief Valves

Each pressure relief valve shall be of the fully enclosed type and fitted with hand easing gear.



Each pressure relief valve in a pressure reducing station shall have a flow capacity equal to

that of the pressure reducing valve. Pressure relief valves in locations other than reducing

stations shall have flow capacities equal to that of the associated equipment.

Pressure Gauge

The pressure gauge shall be constructed of die cast aluminum and stove enameled. It shall be

weather proof with an IP 55 enclosure. It shall be a stainless steel Bourdon tube type pressure

gauge with a scale range from 0 to 16 Kg / cm square and shall be constructed as per IS:3524.

Each pressure gauge shall have a siphon tube connection. The shut off arrangement shall be

by Ball Valve. Calibration certificate shall be obtained and submitted for each pressure

gauge.

Water Fittings

Unless otherwise specified all Gunmetal fittings such as gate, globe, check & safety valves

shall be fitted in pipe line in workman like manner. Necessary unions shall be provided on

both ends of the valves for easy replacement. The joints between fittings and pipes shall be

leak-proof when tested to desired pressure rating. The defective fittings and joints shall be

replaced or redone. gnections to Various Mechanical Equipment Supplied by other agencies

All inlets, outlets, valves, piping and other incidental work connected with installation of

mechanical equipment supplied by other agencies all be carried out by the contractor in

accordance with the drawings, requirements for proper performance of equipment,

manufacturer’s instructions and the directions of the Engineer-in-charge. The equipments to

be supplied by the other agencies consist mainly for Kitchen, Back-of-the-House area and

other similar areas. The work of connections to the various equipments shall be effected

through proper unions and isolating valves. The work of effecting connections shall be

executed in consultation with and according to the requirement of equipment suppliers, under

the directions of the Engineer-in-charge. The various aspects of connection work shall be

executed in a similar way to the work of respective trade mentioned elsewhere in these

specifications.

Connections to RCC Water Tanks

The contractor shall provide all inlets, outlets, washouts, vents, ball cocks, overflows control

valves and all such other piping connections including level indicator to water storage tanks

as called for. All pipes crossing through RCC work shall have puddle flanges fabricated from

MS/GI pipes of required size and length and welded to 6/8 mm thick MS plate. All puddle

flanges must be fixed in true alignment and level to ensure further connection in proper order.



Full way gate valves of a approved make shall be provided as near the tank as practicable on

every outlet pipe from the storage tank except the overflow pipe. Overflow and vent pipes

shall terminate with mosquito proof grating.

The overflow pipe shall be so placed to allow the discharge of water being readily seen. The

overflow pipe shall be of size as indicated. A stop valve shall also be provided in the inlet

water connection to the tank. The outlet pipes shall be fixed approximately 75mm above the

bottom of the tank towards which the floor of the tank is sloping to enable the tank to be

emptied for cleaning.

The floor and the walls of the tank shall be tiled with glazed tiles upto the overflow level.

Alternatively food grade epoxy to be applied.

Tiling of Walls

The floor and the walls of the tanks shall be tiled with glazed tiles up to the overflow level.

Alternatively food grade epoxy to be applied to the floor and the walls of the tanks.

Measurements

The length above ground shall be measured in running meter correct to a cm for the finished

work, which shall include pipe and fittings such as coupling , bends, tees, elbows, reducers,

crosses, plugs, sockets, nipples and nuts, unions. Deductions for length of valves shall be

made. Rate quoted shall be inclusive of all fittings, clamps, cutting holes chased and making

good the same and all items mentioned in the specifications and Bill of Quantities.

All pipes below ground shall be measured per linear meters (to the nearest cm) and shall be

inclusive of all fittings e.g. coupling, tees, bends, elbows, unions, deduction for valves shall

be made rate quoted shall be inclusive of all fittings, excavation, back filling and disposal of

surplus earth, cutting holes and chase and making good all item mentioned in Bill of

Quantities.

Lawn Hydrants

Lawn hydrants shall be of 25mm size unless otherwise indicated. All hydrants shall be

provided with gate valves and threaded nipple to receive hose pipes. Lawn hydrant valves

shall be of approved make and design. Where called for lawn hydrants shall be located in

masonry chambers of appropriate size. Pipe protection (for water pipes buried in Trenches /

Ground / Earth)

All buried pipes shall be cleaned with zinc chromate primer and bitumen paint, wrapped with

three layers of fiber glass tissue, each layer laid in bitumen and placed on concrete blocks

with PUF saddles dipped in bitumen at every 2 meters. The pipes where laid under floor shall

be encased with 100 mm thick jamuna sand all around in addition to protective coating as



described above. Alternatively pypcoat / coatek insulation for protection of pipe would also

be acceptable as per final approval of project engineer / consultant.

All water supply pipes below ground shall be laid in trenches with a minimum cover of 60

cm. The width and depth of the trenches shall be as follows:-

Dia of pipe Width of trench Depth of trench

15 mm to 50 mm 30 cms 75 cms

65 mm to 100 mm 45 cms 100 cms

Thrust Blocks

In case of bigger pipes (80 mm dia and above), thrust blocks of cement concrete 1:2:4 (1

cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) shall be constructed

on all bends as directed by the Engineer-in-charge.

Masonry Chamber

i. All masonry chambers for stop cocks, sluice valves and meter etc. shall be built as per

supplied drawings.

ii. The excavation for chambers shall be done true to dimension and level indicated on plans

or as directed by the Engineer-in-charge.

iii. Concrete shall be of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 40 mm nominal size.

iv. Brick shall be of class designation 75 in cement mortar 1:5 (1 cement: 5 fine sand)

v. Inside Plastering not less than 12 mm thick shall be done in cement mortar 1:3 (1 cement :

3 fine sand) finished with a floating coat of neat cement.

Shifting of Excavated Surplus Material

Contractor shall make his own arrangement to shift the surplus excavated material within the

site limits as directed by Engineer-in-charge at free of cost within time limit.

Unions

Contractor shall provide adequate number of unions on all pipes to enable easy dismantling

later when required. Unions shall be provided near each gunmetal valve, stop cock, or check

valve and on straight runs at appropriate locations as required or as directed by the Project

manager.

Flanges



Flanged connections shall be provided on pipes as required or as shown on the drawings, all

equipment connections as necessary and required or as directed by the Project Manager.

Connections shall be made by the correct number and size of bolts and made with 3mm thick

insertion rubber washer.

Sand filling

GI pipes in trenches shall be protected with fine sand 15 cms all round before filling in the

trenches.

Painting

All pipes above ground shall be painted with one coat of red lead and two coats of synthetic

enamel paint of approved shade and quality. Pipes shall be painted to standard colour code

and arrows specified by Project Manager.

Pipe protection

GI waste pipes buried in chases or ground or sunken slab shall be protected with multi layer

bitumen membrane tape 3mm thick with a final coat of hot or cold applied bitumen.

“Pypkote” or equivalent.

Testing.

All pipes, fittings and valves, after fixing at site, shall be tested by hydrostatic pressure of 1.5

times the working pressure or 7 kg / sqcm whichever is more. Pressure shall be maintained

for a period of at least one hours without any drop.A test register shall be maintained and all

entries shall be signed and dated by Contractor(s) and Project Manager.

In addition to the sectional testing carried out during the construction, Contractor shall

test the entire installation after connections to the overhead tanks or pumping system or

mains. He shall rectify all leakages and shall replace all defective materials in the system.

Any damage done due to carelessness, open or burst pipes or failure of fittings, to the

building, furniture and fixtures shall be made good by the Contractor during the defects

liability period without any cost.

After commissioning of the water supply system, Contractor shall test each valve by

closing and opening it a number of times to observe if it is working efficiently. Valves

which do not effectively operate shall be replaced by new ones at no extra cost and the

same shall be tested as above.

Measurement

All pipes shall be measured per linear meter (to the nearest cm) and shall be inclusive of

All fittings e.g. Coupling, tees, bends, elbows, unions, flanges and u clamps with nuts, bolts

& washers fixed to wall or other standard supports. Jointing with Teflon tape, or other



approved method. Cutting holes, and chases in walls, floors, any pipe support required for

pipes below ground & making good the same. Pipe Supports MS Fabricated supports shall be

measured by weight, excluding weight of GI clamps. It shall be calculated on basis of the

quantity of structural MS used from the theoretical weight of the sections. Rate quoted for

supports & hangers shall be inclusive of :-

Expandable anchor fasteners.

Cutting holes in walls, ceilings on floors and making good where permitted.

Nuts, bolts and washers for fixing and assembling.

Wooden / PVC pipe saddles for vertical or horizontal runs.

Applying one coat of red oxide and 2 or more coats of enamel paint.

Valves

Gunmetal, cast iron, butterfly and non return valves and puddle flanges shall be measured by

numbers and shall include wheels / caps, GI nuts, bolts, washers and insertion gasket.

Painting / pipe protection

Painting / pipe protection shall be measured per linear metre over finished surface and shall

include all valves and fittings for which no deduction shall be made. No extra payment

shall be made for fittings, valves or flanges.

Pipe Puddle Flanges for GWT & OHT

Pipe Flanges shall conform to British Standards 10 (Specification for flanges and bolting for

pipes, valves and fittings). Following table gives specification of Pipe Flanges and Sleeves.



Sr. N

o

M S Sleeve M. S. Flange Bolting M.S. Puddle

Slee

ve

Nos

N

.B.

of

Pipe

Th

ickn

e

ss

of

Pipe

D

iam

ete

r Thic

kne

ss

Pcd

Dia

O

f

Bol

t N

o.

Of

Bol

t

Size

Thic

kne

ss

mm mm mm mm mm

1 S3 25

DIA

4.05

mm 120 10 90 15 4 50 x 50 6

2 S4 32

DIA

4.05

mm 135 10 100 15 4 100x100 6

3 S5 40

DIA

4.05

mm 140 15 125 15 4 100x100 6

4 S6 50

DIA

4.05

mm 165 15 105 15 4 150x150 6

5 S7 65

DIA

4.05

mm 185 15 150 15 8 150x150 6

6 S8 80

DIA

4.85

mm 200 15 165 15 8 200x200 6

7 S9 100

DIA

5.4

mm 225 20 200 15 8 200x200 6

8 S10 150

DIA

5.4

mm 300 25 260 20 12 300x300 6

9 S11 200

DIA

6.0

mm 370 25 325 20 12 350x350 6

10 S12 250

DIA

6.0

mm 435 32 380 25 12 400x400 6

11 S13 300

DIA

6.0

mm 500 32 450 25 16 400x400 6

12 S14 350

DIA

6.0

mm 550 40 500 25 16 500x500 6

Connections to RCC Water Tanks

The contractor shall provide all inlets, outlets, washouts, vents, ball cocks, overflows control

valves and all such other piping connections including level indicator to water storage tanks

as called for. All pipes crossing through RCC work shall have puddle flanges fabricated from



MS/GI pipes of required size and length and welded to 6/8 mm thick MS plate. All puddle

flanges must be fixed in true alignment and level to ensure further connection in proper order.

Full way gate valves of a approved make shall be provided as near the tank as practicable on

every outlet pipe from the storage tank except the overflow pipe. Overflow and vent pipes

shall terminate with mosquito proof grating.

The overflow pipe shall be so placed to allow the discharge of water being readily seen. The

overflow pipe shall be of size as indicated. A stop valve shall also be provided in the inlet

water connection to the tank. The outlet pipes shall be fixed approximately 75mm above the

bottom of the tank towards which the floor of the tank is sloping to enable the tank to be

emptied for cleaning.

The floor and the walls of the tank shall be tiled with glazed tiles up to the overflow level.

Alternatively food grade epoxy to be applied.

Tiling of Walls

The floor and the walls of the tanks shall be tiled with glazed tiles up to the overflow level.

Alternatively food grade epoxy to be applied to the floor and the walls of the tanks.

Drainage (Sewers & Storm Water Drains)

a. Sewerage line shall be laid at 1:60 grades for proper drainage Plinth height of the

building shall be taken accordingly.

b. Only UPVC/HDPE. Spun pipe shall be used with lead-wool/epoxy mortar joints up

to first inspection chamber.

First inspection chamber to septic tank, pipes shall be cement concrete NP. 2 – Class

pipe

c. All hidden joints shall be provided with flat strips.

d. No joints shall be permitted in wall, slab or columns.

e. Rat guards shall be provided on pipes.

f. Joints with floors/walls of fixtures shall be treated / chalked with epoxy mortar.

g. Acceptance testing smokes as per local authorities requirements.

h. Construction of sewer line as per drawing & design.

i. R.C.C. pipes of NP-II Class as per drawing & design & as directed by Client from

first inspection chamber to last disposal point as per municipal directives should be

provided for sewerage line. 1:2:4 P.C.C. incasing shall be provided wherever is

necessary & as directed.



j. Connection from Inspection chamber to existing manhole on the road or Municipal

Gutter line shall be provided.

k. Suitable number of chambers with pre-cast / Fiber reinforced Concrete / Fibre cover

shall be provided. As per drawing or as directed by Client.

l. Chambers shall be provided at every 10.0 meter interval and as per requirements of

change of diameter, direction, level and connections. As directed by engineer in charge

& as per execution drawings issued at the time of execution.

m. Acceptance Test: Smoke /hydraulic test as per B.I.S.

4.6.4 RAIN WATER PIPE:

a. Suitable nos. of pipes of minimum 110mm diameter of UPVC/CCI/CI shall be as per

Standards and as per detail drawing - design and as directed by engineer in charge.

b. No spout for discharging rainwater shall be allowed.

c. 50 mm UPVC pipe shall be provided for draining of water from each balcony.

d. Acceptance testing – Smoke test.

4.6.5 Channel for disposal of storm water in to public drains

A suitable open concrete channel, masonry gutter as per design, & norms shall be

provided to drain off water from buildings with design intensity of 8.9 cms/hr. storm

and run-off coefficient of 0.8.The storm water collected from the area shall be

discharged at the places of bore well / well as rainwater harvesting and as directed by

Client. Covers on drain shall be perforated and solid as applicable of pre-cast / Fiber

reinforced Concrete / Fiber cover shall be provided. As per drawing or as directed by

Client.

Scope of work

Work under this section shall consist of furnishing all labour, materials, equipment and

appliances necessary and required to completely install all the drainage system as required

by the drawings and specified hereinafter or given in the Schedule of Quantities. Without

restricting to the generality of the foregoing, the drainage system shall include:- Sewer lines

including excavations, pipe lines, manholes, drop connections and connections to the

existing sewer. Storm water drainage, excavation, pipe lines, manholes, catch basins,

and connections to the existing storm water drain.



General requirements

All materials shall be new of the best quality conforming to specifications and

subject to the approval of the Project Managers. Drainage Lines shall be laid to the

required gradients and profiles. All drainage work shall be done in accordance with the local

municipal bye-laws. Contractor shall obtain necessary approval and permission for the

drainage system from the municipal or any other competent authority. Location of all

manholes, etc. shall be confirmed by the Project Manager. As far as possible, no drains or

sewers shall be laid in the middle of the road unless otherwise specifically shown on

the drawings or directed by the Project Manager.

Excavation

Alignment and grade

The sewer pipes shall be laid to alignment and gradient shown on the drawings but

subject to such modifications as shall be ordered by the Project Manager. No deviations

from the lines, depths of cutting or gradients of sewers shown on the plans and sections

shall be permitted except by the express direction in writing of the Project Manager.

Opening out trenches

In excavating the trenches, etc. the solid road metal ling, pavement, kerbing, etc. and

turf is to be placed on one side and preserved for reinstatement when the trenches or other

excavation shall be filled up. Before any road metal is replaced, it shall be carefully

sifted. The surface of all trenches and holes shall be restored and maintained to the

satisfaction of the Project Manager.

The Contractor shall grub up and clear the surface over the trenches and other excavations of

all trees, stumps roots and all other encumbrances affecting execution of the work and shall

remove them from the site to the approval of the Project Manager.

Excavation to be taken to proper depths

The trenches shall be excavated to such a depth that the sewer shall rest on concrete as

described in the several clauses relating thereto and so that the inverts may be at the

levels given in the sections

Refilling

After the sewer or other work has been laid and proved to be water tight, the trench or

other excavations shall be refilled. Utmost care shall be taken in doing this, so that no

damage shall be caused to the sewer and other permanent work.



The filling in the haunches and upto 75 cms above the crown of the sewer shall be of

PCC 1:2:4. After this has been laid, the trench and other excavation shall be refilled carefully

in 15 cms layers with materials taken from the excavation, each layer being watered to assist

in the consolidation unless the Project Manager shall otherwise direct.

Disposal of surplus soil

The Contractor shall at his own costs and charges provide places for disposal of all

surplus materials not required to be used on the works. As each trench is refilled the surplus

soil shall be immediately removed, the surface properly restored and roadways and sides

left clear.

Recommended width of trenches at the bottom shall be as follows:-

100 – 150 mm dia pipe 55 cms

225 - 250 mm dia pipe 60 cms

300 mm dia pipe 75 cms

Maximum width of the bed concrete shall also be as above. No additional payment is

admissible for widths greater than specified.

The Project Managers shall have power by giving an order in writing to the Contractor to

increase the maximum width in respect of which payment will be allowed for excavation in

trenches for various classes of sewer, manholes, and other works in certain lengths to be

specifically laid down by him , where on account of bad ground or other unusual conditions,

he considers that such increased widths are necessary in view of the site conditions.

Gully Traps

Gully traps shall be of the same quality as described for stoneware pipes and used where

shown on drawings.

Gully traps shall be fixed in cement concrete 1:2:4 mix and a brick masonry chamber

30x30 cms inside in cement mortar 1:5 with 15x15 cms grating inside and 30x30 cms

RCC cover and frame to be constructed as per standard drawing. Where necessary, sealed

cover shall be replaced with C.I. grating of the same size, in case of inlet chambers.

Reinforced cement concrete pipes

All underground storm water drainage pipes and sewer lines shall be centrifugally spun S

& S RCC pipes of NP2 class. Pipes shall be true and straight with uniform bore,

throughout. Cracked, warped pipes shall not be used on the work. All pipes shall be

tested by the manufacturer and the Contractor shall produce, when directed, a certificate to

that effect from the manufacturer.



Laying

R.C.C. spun pipes shall be laid on cement concrete bed or cradles as specified. The cradles

may be precast and sufficiently cured to prevent cracks and breakage in handling. The

invert of the cradles shall be left 12 mm below the invert level of the pipe properly placed

on the soil to prevent any disturbance. The pipe shall then be placed on the bed concrete or

cradles and set for the line and gradient by means of sight rails and bonding rods etc. Cradles

or concrete bed may be omitted, if directed by the Project Manager.

Jointing

After setting out the pipes the socket shall be centered over the spigot and filled in

with tarred gaskin, so that sufficient space is left on either side of the collar to receive the

mortar. The space shall then be filled with cement mortar 1:2 (1 cement: 2 fine sand) and

caulked by means of proper tools. All joints shall be finished at an angle of 45 degrees to

the longitudinal axis of the pipe on both sides of the collars neatly.

Testing

All pipes shall be tested to a hydraulic test of 1.5 m head for at least 30 minutes at the

highest point in the section under test. The smoke test shall be carried out by the Contractor,

if directed by the Project Manager. A test register shall be maintained which shall be

signed and dated by Contractor,/ Project Manager.

Cement concrete and masonry works (for manholes and chambers etc.)

Materials

Materials used for the construction of concrete and masonry works shall be of the same

specifications as those specified for the civil works.

Cement concrete for pipe support

Wherever specified or shown on the drawings, all pipes shall be supported in bed all

round or haunches. The thickness and mix of the concrete shall be given in the Schedule of

Quantities. Width of the bedding shall be as specified above.

Unless otherwise directed by the Project Engineer, cement concrete for bed, all round or in

haunches shall be laid as follows :-

Cement Concrete (PCC 1:2:4) For Pipe Support



Up to

1.5m

depth

Up to 3 m depth beyond 3 m depth

Stoneware pipes in

open ground

(no sub soil water)

All round

in Haunches All round

R.C.C or SW

in sub soil water

All round

in Haunches in Haunches

CI Pipes

in all conditions

All round in Haunches in Haunches

RCC or CI pipes under

building

All round

All round

All round

Manholes and chambers

All manholes, chambers and other such works as specified shall be constructed in brick

masonry in cement mortar 1:5 (1 cement: 5 coarse sand) or as specified in the Schedule of

Quantities. All manholes and chambers , shall be provided with Bed of cement concrete 150

mm thick 1:2:4 concrete mix. Cement concrete benching with a slope towards the channel in

1:2:4 mix.

Inside cement plaster 12/15 mm thick in cement mortar 1:3 and finished with a floating coat

of neat cement. Outside cement plaster 12/15 mm thick in cement mortar 1:3 and finished

rough with a water proofing compound.PVC coated CI steps/catch rigs set in cement concrete

blocks for manholes deeper than 1m.RCC covers and frames embedded in reinforced cement

concrete slab.

Making Connections

Contractor shall connect the sewer line of the building to the main manhole by

providing making holes and channels etc.

Measurement.

Excavation

Measurement for excavation of pipe trenches shall be made per linear meter and include all

items required to complete the work including timbering and shoring, refilling, consolidation,

and disposal of surplus earth.



Payment for trenches more than 1.5m depth shall be made for extra depth as given in the

schedule of quantities.

Saturated Soil

No extra payment for pumping and bailing out water shall be made for excavation with an

average depth of 1.5 m in saturated soil, surface water from rain falls or broken pipes lines,

or sieves and other similar sources. An extra rate as quoted in the schedule of quantities

shall be paid for excavation in saturated soil for pipe trenches above average depth of 1.5

m. No payment is admissible for water collected from surface sources and broken pipe

lines or sewers.

RCC pipes-

R.C.C. pipes shall be measured for the finished length of the pipeline per linear meter

Lengths between manholes shall be recorded from inside of one manhole to inside of other

manhole. Length between gully trap and manhole shall be recorded between socket of pipe

near gully trap and inside of manhole. Rate shall include all items given in the schedule of

quantities and specifications.

Gully Traps

Gully traps shall be measured by the number and rate shall include all excavation,

foundation, concrete brick masonry, cement plaster inside and outside, C.I. grating and

sealed cover and frame.

Cement Concrete for Pipes

Cement concrete in bed and all round or in haunches shall be paid per running meter

between the outside wall of manholes at bottom of the trench. No additional

payment is admissible in respect of concreting done for widths greater than specified, for

shuttering or centering and concreting in sub soil water conditions.

Manholes and Catch basins

All manholes, catch basins and Making Connections shall be measured by numbers and shall

include all items specified above and necessary excavation, refilling & disposal of

surplus earth. Manholes with depths greater than specified under the main item shall be paid

for under "extra depth" and shall include all items as given for manholes. measurement shall



be done to the nearest cm. Depth of the manholes shall be measured from top of the

manhole cover to bottom of channel.

Making Connections

Item for making connection to municipal sewer shall be paid for by number and shall

include all items given in the Schedule of Quantities and specifications.

Pumping System -

Scope

This section of the contract involves the design, supply, installation, testing and

commissioning of the complete Hydro pneumatic pumping system and other pumping

systems complete with all controls and electrical work for domestic water supply & water

supply for flushing. All submersible water sump pumps for the project are also included in

this contract. It also involves testing and commissioning of the pumping system with the

domestic water and flushing water supply & distribution.

This specification described the particulars of the contract, designs and systems chosen, and

mode of operation.

All installation work shall comply with the latest rules and regulations.

The work embraced by these specifications covers the design, submission to authorities,

supply, delivery on site, installation, testing, commissioning and maintenance of the Hydro

pneumatic pumping system, other pumping system installation of the building in accordance

with this specification and associated drawings.

The scope of work shall include the following (list is indicative and not exhaustive) :

Fix speed pumping units domestic water & flushing water supply & distribution.

Suitably sized food grade quality, non-toxic diaphragm type pressure vessels complete with

necessary interconnections and controls.

Control panel for pump control complete with variable speed drives, circuit breakers, fusses,

pressure transmitters etc. complete with all interconnections to pumps and electrical supply

panels.

Pump control units complete with pre-programmed micro-processor chip.

Pump monitoring units to monitor operation of pumps.

Each Hydro pneumatic Pumping unit shall be supplied as a complete set including fix speed

pumps, pressure vessels suction and discharge common manifolds, non-return valves,

isolating valves, pressure transmitters on the discharge side and level electrode at the suction



tank. Each unit shall be provided with electronic microprocessors for unit control and all

necessary electrical work for the unit.

Submersible water re-circulation pump for water for plant room drainage complete with

electrical panels and necessary accessories with automation for pump operation.

