Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date23 Dec 2024
Closing Date1 Jan 2025
Tender Amount₹ 47,09,009 
Notes
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Costs

Summary

Wss Undr Jjm Wthin Killa Rd Blck/sh- Extnsn Pvc Pipeline For Connectn Fhtc From Sbdtw Schms In/c Instlltn Pump Mtr, Commissionng Etc Undr Dws Sd, Killa Durng Year 2024-25. (gr-i)

Description

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BOQ Items

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Providing and fitting fixing of steel sheet enclosed switch fuse unit( suitable for DIN fuses), tripple pole with neutral link(TPN), 415/500 volt, L&T/Havels/BCH make etc complete as per specification and direction of the Er-in-charge. i) 32 amps

10

5266

52660

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Supplying and fitting fixing of single phase motor starter panel unit 3.0 HP capacity comprising with 2 pole conductor, over load relay, capacitor, volt meter, of BCH/L&T make with necessary copper wire etc. complete as per direction of the Er-in-charge.

10

4407

44076

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Providing and fixing G.I. pipes of medium class as per IS: 1239 with latest amendment complete with G.I. fittings and clamps, including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-charge. A. Internal work - Exposed on wall ( i ) 40 mm dia nominal bore

510

618

315639

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Providing and fixing fixing of housing clamp ( made with 12 mm thick MS sheet) alongwith well cap ( made with 10 mm thick MS sheet) with necessary arrangements for SBDTW as per CPWD specification and direction of the Engineer-in-charge. i ) 150 mm dia

10

3909

39095

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Excavating trenches of required width for pipes,cables etc. including excavation for sockets, dressing of sides where required, ramming of bottoms, depth up to 1500 mm (slpoe-1 in 200) including getting out the excavated soil and bacfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per chapter-2 of CPWD specification and direction of the Engineer-in-charge. A) For UPVC pipes in new work ……. a)In all kinds of soil ( i)For pipes not exceeding 90 mm dia.

8000

87

700800

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Providing, fixing and laying rigid UPVC pipes conforming to IS: 4985 jointing with couplers, of same class conforming to IS: 10124 Pt- II ) solvent cement conforming to IS: 14182 including testing of joints complete( but excluding the cost of specials like bend, tees, etc which will be paid separately) as per CPWD specification and direction of the Engineer-in- charge..... A)Class-3( Working pressure6.0kg/cm2 ). (i) 40 mm OD

8000

89

718400

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Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer-in-charge.( cost of earth work and fittings will be paid separately) a) 15 mm dia

4320

57

247536

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b) 25 mm dia

5000

74

373500

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c) 32 mm dia

10000

83

833000

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Providing and fixing brass ferrule with CI cover conforming to IS: 2692 in/c boring and tapping the main as per CPWD specification and direction of the Er-in-charge. i) 15 mm nominal bore.

240

382

91848

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Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-charge. i) 15 mm dia

240

131

31440

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ii) 25 mm dia

20

217

4340

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iii) 32 mm dia

20

387

7742

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Providing & fixing in position PVC hydrant post of 110 mm dia and 1000 mm long with cement concrete 1:5:10 (1 cement:5 sand:10 brick aggregate 1st class 40 mm nominal size) inside the post, 300 mm shall be kept below ground level in/c. proviging and embedding 15 mm dia. G.I. pipe(medium class) 750 mm long with necessary G.I. fittings like elbow 2 nos, socket 1 no, 150 mm long nipple 2 nos. CI long handle bib cock 1 no. and painting the pipe with water proofing paint and necessary writing with earth work in/c refilling complete as per CPWD specification and direction of the Engineer-in-charge.

240

1355

325414

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Providing and fixing in position RCC platform of size 1000 x 1000 x 75 mm with curb of size 50 x 75 mm and keeping an opening of 100 mm long in a suitable place for draining out of water of size 1500 mm long 125 mm wall thickness ( made with reinforced cement concrete 1 : 2 : 4 ( 1 cement: 2 sand : 4 brick aggregate 20 mm nominal size) and steel reinforecement (TMT bars) 7 nos, 8 mm di in both direction in/c. plastering the exposed surface with 12 mm thick cememnt mortar 1 : 4 ( 1cement :4 sand) finished with a floating coat of neat cement) complete with all earth work required in.c refilling as per direction of the Engineer-in-charge.

240

1906

457673

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Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer-in-charge. (i) 40 mm dia

30

470

14112

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Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification and direction of the Engineer-in-charge. I ) by manual means

60

619

37158

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Providing and fixing G.I. Equal Tee with the pipeline in/c. testing of joints complete as per CPWD specification and direction of the Engineer-in charge. i) 32 x 32 x 32 mm dia

20

252

5046

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ii) 40 x 40 x 40 mm dia

10

289

2893

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Providing and fixing G.I. un-Equal Tee with the pipeline in/c. testing of joints complete as per CPWD specification and direction of the Engineer-in charge. (i) 32 x 32 x 25 mm dia

20

215

4318

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Providing and fixing G.I. Reducer with the pipeline in/c. testing of joints complete as per CPWD specification and direction of the Engineer-in charge. (i) 32 x 25 mm dia

20

151

3024

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Earth work in excavation by mechanical means(Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil

4.05

231

938

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:- (i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)

4.05

9938

40251

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12 mm cement plaster of mix : ( i ) Cement mortar 1:4 (1 cement : 4 fine sand )

9

224

2018

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Neat cement punning .

9

56

511

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Charges for single phase Electric service connection within 30.00 mtr. Distant from source for trial runs and commissioning of the schemes in all respect as per direction of Engineer-in-charge.

10

1618

16180



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