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 Date6 Feb 2025
Closing Date27 Feb 2025
Tender Amount₹ 9,70,066 
Notes
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Costs

Summary

Drinking Water Supply Arrangement At Diff Arws/rws/nrdwp/ridf/jjm Retrofitting Schemes Under Mohanpur R.d Block/sh Mtc. Of Leakages In The C.i, D.i Pvc Pipeline, Removal Of Deposited Clouded Iron During The Year 24-25

Description

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BOQ Items

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iii) 90 mm OD

300

271

81420

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iv) 110 mm OD

100

372

37210

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v) 140 mm OD

50

612

30640

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Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.

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-

-

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i) 40 mm dia

3

161

483

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ii) 50 mm dia

3

190

570

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90 mm dia

5

298

1494

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110 mm dia

5

356

1782

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140 mm dia

5

466

2334

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Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.

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-

-

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90 mm dia

3

148

446

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Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.

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-

-

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i) 40 x 40 mm dia

5

232

1160

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ii) 50x50 mm dia

5

262

1313

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iii) 90 x 90 mm dia

2

352

704

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iv) 110 x 110 mm dia

2

580

1161

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v) 140 x 140 mm dia

2

818

1636

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Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.

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-

-

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50x40 mm dia

5

172

860

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110 x 90 mm dia

2

321

642

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140 x 110 mm dia

2

426

854

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Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A. External work.

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-

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i) 15 mm dia. nominal bore

50

254

12700

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ii) 25 mm dia. nominal bore

10

399

3995

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Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge.

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-

-

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i) 10 mm nominal bore

50

358

17920

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Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.

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-

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i) 100 mm dia A.P.N 1.6

2

5561

11122

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ii) 125 mm dia A.P.N 1.6

2

6662

13324

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iii) 150 mm dia A.P.N 1.6

2

8238

16477

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Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per CPWD specification and direction of the Engineer - in - charge.

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-

-

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i) 100 mm dia

30

455

13674

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ii) 125mm dia

30

463

13908

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iii) 150 mm dia

20

469

9396

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Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge.

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-

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i) 15 mm dia 150 mm long

50

68

3430

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ii) 15 mm dia 250 mm long

50

74

3730

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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

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-

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i) 15 mm dia

200

57

11460

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ii) 25 mm dia

50

74

3735

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Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge

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-

-

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ii) 100 mm dia Ductile Iron Class K-7 pipes

10

1861

18611

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iv) 150 mm dia Ductile Iron Class K-7 pipes

30

2602

78060

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Excavating trenches of required width for pipes, cables etc. in/c excavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500mm (Slope-1 in 200) in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layers not exceeding 200mm in depth in/c 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.

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-

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A. For UPVC pipes in new work. a) In all kinds of soil. i) For pipes not exceeding 90mm dia.

1350

87

118260

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ii) For pipes exceeding 90mm dia but not exceeding 300mm dia.

150

106

15960

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B. For G.I. / C.I. / D.I. pipes in new work a. In all kinds of soil i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia

40

133

5352

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C. For UPVC pipes in old work. a) In all kinds of soil. i) For pipes not exceeding 90mm dia.

50

100

5035

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ii) For pipes exceeding 90mm dia but not exceeding 300mm dia.

100

122

12240

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D. For G.I. / C.I. / D.I. pipes in old work a. In all kinds of soil i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia

80

153

12312

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Providing, fixing and laying fabricated UPVC socket / coupler conforming to IS : 10124 ( Part 2 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.

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-

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i) 90 mm dia

10

212

2121

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ii) 110 mm dia

10

273

2733

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iii) 140 mm dia

10

362

3628

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Providing and fixing GI Bend/elbow in the pipe line in/c testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.

-

-

-

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i) 15mm dia.

100

104

10480

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Providing and fixing GI socket as per CPWD specification and direction of the Engineer-in-charge.

-

-

-

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i) 15mm dia.

50

78

3930

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ii) 25 mm dia

10

90

902

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Providing and fixing GI union as per CPWD specification and direction of the Engineer-in-charge.