All the pipe work etc. shown in the system drawings is meant for information only and shall

be carried out by others. The Hydro pneumatic system supplier shall provide the pumping

units in the designated pump rooms as complete units included all necessary piping within

plant such that only discharge connections are required to be connected into the unit’s

discharge manifolds just inside the plant room, by the Plumbing contractor. The Hydro

pneumatic system contractor shall guarantee specified pump performance at various pump

speeds and Hydro pneumatic pumps must be able to supply at least 2 bar pressure at the

highest/farthest fitting.

Electrical equipment and installation work including the PLC in Control panel.

Painting and labeling of pipe work and equipment;

Provision of all hold down bolts, spigots struts and the like required to be built in during

construction;

Provision of all level switches, flow switches and other sensing devices for status indication.

Testing & commissioning and balancing of the Hydro pneumatic & Pumping system;

Provision of twenty four (24) months operational maintenance and breakdown services;

Provisions of operating instructions and maintenance manuals;

Provision of spare parts;

Training of the employer's staff for proper operation of the entire systems;

Provisions of the necessary installation which include pumping works, pipe work within the

pumping unit up to suction and discharge manifolds, conduit and control wiring, etc. to form

a workable system required;

All cutting, patching, framing up, furring in, chasing and making good associated with the

building construction for the passage of pipes, conduits and the like including providing GI

pipes sleeves of required size corresponding to pipe dia, wherever pipes crossing fire rated

walls and floors and sealing with glass wool in between and fire sealant compound on either

end. Details on shop drawings shall also be provided.

General

Equipment offered for supply and installation shall include the following:



All minor items and incidental work, equipment accessories and materials may not be

specifically mentioned but are required for the proper completion of the installations in

accordance with the true intent and meaning of this Specification.

All necessary safety devices for the protection of personnel against injury and the protection

of plant and equipment against damage including relief valves, belt guards, fan inlet and/or

discharge guards, safety railing, effective earthing of electrical components, electrical

interlocks, warning lights and alarms.

Readily accessible, dust-proof lubricating facilities on all moving parts and equipment

including provision for cleaning all lubricating lines and bearings and charging same with the

correct lubricants after installation but prior to testing and commissioning.

Clearly visible and robust manufacturer's name-plates permanently fitted each and every item

of equipment and showing the manufacturer's name, type and/or model number, serial

number, and all essential operating data such as speed, capacity, voltage, current draw, etc.

The Contractor also shall allow provision for the inspection of all plant and equipment by the

manufacturer or his licensed representative, at least twice during the course of the

installation.

Submersible Domestic water Pumps.

These shall be fully submersible with a fully submersible motor. The pumps shall be

provided with an automatic level controller and all interconnecting power and control cabling

which shall cause the pumps to operate when the water level in the sump rises to a preset

level and stop when the preset low level is reached. Pumps for drainage shall be single stage,

single entry.

Pump shall be C.I. casing and C.I. two vane open type with a dynamically balanced impeller

connected to a common shaft of the motor. The vane for sewage pump will be open type,

while for drainage pump, etc. it will be of semi open type. The MOC of the sump shall be in

accordance to schedule of quantity. Stuffing box shall be provided with mechanical seals.

Each pump shall be provided with a suitably rated induction motor suitable for 415 volts, 3

phase, 50 Hz A.C. power supply.

Each pump shall be provided with in built liquid level controller for operating the pump

between predetermined levels.

The pumping set shall be for stationary application and shall be provided with pump

connector unit. The delivery pipe shall be joined to the pump through a rubber diaphragm,

and bend and guide pipe for easy installation.



Pump shall be provided with all accessories and devices necessary and required for the pump

to make it a complete working system.

Sump pump shall be complete with level controllers, power and control switch gear,

Auto/off/Manual switches, pumps priority selections and control and power cabling up to

motor and controller/probes etc. (Including earthling). Level control shall be such that one

pump starts on required level, 2nd pump cuts in at high level and alarms is given at extra high

level. All level controllers shall be provided with remote level indications.

Motor Design

The pump motor shall be a squirrel cage induction, housed in air filled water-tight enclosure.

Oil filled motors are not acceptable. The stator windings shall be Class "F" insulation (155

degree C or 311 degree F) for general usage and class `H' insulation (180 degree C or 317-8

grade 2) for submersible type. The stator shall be heat shrunk fitted into the enclosure and

shall not use bolts, pins or other fasteners that penetrate through the stator enclosure. The

starter shall be equipped with a thermal switch embedded in series in the coils of the stator

windings to protect the stator from wheel. The motors shall be designed for continuous

running duty type at 415 volts, 3 phase, 50 Hz power supply and capable of sustaining a

minimum of 20 starts/stops per hour. Between stator housing and pump, a tandem seal

arrangement will be provided with an oil barrier. Both seals run in oil, allowing dry running

without seal damage. Both seals shall be of the rubber bellows or metallic bellow type with

positive drive between shaft and rotating seal face.



Technical Specifications for Fire Fighting System-

1.0 HYDRANT SYSTEM DESCRIPTION

1.1 The Hydrant System Shall comprise of two electric driven Pump Set of 3200/2800

LPM at 185 M head, a electric driven pump 3200 LPM at 185m head for sprinklers,

a jockey pump for Sprinkler 320LPM at 185 m head, a jockey pump for hydrant

320 LPM at 185m head, with all required accessories including Valves, strainers,

elastomeric bellows, special fittings, instrumentation, control panels and any other

components required to complete the system in all respects. The pumps to be

powered by D.G set in event of power failure. Diesel pump will also be provided of

capacity 3250 LPM at 185M head.

1.2 There shall be a Wet Riser of 150mm dia in G.I. with Single headed Hydrant

Valves on all floors of each building. On the lower floors Orifice Plates shall be

provided which shall reduce pressure to 3.5 Kg/cm2. Each Hydrant shall have RRL

Hose, two number Branch Pipe of 15 m length and a swinging type Hose Reel

within the duct or supported on the adjoining walls.

1.3 The provision of water supply for the Hydrant and sprinkler System shall be

common by an underground tank of 4,00,000 litres

1.4 The Hydrant System shall be automatic in action and shall be designed to cover the

entire area and all the floors internally with independent piping system. For the

sprinkler system, a separate piping system shall be installed.

1.5 The Hydrant System shall be kept pressurized all the times. The proposed jockey

Pump shall take care of the leakages in the system, pipe lines and valve glands.

1.6 The pressure in the hydrant pipe work shall be kept constant at 7 kg/cm2. In the

event of fire when any of the hydrant valve in the network is opened, the resultant

fall in header pressure shall start the Hydrant Pump through pressure switches

automatically. In case of failure of electricity or failure of electric pump to start on

demand, the electrical pump shall automatically take over, powered by D. G.

However, shutting down of the pump set shall be manual. In addition to auto start

arrangements, the main pump shall also have an over-riding manual starting facility

by push button arrangement

1.7 An external Hydrant Ring Main of 150 mm dia shall also be provided which shall

be fed from the above mentioned pumps. Single headed Courtyard Hydrant Valves



2.0 SPRINKLER SYSTEM DESCRIPTION:

2.1 The automatic sprinkler system is a piped system having water under pressure all the

time with sprinkler heads fixed against the outlets at appropriate places. The

sprinkler heads are of fixed temperature type with a quartzoid bulb held in position

by forged gunmetal yoke and a deflector. The quartzoid bulb contain liquid having

high vapour pressure. Upon receiving heat, the vapour pressure inside the bulb

increase rapidly and at the rated temperature, the bulb shatters and thereby opens the

sprinkler head, permitting flow of water.

2.2 The sprinkler installation shall have a set of Installation Control Valve Comprising

of Main Stop Valve, Alarm Valve and water Motor Gong. The Stop Valve must be

right handed, i.e. to stop valve, spindle must rotate clockwise. The controlling wheel

must be clearly marked showing direction in which wheel is to be turned, to close,

and an indicator to show whether valve is open or shut, the location of stop valve is

to be easily visible and unobstructed.

2.3 The Alarm Valve must be of approved type and fixed on the main supply pipe

immediately above the stop valve, and before any connection is taken off to supply

any part of installation.

2.4 The Water Motor Gong must be fitted as near to the alarm valve as possible and

must not be located more than 6 Mt. above the valve. The water gong shall consist

of a water motor which rotates at high speed. The shaft carries an arm on which a

striker weight is provided and the weight strikes the gong on each revolution of the

motor and produces an audible alarm.

2.5 In addition, there will be one Annunciation Panel installed in the security room on

the ground floor. Connection from each zone to the panel shall be through Flow

Switches on the downward side of Floor Isolation Valve on each zone on the

distribution Header. The Annunciation Panel will indicate the particular zone where

a sprinkler has burst. The design of sprinkler Installation shall be in conformity with

Sprinkler Rules. Pressure reducing at lower floor shall be by suitable orifice flanges

of 12mm thick stainless steel so as to restrict the pressure between 3 to 5 Kg/cm2 at

any floor level where tapping has to be made from Main Riser. The position of

with Hose Cabinets shall be provided.

1.8 The hydrant risers shall be terminated with air release valve at the highest points to

release the trapped air in the pipe work and drain valves at the bottom.



orifice flange shall be immediately after tapping point and before the Isolating valve

/ Flow Switch. The annunciation panel shall be micro processor based, suitable for

thirty zones. All electrical wiring and cabling with junction boxes and

glands,endtermination etc to be provided from the flow switches in each zone to the

Annunciation Panel.

2.6 The parking areas in the stilt, podium floors and common lobby areas will be

sprinklered. The system shall be charged by a 150 mm Vertical Riser which is

connected to the Sprinkler Header in the Pump House. From the Header one 150

mm dia Riser shall be connected through which the Sprinkler lines of the different

zones are tapped. Drain valves to be provided in locations as shown on drawings.

3.0

FIRE PUMPS, MOTORS, ENGINE AND ACCESSORIES

3.1 Fire Pumps

The fire pump shall be horizontally mounted single stage centrifugal end suction

type and direct driven by electrical motor, as specified. The pump rating and

performance shall be as described in the drawings.

Pump casing shall be of close-grained cast iron with bronze impeller. The shaft

sleeve shall be brass of S.S 304 and the trim shall be brass or bronze and the shaft

shall be stainless steel.

Pump shall be capable of delivering 150 % of the rated capacity at 65 % of the rated

head and the no-delivery head shall not exceed 120 % of rated head. Pump casing

shall withstand 1.5 times the working pressure.

The pump shall be electrically driven with direct flexible coupling.

The electric drive motor shall be squirrel cage A.C. induction type suitable for

operations on 415 volts, 3 phase, 50 Hz system. The motor shall be totally enclosed

fan cooled type confirming to protection class IP – 55 vide IS 4601. The class of

insulation shall be ‘B’. The synchronous speed shall be 1500 / 3000 RPM as

specified. The motor shall be of continuous duty and shall have horse power rating

necessary to drive the pump at 150 percent of its rated discharge with at least 65

percent rated head. The motor shall conform to IS 325 – 1978. The motor starter

shall be automatic star Delta type confirming to IS 1822- 1967. The starter assembly

shall be suitable integrated in the power and control panel for the riser system and

sprinkler system



3.1.1 Accessories

The fire pump shall be complete with the following accessories

i. Suction and discharge eccentric reducers.

ii. Suction and discharging flexible

iii. Suction and discharge pressure gauges 150 dia with gauge cocks brass piping

for pressure damping.

iv. Pump coupling guard.

v. Common base frame fabricated M.S. or cast iron.

vi. Anti-vibration mounts.

vii. –Y- Strainers.

viii. Pressure switches Butterfly valves and non return valves

ix. Suction and delivery piping.

x. Elastomeric bellows.

3.2 Pump Foundation.

3.2.1 Each pumps shall be bolted and grouted to a reinforced concrete foundation of 1:1 1

/ 2:3 concrete ( 1 cement : 1 1 / 2 fine aggregate : 3 coarse aggregate) and cured for

7 days. Each concrete base shall include supports for pipe elbows at the suction and

/ or discharge. The pump foundation and supports shall be as per the pump

manufacturers recommendation.

3.2.2 Unless otherwise indicated, all equipment to be mounted on vibration isolator rubber

pads and shall have a minimum , operating clearance of 40 mm between the inertia

base of structural steel frame and the concrete house keeping pad. The clearance

space shall be checked by the contractor to insure that no construction debris has

been left to short-circuit or restrict the proper operation of the vibration isolation

system.

3.3 DIESEL PUMP

3.3.1 DIESEL ENGINE

The Engine shall be cold starting type without the necessity of preliminary heating

of the engine cylinders or combustion chamber. The engine shall be multi cylinder /

vertical, 4 stroke cycle, water cooled, diesel engine, developing suitable HP at the

operating speed specified to drive the diesel driven fire pump capable of delivering

2280 LPM at 85 m head. The engine shall be capable to continuous non-stop

operation for 8 hours. The engine shall conform to IS 1601 / IS 10002.



3.3.2 ENGINE ACCESSORIES

The engine shall be complete with the following accessories: -

i) Fly wheel dynamically balanced.

ii) Direct coupling for pump and coupling guard.

iii) Corrosion Resister.

iv) Air cleaner, oil bath type / Dry type.

v) Fuel service tank support and fuel oil filter with necessary pipe work.

vi) Elect Starting battery ( 2 x 24 v)

vii) Exhaust silencer with necessary pipe work.

viii) Governor.

ix) Instrument panel housing all the gauges, including Tachometer, hour meter and

starting switch with key. ( For Manual Staring)

x) Necessary safety controls.

a)COOLING SYSTEM :-

The diesel engine shall be water cooled, the water for cooling shall be taken from

discharge of fire pump (taken off prior to the pump discharge valve), directly into

the engine cylinder jackets via pressure reducing device to limit the applied pressure

to a safe value as specified by Engine Manufacture.

b)LUBRICATING OIL SYSTEM :-

Forced feed Lubricant Oil System shall be employed for positive lubrication.

Necessary Lubricant oil filter shall be provided located, suitable for convenient

servicing.

c)STARTING SYSTEM

The starting system shall comprise necessary batteries (1 x 24v), 24 volts starters

motor of adequate capacity and axle type gear to match with the toothed ring on the

fly wheel. By metallic relay protection to protect starting motor from excessively

long cranking runs suitably integrated with engine protection system shall be

included within the scope of the work. The capacity of the battery shall be suitable

for meeting the needs of the starting system. The battery capacity shall be adequate

for 10 consecutive starts without recharging with cold engine under full

compression. The scope shall cover all cabling, terminals, initial charging etc.

d)EXHAUST SYSTEM:-



The exhaust system shall be complete with hospital silencer and silencer piping

including bends and accessories. The total backpressure shall not exceed the engine

manufacturers recommendation. The exhaust piping shall be suitable lagged. The

exhaust piping shall run within the duct land terminate above roof level. The exhaust

pipe shall be insulated with `ROCKLLOYD` insulation and suitably cladded.

e)ENGINE SHUT DOWN MECHANISM :-

This shall be auto/ manually operated and shall return automatically to the starting

position after use.

f) GOVERNING SYSTEM :-

The engine shall be provided with an adjustable governor to control the engine

speed within 5% of its rated speed under all conditions of load upto full load. The

governor shall be set to maintain rated pump speed at maximum pump load.

g)ENGINE INSTRUMENT :-

Engine instrumentation shall include the following : -

1. Lubricant oil pressure gauges.

2. Lubricant oil temperature gauges.

3. Water pressure gauges.

4. Tachometer

5. Hour meter

6. Automatic start / stop device.

7. Selector switch for automatic, testing operation.

The instrumentation panel shall be suitably resident mounted on the engine.

h)ENGINE PROTECTION DEVICES :-

Following engine protection and automatic shut down facilities shall be provided :-

1) Pipe Work :– All pipe lines with fittings and accessories required shall be

provided for fuel oil, Lubricant oil and exhaust systems, copper piping of

adequate sizes, shall be used for Lubricant Oil and fuel oil. G.I piping will

be permitted for exhaust.

2) Anti Vibration Mounting :- Suitable vibration mounting duly approved by

engineer – in charge shall be employed for mounting the unit so as to

minimize transmission of vibration to the structure. The isolation efficiency

achievable shall be clearly indicated.

3) Battery charge :- Necessary float boost charger shall be incorporated In the



control section of the power and control panel, to keep the battery under

trim condition. Voltammeter to indicate the state of charge of the batteries

shall be provided.

4) Day Oil Tanks :- Day oil tanks shall be of 300 literes capacity and made out

of minimum 3 mm thick MS sheets, duly welded and painted as per

requirements. It should be attached with level indicator with signals

compatible to computer.

The day oil tank shall be equipped with an air breather, shielded level gauge,

strainer and a hand hole of not less than 150 mm diameter, besides the required fuel

connection and a drain plug. Primer coating with tow coats of highly corrosion

resistant primer shall be applied according to the seven tank process of painting. The

tank shall be power coated finally. The fuel tank shall be hydrostatically tested at a

pressure not less than 0.35 kg/ sq.cm.g. The fuel tank shall be equipped with fuel

piping and valves, Overflow pipes, vent & sludge trap, drain valve, inspection and

cleaning hole fill connection etc. The fuel tank shall have the calibration facility. An

adequate size spill tray shall have both vertical & horizontal reinforcement with

suitable size angle section.

i) AMF Panel :-

The automatic mains failure control panel shall be such that to start the Diesel Pump

automatically when there is failure of main supply / Emergency supply and other

main fire pumps. The panel will have suitable rated bus bars, internal wiring,

fuses, with suitable provision for connection incoming / outgoing / outcoming loads.

It will include the following accessories.

The automatic mains failure control panel shall be such that to start the Diesel pump

automatically when there is failure of main supply / Emergency supply and other

main fire pumps. The panel will have suitable rated bus bars, internal wiring, fuses,

with suitable provision for connections incoming / outgoing / outcoming loads. It

will include the following accessories.

One set main supply voltage monitor to identify low voltage complete failure and

initiate necessary signal for operation of automatic control gear.

1. No. mains supply failure timer.

1. No. restoration timer.

1. No. control unit incorporating engine start / stop and 3 impulse starting relay and



failure to start lock out.

Master switch for auto / manual. off.

1. No. counter to indicate the number of times the set started.

96 sq. mm flush mounted voltmeter with selector switch and fuses to read voltage on

mains / load set.

96 sq. mm flush mounted ammeter with selector switch.

Relay section will comprise a set of relays for followings :

Automatic starting of the diesel pump in event of mains voltage failing / main fire

pump fails subject to interlocking as specified below a present value.

In the event of failure of diesel pump to start on failure of mains supply/ main fire

pump subject to interlocking as specified on one attempt, two more starting impulse

will be automatically given and if still the engine does not start due to some defects

within 30 seconds of first starting impulse, it will get disconnected and locked out

automatically and necessary audio and visual signal given.

In the event of failure of diesel pump due to faulty starting, the main supply

contractor will get energized without any time delay on the restoration of the main

supply and interlocking shall be open to main fire pumps.

The circuitary will make use of minimum number of relays and control wiring will

be neatly provided with adequate size of copper conductor cable of suitable cross

section, voltage grading and tag numbered at either end.

Control relays both DC and AC monitor will be of sturdy construction.

One audio Alarm.

All control fuses will be so located as to be easily accessible for replacement.

Battery charger for charging batteries when set is not operating connected to the

load side so that it will get on energized from the mains.

Transformer of adequate rating

Rectifier.

D. C. Ammeter.

D. C. Voltmeter.

Charge rate selector switch for trickle or high charge.

A lamp indicating that battery is being charged.

In the manual operation the diesel pump will be started by the attendants by pressing

the start push button and stopped by pressing stop push button irrespective of the



conditions of the main supply. Thus with this arrangement it will be possible to

exercise routine test of the diesel generating set on the load without interrupting the

supply of essential circuit.

In the test mode of operation conditions similar to mains will be simulated by

operating the switch on the test position.

EXHAUST PIPE

Providing and fixing M.S class ‘C’ Diesel Engine exhaust pipe including all fittings

& support and fiber rope protection, length – 30 meters.

3.4. CONTROL PANELS

3.4.1 This section covers the basic requirement of the control panels

3.4.2 GENERAL

Unless otherwise specified in the tender specifications, the entire equipment shall be

suitable for operating on 415 volts, 50 cycles, earthed neutral, 3 phase, 4 wire A.C

system.

All components accessories, raw materials and finished parts used in the

manufacture and assembly of switch boards, powder and controls circuit wiring and

earthing system shall comply with the relevant Indian Standards amended upto date.

Where Indian Standard do not exist, British Standards specifications shall apply.

The entire work shall comply with I.E rules (particular care shall be taken to ensure

to compliance with rules 41, 45, and 61).

3.4.3 STANDARDS :-

The equipment and panel shall be as per CFO’s requirements. Should there be any

ambiguity or inconsistency, the Contractor should report the same to the Engineer –

In- Charge and obtain clarification before submitting his tender.

All equipment, cables etc. shall be adequately rated for the switch rating to suit the

climatic condition experienced in the vicinity of installation and other similar

installations.

3.4.4 PROCEDURE :

Throughout all stage of work the Contractor shall maintain a close liaison with the

Engineer – In - Charge and with all other Contractor associated with the work. He

shall also allow sufficient freedom and access to other Contractors to carryout their

work. Any damage caused due to negligence on part of the contractor to the



3.3.5 LABLES, CIRCUIT CHARTS AND INDEXING :

The control panel including circuit breakers, fuse / switches and isolators shall be

provided with labels suitably engraved with legible characters ( not less than 5 mm

high ) indicating the use of the equipments and its reference numbers.

The Contractor shall show details of labels on his working drawings which should

be submitted to the use of the Engineer-In-Charge for approval prior to the labels

being manufactured.

Labels inscribed with 6 mm minimum size lettering, red on a white background and

the words “ DANGER 415 VOLTS” in English and Hindi shall be provided and

fixed externally on terminal lids, covers and doors of bus-bar chambers, link boxes

and all equipment which is connected to more than one phase of a medium voltage

supply.

The control panels shall be fitted with circuit charts mounted to the inside cover.

These charts shall consist of a typed list giving the designation of each circuit and

the size of the breaker required, and shall be protected by a sheet of Perspex 2 mm

thick, labels shall also be attached to the barriers of breachers indicating the number

of each individual circuit shown on the list.

3.3.6 TYPE:

The control panels shall be floor / wall mounted, free standing, totally enclosed, dust

and vermin proof construction or alternatively of compartmentalized cubicle rigid

construction type as specified in the tender specifications. In either case , the panel

shall be vermin proof and suitable for operating and maintenance personnel.

The panel shall be totally enclosed 14 SWG CRCA sheets steel cubicle, indoor type,

dead front, floor mounted. The panel shall be vermin proof. The panel shall be as

per IP 54 enclosure. Gaskets shall be provided between all adjacent units and

beneath all covers to render the joint dust proof. The panel shall be subjected to

seven tank process and powder coated.

structure / works, shall be duly compensated by him.

The contractor shall submit the fabrication drawings of the Pump Panel indicating

all enclosures separately for all Pumps etc. for approval by the Engineer-In-Charge.

Drawings shall indicate cable inlets, outlets, chamber dimensions and front and side

elevations. This drawings shall take into account all fuses, contactor, switches &

meters etc.



The panel shall be arranged in multi-tier formation. All doors and covers shall be

hinged and latched and shall be folded and braced as necessary to provide a rigid

support for all components. Joints of any kind in sheet metal shall be seam welded.

All welding slag shall be ground smooth and welding pits wiped smooth with

Plumber metal.

All panels and covers shall be properly fitted and secured with the frame and holes

in the panels correctly positioned. Fixing screws shall enter into holes tapped into an

adequate thickness of metal or provided with nuts. Self threading screw shall not be

used in the construction of control panels. Base channel of 75 mm x 75 mm thick

shall be provided at the bottom. Minimum clear space of 200 mm between the floor

of the control panel and bottom most unit shall be provided. In other words the

bottom most unit shall be 275 mm clear off the finished floor level.

Knockout holes of appropriate size and number shall be provided in the control

panels, distribution boards etc. in conformity with the location of incoming and

outgoing conduits / cables. All equipments such as meters and indicating lamps etc.

shall be located adjacent to the unit with which it is associated and care shall be

taken to achieve a neat and symmetrical arrangement. Facility shall be provided for

termination of cables from both above and below the panel.

Where cables enter from below, cable boxes shall be fitted at the rear end arranged

in tiers to facilitate making connections to the upper and lower units. Clamps shall

be provided to support the weight of the cables. All power wiring inside the control

panel shall be colour coded.

Circuit diagram showing the arrangement of circuit shall be pasted on the inside of

panel door covered with transparent Perspex sheet 2 mm thick . All labeling shall be

provided in engraved anodized aluminium / bakelite strips on the front face of the

panel board. The total height of the panel shall be limited to 2400 mm including the

base channel. Doors and covers shall be of minimum 2 mm thick sheet steel .

Partitions / shrouds shall be of minimum 1.6 mm thickness. Primer coating with two

coats of highly corrosion resistant primer shall be applied according to the seven

tank process of painting. The panel shall be powder coated finally. The diagram

shall be approved by Engineer-In-Charge.



3.3.7.1 The Contactor rating is specified as 150 A, 70 A etc. This shall be suitable for the

rating of the Main Fire Pump and other Pump: Contractor shall co-ordinate and

supply the total panel suitable for the pumps offered by him.

3.3.7.2 Control wiring from pressure switches of different settings in Hydrant line,

Sprinkler line Jockey Pump, Booster Pumps, for sequence of operation shall be

included to complete the system.

3.3.7.3 Control code with ferrule marking shall also be made.

3.3.7.4 The wiring shall be PVC insulated and PVC armored sheathed aluminium conductor

copper cable of 650 / 100 volts grade conforming to IS 1553 ( 1964 ) as

required from Fire Pump Board to motor and cable of suitable size.

3.3.8 TESTING :

The panel shall be tested at manufacturer’s works and shall be got approved by

Engineer-In-Charge before dispatch to site. The panel shall be tested again at site as

directed by Engineer-In-Charge.

3.3.9 CABLES TRAYS :

All cables shall be laid in factory fabricated cable trays / Ladder type saddle

comprising of hot dipped Galvanized G.I angles / channels and rungs duly painted

with 2 coats of anti corrosive primer paint and 1 coat of enamel paint. The channels

and rungs shall be perforated and shall be of minimum 3 mm thickness. Sufficient

care shall be taken at the time of fabrication for derusting before painting. Mild steel

hangers shall be provided from structural steel rods with double nuts and washers at

one meter distance or welded to suspension plate provided in the building concrete

roof.

4.0 FIRE FIGHTING ACCESSORIES

4.1 Piping.

4.1.1 Pipes of the following types ( depending upon the description of item ) shall be

used:

4.1.2 G.I. heavy duty class ‘C’ pipes conforming to IS : 1239, ISI marked ( Heavy grade )

(for pipes of sizes 150 mm NB and below ) suitably treated on the out side to

prevent soil corrosion as per IS : 10221. Pipe shall have welded joints. All welding

shall be by Arc welding only and to be carried out by welder. All welders deployed



shall possess welders certificate. Proper documentary proof shall be produced as

proof and validation for qualifying as welders.

4.1.3 G.I pipes upto 50 mm dia shall have all fitting as per IS 1239, part II (heavy grade)

while pipes above 150 mm dia shall be as per IS: 3589 inclusive of IS marking.

4.1.4 For G.I pipes upto 50 mm dia screwed jointing shall be adopted, while for pipes

above 50 mm dia welded or flanged connections shall be used. Only Electro

galavanized nuts/ bolts shall be used.

4.1.5 Hangers and supports shall be capable of carrying the sum total of all concurrently

acting loads. They shall be designed to provide the required supporting effects and

allow pipelines movements as necessary. All guides, anchors, braces, dampers,

expansion joints and structural steel to be attached to the building / structure,

trenches etc. shall be provided by the Contractor. Hangers and components for all

piping shall be approved before fixing.

4.1.6 The piping system and components shall be capable of withstanding 150 per cent of

the maximum working pressure. Pipes shall be pressure tested to hydrostatic test

pressure of 14 kg /cm2. The pressure shall be maintained for a period of two hours

and there shall be no drop in pressure at the end of this period.

4.1.7 Flanged joints shall be used for connections to vessels, equipment, flanged, valves

and also suitable straight lengths of pipeline lengths of pipeline of strategic points to

facilitate erection and subsequent maintenance work.

4.2 Valves

4.2.1 Gate valves / Butterfly valves will be used for isolation of flow in pipe lines. For

sizes upto 40mm gate valves shall be used and they shall be of the outside screw

rising spindle type and shall be as per IS : 778. For sizes 50 mm and above butterfly

valve of pressure rating PN 16 shall be used.

4.2.2 Gate valve shall be provided with a hand wheel, position indicator, bypass valve,

draining arrangement of seat valve and locking facility (as required). Gate valves

shall have back setting bush to facilitate gland renewal during full open condition.

4.2.3 Non-return valves shall be cast iron wafer swing check type. An arrow mark in the

direction of flow shall be marked on the body of the valve. These valves shall

conform to IS : 5312. The flap shall be cast iron and flap seat ring of loaded gun

metal.



4.2.4 Valves below 50 mm size shall have to be screwed ends while those of 50 mm and

higher sizes shall have flanged connections. Drain lines will have valves for

draining.

4.3 Yard Hydrant

4.3.1 Yard Hydrant valve shall be as per IS : 5290 and IS marked. The valve shall be

oblique type complete with hand wheel, quick coupling connection, spring and gun

metal blank cap as per IS : 5290. The hydrant shall be tapped from the 150 / 100 dia

main with elbow and standpipe 80 mm dia at approx. 1-2 m above ground level.

4.4 Internal Landing Valve.

4.4.1 The Internal landing valve shall be single headed of gun metal conforming to IS:

5290. It shall be oblique type, complete with handwheel, quick coupling connection,

spring and gun metal blank cap.

4.5 Hose Reel

4.5.1. The hose reel shall be directly tapped from the riser through a 20 mm dia pipe, the

drum and the reel being firmly held against the wall by use of dash fasteners. The

Hose Reel shall be swinging type ( 180 degrees ) and the entire Drum, Reel etc.

shall be as per IS : 884. The rubber tubing shall be of approved quality and the

nozzle shall be 6mm dia shut off type.

4.6 External Hose Cabinet.

4.6.1 Hose for Fire Brigade used inlet shall be housed in a Hose Cabinet of Size 1.0 M x

0.5 M with glass and locking arrangement.

4.6.2 The cabinet shall be of minimum 16 SWG MS sheet and framing of MS tubular

sheet as per drawing with center opening glazed doors (clear glass of 5.5-mm

thickness). The glass shall be firmly fixed by means of steel clips and screw.

4.6.3 The steel work shall be given primer coating, two coats of highly corrosion resistant

primer, applied according to the seven tank process of painting. The cabinet shall be

powder coated finally. The words “ Yard Hydrant” “ Hydrant” etc. shall be painted

in white (or red on the glass) in 75 mm high letters. The hose box shall be lockable

type. All horizontal surfaces shall be sloped adequately with water discharge holes.

The final coat of paint shall have stove enameled finish.

4.6.4 A brick pedestal with brick wall complete with plaster shall also be constructed for

supporting the hose box if required as directed by Engineer-In-Charge.



4.7 Fire Brigade Inlet.

4.7.1 Fire Brigade Inlet connection shall be taken directly to the Riser. It shall comprise of

four instantaneous male inlet coupling with plug and steel chain. The inlet shall have

a non return valve and a sluice valve on the upto like riser. The Fire Brigade Inlet

shall be complete with necessary components like special fittings of medium quality

MS bends, flanged tees etc. The plug shall be brass.

4.7.2 Fire Brigade Inlet for Tank Filling by Fire Brigade shall be four way with gun metal

instantaneous male inlet coupling connections for connection with Fire Brigade

vehicle, complete with cap, chain and plug.

4.8 Pressure Gauge.

4.8.1 The Pressure Gauge shall be constructed of die cast aluminium and stove enamel. It

shall be weather proof with an IP 55 enclosure. It shall be stainless steel Bourdon

type Pressure Gauge glycerin filled, with a scale range from 0 to 16 Kg / CM square

and shall be constructed as per IS: 3624.

4.9 Painting.

4.9.1 All Hydrant and Sprinkler pipe shall be painted with post office red colour paint.

The pipes shall be painted with one coat of Zinc Chromate primer and two coats of

enamel paint.

5.0 SPRINKLER SYSTEM .

5.1 Pendent type Sprinkler Head.

5.1.1. Sprinkler heads shall be quartzoid bulb type with bulb, valve assembly yoke and the

deflector. The sprinkler shall of approved make and type with 15 mm nominal dia

outlets.

5.1.2 The bulb shall be made of corrosion free material strong enough to withstand any

water pressure likely to occur in the system. The bulb shall shatter when the

temperature of the surrounding air reaches to 68 degree C.

5.1.3 The nominal bore shall be 15 mm dia colour of liquid shall be Red.

5.1.4 The Sprinkler head shall be approved by TAC/FOC/UL/FM

5.5 Concealed type Sprinkler Head ( In Areas with false ceiling )

5.5.1 The exposed part of the sprinkler shall be concealed by means of cover plate

assembly which shall be mounted flush with the false ceiling. It shall be rated at 71

degree C and shall withstand pressures upto 10.5 Kg / cm2. The sprinkler Head shall

be provided with a matching escutcheon plate. The ceiling plate shall absorb heat



and transfer the heat to a fusible alloy which at the rated temperature shall melt and

expose the Sprinkler head to the heat below.

5.6 Flow Control Sprinkler ( If required )

Extended Throw Side wall Sprinkler Head : ( If required )

5.7 Upright type Sprinkler Head ( If required )

5.7.2 The Sprinkler head shall be approved by TAC/ FOC / UL / Fm. The nominal bore

shall be 15 mm dia and the colour of liquid shall be red.

6.0 Codes & Standards

The following codes and standards and their subsequent modification shall be

applicable.

6.1 IS 1648 - 1961 : - Code of practice for fire safety of buildings (general) firefighting

equipment and its maintenance.

6.2 IS 3844 - 1966 :- Code of practice for installation of internal Fire Hydrants in Multi-

storied Buildings.

6.3 IS : 554 Dimensions for pipes threads where pressure tight joints are required on the

threads.

6.4 IS : 638 Sheet rubber jointing and rubber insertion jointing.

6.5 IS : 778 Copper alloy gate , globe and check valves for water work purposes.

6.6 IS : 780 Sluice valves for water – works purposes ( 50 mm to 300 mm ).

6.7 IS : 901 Couplings double male and double female, instantaneous pattern for fire

fittings.

6.8 IS : 1239 Mild steel tubes, tubular and other wrought ( Part I & II ) steel fittings,

6.9 IS : 884 Swinging type wall mounted hose reel with drum.

6.10 IS : 388 Hose tubing.

6.11 IS : 4038 Foot valves for water – works purposes.

6.12 IS 5290 Landing valves.

6.13 IS : 10221 Anti-corrosion treatments for underground MS pipes.

6.14 IS : 5312 Swing check type reflux ( non- return ) valves.

6.15 IS : 636 – 1988 Fire Fighting Delivery hose.

6.16 IS : 903 - 1984 : Specification for Fire Hose, Delivery Coupling, Branch pipe,

Nozzles.

6.17 IS : 12469 : Pumps



6.18 Rules for Automatic sprinkler installation & Tariff advisory Committee.

6.19 Standards as accepted by Local Fire Brigade.

6.20 Tariff advisory committees rules.

LIST OF APPROVED MAKES OR BRANDS

Unless othe as mentioned any one of the approved makes or brands shall be allowed

to be used. Other specified ISI mark may be allowed to be used if approved by the Architect /

Consultants.

The contractors shall distinctly understand that it will not be their prerogative to insist on a

particular brand from the list. Final selection will be done with the approval of the clients and

Architects.

Contractors shall specify for what brand they have quoted in case there is a large variation in

the rates of different approved brands.

LIST OF ACCEPTED BRANDS & MAKES - FIRE FIGHTING

1. Pipe TATA / Zenith/ Jindal

2. Pipe fittings (50 mm dia and

below)

‘R’ Brand / Unik

3. Pipe wrapping IWL Tape

4. Ball Valve Giacomini / RB

5. Single / Double headed Hydrant

Valves, three way Fire Brigade

inlet, hose reel drum & shut off

Nozzle

NEWAGE / Shah Bhogilal(ISI) /

Minimax

6. 20 mm dia rubber pipe for hose

reel

DUNLOP / Jyoti ( ISI ) / Bharat ( ISI ).

7. RRL Canvass Hose Fire Chef / Fire Marshall

8. Air release gun metal valve Giacomini / RB

9. Starters, switches T.P.N switch Siemens / L& T / GE Power Control

10. Sluice valves Kirloskar / IVC / ISI approved

11. Pressure switch Indfoss / Danfoss / System Sensor

12. Pressure Gauges Fiebig / H. Guru / Venus



13. Enamel Panting of pipes etc. Asian (ADCOLITE ONLY ) / Goodlas

Nerolac / ICI

14. Paint Primer Asian / Jenson Nicholson.

15. Dash Fasteners Hilti / Anchorman / Fisher

16. Installation control valve HD / Tyco

17. Sprinkler Heads Tyco / Viking / Eversafe

18. Flow Switch System Sensor / Switzer / HD

19. Butterfly Valve ( In situ moulded) AUDCO / Intervalve

20. Non Return Valve ZIP / BBVI / Advance

21. Pumps KIRLOSKAR / KSB

22. Electrical Panels

23. Push Button SIEMENS / L&T / GE Power

24. Indicating lamps SIEMENS /L&T / TEKNIK

25. Contactors , O/L relay SIEMENS/ L&T / GE Power

26. Voltmeter / Ammeter AE

27 Overload Relay Telemechanics

28 Single Phase Preventor L & T/ Minilec

29 M C C B SIEMENS/ L&T / GE Power

30 CABLES C C I / I C C

31 CABLE GLAND COMET

32 CABLE SOCKET DOWELLS

33. WELDING RODS ADVANI OERLIKON

34. Fire Extinguishers (ISI) Minimax / Safex

35.

Strainer Leader / Audco



Item No. of Schedule-B

Specifiction Code

Technical Specification

1WG-

MA/CON/PT Para no. 1.1.2

Material :- PVC Trunking (casing capping): PVC Trunking (casing capping) ISI mark, 1.2 mm thick,minimum 20 mm width and above depending on No. of wires to be drawn (Refer Table No 1/3 for the sizeof trunking and number of wires to be drawn); with double locking arrangement, 1.8mm thick push-fitjoints/ accessories for PVC trunking such as couplers, elbows, internal / external angles, junction boxes ofrequired ways of the same make. Hardware: Sheet Metal (SM) screws of sizes specified in Method ofConstruction, washers, rawl / PVC / fill type plugs, wooden gutties, etc.Construction :- Erection of PVC Trunking for surface type wiring: Erection shall be done as per the finalapproved layout. The Trunking shall be in perfect level and plumb. Screws of minimum 35x8 mm andsuitable plugs shall be used for fixing. In case of stonewalls wooden gutties shall be grouted in wall forfixing of screws of Trunking. Distance between 2 screws shall not be more than 600 mm. Size of Trunkingshall be correct depending on number of wires to be drawn as per Table No 1/3 but not less than 20mm.Separate Trunking shall be used for each phase in single phase distribution and for power and lightdistribution and also for wiring of other utilities like data, telephone, TV cabling and distance of 300 mmshall be maintained between the Trunking or anti electrostatic partition to be provided. Double lockingshall be checked while fixing capping. Adequate use of accessories shall be made at joints and atrequired locations.

2WG-


Material :- PVC Trunking (casing capping): PVC Trunking (casing capping) ISI mark, 1.2 mm thick,minimum 20 mm width and above depending on No. of wires to be drawn (Refer Table No 1/3 for the sizeof trunking and number of wires to be drawn); with double locking arrangement, 1.8mm thick push-fitjoints/ accessories for PVC trunking such as couplers, elbows, internal / external angles, junction boxes ofrequired ways of the same make. Hardware: Sheet Metal (SM) screws of sizes specified in Method ofConstruction, washers, rawl / PVC / fill type plugs, wooden gutties, etc.Construction :- Erection of PVC Trunking for surface type wiring: Erection shall be done as per the finalapproved layout. The Trunking shall be in perfect level and plumb. Screws of minimum 35x8 mm andsuitable plugs shall be used for fixing. In case of stonewalls wooden gutties shall be grouted in wall forfixing of screws of Trunking. Distance between 2 screws shall not be more than 600 mm. Size of Trunkingshall be correct depending on number of wires to be drawn as per Table No 1/3 but not less than 20mm.Separate Trunking shall be used for each phase in single phase distribution and for power and lightdistribution and also for wiring of other utilities like data, telephone, TV cabling and distance of 300 mmshall be maintained between the Trunking or anti electrostatic partition to be provided. Double lockingshall be checked while fixing capping. Adequate use of accessories shall be made at joints and atrequired locations.


Detailed Technical Specifications

Sub Estimate No VI and II - Internal Electrification works Sector 12 OF PCNTDA




Specifiction Code


3WG-

MA/CON/PC Para no. 1.1.1

Material :- PVC Conduit: PVC pipe minimum 20mm dia and above depending on No. ofwires to be drawn (refer Table No. 1/2) ISI mark, HMS grade (2mm thick), accessories forPVC pipes of the same make that of pipe; such as Spacers & Saddles, Couplers, Bends,inspection or non inspection type Elbows, Tees, Junction boxes of required ways and resin /adhesive to make all joints rigid. Black pipe shall not be used for surface type wiring.Hardware: Sheet Metal (SM) screws of sizes specified in Method of Construction, washers,rawl / PVC / fill type plugs, wooden gutties, etc.Construction :- Erection PVC Conduits for Surface type wiring: General: Erection shall bedone as per the final approved layout, in perfect level and plumb. Conduits shall be firmlyfixed on spacers with saddles. Fixing of spacers shall be equidistant and at ends, bends,elbows, junction boxes, couplings, boards. CSK screws of minimum 35x8 mm and suitableplugs shall be used for fixing spacers and 12x5 mm, round headed screws for fixing saddleson spacers. In case of stonewalls wooden gutties shall be grouted in wall for fixing ofspacers. Distance between 2 spacers shall not be more than 600mm. Size of conduit shallbe correct depending on number of wires to be drawn (as per Table No. 1/2 for PVCconduits). Separate pipe shall be used for each phase in 1-ph distribution and for powerand light distribution. Also for wiring for other utilities like data, telephone, TV cablingdistance between pipes shall not be less than 300 mm. or ant electrostaticpartition/separate pipe should be used. Adequate use of conduit accessories shall be madeat required locations. Entries in wall shall be at level of surface and with colour codingconduit (For visual identification) as per Table No. 1/4. Flexible conduits shall be used atexpansion joints. Especially for PVC Conduits of surface type wiring: In addition to generalinstructions above, all joints shall be made rigid with resin / adhesive. Wherever offsets arenecessary, it shall be done with bending spring. Size of conduit shall be as per Table No. 1/ 2 for number of wires to be drawn through the conduit.

5 WG-MA/BW Para no. 1.3

Material :- Wires: in conduits / trunking / panel boards Mains / Sub-mains / Circuit mains (comprising phase and neutral wires): PVC insulated wire of specified size, minimum FR grade insulation, copper conductor of electrolytic tough pitch (ETP) grade, having insulation of 1.1 kV grade, ISI marked, of required colour coding as per Table No 1/5. Wires: open PVC insulated and PVC sheathed wire of specified size, minimum FR grade insulation, copper conductor of electrolytic tough pitch (ETP) grade, having insulation of 1.1 kV grade, ISI marked, of required colour coding as per Table No 1/5. Earth Continuity Wire: PVC insulated wire minimum FR grade insulation copper conductor of electrolyticgrade, having insulation of 1.1 kV grade, of green / green yellow colour, ISI marked, of specified size but not less than 2.5 Sqmm as per Table No 1/5. Lugs: Copper lugs of appropriate size & type Other material: Rubber grommet, bush, harnessing material, flexible conduit etc.Construction :- Drawing of wires: General Specified wires shall be drawn with adequate care. Correct colour coding asper Table No. 1/5, shall be used for phase, neutral and earth. Wires shall not have intermediate joint in between terminals of the accessories. Earth-wire and Return wire (neutral) may be looped only within circuit. For lighting load or single-phase distribution wires of two different phases shall not be drawn in single pipe. Wires shall be terminated in the terminals of accessories only, with appropriate type and size of lugs. Drawing of wires: through PVC conduits Bush shall be used at pipe opening to protect wire insulation from getting damaged due to sharp edges. Number of wires shall notexceed with respect to size of pipe as per Table No. 1/2. Drawing of wires: through Rigid Steel conduits Bush shall be used at pipe opening to protect wire insulation from getting damaged due to burrs / sharp edges. Number of wires shall not exceed with respect to size of pipe as per Table No. 1/1. Open Wire bunch: Open wires shall be erected with due care so as to avoid chances of any mechanical injury. Harnessing shall be done with requiredmaterial in an approved manner in panel boards or where ever necessary. For covering lead wires flexible conduit shall be used withgland as per necessity.Testing :- Insulation resistance test: All wiring shall be tested with 500V Meggar betweenphases, phase – neutral and to Earth. IR value shall not be less than 1M-ohm. Earthcontinuity: Earth continuity shall be ensured between termination points of Earth wire.Polarity Test: Test shall be carried out for ensuring the correct polarity in switch and plug.




Specifiction Code



Material :- Wires: in conduits / trunking / panel boards Mains / Sub-mains / Circuit mains(comprising phase and neutral wires): PVC insulated wire of specified size, minimum FRgrade insulation, copper conductor of electrolytic tough pitch (ETP) grade, having insulationof 1.1 kV grade, ISI marked, of required colour coding as per Table No 1/5. Wires: openPVC insulated and PVC sheathed wire of specified size, minimum FR grade insulation,copper conductor of electrolytic tough pitch (ETP) grade, having insulation of 1.1 kV grade,ISI marked, of required colour coding as per Table No 1/5. Earth Continuity Wire: PVCinsulated wire minimum FR grade insulation copper conductor of electrolytic grade, havinginsulation of 1.1 kV grade, of green / green yellow colour, ISI marked, of specified size butnot less than 2.5 Sqmm as per Table No 1/5. Lugs: Copper lugs of appropriate size & typeOther material: Rubber grommet, bush, harnessing material, flexible conduit etc.Construction :- Drawing of wires: General Specified wires shall be drawn with adequatecare. Correct colour coding as per Table No. 1/5, shall be used for phase, neutral andearth. Wires shall not have intermediate joint in between terminals of the accessories.Earth-wire and Return wire (neutral) may be looped only within circuit. For lighting load orsingle-phase distribution wires of two different phases shall not be drawn in single pipe.Wires shall be terminated in the terminals of accessories only, with appropriate type andsize of lugs. Drawing of wires: through PVC conduits Bush shall be used at pipe opening toprotect wire insulation from getting damaged due to sharp edges. Number of wires shall notexceed with respect to size of pipe as per Table No. 1/2. Drawing of wires: through RigidSteel conduits Bush shall be used at pipe opening to protect wire insulation from gettingdamaged due to burrs / sharp edges. Number of wires shall not exceed with respect to sizeof pipe as per Table No. 1/1. Open Wire bunch: Open wires shall be erected with due careso as to avoid chances of any mechanical injury. Harnessing shall be done with requiredmaterial in an approved manner in panel boards or where ever necessary. For covering leadwires flexible conduit shall be used with gland as per necessity.Testing :- Insulation resistance test: All wiring shall be tested with 500V Meggar betweenphases, phase – neutral and to Earth. IR value shall not be less than 1M-ohm. Earthcontinuity: Earth continuity shall be ensured between termination points of Earth wire






Specifiction Code


23 WG-PW/SW/PLP

Material :- Wires: Phase and Neutral PVC insulated wires of specified size, 1.1 kV, &minimum FR grade insulation, electrolytic tough pitch (ETP) copper conductor, ISI marked,of required colour coding as per Table No 1/5 Earth Wire: PVC insulated minimum FRgrade copper wires of electrolytic grade, having insulation of 1.1 kV grade, of green /green-yellow colour, ISI marked, 2.5 Sqmm or bare copper wire of 14g Accessories:Switch: 1 or 2 way Piano type 6/10 A, 1 or 2 way Modular type switch 6/10A. Outlet: 6Aangle / batten lamp holder or 3 plate ceiling-rose or Bakelite / porcelain three wayconnector or if plug point, 6A, 3-pin plug socket. Boards: Switchboards shall be doublewalled (back and front) of suitable size, to accommodate independent slot for each switch,socket, fan regulator. Boards shall be made up of 4mm thick marine grade plywood for backand front fixed on wooden frame with 0.8mm thick laminate pasted on exposed portion offront ply, totally varnished and with either brass hinged door or screwed top. Or As abovewith 3mm thick Bakelite/Hylam top instead of laminated front ply. Or Board made from Filledpolypropylene. Round/Square double wooden block or PVC board for mounting light / fanoutlet accessory. Hardware: Sheet Metal (SM) screws of sizes specified in Method ofConstruction, washers, rawl / PVC / fill type plugs, wooden gutties, PVC/ rubber bushingsetc.Construction :- Fixing Switchboards and accessories: Control switchboards shall generallybe erected at 1.35m height or as specified and fixed with minimum 2 Nos. (and more as persize of board) of screws of length not less than 50mm, termination of wires shall be donewith lugs on switch and other accessories only by carefully inserting all strands in lugs,terminals and proper tightening. Switches shall be provided on phase wire only. Bare wireshall not be used for looping incoming supply to switches and for earthing insideswitchboards. For plug socket phase wire shall be connected in right side terminal whenseen from front. Proper termination of earth wire in Earth terminal shall be ensured.Testing :- Insulation resistance test: All wiring shall be tested with 500V Meggar betweenphases, phase – neutral and to Earth. IR value shall not be less than 1M-ohm. Earthcontinuity: Earth continuity shall be ensured at all earth terminals of plug outlets and at earthterminals of metal enclosures. Polarity test: Polarity test shall be carried out for ensuingth t l it i it h d l

24 WG-PW/SW/PT

Material :- PVC Trunking: PVC Trunking (casing capping) ISI mark, 1.2 mm thick, minimum20 mm width and above depending on No. of wires to be drawn (Refer Table No 1/2 for thesize of trunking and number of wires to be drawn); with double locking arrangement, 1.8mm thick push-fit joints / accessories for PVC trunking such as couplers, elbows, internal /external angles, junction boxes of required ways of the same make. Wires: Phase andNeutral PVC insulated wires of specified size, 1.1 kV, & minimum FR grade insulation,electrolytic tough pitch (ETP) copper conductor, ISI marked, of required colour coding asper Table No 1/5 Earth Wire: PVC insulated minimum FR grade copper wires of electrolyticgrade, having insulation of 1.1 kV grade, of green / green-yellow colour, ISI marked, 2.5Sqmm or bare copper wire of 14g Accessories: Switch: 1 or 2 way Piano type 6/10 A, 1 or2 way Modular type switch 6/10A. Outlet: 6A angle / batten lamp holder or 3 plateceiling-rose or Bakelite / porcelain three way connector or if plug point, 6A, 3-pin plugsocket. Boards: Switchboards shall be double walled (back and front) of suitable size, toaccommodate independent slot for each switch, socket, fan regulator. Boards shall bemade up of 4mm thick marine grade plywood for back and front fixed on wooden frame with0.8mm thick laminate pasted on exposed portion of front ply, totally varnished and witheither brass hinged door or screwed top. Or As above with 3mm thick Bakelite/Hylam topinstead of laminated front ply. Or Board made from Filled polypropylene. Round/Squaredouble wooden block or PVC board for mounting light / fan outlet accessory. Hardware:Sheet Metal (SM) screws of sizes specified in Method of Construction, washers, rawl / PVC/ fill type plugs, wooden gutties, PVC/ rubber bushings etc.Construction :- Erection of PVC Trunking for surface type wiring: Erection shall be done asper the final approved layout. The Trunking shall be in perfect level and plumb. Screws ofminimum 35x8 mm and suitable plugs shall be used for fixing. In case of unleveled surfacenumber and size of screws shall be changed to higher size as per requirement and in caseof stonewalls wooden gutties shall be grouted in wall for fixing of screws of Trunking.