-

-

-

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i) 15mm dia.

50

131

6550

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ii) 25 mm dia

5

217

1085

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Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

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i) 125 x 80 mm dia

2

709

1419

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ii) 150x80 mm dia

2

826

1653

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Charges for fixing and laying rigid UPVC pipes jointing with couplers, solvent cement including testing of joints complete ( excluding the cost of pipes, couplers, solvent cement which are to be issued from the department free of cost and 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 pressure 6.0 kg / cm2)

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-

-

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i) 90 mm OD

50

26

1330

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ii) 110 mm OD

50

32

1615

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iii) 140 mm OD

50

41

2065

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Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

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i) 150 mm dia

50

187

9385

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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 the direction of the Engineer-in-charge.

-

-

-

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i) By manual means

30

619

18579

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Charges for repairing of leakage in UPVC / HDPE pipe line with PVC coupler & solvent cement etc. including necessary earth excavation, backfilling 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. complete as per specification & direction of the Engineer-incharge.

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-

-

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i) 90 mm OD

50

558

27905

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ii) 110 mm OD

50

623

31160

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iii) 140 mm OD

50

689

34455

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Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge.

-

-

-

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i) 15 mm dia PVC/Plastic Bib Cock

50

119

5970

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Charges for dismantling PVC / HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts and backfilling 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. complete as per specification & direction of the Engineer-in-charge.

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-

-

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i) 90 mm dia

50

336

16840

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ii) 110 mm dia

50

360

18000

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iii) 140 mm dia

50

394

19740

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Washing & removal of deposited iron sludge & any other foreign materials etc. from inside the existing water distribution pipeline foreign materials from inside the excavation trenches up to required width & depth cutting of PVC pipeline at a length of every 55.00 mtr. Interval jointing of pipe with PVC coupler and solvent cement in/c satisfactory testing of joints refilling trenches with available excavated earth etc. complete as per direction of the Engineer in charge [Rate in/c the cost of cement solvent PVC pipe for making PVC couplers, will be issued by the Department at free of cost]

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-

-

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i) 90 mm dia

1000

4

4100

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ii) 110 mm dia

1000

4

4790

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iii) 140 mm dia

1000

5

5160

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Washing & removal of deposited iron sludge & any other foreign materials etc. from inside the existing water distribution pipeline (CI/DI) using UPVC pipe washing road fitted with Iron Brush in/c excavation trenches up to required width & depth cutting of CI/DI pipeline at a length of every 55.00 mtr. Interval or part there of & jointing of pipe & specials as required refilling trenches with available excavated earth etc.complete as per direction of the Engineer in charge. [The cost of CI specials lead joint rubber gasket joint will paid separately]

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-

-

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i) 150 mm dia

1000

7

7700

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Charges for washing, cleaning & servicing of ferrule and connection pipe of street hydrant domestic water supply connection upto property line ( for side connection) in/c cost of earth excavation and dismantling the service line in/c ferrule and GI fitting etc. and reconnection the same after necessary washing, cleaning the same as per direction of the Engineer-in-charge. (GI fitting such as GI bend, GI union, GI socket & connection pipe in/c ferrule if required to be paid separately)

100

208

20800

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Charges for washing, cleaning & servicing of ferrule and connection pipe of street hydrant domestic water supply connection upto property line ( for road crossing connection) in/c cost of earth excavation and dismantling the service line in/c ferrule and GI fitting etc. and reconnection the same after necessary washing, cleaning the same as per direction of the Engineer-in-charge. (GI fitting such as GI bend, GI union, GI socket & connection pipe in/c ferrule if required to be paid separately)

100

339

33900

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Providing & fitting, fixing two part GI/MS tyton joint collar with rubber gasket & MS flange fitted with MS flats & square bar at both end in/c nuts & bolts, rubber washer & painting with anticorrosive black bitumastic paint etc. complete as per direction of the Engineer in charge. i)150 mm dia.

3

2150

6450

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Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

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i) Upto 300 mm dia.

0.09

238571

21471



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