Specifiction Code


Distance between 2 screws shall not be more than 600 mm. Size of Trunking shall becorrect depending on number of wires to be drawn as per Table No 1/3 but not less than20mm. Separate Trunking shall be used for each phase in 1-ph distribution and for powerand light distribution and also for wiring of other utilities like data, telephone, TV cabling anddistance of 300 mm shall be maintained between the Trunking. Double locking shall bechecked while fixing capping. Adequate use of accessories shall be made at joints andrequired locations. Drawing of wires: General Wires shall be drawn with adequate care.Correct colour coding as per Table No 1/5 shall be used for phase, neutral and earth. Wiresshall not have intermediate joint in between terminals of the accessories. Earth-wire andReturn wire (neutral) may be looped within circuit. For lighting load distribution wires of twodifferent phases shall not be drawn in single pipe. Wires shall be terminated in the terminalsof accessories only. Insulated Earth wire of green or green-yellow colour of minimum 2.5 sqmm or as per specified shall be erected wherever necessary. In case of 2-way point wiringadditional wires of phase conductor shall be provided between the 2-way switches. Erectingwires in Trunking: Wires shall be erected within Trunking with adequate care. Number ofwires shall not exceed with respect to size of Trunking as per Table No. 1/3. After erectionof wires double locking shall be checked while fixing capping. Fixing Switchboards andaccessories: Control switchboards shall generally be erected at 1.35m height or asspecified and fixed with minimum 2 Nos. (and more as per size of board) of screws oflength not less than 50mm, termination of wires shall be done with lugs on switch and otheraccessories only by carefully inserting all strands in lugs, terminals and proper tightening.Switches shall be provided on phase wire only. Bare wire shall not be used for loopingincoming supply to switches and for earthing inside switchboards. For plug socket phasewire shall be connected in right side terminal when seen from front. Proper termination ofearth wire in Earth terminal shall be ensured.Testing :- Insulation resistance test: All wiring shall be tested with 500V Meggar betweenphases, phase – neutral and to Earth. IR value shall not be less than 1M-ohm. Earthcontinuity: Earth continuity shall be ensured at all earth terminals of plug outlets and at earthterminals of metal enclosures Polarity test: Polarity test shall be carried out for ensuing

25 WG-PW/SW/PT

Material :- PVC Trunking: PVC Trunking (casing capping) ISI mark, 1.2 mm thick, minimum20 mm width and above depending on No. of wires to be drawn (Refer Table No 1/2 for thesize of trunking and number of wires to be drawn); with double locking arrangement, 1.8mm thick push-fit joints / accessories for PVC trunking such as couplers, elbows, internal /external angles, junction boxes of required ways of the same make. Wires: Phase andNeutral PVC insulated wires of specified size, 1.1 kV, & minimum FR grade insulation,electrolytic tough pitch (ETP) copper conductor, ISI marked, of required colour coding asper Table No 1/5 Earth Wire: PVC insulated minimum FR grade copper wires of electrolyticgrade, having insulation of 1.1 kV grade, of green / green-yellow colour, ISI marked, 2.5Sqmm or bare copper wire of 14g Accessories: Switch: 1 or 2 way Piano type 6/10 A, 1 or2 way Modular type switch 6/10A. Outlet: 6A angle / batten lamp holder or 3 plateceiling-rose or Bakelite / porcelain three way connector or if plug point, 6A, 3-pin plugsocket. Boards: Switchboards shall be double walled (back and front) of suitable size, toaccommodate independent slot for each switch, socket, fan regulator. Boards shall bemade up of 4mm thick marine grade plywood for back and front fixed on wooden frame with0.8mm thick laminate pasted on exposed portion of front ply, totally varnished and witheither brass hinged door or screwed top. Or As above with 3mm thick Bakelite/Hylam topinstead of laminated front ply. Or Board made from Filled polypropylene. Round/Squaredouble wooden block or PVC board for mounting light / fan outlet accessory. Hardware:Sheet Metal (SM) screws of sizes specified in Method of Construction, washers, rawl / PVC/ fill type plugs, wooden gutties, PVC/ rubber bushings etc.Construction :- Erection of PVC Trunking for surface type wiring: Erection shall be done asper the final approved layout. The Trunking shall be in perfect level and plumb. Screws ofminimum 35x8 mm and suitable plugs shall be used for fixing. In case of unleveled surfacenumber and size of screws shall be changed to higher size as per requirement and in caseof stonewalls wooden gutties shall be grouted in wall for fixing of screws of Trunking.Distance between 2 screws shall not be more than 600 mm.




Specifiction Code


Size of Trunking shall be correct depending on number of wires to be drawn as per Table No 1/3 but not less than 20mm. Separate Trunking shall be used for each phase in 1-ph distribution and for power and light distribution and also for wiring of other utilities like data, telephone, TV cabling and distance of 300 mm shall be maintained between the Trunking. Double locking shall be checked while fixing capping. Adequate use of accessories shall be made at joints and required locations. Drawing of wires: General Wires shall be drawn with adequate care. Correct colour coding as per Table No 1/5 shall be used for phase, neutral and earth. Wires shall not have intermediate joint in between terminals of the accessories. Earth-wire and Return wire (neutral) may be looped within circuit. For lighting load distribution wires of two different phases shall not be drawn in single pipe. Wires shall be terminated in the terminals of accessories only. Insulated Earth wire of green or green-yellow colour of minimum 2.5 sq mm or as per specified shall be erected wherever necessary. In case of 2-way point wiring additional wires of phase conductor shall be provided between the 2-way switches. Erecting wires in Trunking: Wires shall be erected within Trunking with adequate care. Number of wires shall not exceed with respect to size of Trunking as per Table No. 1/3. After erection of wires double locking shall be checked while fixing capping. Fixing Switchboards and accessories: Control switchboards shall generally be erected at 1.35m height or as specified and fixed with minimum 2 Nos. (and more as per size of board) of screws of length not less than 50mm, termination of wires shall be done with lugs on switch and other accessories only by carefully inserting all strands in lugs, terminals and proper tightening. Switches shall be provided on phase wire only. Bare wire shall not be used for looping incoming supply to switches and for earthing inside switchboards. For plug socket phase wire shall be connected in right side terminal when seen from front. Proper termination of earth wire in Earth terminal shall be ensured.Testing :- Insulation resistance test: All wiring shall be tested with 500V Meggar betweenphases, phase – neutral and to Earth. IR value shall not be less than 1M-ohm. Earthcontinuity: Earth continuity shall be ensured at all earth terminals of plug outlets and at earth terminals of metal enclosures. Polarity test: Polarity test shall be carried out for ensuing the correct polarity in switch and plug

26 WG-TW/TC

Material :- PVC Telephone cable: PVC insulated Tinned copper solid conductor withminimum 0.5 mm dia. (Single & Multi pair) properly paired and colour coded, shall beterminated on KRONE module with suitable tool.Construction :- Use of Steel fish wire shall be made for drawing of wires. Wires shall bedrawn with adequate care. Wires shall not have intermediate joint in between terminals ofthe accessories. Wires shall be terminated in the terminals of accessories only. Adequateextra length shall be left at termination points.

27 WG-TW/JFC

Material :- Jelly filled Armoured Telephone cable: PVC insulated, PVC sheathed with steelarmouring, Tinned copper solid conductor with minimum 0.5 mm dia multi pair, with Jelly,properly paired and colour coded. Saddles: Saddles fabricated from G I sheet of requiredgauge (16/18 gauge) either galvanized finish or painted with superior quality enamel blackpaint, with necessary shearing for mechanical strength, semi circular shaped with extendedpiece having suitable holes for fixing on spacer. Hardware: Sheet Metal (SM) screws ofrequired sizes, plugs, wooden gutties, etc.Construction :- Erection of Jelly filled armoured Telephone cable: Erection shall be done asper the layout finalized, in perfect level and plum. Before fixing the cable shall bestraightened as far as possible for good aesthetics look. Cable shall be fixed with saddlesfirmly clipped on cable. Saddles shall be fixed to wall with minimum 50x8 mm SM screwswith plugs/wooden gutties (Distance between two saddles shall be minimum 600 mm).Wooden gutties shall be used wherever required (Especially for stone wall). The entriesmade in wall, floor slab, etc for laying the cable shall be made good by filling and finishingwith plastering the same

28 WG-TA/JB

Material :- Junction box: Manufactured by reputed manufacturer of specified capacity, facilityfor + wall mounting, with door & lock, aluminium frame for fixing of Krone, duly enclosed incabinet made from 18 SWG CRCA sheet with powder coating of required colour. The depthof the box should consider the height of KRONE module plus protection magazine.Hardware: Sheet Metal (SM) screws of required sizes, plugs, wooden gutties, etc.Construction :- Specified equipment shall be fixed to wall with minimum 50x8 mm SMscrews, with necessary plugs, wooden gutties, etc. or may be fixed on Table Top if required.

31 FG-LP/MHL

Material :- Lamp: High pressure metal halide gas discharged lamps with iodide additivesindium, thallium and sodium in the mercury discharge. The discharge tube shall be enclosedin an ovoid, hard glass outer bulb with fluorescent coating (HPI-BU) or clear tubular outerhard glass envelope, (HPI-T). • Colour Temperature : HPI-BU - -> 4300 0K: HPI-T - -> 4300 0K to 4900 0K Cap: Pin type/Screwed cap made from high gradeAluminium sheet.Construction :- The lamp shall be fixed at specified location as directed by site engineer.




Specifiction Code


33 SW-SWR/MCB

Material :- General Specifications for MCB’s • MCB’s shall be of current limiting type, ISImarked confirms to IS 8828 – 1996. • The power loss per pole shall be low and shall be inaccordance with IS 8828 – 1996. • All cable entries shall be either from bottom or top. •MCB’s shall be of C- curve characteristic & shall have quick make & break non-welding selfwiping silver alloy contacts for 10 kA short circuit both on the manual & automaticoperation. • All the active, live parts of MCB’s should be out of human reach, ensuringsafety & confirms to IP: 55 degree of protection. • The MCB’s must house transparent labelholder to ensure circuit identification. • The MCB’s must have fully insulated safety shutters.• The MCB’s shall have lockable switching lever. • The Minimum electrical endurance shallbe 20,000 operations. • The housing of the MCB shall be mounted self-extinguishing DMC(Dough Moulding Compound). • The short circuit Current shall be brought to zero within 4to 5 milliseconds from the time they are established. • All MCB’s shall have a minimumshort circuit Capacity of 10kA RMS. Material : Single Pole / Single pole with Neutral / DoublePole / Triple pole / Four pole: MCB, ISI marked as per IS 8828 : 1996 (IEC 60898) withhammer trip and watch mechanism15 arc plates,10 KA capacity with nominal rating of240/415V. Lugs: Copper lugs of suitable size as per (CB-CL/CU) in chapter 7.10 for CableConstruction :- MCB shall be erected in provided enclosure / distribution board andterminating the provided wires by copper lugs (crimping type) and connecting the same.

34 SW-SWR/RCCB

Material :- General Specifications for RCCB • RCCBs shall be ISI marked as per IS 12640(part 1) – 2000 and Confirming to IEC 61008-1. • It shall work on residual current energy,having 30 milliamp sensitivity and shall protect against earth leakage. • Tripping time shallbe maximum 30 milliseconds. • Breaking capacity shall be 20 kA. • RCCB shall operate forrated leakage at nominal Ten volts AC, and also in both, Neutral Open & Snappingcondition. • RCCBs shall have trip free mechanism with quick make & break non-weldingself wiping silver alloy contacts for 20 KA short circuit current both on the manual &automatic operation. Test knob facility shall be provided. • All the active, live parts ofRCCBs should be out of human reach, ensuring safety & confirms to IP20 degree ofprotection. • The RCCBs must house transparent label holder to ensure circuitidentification. • The RCCBs must have fully insulated safety shutters. • The Minimumelectrical endurance shall be 20,000 operations. Material : 2 Pole / 4 pole, RCCB, ISImarked as per IS: 12640-2000 (IEC 61008-1) with hammer trip and watch mechanism 15arc plates, 20 KA breaking capacity of specified rating suitable for 240/415V. Lugs –Copper lugs of suitable size as per (CB-CL/CU) in chapter 7.10 for Cable PVC Copperleads: As per WG-MA/BW specified in chapter of Wiring in para. no. 1.3Construction :- 2 / 4 Pole RCCB shall be erected in provided enclosure & connected withleads, with necessary testing.

35 SW-SWR/MCBDB

Material :- General Specifications for MCBDB’s • DB’s shall be prewired and shall befabricated as per IS: 8623. • Suitable for flush mounting & surface mounting, with 100 Acopper bus bar (For Horizontal type DB), neutral bar, earth bar & cable ties for cablemanagement. • In case of Vertical DB the bus bar shall be of 200 A rating. • DB’s shall beof IP – 43 degree of protection. • All the MCB distribution boards shall be fabricated out of18 SWG thick sheet steel duly rust inhibited through a process of degreasing, pickling,phosphating & powder coating to an approved colour over primer & shall be of the totallyenclosed dust proof type suitable for wall mounting. • All components shall be mounted onDIN rails & covered totally with a sheet steel cover rendering it finger-safe. Access to theinternal connections shall be only through removing the cover sheet. • All DB’s shall beinternally prewired using copper insulated high temperature PVC wires. • Bus bars &neutral bar shall be fully insulated with standard colour code. • Bus bar withstandingcapacity shall be 10kA. • DB’s must have facility of reversing door without modification, panassembly for ease of installation & convertible locking. Material : Horizontal/Vertical typeMCBDB: ISI marked as per IS 8623, of specified ways (poles), surface/flush mounting,with/without door, suitable for 230 V / 415 V. Lugs – Copper lugs of suitable size as per(CB-CL/CU) in chapter 7.10 for Cable Iron work: Suitable size of angle/flat. Hardware: SMscrews, rawl plug, gutties, etc.Construction :- MCBDB shall be erected at designated location and directed by siteengineer and terminating the provided wires by copper lugs (crimping type) and connectingthe same.




Specifiction Code


36 SW-SWR/MCBDB

Material :- General Specifications for MCBDB’s • DB’s shall be prewired and shall befabricated as per IS: 8623. • Suitable for flush mounting & surface mounting, with 100 Acopper bus bar (For Horizontal type DB), neutral bar, earth bar & cable ties for cablemanagement. • In case of Vertical DB the bus bar shall be of 200 A rating. • DB’s shall beof IP – 43 degree of protection. • All the MCB distribution boards shall be fabricated out of18 SWG thick sheet steel duly rust inhibited through a process of degreasing, pickling,phosphating & powder coating to an approved colour over primer & shall be of the totallyenclosed dust proof type suitable for wall mounting. • All components shall be mounted onDIN rails & covered totally with a sheet steel cover rendering it finger-safe. Access to theinternal connections shall be only through removing the cover sheet. • All DB’s shall beinternally prewired using copper insulated high temperature PVC wires. • Bus bars &neutral bar shall be fully insulated with standard colour code. • Bus bar withstandingcapacity shall be 10kA. • DB’s must have facility of reversing door without modification, panassembly for ease of installation & convertible locking. Material : Horizontal/Vertical typeMCBDB: ISI marked as per IS 8623, of specified ways (poles), surface/flush mounting,with/without door, suitable for 230 V / 415 V. Lugs – Copper lugs of suitable size as per(CB-CL/CU) in chapter 7.10 for Cable Iron work: Suitable size of angle/flat. Hardware: SMscrews, rawl plug, gutties, etc.Construction :- MCBDB shall be erected at designated location and directed by siteengineer and terminating the provided wires by copper lugs (crimping type) and connectingthe same.

38 SW-SWR/MCB


39 SW-SWR/MCB





Specifiction Code


40 SW-SWR/MCB


45 SW-SWR/MCCB

Material :- General Specifications for MCCB’s • MCCB’s should comply with IS 13947 part-2, IEC (6094) and IEC 60947-3 & IEC 60947 part – 2. • The MCCB shall be suitable foruniversal mounting i.e. the load/line shall be interchangeable with shrouded incomingcontacts. • The MCCB shall be suitable for minimum operating voltage of 415V. • Thethermal setting shall be adjustable from 64 % to 100% of its normal current. • The magneticsetting shall be adjustable from 3.5 to 10 In (normal current). • Trip reset should beavailable Manual / Automatic. • Isolator switches for electronic circuits to open the MCCBautomatically. • The MCCB’s must house transparent label holder to ensure circuitidentification. • The MCCB’s must have fully insulated safety shutters. • Overload Zoneadjustable from 0.4 to 1 in with line (For 630 amp & above MCCB) • Short circuit Zoneadjustable from 1.5 to 10 In with time. Material : 3 pole or 4 Pole MCCB Moulded casecircuit breaker. Fixed version– front Terminals with current rating & breaking capacity asbelow: i. 63 A to 125 A - 15 KA ii. 160 A to 250 A - 35 KA iii. 300/400 A - 35KA iv. 630 A - 70 KAConstruction :- 3 pole /4 pole MCCB shall be erected in provided enclosure & connectedwith provided leads/strip on incoming & out going site complete

47 CP-BB

Material :- Sheet: 16 gauge CRCA sheet Fabrication material: Angle iron of required size,Hinges made from MS. Bus bar strip: Aluminum/Copper strips covered with colour codedPVC heat shrunk sleeves or wrapped with PVC insulation tape with colour coding. Bus barsupport: Bus bar insulators (Porcelain/Epoxy) Earth stud: MS Nut & Bolt minimum 10 mmdiameter. Packing material: Rubber / Neoprene gasket Paint: Red oxide paint /Primer,Enamel paint Hardware: Nuts, bolts, washers, etc of required size & length. Danger Board:GI Sheet danger board in Marathi & English or Screen printed sticker.Construction :- The bus bar chamber shall be fabricated from 16 SWG CRCA sheet withnecessary clearance on all side as mentioned in Table No 5/1 duly painted with one coat ofred oxide/primer and with 2 coats of Superior quality enamel paint of required shade. Theearth stud shall be welded to the chamber. The bus bar shall be fixed on fabricated bracket(to be fixed on inner rear surface of the box), with minimum three porcelain / epoxy bus barinsulator minimum at both ends & at the centre of the bar (with distance of 45cms.betweeninsulators), with minimum 40x8 mm MS nut bolt, spring washers, etc. The above methodshall be adopted for all the 4 bars. The bar shall be vertically fixed in staggered manner soas to maintain clearance in between the bars as per Table No. 6.2/2. All the bars shalleither be covered with colour coded PVC heat shrunk sleeves or wrapped with PVCinsulation tape with colour coding. (i.e. R, Y, B, N). The chamber shall be fixed on 25x25x4mm angle iron frame to make it sturdy. The chamber shall have minimum one hole per busbar for fixing incoming cable, and required holes for the out going cables. The size of thebar either aluminium / copper for the required rating shall be as per Table No 6.2/1 given inthe specification book.




Specifiction Code


48 SW-SWR/MCBDB

Material :- General Specifications for MCBDB’s • DB’s shall be prewired and shall befabricated as per IS: 8623. • Suitable for flush mounting & surface mounting, with 100 Acopper bus bar (For Horizontal type DB), neutral bar, earth bar & cable ties for cablemanagement. • In case of Vertical DB the bus bar shall be of 200 A rating. • DB’s shall beof IP – 43 degree of protection. • All the MCB distribution boards shall be fabricated out of18 SWG thick sheet steel duly rust inhibited through a process of degreasing, pickling,phosphating & powder coating to an approved colour over primer & shall be of the totallyenclosed dust proof type suitable for wall mounting. • All components shall be mounted onDIN rails & covered totally with a sheet steel cover rendering it finger-safe. Access to theinternal connections shall be only through removing the cover sheet. • All DB’s shall beinternally prewired using copper insulated high temperature PVC wires. • Bus bars &neutral bar shall be fully insulated with standard colour code. • Bus bar withstandingcapacity shall be 10kA. • DB’s must have facility of reversing door without modification, panassembly for ease of installation & convertible locking. Material : Horizontal/Vertical typeMCBDB: ISI marked as per IS 8623, of specified ways (poles), surface/flush mounting,with/without door, suitable for 230 V / 415 V. Lugs – Copper lugs of suitable size as per(CB-CL/CU) in chapter 7.10 for Cable Iron work: Suitable size of angle/flat. Hardware: SMscrews, rawl plug, gutties, etc.Construction :- MCBDB shall be erected at designated location and directed by siteengineer and terminating the provided wires by copper lugs (crimping type) and connectingthe same

49 FF-FAAS/MCP

Material :- Push Button: Plastic Enclosure: CRCA/MS with 100/150 mm round/square withGlass cover Hammer with chain: Brass Enamel paint: Superior quality Post Office redcolour Hardware: S.M. Screw Plugs: PlasticConstruction :- The pill box with break glass cover, push button in circular/ square enclosurewith push button kept inside per set with a glass outside marked “IN CASE OF FIREBREAK GLASS” provided with a small hammer and chain fixed to the pill box shall bemounted on wall or any other place as directed and provided with cable entry with suitableterminal inside and painted with two coats of red oxide and two coats of post office redenamel paint.

50 FF-FAAS/HTR

Material :- Hooter: Electronic type with 6W output, Line matching transformer Enclosure:CRCA sheet of 14 SWG with perforation Enamel paint: Superior quality Post Office redcolour Hardware: S.M. Screw Plugs: Plastic Gitties: WoodenConstruction :- The electronics hooter with Line matching transformer shall be enclosed insuitable size perforated CRCA enclosure and installed as per instructions and shall beconnected and fixed at suitable site to ensure that the alarm is heard anywhere in theprotected area. The minimum sound level shall be 80 dB.

51 FF-FAAS/RRI

Material :- Indicator: 5 mm LED (2 Nos) / 10 mm LED (1 No) in Red colour Enclosure:CRCA sheet of 14 SWG with perforation Enamel paint: Superior quality of specified colourHardware: S.M. Screws Plugs: Plastic Gitties: WoodenConstruction :- Remote response indicator housed in enclosure shall be fitted out side therooms, cabins at accessible height and shall be clearly visible.




Specifiction Code


52 CB-LT/CU

Material :- Cables: Cables shall be PVC / XLPE with Copper conductor as per Table no. 7/3and of required construction, colour, shall carry ISI mark, IS No, manufacturer’s name, size,duly embossed / screen printed at every metre and having the total count of progressivelength in meter at each mark. Earth wire: Galvanized Iron (G I) wire of appropriate gaugeas per Table No 7/1. Glands: As per specification (CB-GL) Lugs: As per specification(CB-CL/CU) Saddles: Saddles fabricated from GI sheet of required gauge and sizedepending on dia of cable either galvanized or painted with superior quality enamel blackpaint with necessary shearing mechanical strength, semi circular shaped with extendedpiece having suitable holes for fixing. G I Strip: 22 g x 25 mm width G I Strip. Clamps: MSClamps fabricated of required length and shape, having the size of 3/6 mm thick mild steelhaving 25/50 mm width (as per size of cable), rounded ends with wooden / resin cast gripfor holding the cable. Identification tags: For identifying root, connection position GI stripwith identification mark / name embossed / painted with arrangement to tie should be fix oncable or arrangement of ferrulesto be done. Hardware: Sheet Metal (SM) screws of requiredsizes, plugs / wooden gutties, etc.Construction :- General: a) Irrespective of method of construction the cable ends shall beterminated with appropriate size & type of glands with lugs duly crimped, as directed by Siteengineer. b) Wherever the cable has to be bent, the turning radius shall be as mentioned inTable No 7/2. Grouping of cables shall be done with adequate distance between cables asmentioned in IS so as to minimize de-rating. Cables shall be tagged/ferruled withidentification name / mark at the point from where distribution starts and at ends. Bare earthwire of appropriate size as per Table no. 7/1 shall run along with the cable. Earth wirerunning with the cable shall be terminated at the earth terminal nearest to cable termination.Erection of Cable on Surface: Erection shall be done as per the routes and layout finalized,in perfect level and in plumb. Before fixing the cable shall be straightened as far as possiblefor good aesthetics look, continuous bare GI earth wire of required gauge as per Table No7/1 shall be run. Cable with G I wire shall be fixed by saddles firmly clipped on cable andshall be fixed to wall with minimum 50 x 8 mm SM screws with plugs/wooden gutties, etc.(Distance between two supports / saddles shall be maximum 450 mm) Wooden gutties

53 FF-FAAS/FACP

Material :- Panel: Microprocessor based Conventional Main Fire Alarm Control Panel(FACP) with necessary Test Certificate from ERTL as per IS 2189-1999 provided withSMPS (Switch Mode Power Supply) of suitable battery (2x12V) 24V, 24 AH capacitymaintenance free battery as standby supply to switch over automatically for a period of 8hours in case of A.C. supply failure to panel with 7 AH capacity battery charger, panel shallhave following features. a) Visual zone indication in which fire has emerged. b) Audioalarm devices. c) Acknowledge reset and test devices. d) Visual indication (2x20character LCD display) incorporating following indications: (i) Fire condition (ii)Fault condition (iii) A.C. Pilot indication (iv) Low battery indication (v) Blownfuse indication A.C. as well as D.C. (vi) Built in electronic hooters of 2 tone round forfire condition and single tone for fault condition. (vii) Open and short circuit fault.(viii) Push button switch for checking each zone. (ix) Push button to disable audioalarm. (x) Reset push button. e) Fire protection and alarm circuit shall have modulardesign using electronic plug in type printed circuit boards (PCB) with spare cards.Construction :- The microprocessor based main fire Alarm control panel designed as per IS2189- 1999 with ERTL Test certificate shall be fixed at accessible place so that security orfire personal can attend to the fault immediately.Testing :- Testing: The control shall be tested for following features: 1) Alarm cancel Test2) Reset 1 lamp 3) Fire Test 4) Open Test (for detector & hooter) 5) Short circuit Test (fordetector & hooter) 6) Walk Test(one man test) 7) Sounder Test




Specifiction Code


54 FF-FAAS/LCP

Material :- Panel: Microprocessor based Conventional Main Fire Alarm Control Panel(FACP) with necessary Test Certificate from ERTL as per IS 2189-1999 provided withSMPS (Switch Mode Power Supply) of suitable battery (2x12V) 24V, 24 AH capacitymaintenance free battery as standby supply to switch over automatically for a period of 8hours in case of A.C. supply failure to panel with 7 AH capacity battery charger, panel shallhave following features. a) Visual zone indication in which fire has emerged. b) Audioalarm devices. c) Acknowledge reset and test devices. d) Visual indication (2x20character LCD display) incorporating following indications: (i) Fire condition (ii)Fault condition (iii) A.C. Pilot indication (iv) Low battery indication (v) Blownfuse indication A.C. as well as D.C. (vi) Built in electronic hooters of 2 tone round forfire condition and single tone for fault condition. (vii) Open and short circuit fault.(viii) Push button switch for checking each zone. (ix) Push button to disable audioalarm. (x) Reset push button. e) Fire protection and alarm circuit shall have modulardesign using electronic plug in type printed circuit boards (PCB) with spare cards.Construction :- The microprocessor based main fire Alarm control panel designed as per IS2189- 1999 with ERTL Test certificate shall be fixed at accessible place so that security orfire personal can attend to the fault immediately.Testing :- Testing: The control shall be tested for following features: 1) Alarm cancel Test2) Reset 1 lamp 3) Fire Test 4) Open Test (for detector & hooter) 5) Short circuit Test (fordetector & hooter) 6) Walk Test(one man test) 7) Sounder Test.

55 WG-COC/NC

Material :- UTP Cable : 4 pairs,100 ohms, unshielded twisted pair (UTP), each pairseparated by a PE former (Star shaped) solid 23 AWG tinned copper conductor rated fortemperature of 750 C, PVC insulated grey colour with types as in the table 1.12/1 and asper detailed specifications mentioned in Specification book.Construction :- The cable shall be laid in provided separate casing n capping/ PVC conduit/trunking 400mm away from electrical cables wherever required without sharp bends. Thecable shall be spliced at both the ends for punching/ crimping at keystone jacks/ UTPconnectors.

56 WG-NAS/UTPC

Material :- UTP connector: Assembly of Gold over nickel contacts with 1.5A current carryingcapacity, 30V with 15milli ohms contact resistance, 8P8C connection easy to crimp withcrimping tool in polycarbonate UL94V housing.Construction :- The UTP cable shall be spliced, untwisted not more than 12mm, insertedinto the connector with sequence as shown in the diagram & as per EIA/TIA 568 B.2-1 &crimped firmly with crimping tool.

59WG-


Material :- PVC Trunking (casing capping): PVC Trunking (casing capping) ISI mark, 1.2mm thick, minimum 20 mm width and above depending on No. of wires to be drawn (ReferTable No 1/3 for the size of trunking and number of wires to be drawn); with double lockingarrangement, 1.8mm thick push-fit joints/ accessories for PVC trunking such as couplers,elbows, internal / external angles, junction boxes of required ways of the same make.Hardware: Sheet Metal (SM) screws of sizes specified in Method of Construction, washers,rawl / PVC / fill type plugs, wooden gutties, etc.Construction :- Erection of PVC Trunking for surface type wiring: Erection shall be done asper the final approved layout. The Trunking shall be in perfect level and plumb. Screws ofminimum 35x8 mm and suitable plugs shall be used for fixing. In case of stonewallswooden gutties shall be grouted in wall for fixing of screws of Trunking. Distance between 2screws shall not be more than 600 mm. Size of Trunking shall be correct depending onnumber of wires to be drawn as per Table No 1/3 but not less than 20mm. SeparateTrunking shall be used for each phase in single phase distribution and for power and lightdistribution and also for wiring of other utilities like data, telephone, TV cabling and distanceof 300 mm shall be maintained between the Trunking or anti electrostatic partition to beprovided. Double locking shall be checked while fixing capping. Adequate use ofaccessories shall be made at joints and at required locations.




Specifiction Code


60WG-


Material :- PVC Trunking (casing capping): PVC Trunking (casing capping) ISI mark, 1.2mm thick, minimum 20 mm width and above depending on No. of wires to be drawn (ReferTable No 1/3 for the size of trunking and number of wires to be drawn); with double lockingarrangement, 1.8mm thick push-fit joints/ accessories for PVC trunking such as couplers,elbows, internal / external angles, junction boxes of required ways of the same make.Hardware: Sheet Metal (SM) screws of sizes specified in Method of Construction, washers,rawl / PVC / fill type plugs, wooden gutties, etc.Construction :- Erection of PVC Trunking for surface type wiring: Erection shall be done asper the final approved layout. The Trunking shall be in perfect level and plumb. Screws ofminimum 35x8 mm and suitable plugs shall be used for fixing. In case of stonewallswooden gutties shall be grouted in wall for fixing of screws of Trunking. Distance between 2screws shall not be more than 600 mm. Size of Trunking shall be correct depending onnumber of wires to be drawn as per Table No 1/3 but not less than 20mm. SeparateTrunking shall be used for each phase in single phase distribution and for power and lightdistribution and also for wiring of other utilities like data, telephone, TV cabling and distanceof 300 mm shall be maintained between the Trunking or anti electrostatic partition to beprovided. Double locking shall be checked while fixing capping. Adequate use ofaccessories shall be made at joints and at required locations.



67 WG-NAS/LIU

Material :- Lightguide Interconnect Unit: Wall mount type Lightguide Interconnect Unit withdimensions shown in the table, an interfacing unit for fibre cables coming in from field &those originating from the equipments. consisting of fibre spools to provide minimumbending radius & splice trays as splice cover for pigtail splicing, two compartment designwith adaptor panel in the centre, compartmentalizing the box, complete aluminium housing,fully powder coated, two doors enclosure with lock & key, rubber grommets at the cableentry points for tight sealing; Splice trays of 140 x125 x 10mm complete aluminium bodyfully powder coated with provision for fibre splices fully cushioned splice holder containinggrooves for fixing splice protective sleeves; FR grade high impact resistance plastic twohalves design stackable sufficient room for excess cable. Hardware: Sheet Metal (SM)screws of required sizes, plugs, wooden gitties, etc.Construction :- Supplying & erecting Lightguide Interconnect Unit (LIU) on wall with cabletermination complete with sheet metal screws of required size, plugs/ wooden gitties.




Specifiction Code


68 AP-INV

Material :- Equipment manufactured as per standard manufacturer’s specification. The unithoused in powder coated CRCA sheet enclosure with following fault protection on mains /inverter mode: ? Under voltage on mains mode ? Over voltage on mains mode ? Chargerprotection on mains mode ? Overload on inverter mode ? Short circuit on inverter mode ?Low battery on inverter mode ? Battery reverse on inverter mode ? Under voltage oninverter mode ? Over voltage on inverter mode ? LED display for above fault protection ?Alarm for above fault protection ? Arrangement to cut of neutral of supplier when supplyfrom invertors is on. In addition to above the inverter shall comply with the specificationsmentioned in Table No. 3.6/1 of specification book.Construction :- To be erected at designated place duly connected, tested, as per thedirections of Site Engineer.

70 EA-EPP

Material :- GI Pipe: As per specification no. (CW-PLB/GP) mentioned chapter 17.5; 1. 50mm dia x 3 meter long (In place of traditional GI pipe Earthing), for LV / MV applications. Or2. 80 mm x 3 meter long (In place of traditional copper plate Earthing), for HV/EHVapplications. Earthing Conductor: G.I strip/GI earth wire of size as per specifications givenin Table No 9.1/1 of Specification book. GI Pipe: As per specification no. (CW-PLB/GP)mentioned chapter 17.5 for watering and as enclosure for Earth wire, as per specificationsgiven in Table No 9.1/1 of Specification book. Hardware: Screw / nut bolts with requiredwasher of dimensions, Rawl plug / clip/ ‘U’ Nails and material as per specifications given inTable No 9.1/1 of Specification book. Filling material: Coal /Charcoal/ salt as perspecifications given in Table No 9.1/1 of Specification book. as per specifications given inTable No 9.1/1 of Specification book. Lugs: As per specification no. (CB-LG/AL, CB-LG/CU)mentioned in chapter 7.9 & 7.10 for Copper/ Aluminium lugs and as per specifications givenin Table No 9.1/1 of Specification book.Construction :- Earthing Pipe in pipe technology with ancillary materials shall be done bydigging an 8” / 10” dia hand bore 10.5’ deep sufficient to install the electrode in normal soilconditions. The space between the soil and the electrode is filled up with electrolyte materialmixed with the dug out mother soil, along with water and tightly packed up to the base of theterminal. In rocky areas and under hard soil and sandy soil conditions the method ofinstallation will be as specified by manufacturer. Installation shall include drilling, welding,reverting, brazing and nut bolting pipe when ever required in an approved manner withrequired material such as nut bolts and washer etc. and with necessary brick masonry workas per the specification. (As per IS 3043 amended up to-date). As far as possiblecontinuous GI strip shall be used but when ever jointing of strip is un avoidable, the jointingover lap portion must not be less than 21/2 times the width of the strip either welded/brazed/soldered by all sides or overlap of 6 inch with two nut bolts/ riveting of adequate sizewith required washer and covered by anti corrosive paint as per approved jointing practicein the industry and as per directives from site engineer in-charge.Testing :- The value of each earth electrode shall be measured by earth tester in presenceof site Engineer and record to be submitted



Item No. of Schedule-

B

Specifiction Code Technical Specification

4 SS-TR

Material :- 1. Copper wound Transformer with Delta connection on HV side and star connection on LV side complete withManufacturer’s test certificates 2. Standard mountings required for transformer are shown below. The mountings are to beselected from them and any additional if required. ? Off load tap changing ? Oil conservator with fitting holes and cap andplain oil level gauge ? Silica gel dehydrating breather ? Oil drain valve ? Thermometer pockets ? Oil filter valve ? Liftingarrangement ? Two earthing terminals ? Diagram and rating plate ? Four bi directional plain rollers ? Air vent ? Explosionvent ? Terminal arrangement ? Bushing with lugs and/or cable end box on LV side ? HV cable end box and/or HV bushingThe transformer losses shall be as mentioned in Table No 10.1/1 of Specification book. Construction :- The contractor should intimate name of manufacturer and make of the Transformer and location of themanufacturer factory to engineer in charge prior to delivery of the transformer. After manufacturing of the transformer, theagency/contractor shall intimate the engineer-in-charge for carrying out the inspection. After receipt of intimation engineer-in-charge or his representative should inspect the Transformer at manufacturer factory and shall carry out the following testsjointly in presence of concern contractor. 1)Open Circuit test 2) Short Circuit test 3) Specific Resistance Test 4) InsulationResistance of HV, LV, in between HV and LV, Winding and Body. 5) Dielectric Strength and acidity test of Transformer oil.The test results of joint inspection shall be recorded on the test report of Transformer with its Sr. No. prior to delivery of theTransformer to site. Necessary work of plinth and or for D.P. structure with D.O. set, L.A., A.B. switch should be completedbefore dispatch of the transformer. The channel arrangement on plinth is to be done. Earthing arrangement should becompleted. The Transformer should be installed on plinths / double pole structure/floor by arranging chains pulley block,crane etc as per IS Norms. After installation of Transformer the stopper/lock should be provided to rollers of the Transformer.The connection of H.T/L.T. side should be completed by provided Copper wire/ cable with necessary lugs to avoid looseconnection. The earthing (2 Nos for Neutral & 2 Nos for Body) should be connected from distinct electrodes. The earthingshould be connected by lugs/proper size of strip. The Engineer in charge or his representative should check all connectionson H.T. side, L.T. side and earths and insulation and earth résistance test should be carried out and results obtained shall berecorded. . Statutory Permissions to be obtained by the Agency/Contractor: Before commencement of work, the drawings ofinstallation shall be got approved from the Electrical Inspector, I E & L Department. The installation should be got inspectedfrom Electrical Inspector and obtain written permission to charge the Transformers.Testing :- Commissioning and Testing: After above formalities the Transformer, should be charged/commissioned inpresence of Engineer in charge or his representative along with load trials and shall be handed over to the department forbeneficial use After charging theTransformer, line, phase voltages and line current shall be measured, and the same shall be submitted. Following testcertificates shall be submitted: 1. Manufacturer’s original certificate of Transformer as stipulated in IS. 2. Test certificate fordielectric strength of oil as per IS. 3. Test results of IR values. 4. Test results of all earth electrodes. 5. Readings of Voltages& currents at the time of commissioning.

10 CB-JT/HT

Material :- Joint kit: Kit manufactured by reputed manufacturer with PVC moulds made in two parts, with epoxy compound,earth continuity lead of appropriate cross section having lugs at both ends, aluminum ferrules of the size of the cable, crossshaped epoxy spacer, MS clips for holding the moulds, adhesive for pasting the moulds.Construction :- Straight through joint Kit: HT Cables Before providing joint to the cable, the cable ends of the equivalentlength of the joint moulds, shall be prepared by removing the outer PVC insulation along with the steel armouring. The ferruleshall then be inserted over the bare core of the cable, and shall be crimped with hydraulic / mechanical type heavy dutycrimping tool. The crimped portion shall be wrapped first with the PVC insulation tape and then with the insulation tape usedfor wrapping HT conductor. The above method shall be carried out for all the cores strictly following the colour code. Theleads of the both the cables now shall be placed into the mould by using the epoxy spacer, for having sufficient gap in-between the leads. The earth continuity lead shall be clamped to the both ends of the cable. After covering the cable leadswith the PVC moulds, the edges shall be clipped after applying the adhesive on the inside face of the moulds. The pasting ofmoulds shall be rigid and as far as possible leak proof, so that the epoxy compound shall not spill out. Now the duly stirredepoxy compound shall be poured and fill till the compound rises through the risers provided on the moulds. After completingthe above procedure, the joint shall be allowed to dry out for at least 8 to 10 hours (for epoxy compound to get hardened)depending upon the size of cable. Before connecting to supply, the dry and hardened joint shall be tested for its insulationlevel with 1000 V/ 5000 V Meggar. The cable should be fixed or laid in such manner that there should not be pressure on endof moulds or on jointing position of cables. 3.2 Outdoor/Indoor end termination Kit: LT/HT Cables Before providing endtermination kit to the cable, the cable end of the equivalent length of the moulds, shall be prepared by removing the outerPVC insulation along with the steel armouring. The ferrule shall then be inserted over the bare core of the cable, and shall becrimped with hydraulic / mechanical type heavy duty crimping tool. The crimping shall be done in such a manner that thereshall be no air gap. Then the crimped portion shall be wrapped first with the PVC insulation tape and then with the insulationtape used for wrapping HT conductor. The above method shall be carried out for all the cores strictly following the colourcode. The leads of the cable now shall be placed into the mould by using the epoxy spacer, for having sufficient gap in-between the leads. The earth continuity lead shall be clamped to theends of the cable. After covering the cable leads with thePVC moulds, the edges shall be clipped after applying the adhesive on the inside face of the moulds. The pasting of mouldsshall be rigid and as far as possible leak proof, so that the epoxy compound shall not spill out. Now the duly stirred epoxycompound shall be poured and fill till the compound rises through the risers provided on the moulds. After completing theabove procedure, the joint shall be allowed to dry out for at least 8 to 10 hours (for epoxy compound to get hardened)depending upon the size of cable. Before connecting to supply, the


Additional Technical Specifications

Sub Estimate No III - Utilities, HT works and Infra works Sector 12 OF PCNTDA




B


15 SW-SWR/ACB

Material :- Air Circuit Breaker: Draw out type/non draw out type manually quick make quick break typefront operated mechanical indication for ON/OFF position with 50 kA short circuit rating. Trip freemechanism with high performance characteristic based on modular construction and should becompact. The breaker shall have following accessories: • Auxiliary Switch: Auxiliary switch shallconsist of 2 NO & 2 NC contacts. The total Auxiliary switch block shall have minimum six auxiliary. Incase of draw out breakers two sliding contacts should be provided. • Alarm Switch: For breaker withthermal and magnetic trip units the indication should be direct from trip unit through micro switch withnecessary wiring. • Shunt Release: Shunt trips are used for remote control. Shunt trip coil shouldoperate though an auxiliary switch. The operating ranges should be normally 50-110 % ofthe ratedvoltage. • Under voltage Release: Under voltage release must be energized before closing breaker.This should be provided for remote control. • Over current release: Over current release shall consistof Current Transformer with slides on each current carrying path of a bi-metal relay common to alltransformers. The transformer shall have a fix ratio suited to particular setting range. Overloadreleases shall be thermal time lagged. Overload relay range shall be 50 % to 100 % of CT ratio.Frame shall facilitate site adjustment from 25-100% of ACB rating to match the load requirement. • RAunit - given for 0-110% operating range of SHT-ensures supply available to shunt trip from same ACsource in short circuit condition. • RC unit – for up to 3secs. Time delay with U/V trip. Ideal forprotection against transient voltage dips and nuisance tripping continuously adjustable time delayrange of 40-500 ms with S/c trip ideal for selective interruption co- ordination of ACB’s. • Contactsmade of electrolytic copper of 99.9 % purity, of ACB shall be totally shrouded, for eliminating accessto live parts. • Short Circuit release pick up shall be adjustable for closer protection. • Breaker shall becompact in size, for saving space in the cubicle and as far as possible shall be lightweight for easyhandling. • Thermal over load and magnetic short circuit protection shall be provided.Construction :- The breaker should be erected on provided panel board or cubicle as the case maybe, complete with connecting to bus bar by means of provided insulated copper strip of suitable crosssection as per the rating, complete

16 CP-BB

Material :- Sheet: 16 gauge CRCA sheet Fabrication material: Angle iron of required size, Hingesmade from MS. Bus bar strip: Aluminum/Copper strips covered with colour coded PVC heat shrunksleeves or wrapped with PVC insulation tape with colour coding. Bus bar support: Bus bar insulators(Porcelain/Epoxy) Earth stud: MS Nut & Bolt minimum 10 mm diameter. Packing material: Rubber /Neoprene gasket Paint: Red oxide paint /Primer, Enamel paint Hardware: Nuts, bolts, washers, etc ofrequired size & length. Danger Board: GI Sheet danger board in Marathi & English or Screen printedsticker.Construction :- The bus bar chamber shall be fabricated from 16 SWG CRCA sheet with necessaryclearance on all side as mentioned in Table No 5/1 duly painted with one coat of red oxide/primer andwith 2 coats of Superior quality enamel paint of required shade. The earth stud shall be welded to thechamber. The bus bar shall be fixed on fabricated bracket (to be fixed on inner rear surface of thebox), with minimum three porcelain / epoxy bus bar insulator minimum at both ends & at the centre ofthe bar (with distance of 45cms.between insulators), with minimum 40x8 mm MS nut bolt, springwashers, etc. The above method shall be adopted for all the 4 bars. The bar shall be vertically fixed instaggered manner soas to maintain clearance in between the bars as per Table No. 6.2/2. All the bars shalleither be covered with colour coded PVC heat shrunk sleeves or wrapped with PVCinsulation tape with colour coding. (i.e. R, Y, B, N). The chamber shall be fixed on 25x25x4mm angle iron frame to make it sturdy. The chamber shall have minimum one hole per busbar for fixing incoming cable, and required holes for the out going cables. The size of thebar either aluminium / copper for the required rating shall be as per Table No 6.2/1 given inthe specification book.




B


17 EA-EP

Material :- Earth Plate: Galvanised cast iron / Copper earth plate or G.I. pipe as per specificationsgiven in Table No 9.1/1 of Specification book. CI Cover: As per specifications given in Table No 9.1/1of Specification book. Earthing Conductor: Copper/G.I strip/Annealed bare copper wire/G.l. earth wireof size as per specifications given in Table No 9.1/1 of Specification book. GI Pipe: As perspecification (CW-PLB/GP) mentioned chapter no. 17.5 for watering, and as enclosure for Earth wire,refer specifications given in Table No 9.1/1 of Specification book. Hardware: Screw / nut bolts withrequired washer of dimensions, Rawl plug / clip/ ‘U’ nails and material as per specifications given inTable No 9.1/1 of Specification book. Filling material: Coal /Charcoal/ salt as per specifications givenin Table No 9.1/1 of Specification book. as per specifications given in Table No 9.1/1 of Specificationbook. Lugs: As per specification (CB-LG/AL, CB-LG/CU) mentioned chapter 7.9 & 7.10 Copper/Aluminium lugs as per specifications given in Table No 9.1/1 of Specification book.Construction :- Pit is to be dug of required dimension and depth for the earthing at site, and laying ofGalvanised cast iron / Copper earth plate or G.I. pipe shall be as per Table No 9.1/1 in Specificationbook. The earth connection to equipment/ switch gear and earthing electrode shall be connected asshown in the diagram and as per IS 3043 amended up to-date. The connections shall be made eitherby strip or double run of earth wire with drilling, welding, riveting, brazing and nut bolting to plate orpipe, where ever required in an approved manner. As far as possible continuous strip shall be used,but where ever jointing of strip is unavoidable, the overlap portion must not be less than 21/2 timesthe width of the strip either welded/ brazed/soldered by all sides or 6 inches overlap with two nut bolts/riveting of adequate size with required washer and covered by anti-corrosive paint as per approvedjointing practice in the industry and as per directives from site engineer in charge. Pit shall then befilled with screened soil with alternate layer of coal and salt, and if, necessary brick masonry work (Where ever applicable) shall be done as specified in IS: 3043, with laying wires in PVC/ G.I. pipe andwatering arrangement as per diagram and covered with C.I. Cover ( Where ever applicable). Whereever requires or as specified by Site Engineer, a Test link shall be provided for facilitating the testingof resistance of earthelectrode.Testing :- The value of each earth electrode shall be measured by earth tester in presenceof site Engineer and record to be submitted

18 EA-EP

Material :- Earth Plate: Galvanised cast iron / Copper earth plate or G.I. pipe as perspecifications given in Table No 9.1/1 of Specification book. CI Cover: As per specificationsgiven in Table No 9.1/1 of Specification book. Earthing Conductor: Copper/G.Istrip/Annealed bare copper wire/G.l. earth wire of size as per specifications given in TableNo 9.1/1 of Specification book. GI Pipe: As per specification (CW-PLB/GP) mentionedchapter no. 17.5 for watering, and as enclosure for Earth wire, refer specifications given inTable No 9.1/1 of Specification book. Hardware: Screw / nut bolts with required washer ofdimensions, Rawl plug / clip/ ‘U’ nails and material as per specifications given in Table No9.1/1 of Specification book. Filling material: Coal /Charcoal/ salt as per specifications givenin Table No 9.1/1 of Specification book. as per specifications given in Table No 9.1/1 ofSpecification book. Lugs: As per specification (CB-LG/AL, CB-LG/CU) mentioned chapter7.9 & 7.10 Copper/ Aluminium lugs as per specifications given in Table No 9.1/1 ofSpecification book.Construction :- Pit is to be dug of required dimension and depth for the earthing at site, andlaying of Galvanised cast iron / Copper earth plate or G.I. pipe shall be as per Table No9.1/1 in Specification book. The earth connection to equipment/ switch gear and earthingelectrode shall be connected as shown in the diagram and as per IS 3043 amended upto-date. The connections shall be made either by strip or double run of earth wire withdrilling, welding, riveting, brazing and nut bolting to plate or pipe, where ever required in anapproved manner. As far as possible continuous strip shall be used, but where ever jointingof strip is unavoidable, the overlap portion must not be less than 21/2 times the width of thestrip either welded/ brazed/soldered by all sides or 6 inches overlap with two nut bolts/riveting of adequate size with required washer and covered by anti-corrosive paint as perapproved jointing practice in the industry and as per directives from site engineer in charge.Pit shall then be filled with screened soil with alternate layer of coal and salt, and if,necessary brick masonry work ( Where ever applicable) shall be done as specified in IS:3043, with laying wires in PVC/ G.I. pipe and watering arrangement as per diagram andcovered with C.I. Cover ( Where ever applicable). Where ever requires or as specified bySite Engineer a Test link shall be provided for facilitating the testing of resistance of earth




B


24 CB-LT/AL

Material :- Cables: Cables shall be PVC / XLPE of aluminium conductor as per Table no.7/3 and of required construction, colour, shall carry ISI mark, IS No, manufacturer’s name,size, duly embossed / screen printed at every metre and having the total count ofprogressive length in meter at each mark. Earth wire: Galvanized Iron (G I) wire ofappropriate gauge as per Table No 7/1. Glands: As per specification (CB-GL) Lugs: Asper specification (CB-CL/AL) Saddles: Saddles fabricated from GI sheet of required gaugeand size depending on dia of cable either galvanized or painted with superior quality enamelblack paint with necessary shearing mechanical strength, semi circular shaped withextended piece having suitable holes for fixing. G I Strip: 22 g x 25 mm width G I Strip.Clamps: MS Clamps fabricated of required length and shape, having the size of 3/6 mmthick mild steel having 25/50 mm width (as per size of cable), rounded ends with wooden /resin cast grip for holding the cable. Identification tags: For identifying root, connectionposition GI strip with identification mark / name embossed / painted with arrangement to tieshould be fix on cable or arrangement of ferrulesto be done. Hardware: Sheet Metal (SM)screws of required sizes, plugs / wooden gutties, etc.Construction :- General: a) Irrespective of method of construction the cable ends shall beterminated with appropriate size & type of glands with lugs duly crimped, as directed by Siteengineer. b) Wherever the cable has to be bent, the turning radius shall be as mentioned inTable No 7/2. Grouping of cables shall be done with adequate distance between cables asmentioned in IS so as to minimize de-rating. Cables shall be tagged/ferruled withidentification name / mark at the point from where distribution starts and at ends. Bare earthwire of appropriate size as per Table no. 7/1 shall run along with the cable. Earth wirerunning with the cable shall be terminated at the earth terminal nearest to cable termination.Erection of Cable on Surface: Erection shall be done as per the routes and layout finalized,in perfect level and in plumb. Before fixing the cable shall be straightened as far as possiblefor good aesthetics look, continuous bare GI earth wire of required gauge as per Table No7/1 shall be run. Cable with G I wire shall be fixed by saddles firmly clipped on cable andshall be fixed to wall with minimum 50 x 8 mm SM screws with plugs/wooden gutties, etc.(Distance between two supports / saddles shall be maximum 450 mm) Wooden gutties

32 GEN-DG

Material :- Diesel Generator set with continuous rating, 3 Phase, 415 V., 50 Cycles A.C.supply of specified capacity, comprising of totally enclosed air/water cooled diesel enginewith standard control panel & tool kit. Diesel Engine: The engine shall be of standarddesign of original manufacturers. It should be a totally enclosed air/water cooled Dieselengine with 4 stroke multi cylinders developing suitable BHP (As per Table 11/3) for givingpower rating of (As per table 11/3) at the load terminals of alternator at 1500 R.P.M., atarmature temperature of 400 C for height at 1000 Meter above M.S.L. at 50% R.H. Theengine shall be capable of delivering specified power at variable loads for P.F. of 0.8 (lag)with 10% over load available in excess of specified output for one hour in every 12 hours.The average load factor of the engine over period of 24 hours shall be 0.85 for poweroutput. The engine shall confirm to IS: 10000 and Amended up to date. The engine shall befitted with following accessories:- 1) Dynamically balanced fly wheel. 2) Necessary flexiblecoupling and guard for alternator and engine applicable 3) Lubricating oil cooler 4) Aircleaner Dry/Bath type 5) Lubricating oil pressure gauge 6) Lubricating oil filter withreplicable element 7) Dry exhaust manifold with suitable exhausts heavy duty residentialtype exhaust silencer and vertical hot air duct both logged with asbestos rope exhaustpiping of required length to reduce noise level. 8) 12/24 V. Electric starting equipmentcomplete with standard batteries, dynamo, cut-out, ammeter, necessary wiring, self starteretc. The system shall be capable of starting D.G. set within 20 to 30 second even in wintercondition with an ambient temperature down to 00 C. 9) Mechanical Governor of Class A2for up to and including 200 KVA capacity and electronic governor of Class A1 for capacityabove 200 KVA shall be provided as per standard design of manufacturer. Governor shallbe a self contained unit capable of monitoring speed. 10) Radiator 11) Daily fuel TankDaily fuel service tank of minimum capacity as per Table 11/1, below, fabricated from M.S.sheet with inlet, outlet connections air vent tap, drain plug and level indicator (gauge) M.S.fuel piping from tank to engine with valves, unions, reducers, flexible hose connection andfloor mounting pedestals, twin fuel filter. The location of the tank shall depend on standardmanufactures design. Engine Control Panel: Engine control panel should be fitted withfollowing accessories/indicators and shall have display:- • Start/stop key switch • Lube oilTesting :- Factory Testing: DG set shall be tested in presence of Engineer in charge or hisauthorized representative in the factory for following before dispatch; • Full load trial for 12hour. Fuel, lubricating oil, etc shall be arranged by the agency. • 10% overload trial for onehour within 12 hrs test. Certificates: • Manufacturer’s test certificates for Engine, Alternatorand of the set. • Necessary certificate for the engine model so selected along withcompliance of noise and emission norms as per latest CPCB guidelines for D.G. set shouldbe furnished from the manufacturer along with manufacturer’s technical details. •Permission from Electrical Inspector.




B


38 EA-EP

Material :- Earth Plate: Galvanised cast iron / Copper earth plate or G.I. pipe as perspecifications given in Table No 9.1/1 of Specification book. CI Cover: As per specificationsgiven in Table No 9.1/1 of Specification book. Earthing Conductor: Copper/G.Istrip/Annealed bare copper wire/G.l. earth wire of size as per specifications given in TableNo 9.1/1 of Specification book. GI Pipe: As per specification (CW-PLB/GP) mentionedchapter no. 17.5 for watering, and as enclosure for Earth wire, refer specifications given inTable No 9.1/1 of Specification book. Hardware: Screw / nut bolts with required washer ofdimensions, Rawl plug / clip/ ‘U’ nails and material as per specifications given in Table No9.1/1 of Specification book. Filling material: Coal /Charcoal/ salt as per specifications givenin Table No 9.1/1 of Specification book. as per specifications given in Table No 9.1/1 ofSpecification book. Lugs: As per specification (CB-LG/AL, CB-LG/CU) mentioned chapter7.9 & 7.10 Copper/ Aluminium lugs as per specifications given in Table No 9.1/1 ofSpecification book.Construction :- Pit is to be dug of required dimension and depth for the earthing at site, andlaying of Galvanised cast iron / Copper earth plate or G.I. pipe shall be as per Table No9.1/1 in Specification book. The earth connection to equipment/ switch gear and earthingelectrode shall be connected as shown in the diagram and as per IS 3043 amended upto-date. The connections shall be made either by strip or double run of earth wire withdrilling, welding, riveting, brazing and nut bolting to plate or pipe, where ever required in anapproved manner. As far as possible continuous strip shall be used, but where ever jointingof strip is unavoidable, the overlap portion must not be less than 21/2 times the width of thestrip either welded/ brazed/soldered by all sides or 6 inches overlap with two nut bolts/riveting of adequate size with required washer and covered by anti-corrosive paint as perapproved jointing practice in the industry and as per directives from site engineer in charge.Pit shall then be filled with screened soil with alternate layer of coal and salt, and if,necessary brick masonry work ( Where ever applicable) shall be done as specified in IS:3043, with laying wires in PVC/ G.I. pipe and watering arrangement as per diagram andcovered with C.I. Cover ( Where ever applicable). Where ever requires or as specified bySite Engineer a Test link shall be provided for facilitating the testing of resistance of earth

46SW-

SWR/MCCBPB

Material :- General Specifications • Panel boards shall be fabricated as per IS: 8623, IS:13947, IS: 2147. • PB’s shall be of IP – 31/41 degree of protection. • All the panel boardsshall be fabricated out of 1.6 mm thick CRCA sheet steel duly rust inhibited through aprocess of degreasing, pickling, phosphating & powder coating to an approved colour overprimer & shall be of the totally enclosed dust proof type suitable for floor / wall mounting. •Panel boards shall be fabricated in Modular type for coupling future system/MeteringModule/Add on Module, etc. • Bus bar shall withstand 25/35 KA short time current havingrating of 250 A/400 A respectively. Incoming Module: • Suitable for accommodatingincoming Three/Four Pole MCCB upto 400 A with preformed copper interconnections.Outgoing Module: • Suitable for mounting Single/Three/Four Pole MCCB’s upto 250 A. •Copper bus bar of specified rating with shielded by transparent polycarbonate shrouds withextention tags and with adequate space for termination of cables onto MCCB’s. Material:Panel Board: ISI marked as per IS 8623, of specified ways (poles), wall / floor mounting,suitable for 415 V. Hardware: MS nuts & bolts, washers, etc.Construction :- Panel board shall be erected at designated location and directed by siteengineer and terminating the provided wires/cables by lugs (crimping type) and connectingthe same.




B


54 CB-LT/CU

Material :- Cables: Cables shall be PVC / XLPE with Copper conductor as per Table no. 7/3and of required construction, colour, shall carry ISI mark, IS No, manufacturer’s name, size,duly embossed / screen printed at every metre and having the total count of progressivelength in meter at each mark. Earth wire: Galvanized Iron (G I) wire of appropriate gaugeas per Table No 7/1. Glands: As per specification (CB-GL) Lugs: As per specification(CB-CL/CU) Saddles: Saddles fabricated from GI sheet of required gauge and sizedepending on dia of cable either galvanized or painted with superior quality enamel blackpaint with necessary shearing mechanical strength, semi circular shaped with extendedpiece having suitable holes for fixing. G I Strip: 22 g x 25 mm width G I Strip. Clamps: MSClamps fabricated of required length and shape, having the size of 3/6 mm thick mild steelhaving 25/50 mm width (as per size of cable), rounded ends with wooden / resin cast gripfor holding the cable. Identification tags: For identifying root, connection position GI stripwith identification mark / name embossed / painted with arrangement to tie should be fix oncable or arrangement of ferrulesto be done. Hardware: Sheet Metal (SM) screws of requiredsizes, plugs / wooden gutties, etc.Construction :- General: a) Irrespective of method of construction the cable ends shall beterminated with appropriate size & type of glands with lugs duly crimped, as directed by Siteengineer. b) Wherever the cable has to be bent, the turning radius shall be as mentioned inTable No 7/2. Grouping of cables shall be done with adequate distance between cables asmentioned in IS so as to minimize de-rating. Cables shall be tagged/ferruled withidentification name / mark at the point from where distribution starts and at ends. Bare earthwire of appropriate size as per Table no. 7/1 shall run along with the cable. Earth wirerunning with the cable shall be terminated at the earth terminal nearest to cable termination.Erection of Cable on Surface: Erection shall be done as per the routes and layout finalized,in perfect level and in plumb. Before fixing the cable shall be straightened as far as possiblefor good aesthetics look, continuous bare GI earth wire of required gauge as per Table No7/1 shall be run. Cable with G I wire shall be fixed by saddles firmly clipped on cable andshall be fixed to wall with minimum 50 x 8 mm SM screws with plugs/wooden gutties, etc.(Distance between two supports / saddles shall be maximum 450 mm) Wooden gutties

55SW-

SWR/MCCB

Material :- General Specifications for MCCB’s • MCCB’s should comply with IS 13947 part-2, IEC (6094) and IEC 60947-3 & IEC 60947 part – 2. • The MCCB shall be suitable foruniversal mounting i.e. the load/line shall be interchangeable with shrouded incomingcontacts. • The MCCB shall be suitable for minimum operating voltage of 415V. • Thethermal setting shall be adjustable from 64 % to 100% of its normal current. • The magneticsetting shall be adjustable from 3.5 to 10 In (normal current). • Trip reset should beavailable Manual / Automatic. • Isolator switches for electronic circuits to open the MCCBautomatically. • The MCCB’s must house transparent label holder to ensure circuitidentification. • The MCCB’s must have fully insulated safety shutters. • Overload Zoneadjustable from 0.4 to 1 in with line (For 630 amp & above MCCB) • Short circuit Zoneadjustable from 1.5 to 10 In with time. Material : 3 pole or 4 Pole MCCB Moulded casecircuit breaker. Fixed version– front Terminals with current rating & breaking capacity asbelow: i. 63 A to 125 A - 15 KA ii. 160 A to 250 A - 35 KA iii. 300/400 A - 35KA iv. 630 A - 70 KAConstruction :- 3 pole /4 pole MCCB shall be erected in provided enclosure & connectedwith provided leads/strip on incoming & out going site complete

61 SS-AS/FSG

Material :- Fabrication material: ISI mark 50x50x6 mm angle iron, Iron studs/Spikes 10 mmthick with arrow head, 25x6 mm MS flat iron. Chain link Jali: Jali made from hard GI wire 10SWG/3.26 mm dia. Foundation material: Cement, Sand, Water. Paint: Aluminium paint, Redoxide.Construction :- The fencing shall be fabricated as per drawing. The fencing section shall be1800 mm in height from finished ground level and 1500 mm in width. The square jali shallbe welded from inside of the angle iron frame measuring 2200mm (1800 mm for fencingframe + 400 mm for embedding in cement concrete foundation) in height and 1200 mm inwidth. On top the frame iron studs of minimum 150 mm in height with arrow head shall bewelded with spacing of minimum 300 mm. Supports made from MS flat iron shall bewelded width wise on the top the jali from inside the frame at top, middle and at the bottom.The entire structure shall be erected in plum. After the entire fabrication, fencing shall bepainted with one coat of red oxide and two coats of aluminium paint. (Overall size of doorsshall be 1800 mm height x 3000 mm wide)




B


63 SS-AS/DLD

Material :- GI Pipe: ISI mark, 25 mm diameter as per (CW-PLB/GP) for chapter 17.5Fabrication material: ISI mark 45x45x5 mm angle iron, Iron studs/Spikes 10 mm thick witharrow head. Channel iron: ISI mark 100x 50mmx 5mm. Chain link Jali: Jali made from hardGI wire 10 SWG/3.26 mm dia. Foundation material: Cement, Sand, Water. Paint: Aluminiumpaint, Red oxide.Construction :- The fencing shall be fabricated as per drawing. The door section shall be1800 mm in height from finished ground level and 1200 mm in width. The door frame shallbe fabricated from B class GI pipe 25 mm in diameter, with chain link jali welded into theframe. The jali shall be supported with cross bracing the 45x45x5 mm angle. The door shallbe supported to the channel with hinges welded to door frame and the channel. On top theframe iron studs of minimum 150 mm in height with arrow head shall be welded withspacing of minimum 300 mm. The total length of the channel shall be minimum 2200 mm.The channel shall be embedded in cement concrete foundation. The doors shall havelocking arrangement for restricting unauthorized entry and the lock shall be with minimum 6levers with duplicate keys. The entire structure shall be erected in plum. After the entirefabrication, fencing shall be painted with one coat of red oxide and two coats of aluminiumpaint.



Sr. No ITEMS PCNTDA MAKE/BRANDS

1 PVC Rigid. Conduits / PVC Trunking (Casing-n-Capping )PolycabPrecisionModi

2 PVC Copper wires FR/FRLS grade HavellsRR KabelFiniolex

3 MCB ( All Poles), ELCB ( All Poles) , RCCB (All Poles) , C & S Hager Legrand

4 MCB Distribution boardsC & S Hager Legrand

5 Ring Main UnitC & SSiemensJyoti Electric

6 Lifts

SchindlerKoneOtisOmega

7 ACB, MCCB (All poles) , MCCB Distributionboards,

C & S Hager Legrand

8 LED Surface / Recessed type indoor fittings &Outdoor fittings.

BajajPhilipsHavells

9 Ceiling Fans, Exhaust Fan , Bracket Fan, Wallmounting Fans

BajajUshaHavells

10 Wiring accessories :- modular type switches ,sockets , ceiling rose and accessories.

AnchorHavells Legrand

11 LT PVC / XLPE armoured aluminum / coppercables

RR KabelFinolexHavells

12 HT Cables

RavinPolycabFinolex

13 HT Cable Termination

RaychemM seal3MCompacSafe kitGrip Sea

14 Lugs DowellsComment

15 HT Switchgear

L&TTade PowertechABBC & S

16 TransformersSilverlineKirloskarDrona

17 DG SET

Ashoke LeylaydCater PillerC & S Sterlling

18 UPSEmersonNeowattHitachi


LIST OF APPROVED MATERIALS



Sr. No ITEMS PCNTDA MAKE/BRANDS

19 LT Power Contractors

SiemensLegrandABB L&T

20 Capacitors

L&TShreemSubodhanVishay

21 Street light/ High Mast Octagonal Pole

ValmountPhilipsBajajCrompton

22 A.T.S.

HavellsStandardBE Switch

23 PumpsCRIGroundfosKirloskar

24 Solar flat plate collectorTata SolarRecoldSudarshan

25 Panal

Shree EnineeringMK Electrical MumbaiSiemensABB

26 Water PumpCromptonCRIKirloskar

27 DWC Pipe KPTDE

28 MDF/ Patch Panel and cableD-linkCISCA TP-Link

29 TelephonePanasonicB-tellSamsung

30 Solar PV SystemPolycabTataRelyon Solar

Note: Make of all the electrical accessories and electrical items will be finilised by Executive engineer (Electrical) only. Make other thanabove listed items if required, prior approval from Executive Engineer (Electrical), PCNTDA will be mandentory



Item No. of Sch-B


2 CB-LT/CU

Material :- Cables: Cables shall be PVC / XLPE with Copper conductor as per Table no. 7/3 and of required construction,colour, shall carry ISI mark, IS No, manufacturer’s name, size, duly embossed / screen printed at every metre and havingthe total count of progressive length in meter at each mark. Earth wire: Galvanized Iron (G I) wire of appropriate gauge asper Table No 7/1. Glands: As per specification (CB-GL) Lugs: As per specification (CB-CL/CU) Saddles: Saddles fabricatedfrom GI sheet of required gauge and size depending on dia of cable either galvanized or painted with superior qualityenamel black paint with necessary shearing mechanical strength, semi circular shaped with extended piece having suitableholes for fixing. G I Strip: 22 g x 25 mm width G I Strip. Clamps: MS Clamps fabricated of required length and shape, havingthe size of 3/6 mm thick mild steel having 25/50 mm width (as per size of cable), rounded ends with wooden / resin cast gripfor holding the cable. Identification tags: For identifying root, connection position GI strip with identification mark / nameembossed / painted with arrangement to tie should be fix on cable or arrangement of ferrulesto be done. Hardware: SheetMetal (SM) screws of required sizes, plugs / wooden gutties, etc. Construction :- General: a) Irrespective of method of construction the cable ends shall be terminated with appropriate size &type of glands with lugs duly crimped, as directed by Site engineer. b) Wherever the cable has to be bent, the turning radiusshall be as mentioned in Table No 7/2. Grouping of cables shall be done with adequate distance between cables asmentioned in IS so as to minimize de-rating. Cables shall be tagged/ferruled with identification name / mark at the point fromwhere distribution starts and at ends. Bare earth wire of appropriate size as per Table no. 7/1 shall run along with the cable.Earth wire running with the cable shall be terminated at the earth terminal nearest to cable termination. Erection of Cable onSurface: Erection shall be done as per the routes and layout finalized, in perfect level and in plumb. Before fixing the cableshall be straightened as far as possible for good aesthetics look, continuous bare GI earth wire of required gauge as perTable No 7/1 shall be run. Cable with G I wire shall be fixed by saddles firmly clipped on cable and shall be fixed to wall withminimum 50 x 8 mm SM screws with plugs/wooden gutties, etc.(Distance between two supports / saddles shall be maximum 450 mm). Wooden gutties shall be used wherever required(Especially for stone wall).The entries made in wall, floor slab, etc for laying the cable shall be made good by filling andfinishing with plastering the same. Erection of Cable on Trusses: Cable along with bare GI earth wire, while erecting ontrusses, shall be firmly clamped by wrapping GI strip of 22 g, 25 mm width of required length fixed to truss with nuts andbolts. Erection of Cable on Pole: Cable along with bare GI earth wire, while erecting on pole, shall be firmly clipped bysuitable wooden / epoxy resin cast grips, clamped with 25 x 3 mm or50x6 mm MS strip of required lengthand fixed to polewith nuts and bolts. Laying of Cable in provided Trench/Pole: While laying Cable along with bare GI earth wire, utmost careshall be taken to prevent damage to the insulation of the cable and to the open end. Cable shall be brought out from trenchvertically straight (minimum 1.0 metre above G L). Care shall be taken to inspect the trench so that depth of cable shall notbe less than as shown in Table No 7/4. Suitable size of cable loopsshall be provided near termination point at adequate

7 EA-EPP

Material :- GI Pipe: As per specification no. (CW-PLB/GP) mentioned chapter 17.5; 1. 50mm dia x 3 meter long (In place of traditional GI pipe Earthing), for LV / MV applications. Or 2. 80 mm x 3 meterlong (In place of traditional copper plate Earthing), for HV/EHVapplications. Earthing Conductor: G.I strip/GI earth wire of size as per specifications given in Table No 9.1/1 ofSpecification book. GI Pipe: As per specification no. (CW-PLB/GP) mentioned chapter 17.5 for watering and asenclosure for Earth wire, as per specifications given in Table No 9.1/1 of Specification book. Hardware: Screw /nut bolts with required washer of dimensions, Rawl plug / clip/ ‘U’ Nails and material as per specifications given inTable No 9.1/1 of Specification book. Filling material: Coal /Charcoal/ salt as per specifications given in Table No9.1/1 of Specification book. as per specifications given in Table No 9.1/1 of Specification book. Lugs: As perspecification no. (CB-LG/AL, CB-LG/CU) mentioned in chapter 7.9 & 7.10 for Copper/ Aluminium lugs and as perspecifications given in Table No 9.1/1 of Specification book.Construction :- Earthing Pipe in pipe technology with ancillary materials shall be done by digging an 8” / 10” diahand bore 10.5’ deep sufficient to install the electrode in normal soil conditions. The space between the soil andthe electrode is filled up with electrolyte material mixed with the dug out mother soil, along with water and tightlypacked up to the base of the terminal. In rocky areas and under hard soil and sandy soil conditions the method ofinstallation will be as specified by manufacturer. Installation shall include drilling, welding, reverting, brazing andnut bolting pipe when ever required in an approved manner with required material such as nut bolts and washeretc. and with necessary brick masonry work as per the specification. (As per IS 3043 amended up to-date). As faras possible continuous GI strip shall be used but when ever jointing of strip is un avoidable, the jointing over lapportion must not be less than 21/2 times the width of the strip either welded/ brazed/soldered by all sides oroverlap of 6 inch with two nut bolts/ riveting of adequate size with required washer and covered by anti corrosivepaint as per approved jointing practice in the industry and as per directives from site engineer in-charge.Testing :- The value of each earth electrode shall be measured by earth tester in presence of site Engineer andrecord to be submitted.


Detailed Technical Specifications

Sub Estimate No III- Street Light works Sector 12 OF PCNTDA



Item No. of Sch-B


8 SW-SWR/MCB

Material :- General Specifications for MCB’s • MCB’s shall be of current limiting type, ISI marked confirms to IS8828 – 1996. • The power loss per pole shall be low and shall be in accordance with IS 8828 – 1996. • All cableentries shall be either from bottom or top. MCB’s shall be of C- curve characteristic & shall have quick make &break non-welding self wiping silver alloy contacts for 10 kA short circuit both on the manual & automaticoperation. • All the active, live parts of MCB’s should be out of human reach, ensuring safety & confirms to IP: 55degree of protection. • The MCB’s must house transparent label holder to ensure circuit identification. • TheMCB’s must have fully insulated safety shutters. • The MCB’s shall have lockable switching lever. • The Minimumelectrical endurance shall be 20,000 operations. • The housing of the MCB shall be mounted self-extinguishingDMC (Dough Moulding Compound). • The short circuit Current shall be brought to zero within 4 to 5 millisecondsfrom the time they are established. • All MCB’s shall have a minimum short circuit Capacity of 10kA RMS. Material: Single Pole / Single pole with Neutral / Double Pole / Triple pole / Four pole: MCB, ISI marked as per IS 8828 :1996 (IEC 60898) with hammer trip and watch mechanism15 arc plates,10 KA capacity with nominal rating of240/415V. Lugs: Copper lugs of suitable size as per (CB-CL/CU) in chapter 7.10 for Cable.Construction :- MCB shall be erected in provided enclosure / distribution board and terminating the provided wiresby copper lugs (crimping type) and connecting the same.

9 CB-LT/AL

Material :- Cables: Cables shall be PVC / XLPE of aluminium conductor as per Table no. 7/3 and of required construction,colour, shall carry ISI mark, IS No, manufacturer’s name, size, duly embossed / screen printed at every metre and havingthe total count of progressive length in meter at each mark. Earth wire: Galvanized Iron (G I) wire of appropriate gauge asper Table No 7/1. Glands: As per specification (CB-GL) Lugs: As per specification (CB-CL/AL) Saddles: Saddles fabricatedfrom GI sheet of required gauge and size depending on dia of cable either galvanized or painted with superior qualityenamel black paint with necessary shearing mechanical strength, semi circular shaped with extended piece having suitableholes for fixing. G I Strip: 22 g x 25 mm width G I Strip. Clamps: MS Clamps fabricated of required length and shape, havingthe size of 3/6 mm thick mild steel having 25/50 mm width (as per size of cable), rounded ends with wooden / resin cast gripfor holding the cable. Identification tags: For identifying root, connection position GI strip with identification mark / nameembossed / painted with arrangement to tie should be fix on cable or arrangement of ferrulesto be done. Hardware: SheetMetal (SM) screws of required sizes, plugs / wooden gutties, etc.Construction :- General: a) Irrespective of method of construction the cable ends shall be terminated with appropriate size &type of glands with lugs duly crimped, as directed by Site engineer. b) Wherever the cable has to be bent, the turning radiusshall be as mentioned in Table No 7/2. Grouping of cables shall be done with adequate distance between cables asmentioned in IS so as to minimize de-rating. Cables shall be tagged/ferruled with identification name / mark at the point fromwhere distribution starts and at ends. Bare earth wire of appropriate size as per Table no. 7/1 shall run along with the cable.Earth wire running with the cable shall be terminated at the earth terminal nearest to cable termination. Erection of Cable onSurface: Erection shall be done as per the routes and layout finalized, in perfect level and in plumb. Before fixing the cableshall be straightened as far as possible for good aesthetics look, continuous bare GI earth wire of required gauge as perTable No 7/1 shall be run. Cable with G I wire shall be fixed by saddles firmly clipped on cable and shall be fixed to wall withminimum 50 x 8 mm SM screws with plugs/wooden gutties, etc. (Distance between two supports / saddles shall bemaximum 450 mm). Wooden gutties shall be used wherever required (Especially for stone wall).The entries made in wall,floor slab, etc for laying the cable shall be made good by filling and finishing with plastering the same. Erection of Cable onTrusses: Cable along with bare GI earth wire, while erecting on trusses, shall be firmly clamped by wrapping GI strip of 22 g,25 mm width of required length fixed to truss with nuts and bolts. Erection of Cable on Pole: Cable along with bare GI earthwire, while erecting on pole, shall be firmly clipped by suitable wooden / epoxy resin cast grips, clamped with 25 x 3 mmor50x6 mm MS strip of required lengthand fixed to pole with nuts and bolts. Laying of Cable in provided Trench/Pole: Whilelaying Cable along with bare GI earth wire, utmost care shall be taken to prevent damage to the insulation of the cable andto the open end. Cable shall be brought out from trench vertically straight (minimum 1.0 metre above G L). Care shall betaken to inspect the trench so that depth of cable shall not be less than as shown in Table No 7/4. Suitable size of cableloopsshall be provided near termination point at adequate depth. Erecting cable in constructed Trench / duct: Erection of

11 SW-SWR/MFP

Material :- Incoming Isolator: 200 A Four Pole MCCB with 35 kA SC rating CRCA Sheet: 14 gauge Fabrication: Angle iron of required size.Bus bar strip: Aluminium strips with colour coding heat shrinkable sleeves Insulators: Bus bar insulators (Porcelain/Epoxy) Gasket: Rubber /Neoprene gasket Red Oxide: Red oxide paint /Primer Paint: Superior quality Enamel paint Hardware: MS nut bolts of required size andlength. MS Hinges, Self locks for door. Danger Board: Danger notice in Marathi & English Foundation material: Cement, Sand, water.Construction :- The mini feeder pillar shall be fabricated from 14 SWG CRCA sheet. The size of the chamber shall be 75 cm in height, 50cm in width and 35 cm in depth. The top cover (50 cm in width and 30 cm in depth) shall be fabricated in such a manner so as to haveslope on all four sides. The slope shall start at the centre of the chamber. Front door of the feeder pillar shall have self locking arrangement(minimum two) and shall be fixed as directed by the site engineer. The door shall be made water proof by fixing the rubber / neoprenegasket on the inner side. Necessary provision for ventilation shall be made on both side of feeder pillar chamber. These shall be completewith welded non ferrous metallic mesh so as to make it vermin proof. The entire fabricated chamber shall be fixed frame made from50x50x5 mm angle iron. Dimensions of the frame shall be as per the size of the frame and the depth of the legs shall be 50 cm. Theextended portion of the leg of frame shall be covered on all four sides with 14 SWG CRCA sheet duly fixed with suitable size of MS bolts &nuts. The chamber shall have removable bottom plate at the end of the frame, with holes of suitable diameter for incoming and outgoingcables. Four numbers of aluminium bars of 40 x 5 mm cross section with 35 cm in length for three phases & neutral duly covered withcolour coded PVC heat shrunk sleeves or covered with PVC insulation tapes with colour coding, shall be fixed inside the chamber onporcelain / epoxy insulators in staggered manner so as to facilitate the connections of cable leads. (Minimum two insulators shall beprovided), with main cable socket to each bar. The provided Four Pole MCCB of 500 V 200 A rating, shall be fixed on mounting made fromCRCA sheet at the bottom for terminating the incoming cable. The feeder pillar chamber door shall be fixed with enamel iron G.I. Sheet 18gauge caution board of size 200 mm x150 mm or have sticker pasted, as per I.S.2551 of 1982. The entire feeder pillar thus fabricated shallbe erected in cement concrete foundation (with excavation of soil) with 4 numbers of suitable size foundation bolts. The minimumdimensions of the cement concrete foundation shall be 60 cm in width, 50 cm in depth and 30 cm height.



Item No. of Sch-B


12 CB-SB

Material :- Box: 16 gauge CRCA sheet / FRP type with mounting arrangement for kitkat / MCB Bakelite connectors: Bakeliteconnector of 2/4 ways, 32A, 250 V. MS Clamps: Clamps fabricated of required length and shape, of 3 mm thick mild steelhaving 40 mm width. Hardware: 10 mm mild steel nuts and bolts. Paint for CRCA box: Superior quality aluminum / silverpaint or required shade enameled paint as per the requirement of site engineer. Primer / Red oxide: Superior quality primer /red oxide for use on sheet metal. Construction :- CRCA Sheet metal boxes: Box shall be fabricated from 16 gauge CRCA sheet as per dimensions specifiedin item, with minimum 3 mm fold on front side of the box so as to make it water proof (Rubber beading / gasket shall bepasted on the edges /asbestos rope beading). Edges of front cover shall be folded in such a manner so that it shall coverthe front opening of the box. The front cover shall be fixed either by screws or be hinged (as per requirement), with self-locking arrangement. There shall be provision of fixing connector / porcelain kitkat fuse / single pole MCB, inside the box.Provision of two holes of minimum 10 mm dia. for fixing bolt of clamp and one hole of required dia. for PVC wire leads, shallbe made at the rear side of the box and provision for holes of required dia. at bottom for fixing the cable gland of incomingand outgoing cables. Box shall have earth terminal. Box shall have anti rust treatment and be painted with two coats of redoxide and finally two coats aluminum / silver paint. Rubber gasket shall be provided for making the box watertight. Unlessand otherwise specified, the mounting height of the box shall be minimum 1750 mm from the finished ground level forfacilitating easy maintenance. FRP boxes: FRP boxes manufactured with minimum wall thickness of 2.7 mm either gray orblue in colour, having provision for fixing either porcelain kitkat fuse or Single pole MCB, 4 way bakelite connector, and withprovision of two holes of minimum 10 mm dia. for fixing bolt of clamp and one hole of required dia. for PVC wire leads, shallbe made at the rear side of the box and one hole of required dia. at bottom to for fixing the cable gland of incoming andoutgoing cables. The front cover shall be hinged, with locking arrangement and lock and key. The mounting height of thebox shall be minimum 1750 mm from the finished ground level for facilitating easy maintenance. Wherever required fixing ofbox shall be done with MS clamps of required length, so as to hold pipe pole / RSJ pole and shall be duly painted inapproved manner.

16 SRN-AS/PTG

Material :- Surface cleaning material: Iron brush and emery paper. Paint & Red Oxide:Epoxy red oxide, Epoxy Enamel paint, and Special thinner for painting.Construction :- Scrapping the existing paint of outer and inner surface of the weather shade with cleaning powder(Shade having an area of 3.5 Sq. mtr approx. on one side) and applying one coat of special primer red oxidemixed in special type thinner (844)in 1:3 proportion. After curing time of 6 hours, apply two coats of epoxy air drypaint (anticorrosive) of approved colour mixed in special type thinner complete (the job is to be carried out onsite).



Sr.No. ITEM USED IN ESTIMATE -SECTOR 12

Internal Point Wiring

1 PVC Casing-n-Capping

2 PVC Conduit

3 Cable Tray

4 FR grade point wiring cable

5 FR grade point wiring cable with yell or green mark for earthing

6 Moduler Switches

7 Moduler Sockets

8 16/20 A Moduler Switch & Socket

9 TV Socket

10 Telephone Sockets

11 Step Regulattor

12 Blanking Plates

13 Moduler Switch boxes/ Surface Box

14 Internal point wiring for electrical points

15 Internal point wiring for plug on board points

16 Internal point wiring for plug on fan points

17 Telephone Cable

18 TV RG- 11 Co-Axial Cable

19 Ding Dong Bell

20 LED T8 tube light

21 Ancher Fastener Fan Hook

22 SP MCB/ TPN MCB, FP MCB

23 RCCB

24 SPN & TPN DB

25 CRCA Sheet for Meter Panel

26 Cupper Earth Plate

27 Lightning Arrestor


Sub Estimate No II, III & VI - Internal point Wiring, HT & Infra Works, Street light




28 GI Strip for earthing

29 Energy Meter

30 Cu -BusBar Chember

31 Lift

32 Solar Photovoltic panel system

33 Fire Alarm system

34 Manual Call point

35 Fire Hooter

36 Fire Cable

37 FACP fore panel

38 Local Signal Control Panel

39 CCTV System

40 Cat- 6 Cable

41 Gigabit PoE Switch

42 UTP Connector (RJ-45)

43 Digital pure sine wave inverter for CCTV

44 TUBULAR Battery with terminals

45 Wall Mount Rack (

46 hard disk for data storage

47 LED Full HD Screen

48 NVR

49 Camera

HT and Infra Works

1 RMU

2 Transformer

3 HT Cable

4 HT Out door Termination

5 HT Indoor Termination

6 Straight through

7 Half Round RCC Hume pipe for HT Cable

8 RCC Hume pipe for road crossing




9 CRCA Sheet for feeder piller

10 Air Circuit Breaker

11 BusBar Chember

12 Copper and GI Earthing for nutral and body of equiment

13 CT Meter

14 transformer Plinth

15 Concrete

16 Cu/ GI Strips

17 LV Cable

18 HRC Fuge Cartridge

19 Diesel Generator

20 earthing for generator

21 AMF panel

22 MCB, MCCB

23 RCC Chambers for LV Cabling

24 Power Demand Panel

25 Fencing for substation

26 angle corner

27 substation door/ gate

28 Instruction Chart

29 rubber hand gloves

30 FIRE Bucket31 first aid box with necessary antisepticcream in substation32 D.C.P. type Fire Extinguisher33 Carbon Dioxide (CO2) fire extinguisher34 ATS35 MSEDCL SUPERVISION CHARGES36 HT LIASIONING &TESTING CHARGES

Street Light1 9 m hight street light pole2 Cable for light3 Cable between teo poles4 LED light fied on street light pole5 Pole bracket6 M-20 Pole foundation7 GI Pipe for Earthing8 Main cable for feeder piller9 FRP box




10 Energy meter for Street light



Name of the Work:- CONSTRUCTION OF AFFORDABLE HOUSING PROJECT EWS/LIG DWELLING UNITS - Sector 12 of PCNTDA

List Specification

Supplying, installing, Commissioning and testing of MRL TYPE Elevators, 16 passenger capacity,Ground+11 upper Floor in Sector 12- Affordable housing Project Under PMYA Building at PCNTDA- Pune as per following specifications.

Product: MRLDetails: MRLClear headroom from last stop FFL to overhead slab soffit- 4500 mm bottom pit depth- 1800 mm

Capacity:1088Kg, 16 passenger. speed( mps):1.50 mps RISE(M):35.00Meters approx.STOPS:11 Stops with ( all opening on the same side ).Controller type :.Drive : VF Regenerative ( Closed loop ). Power Supply: 400/415 Volts(3 phase A.C.). Operation: Full Collective operation. PLC ControlCar Group : Simplex Car . Machine: PM Gearless.Car Finish : Rear Mid panel =Stainless Steel*4 (Hairline) Rear Corner panel =Stainless Steel*4 (Hairline) Side panel =Stainless Steel*4 (Hairline)Front panel =Stainless Steel*4 (Hairline) False Ceiling type : LED with blowersFalse ceiling Finish : Stainless steel mirror Finish. Ventilation: blowersHand Rails. : Stainless steel mirror Finish handrail on Rear car panels.Flooring: Granite.Car Door Finish: Stainless steel*4(Hairline ). Landing Door Finish: Stainless steel*4(Hairline ). Fire Rated Doors: Fire Rating- 60 mins.shaft available Dimension( W x D ).2000 mm W x2500 mm D.Car Dimension ( W x D x H ) mm :1200mm W x2100 mm D x2150 mm H.Car & Hoist way Door type : Auto Telescopic Right or Left opening Doors. (possible viewing window with 2/3rd glass panel in doors)Door Opening ( W x H- mm ) : 1000 mm W x2000 mm H.Door operator: AC/DC Door Operator with close loopCOP : braille micro push buttons in ss finish with LCD displayHall Fixtures. : flush ss plate with dado

Hall Fixture ( Face Plate ) : Stainless Steel*4 (Hairline). Hall Buttons arrangements : Hall Buttons with HPl. Standerd Features. : Anti-nuisance Car Call protection, Overload Device, Nudging, Emergency Firemen's Service,

Emergency Car lights unit, Infrared Curtain Door protection, Door time Protection, Emergency Alaram Button, manual Rescue operation ,Auto Fan Cut Off, additional emergency rescue system inside car in the emergency after failure of ARD system and DG set

Option Included. : Car Chime Automatic Rescue operation, Voice Synthesizer, intercom, Audible Car Call Button, Emergency Power operation with necessary permission of Lift Inspector




NoSpecification

NoAdditional

Specifications

1

Cutting down trees including trunks and branches withgirths above 30cm to 60cm and stacking the materialsneatly with all lifts and lead of 1000m as directed andearth filling in the depression / pit if any


2.01MORTH 201


In Charge

2



2.02MORTH 201


In Charge

3Removing lime or lean cement concrete includingstacking the spoils as directed with all leads, lifts etc,complete.


46.12BDW 8 BDW 8 & As directed

by Engineer In Charge

4

Removing Np-2 and Np-3 class pipes includingstacking at road side as directed by the Engineer incharge. Upto 900mm dia and above. etc complete.




5Dismantling brick masonry in lime or cement mortarand stacking the materils as directed with all leads, liftsetc.




6

Excavation for roadway in earth, soil of all sorts, sand,gravel or soft murum including dressing section to therequired grade, camber and side slopes and conveyingthe excavated materials with all lifts upto a lead of50m. and spreading for embankment or stacking asdirected.


2.11MORTH 301

MORTH 301 Modern Machinery shall be used as directed by Engineer In Charge

7

Excavation for roadway in hard murum includingdressing section to the required grade, camber andside slopes and conveying the excavated materialswith all lifts upto a lead of 50m.and spreading forembankment or stacking as directed.


2.13MORTH 301


8

Excavation for roadway in hard rock by wedging andchiselling or line drilling including dressing section tothe required grade, camber and side slopes andconveying the excavated materials with all lifts upto alead of 50m. and spreading for embankment orstacking as directed.


2.16MORTH 301


9

Conveying materials obtained from road cuttingincluding all lifts, laying in layers of 20cm. to 30cm.breaking clods, dressing to the required lines, curves,grades and section, watering and compacting to notless than 97% of standard proctor density for a lead of300m. to 500m. inclusive, from the site of excavationto the site of deposition as directed.


2.26MORTH 305


In Charge

Sub Estimate No. II - Additional Specifications for Infrastructure like Roads, Storm Water Drains





NoSpecification

NoAdditional

Specifications

10



2.27MORTH 305


In Charge

11Providing dry rubble stone soling 15 cm. to 20 cm.thick including hand packing and compactingcomplete.


21.38BDA 12

Bd.A. 12 Page No. 264 & As directed by Engineer in charge.

12

Construction of granular sub-base by providing closegraded Material, mixing in a mechanical mix plant atOMC, carriage of mixed Material to work site,spreading in uniform layers with motor grader / Paveron prepared surface and compacting with vibratorypower roller to achieve the desired density, completeas per clause 401 -- Plant Mix Method and Grading - IIMaterial.


3.02MORTH 401


in charge.

13

Wet Mix Macadam -- Providing, laying, spreading andcompacting graded stone aggregate to wet mixmacadam specification including premixing theMaterial with water at OMC in mechanical mix plantcarriage of mixed Material by tipper to site, laying inuniform layers with paver in sub- base / base courseon well prepared surface and compacting withvibratory roller to achieve the desired density. LayingBy Grader/Paver.


3.23MORTH 406


in charge.

14

Prime coat - Providing and applying primer coat withbitumen emulsion on prepared surface of granularBase including cleaning of road surface and spraying,primer at the rate of 0.60 kg/sqm using mechanicalmeans.


3.29MORTH 502


in charge.

15

Providing and applying tack coat on the preparedsurface heating by flames in Boiler and sprayingbitumen with sprayer on Granular surface treated withprimer @ 2.75 kg/10 sqm with VG-30 bulk Bitumen.


3.32MORTH 503


in charge.

16

Providing and constructing 75 mm. thick ModifiedPenetration Macadam (MPM) road surface includingall materials, preparing the existing road surface,spreading 40 mm. stone metal layers 30% crusherbroken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying the bitumenof VG-30 grade @ 2 Kg/sqm, spreading 12 mm.sizechips compacting with three wheel static roller havingweight 8 to 10 MT. to achive the desired degree ofcompaction as per Technical Specification Clause 506etc. complete. Including picking of existing WBMsurface.


3.35MORTH

IRC-SP-20, 2002 Clause No.

8.7.3 & As directed by Engineer in charge.




NoSpecification

NoAdditional

Specifications

17

BITUMINOUS MACADAM: Proving and layingbituminous macadam using crushed aggregates ofGrading 2, premixed with bituminous binder,transported to site with VTS , laid over a previouslyprepared surface, finished to the required grade, level,alignment, and rolling to achieve the desiredcompaction for 50/75 mm compacted thickness with3.4 % VG-30 Bitumen. -- USING 80 TPH Batch mixtype hot mix plant with SCADA, Sensor Paver,Intelligent Compactor with compaction analyzer andVSat attachment.


3.41MORTH 504


in charge.

18

DENSE BITUMINOUS MACADAM: Proving and layingdense bituminous macadam using crushed aggregatesof grading 2, premixed with bituminous binder VG-30Bitumen @ 4.50 per cent by weight of total mix andfiller, transported to site with VTS , laid over apreviously prepared surface, finished to the requiredgrade, level, alignment, and rolling to achieve thedesired density for 50/75 mm compacted thickness.USING 80 TPH Batch mix type hot mix plant withSCADA, Sensor Paver, Intelligent Compactor withcompaction analyzer and V-Sat attachment with StoneDust filler.


3.45MORTH 505


in charge.

19

BITUMINOUS CONCRETE:- Providing and layingbituminous concrete using crushed aggregates ofgrading 2, premixed with bituminous binder @ 5.20 percent by weight of total mix and filler, transported to sitewith VTS , laid over a previously prepared surface,finished to the required grade, level, alignment, androlling to achieve the desired compaction for 30/40 mmcompacted thickness with VG-30 Bitumen,Excludingprime / tack coat. For Bitumen VG-30 bulk -- USING80 TPH Batch mix type hot mix plant with SCADA,Sensor Paver, Intelligent Compactor with compactionanalyzer and V-Sat attachment with Stone Dust filler.


3.49MORTH 507


in charge.

20



12.25BR 5A

BR.5 Page No. 105 and B.7,



employed

21



14.44BR

BR.50 Page No. 143 and B. 7,



employed




NoSpecification

NoAdditional

Specifications

22

Providing and laying in situ / ready mix M20 controlledcement concrete of trap/ granite/ quartzite/ gneissmetal for RCC work in solid/ deck slab etc. includingramming, vibrating, curing, formwork, centering andfinishing in cement plaster excluding reinforcement etc.complete. (height up to 4 meter with fully automaticmicro processor based PLC with SCADA enabledreversible drum type mixer/ concrete batch mix plant(pan mixer) with natural /artifical sand).


14.07BR 38A

BR.38(a) Page No. 135 and B.

7, Page No.38 & As directed by Engineer


employed

23

Providing cast in situ / ready mix M20 grade cementconcrete for head walls of CD work / retaining wallsetc. including necessary form work, compaction,finishing and curing etc. complete. (with reversibledrum type mixer/ concrete batch mix plant (pan mixer)with SCADA with Natural / VSI standard Artificial Sand,cement 4.05 bags/cumt).


11.29CD

CD 8 Page 163 & As directed by Engineer


employed

24

Providing, cutting, bending, hooking, tying and laying inposition TMT FE 500 steel bars for reinforcement forall RCC works as per detailed drawings etc. complete.


14.01BR 35A

BR.35 Page No. 134 & As directed by

Engineer in Charge and percentage

elongation shall at least be 20%

25

Providing and fixing heavy duty inter locking concreteRUBBER MOULD GLOSSY PAVING BLOCKS of 60millimeter thickness of having a strength of 400Kg/sq.m of approved quality and shape on a bed ofcrushed sand of 25 to 30 millimeter thick includingstriking joints and cleaning etc. complete. (using 100%crushed sand).


33.53BDM 12

Bd. M-12 page No. 385 & As directed by Engineer in Charge

26

Providing and laying concrete pipes of I.S.NP. class of300mm diameter in proper line, level and slopeincluding necessary collars, excavation, laying, fixingwith collars in cement mortar 1:1 and refilling thetrench complete.


42.09BDV 41

Bd.V.41, Page No. 573 & As directed by Engineer in Charge

27

Providing and laying cement concrete pipe of IS458:2003 NP-2 class of 450mm diameter in properline, level and slope including providing and fixingcollars in cement mortar 1:2 and curing etc. complete.


11.08CD 7

CD.7 Page.No. 162 & As directed by

Engineer in Charge

28

Providing and laying cement concrete pipe of IS458:2003 NP-3 class of 900mm diameter in properline, level and slope including providing and fixingcollars in cement mortar 1:2 and curing etc. complete.


11.16CD 7

CD.7 Page.No. 162 & As directed by

Engineer in Charge

29

Providing and applying priming coat on concrete/masonary/ Asbestos Cement plastered surfacesincluding scaffolding if necessary, preparing thesurface by thoroughly cleaning oil, grease, dirt andother foreign matter and sand papering as requiredetc. complete.


35.21BDO 8E BDO 8E & As directed





NoSpecification

NoAdditional

Specifications

30

Providing and applying two coats (exterior quality) offlat oil paint of approved colour and shade to theplastered surface in buildings and workshops includingscaffolding if necessary, cleaning the surface andpreparing surface etc. complete. (excluding primercoat).


35.11


Charge.

31

Road Marking with Hot Applied ThermoplasticCompound with Reflectorizing Glass Beads onBituminous Surface- Providing and laying of hotapplied thermoplastic compound 2.5 mm thickincluding reflectorizing glass beads @ 250 gms persqm area, thickness of 2.5 mm is exclusive of surfaceapplied glass beads as per IRC:35 .The finishedsurface to be level, uniform and free from streaks andholes.complete.


6.35

MORTH 803.4

MORTH 803.4 & As directed by Engineer

inCharge.

32

Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of 600 mm made out of1.5mm aluminum sheet bonded with white retroreflective sheeting of Class B ( Type IV High intensitymicro-prismatic grade sheeting- HIP) having pressuresensitive/heat activated adhesive retoreflectivespecified back ground, border and back sideretoreflctive symbols, letters, numerals, arrow as perIRC:67- 2012 Table No 8.3 Supported with backsupport frame 25mm x 25mm x 3mm, duly painted onback side with grey stove enamel paint and supportedon one no. of M. S. angle iron post of size 65 mm X 65mm X 6 mm, 3.45 m long, duly painted with with flat oilpaint having alternate black and white bands of 25 cmwidth including G.I. fixtures etc; fixing the boards inM25 grade concrete block of size 60cm X 60cm X75cm including transportation etc; complete. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from themanufacturer and authorised distributor/convertorissued for field performance including the screenprinted areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate inoriginal should be submitted to the Engineer in chargeby the contractor/supplier.


6.60MORTH 801


in Charge




NoSpecification

NoAdditional

Specifications

33

Providing and fixing of retro- reflectorised informatorysign board rectangular/Square in shape having areagreater than 0.9 square meter made out of 2mmaluminum sheet bonded with white retro reflectivesheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting- HIP) having pressuresensitive/heat activated adhesive retoreflectivespecified back ground, border and back sideretoreflctive symbols, letters, numerals, arrow as perIRC:67-2012 Table No 8.3, supported with backsupport frame 25mm x 25mm x 3mm, duly painted onback side with two coats of grey stove enamel paintand supported on two no. mild steel angle iron post 75mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to theground by means of properly designed foundation withM25 grade cement concrete 45 cm x 45 cm x 60 cm,60 cm below ground level as per approved drawingThe angle iron post shall be duly painted with one coatof epoxy primer and two coats of epoxy finish paintshaving alternate black and white bands of 25 cm widthincluding GI fixures and transportationetc.complete.The nut bolts of board with angle ironpost/supporting structure after fixing at site has to beelectrically welded. Class B ( Type IV High intensitymicro-prismatic grade sheeting-HIP) sheeting shallhave 7 years written warranty from the manufacturerand authorised distributor/convertor issued for fieldperformance.


6.88MORTH 801


in Charge

34


Sr.No15 Page No.

356


charge.




NoSpecification

NoAdditional

Specifications

1

Cutting down trees including trunks and branches withgirths above 30cm to 60cm and stacking the materialsneatly with all lifts and lead of 1000m as directed andearth filling in the depression / pit if any


2.01MORTH 201


In Charge

2



2.02MORTH 201


In Charge

3

Cutting down trees including trunks and branches withgirths above 90cm to 180cm and stacking thematerials neatly with all lifts and lead of 1000m. Asdirected and earth filling in the depression/pit if any.


2.03MORTH 201


In Charge

4

Clearing and grubbing road land including uprootingrank vegetation, grass, bushes, shrubs, saplings andtrees girth up to 300 mm, removal of stumps of treescut earlier and disposal of unserviceable materials andstacking of serviceable material to be used orauctioned up to a lead of 1000 metres includingremoval and disposal of top organic soil not exceeding150 mm in thickness.


2.09MORTH 201


In Charge









7

Excavation for roadway in earth, soil of all sorts, sand,gravel or soft murum including dressing section to therequired grade, camber and side slopes and conveyingthe excavated materials with all lifts upto a lead of50m. and spreading for embankment or stacking asdirected.


2.11MORTH 301


8

Excavation for roadway in hard murum includingdressing section to the required grade, camber andside slopes and conveying the excavated materialswith all lifts upto a lead of 50m.and spreading forembankment or stacking as directed.


2.13MORTH 301


9

Excavation for roadway in hard rock by wedging andchiselling or line drilling including dressing section tothe required grade, camber and side slopes andconveying the excavated materials with all lifts upto alead of 50m. and spreading for embankment orstacking as directed.


2.16MORTH 301



Sub Estimate No. II - Additional Specifications for Land Levelling




NoSpecification

NoAdditional

Specifications

10

Conveying materials obtained from road cuttingincluding all lifts, laying in layers of 20cm. to 30cm.breaking clods, dressing to the required lines, curves,grades and section, watering and compacting to notless than 97% of standard proctor density for a lead of300m. to 500m. inclusive, from the site of excavationto the site of deposition as directed.


2.26MORTH 305


In Charge

11



2.27MORTH 305


In Charge

12

Construction of granular sub-base by providing closegraded Material, mixing in a mechanical mix plant atOMC, carriage of mixed Material to work site,spreading in uniform layers with motor grader / Paveron prepared surface and compacting with vibratorypower roller to achieve the desired density, completeas per clause 401 -- Plant Mix Method and Grading - IIMaterial.


3.02MORTH 401


in charge.

13

Wet Mix Macadam -- Providing, laying, spreading andcompacting graded stone aggregate to wet mixmacadam specification including premixing theMaterial with water at OMC in mechanical mix plantcarriage of mixed Material by tipper to site, laying inuniform layers with paver in sub- base / base courseon well prepared surface and compacting withvibratory roller to achieve the desired density. LayingBy Grader/Paver.


3.23MORTH 406


in charge.

14



12.25BR 5A




employed

15



14.44BR

BR.50 Page No. 143 and B. 7,



employed

16

Providing cast in situ / ready mix M20 grade cementconcrete for head walls of CD work / retaining wallsetc. including necessary form work, compaction,finishing and curing etc. complete. (with reversibledrum type mixer/ concrete batch mix plant (pan mixer)with SCADA with Natural / VSI standard Artificial Sand,cement 4.05 bags/cumt).


11.29CD

CD 8 Page 163 & As directed by Engineer


employed




NoSpecification

NoAdditional

Specifications

17

Providing and laying in situ cement concrete M -30with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125micron thickness with groove cutting of 4 mm wide and20 mm deep with necessary refilling with bitumen (excluding reinforcement) with V.S.I. quality ArtificialSand. etc. complete


5.22MORTH



employed .

18



14.01BR 35A




19

Providing and fixing factory made Hydraulicallypressed Mechanically vibrated and compacted precastinter locking cement concrete paving blocks 100MMthick in M-40 grade of approved size and shape forCity streets and roads with high volume/ heavy trafficeas specified and as per IS 15658:2006 including costof all materials, manufacturing, curing, transportationof blocks to work site including loading, unloading andstacking as directed, laying paving blocks in positionover prepared bed of natural sand / crushed sand of50 mm thickness including necessary excavation in allstratas, spreading blindge of fine sand over theprepared bed, compacting blocks by plate vibrator etc.complete


5.21

MORTH410.3.6

IRC-SP-63 & As directed by Engineer

in Charge

20

Providing and laying weep holes of 100 mm diameterAC/PVC pipes as per drawing for abutment returns,return walls etc. Complete.


17.37BR

MORT&H (5th Rev.) 2705, 2706 & As

directed by Engineer in Charge

21



35.25BDO


charge.

22

Road Marking with Hot Applied ThermoplasticCompound with Reflectorizing Glass Beads onBituminous Surface- Providing and laying of hotapplied thermoplastic compound 2.5 mm thickincluding reflectorizing glass beads @ 250 gms persqm area, thickness of 2.5 mm is exclusive of surfaceapplied glass beads as per IRC:35 .The finishedsurface to be level, uniform and free from streaks andholes.complete.


6.35

MORTH 803.4

MORTH 803.4 & As directed by Engineer

inCharge.

23


Sr.No15 Page No.

356


charge.



Item No. Item of Work DSR Item No Specification

NoAdditional

Specifications

1

Excavation for foundation in earth, soil of all types,sand, gravel and soft murum, including removingthe excavated material up to a distance of 50 mbeyond the building area and stacking andspreading as directed, dewatering, preparing thebed for the foundation and necessary back filling,ramming, watering including shoring and struttingetc. complete. (Lift upto 1.5 m.)


21.02BDA 1

Bd.A.1 Page No. 259 Modern

Machinery shall be used as directed by Engineer In

Charge

2

Excavation for foundation in hard murum includingremoving the excavated material up to a distance50 metres, beyond the building area and stackingand spreading as directed, dewatering, preparingthe bed for the foundation and necessary backfilling, ramming, watering including shoring andstrutting etc. complete. (Lift upto 1.5m.)


21.06BDA 2



Charge

3

Excavation for foundation in hard murum andboulders including removing the excavated materialup to a distance 50 metres, beyond the buildingarea and stacking and spreading as directed,dewatering, preparing the bed for the foundationand necessary back filling, ramming, wateringincluding shoring and strutting etc. complete. (Liftfrom 1.5m.to 3.0m)


21.12BDA 3



Charge

4

Excavation for foundation in Hard rock by chiselling,wedging, line drilling, etc. including trimming andlevelling the bed, removing the excavated materialupto a distance of 50 metres beyond the buildingarea stacking as directed, dewatering and backfilling with available earth/ murum watering,ramming etc. complete. (Lift upto 1.5 m).


21.20BDA 6



Charge

5

Transportation of excavated material murum, earth for a lead of 500m. inclusive, from the site of excavation to the site of deposition as directed.


C1 Statement


charge.

6

Providing preconstructional antitermite treatment asper I.S. 6313 (Part-II) by treating the bottom surfaceand sides of excavation at the rate of 5 litres ofemulsion concentrate of 1.0 percent ofchlorophyrifos per square meter of surface areacovering 10 years guarantee on bond paper.


21.22BDW


charge.


Sub Estimate II - Additional Specifications - UGWT




NoAdditional

Specifications

7

Providing and laying Cast in situ/ Ready Mixcement concrete in M-10 of trap/ granite/ quartzite/gneiss metal for foundation and bedding includingbailing out water, formwork, laying/ pumping,compacting, roughening them if special finish is tobe provided, finishing if required and curingcomplete, with fully automatic micro processorbased PLC with SCADA enabled reversible DrumType mixer/concrete Batch mix plant (Pan mixer)etc. complete. With V.S.I. quality Artificial Sand.


24.01BDE 1

Bd. E. 1 Page No. 287 & As directed

by Engineer in charge. Also


employed

8

Providing and laying in situ/ Ready Mix cementconcrete M-25 of trap/ granite/quartzite/ gneissmetal for R.C.C. work in foundations like raft, stripfoundations, grillage and footings of R.C.C.columns and steel stanchions etc. including bailingout water, formwork, laying/ pumping cover blocks,compaction and curing roughening the surface ifspecial finish is to be provided, (Excludingreinforcement and structural steel) etc. complete,with fully automatic micro processor based PLCwith SCADA enabled Reversible Drum Type mixer/concrete Batch Mix plant (Pan mixer) etc.complete, with V.S.I. quality artificial Sand.


25.13BDF 3


Page No.38 & As directed by Engineer in charge. Also


employed

9

Providing and laying Cast in situ/ Ready Mixcement concrete M-25 of trap/ granite/ quartzite/gneiss metal for R.C.C. Slabs and Landings as perdetailed designs and drawings including centering,formwork, cover blocks, laying/ pumping,compaction finishing the formed surfaces withcement mortar 1:3 of sufficient minimum thicknessto give a smooth and even surface or roughening ifspecial finish is to be provided and curing etc.complete, (Excluding reinforcement and structuralsteel) with fully automatic micro processor basedPLC with SCADA enabled Reversible Drum Typemixer/ concrete Batch Mix plant (Pan mixer) etc.complete, with natural sand/ V.S.I. quality ArtificialSand.


25.72BDF 8




employed

10

Providing and laying Cast in situ/ Ready Mixcement concrete in M-25 of trap/ granite/ quartzite/gneiss metal for R.C.C. Pardi of required thicknessincluding centering, formwork, cover blocks, laying/pumping, compacting, curing, finishing androughening them if special finish is to be providedand curing complete, (Excluding reinforcement andstructural steel) with fully automatic micro processorbased PLC with SCADA enabled Reversible DrumType mixer/ concrete Batch Mix plant (Pan mixer)etc. complete, with V.S.I. quality Artificial Sand.


26.19BDF 11


Page No. 38 & As directed by Engineer in charge. Also


employed




NoAdditional

Specifications

11



26.33BDF 17

Bd.F.17, Page No. 306 As directed by Engineer in Charge


least be 20%

12

Providing and applying water proofing treatmentusing acrylic polymer modified cement based waterproofing coating with fibre glass mesh mixing at therate of powder to liquid (2:1) by weight covering 9 to10 sqm /kg with two coat using Dr. Fixit or alike ofchemicals for masonry and concrete surface bybrush covering 7 years guarantee on Stamp Papersetc. complete.


31.09BDJ


charge

13

Providing and fixing 20 to 25 mm thick roughshahabad box type waterproofing for basement orunderground floor on a base of Cement concrete1:3:6, including sub base of 2.50 centimeter thickCement mortar 1:3 with conceal, secrete (RMW),Algae proof or other alike waterproofing liquids,raking of joints upto 35 mm depth, filling the jointswith 6 mm size crushed metal, hand grouting withcement slurry, curing and cleaning, with 7 yearsguarantee on court fee stamp of Rs. 100/- withponding test etc complete. (excluding Cementconcrete 1:3:6 base concrete )


31.12BDJ

Bd.J.2 Page No. 355 & As directed

by Engineer incharge

14


Sr.No15 Page No. 356


charge

15

Providing and laying cast in situ/ Ready Mix cementconcrete M-25 of trap/ granite/ quartzite/ gneissmetal for R.C.C. columns as per detailed designsand drawing or as directed including centering,formwork, cover blocks, laying/ pumping,compaction finishing the formed surfaces withcement mortar 1:3 of sufficient minimum thicknessto give a smooth and even surface or roughening ifspecial finish is to be provided and curing etc.complete, (Excluding reinforcement and structuralsteel) with fully automatic micro processor basedPLC with SCADA enabled Reversible Drum Typemixer/ concrete Batch Mix plant (Pan mixer) etc.complete with V.S.I. quality Artificial Sand.


25.33BDF 5

Bd.F.5 Page No. 300 and B-

7,Page No 38. & As directed by

Engineer in charge. Also


employed




NoAdditional

Specifications

16

Providing and laying Cast in situ/ Ready Mixcement concrete M-25 of trap/ granite/quartzite/gneiss metal for R.C.C. Beams and Lintels as perdetailed designs and drawings or as directedincluding centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface ifspecial finish is to be provided and curing etc.complete. (Excluding reinforcement and structuralsteel), with fully automatic micro processor basedPLC with SCADA enabled Reversible Drum Typemixer/ concrete Batch Mix plant (Pan mixer) etc.complete with V.S.I. quality Artificial Sand.


25.52BDF 6




employed

17

Providing and fixing 45 cm wide mild steel ladder of40mm x 6 mm mild steel flat stringers and steps of18 mm dia. mild steel bar for water tank ncludingfixing it in (1:2:4) M-15 cement concrete block 60cmx 30cm x 30cm and painting the ladder complete.(Anti Corossive Paint)


41.56BDV 19

Bd. V. 19 Page No. 559 & As directed

by Engineer incharge

18

R.C.C.Chamber cover with frame 90cm*45cm Heavy Duty 225kg


Sr.No389 Page No. 353


charge




NoSpecification

NoAdditional

Specifications









3

Excavation for foundation in earth, soil of all types,sand, gravel and soft murum, including removing theexcavated material up to a distance of 50 m beyondthe building area and stacking and spreading asdirected, dewatering, preparing the bed for thefoundation and necessary back filling, ramming,watering including shoring and strutting etc. complete.(Lift upto 1.5 m.)


21.02BDA 1



4

Excavation for foundation in hard murum includingremoving the excavated material up to a distance 50metres, beyond the building area and stacking andspreading as directed, dewatering, preparing the bedfor the foundation and necessary back filling, ramming,watering including shoring and strutting etc. complete.(Lift upto 1.5m.)


21.06BDA 2



5

Excavation for foundation in hard murum and bouldersincluding removing the excavated material up to adistance 50 metres, beyond the building area andstacking and spreading as directed, dewatering,preparing the bed for the foundation and necessaryback filling, ramming, watering including shoring andtrutting etc. complete. (Lift upto 1.5m.)


21.10BDA 3



6

Excavation for foundation in Hard rock by chiselling,wedging, line drilling, etc. including trimming andlevelling the bed, removing the excavated materialupto a distance of 50 metres beyond the building areastacking as directed, dewatering and back filling withavailable earth/ murum watering, ramming etc.complete. (Lift upto 1.5 m).


21.20BDA 6



7



12.25BR 5A




employed


Sub Estimate No. IV - Additional Specifications for Compound Wall & Gates




NoSpecification

NoAdditional

Specifications

8

Providing and laying in situ/Ready Mix cementconcrete M-20 of trap / granite /quartzite/ gneiss metalfor R.C.C. work in foundations like raft, stripfoundations, grillage and footings of R.C.C. columnsand steel stanchions etc. including bailing out water,formwork, laying/pumping cover blocks, compactionand curing roughening the surface if special finish is tobe provided (Excluding reinforcement and structuralsteel) etc. complete, with fully automatic microprocessor based PLC with SCADA enabled reversibleDrum Type mixer/ concrete Batch mix plant (Panmixer) etc. complete. With natural sand/V.S.I. qualityArtificial Sand.


25.11BDF 3




employed

9

Providing and laying Cast in situ/Ready Mix cementconcrete M- 20 of trap / granite /quartzite/ gneiss metalfor R.C.C. columns as per detailed designs anddrawing or as directed including centering, formwork,cover blocks, laying/pumping, compaction finishing theformed surfaces with cement mortar 1:3 of sufficientminimum thickness to give a smooth and even surfaceor roughening if special finish is to be provided andcuring etc. complete,(Excluding reinforcement andstructural steel).with fully automatic micro processorbased PLC with SCADA enabled reversible DrumType mixer/ concrete Batch mix plant (Pan mixer) etc.complete. With natural sand/V.S.I. quality ArtificialSand.


25.31BDF 5


Page.No. 38 & As directed by Engineer


employed

10

Providing and laying Cast in situ/Ready Mix cementconcrete in M-20 of trap/ granite/ quartzite/ gneissmetal for R.C.C. pardi of required thickness includingcentering, formwork, cover blocks, laying/pumping,compacting , curing , finishing and rougheningthem ifspecial finish is to be provided and curingcomplete.(Excluding reinforcement and structuralsteel).with fully automatic micro processor based PLCwith SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With natural sand/V.S.I. quality Artificial Sand.


26.17BDF 11




employed

11



14.01BR 35A







NoSpecification

NoAdditional

Specifications

12

Providing and erecting Chain link fencing 0.6 M. heightwith G.I. chain link of size 50 x 50 mm 8 guage thickand fixed 75 mm above Pardi level vertical M.S Angleof 40 x 40 x 6 mm size embedded in concrete pardi at1.75 M.c/c with iron bar 16 mm dia as hold fastincluding welding link with angle frame at 30 cm c/cnuts and bolts and horizontal M.S. Angles at top andbottom of 25 x 25 x 5 mm size and vertical M.S. flat 35x 5 mm and 25 x 5 mm horizontal including crosssupport of 40 x 40 x 6 mm Angles both sides at everycorner or bends embedded in concrete pardi including3 coats of oil painting etc. complete.

As directed by Engineer in Charge

13

Providing and fixing mild steel grill gate with angle ironframe 65mm x 65mm x 10mm with iron bars at 150mmC/C and diagonal flats as per the detailed drawingincluding hinges, pivot block locking arrangement,welding riveting and oil painting of three coats ofapproved shade Weight of gate 35 Kg/Smt.


44.10BDW 6

Bd.W.6 Page No.585 & As directed by

Engineer in Charge

14



35.25BDO


charge.

15


Sr.No15 Page No.

356


charge.



Sr.No Description of Activity % Break Down

1 RCC Work in Super Structure 3.5% per Floor

2 Flooring, Skirting, Dado, Internal Painting, Doors and Windows, Railing, Fire Door 2.75% per Floor

3 Water Proofing, External Plaster, External Painting, 3.75% per entire Building

4Internal Electrification, Sanitary, Water Supply, Fire Fighting, Solar Water & Balance misc. items.

22.5% per entire Building

5 After Part Completion and handing over entire building to employer 4% per entire Building

6 After Virtual completion of the project. 1 % per entire Building

Name of Work : Project 2 - Construction of Affordable Housing Project 1528 EWS and 783 LIG Dwelling Units in Sector 12 of PCNTDA

Percentage Break Down Schedule for Sub Estimate V & VI (Building wise)



Documents

PIMPRI CHINCHWAD NEW TOWN DEVELOPMENT AUTHORITY … 3.pdf · Bidder shall download and print this sheet, ... The Bidders will be reimbursed quality control testing charges of tests