Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Eprocure
Opening Date5 Oct 2024
Closing Date22 Oct 2024
Tender Amount₹ 44,05,458 
Notes
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Costs

Summary

Providing And Laying Of Upvc Pipe Line Inc Extension Of Fhtc Connection At West Site Of Manu River Under Kumarghat Rd Block Within The Jurisdiction Of Dws Sub-division, Kumarghat, Unakoti Tripura Gr-ii

Description

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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 ) with 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 pressure 6.00 kg/cm2) i) 40 mm OD

600

53880

89.8

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iii) 90 mm OD

1200

325680

271.4

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iv) 110 mm OD

700

260470

372.1

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v) 140 mm OD

500

306400

612.8

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Cleaning & washing of CI/DI/PVC pipes, cutting at ininterval not less than 50 m, with the help of 30/40 mm dia PVC Coil pipe having suitable brush at front end and making good the pipe with required specials including eart cutting & refilling complete as per direction of Engineer in Charge. (Collar, Coupler, solvent cement, pig led if required shall be supplied by the department)

60

39900

665

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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 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. i) 90 mm dia.

300

69510

231.7

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ii) 110 mm dia.

300

76470

254.9

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iii) 140 mm dia.

300

83430

278.1

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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. i) 90 mm dia.

300

101040

336.8

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ii) 110 mm dia.

300

108000

360

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iii) 140 mm dia.

300

118440

394.8

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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. i) 100 mm dia

700

312060

445.8

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ii) 150 mm dia

20

9396

469.8

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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. i. 100 mm dia Ductile Iron Class K-7 pipes.

27.5

51180

1861.1

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iii. 150 mm dia Ductile Iron Class K-7 pipes.

27.5

71555

2602

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Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per specification and direction of the Engineer - in - charge. i) 100 mm dia

6

562

93.7

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iii) 150 mm dia.

6

867

144.5

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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. i. 15 mm dia. nominal bore

6

1524

254

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ii. 20 mm dia. nominal bore

6

1817

302.8

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iii. 25 mm dia. nominal bore

6

2397

399.5

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v. 40 mm dia. nominal bore

6

2867

477.8

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vi. 50 mm dia. nominal bore

12

6589

549.1

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vii. 65 mm dia. nominal bore

700

457730

653.9

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viii. 80 mm dia. nominal bore

30

24900

830

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ix. 100 mm dia. nominal bore

30

43992

1466.4

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xi. 150 mm dia. nominal bore

6

11589

1931.5

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Providing & fitting fixing of MS flange ( 8 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge. i. 150 mm dia

5

2942

588.4

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ii. 125 mm dia

5

2564

512.7

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iii. 100 mm dia

12

5046

420.5

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iv. 80 mm dia

5

1911

382.1

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v. 65 mm dia

5

1622

324.3

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vi. 50 mm dia

5

1422

284.4

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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. i) 80 mm dia. A. PN - 1.6

1

4320

4319.7

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ii) 100 mm dia. A. PN-1.6

1

5561

5561.1

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iii) 125 mm dia. A. PN - 1.6

1

6662

6662.1

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iv) 150 mm dia. A. PN-1.6

1

8239

8238.6

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Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge. A. D.I. all socketted Bend 90 degree i) 100 mm dia

1

2167

2167.3

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ii) 150 mm dia.

1

3495

3495

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C. D.I. all socketted tee i) 100 x 100 x 100 mm dia.

1

2963

2963.3

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ii) 150 x 150 x 100 mm dia.

1

4326

4326.3

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iii) 150 x 150 x 150 mm dia.

1

5606

5605.6

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F. D.I. Flanged Socketted tail piece i) 100 mm dia

1

1816

1816.2

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iii) 150 mm dia.

1

2617

2617

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G. D.I. Flanged Spigotted tail piece i) 100 mm dia

1

2049

2048.9

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iii) 150 mm dia.

1

3593

3593.2

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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 Engineer in charge. i) 90 mm dia.

2

597

298.7

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ii) 110 mm dia

2

713

356.4

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iii) 140 mm dia

2

934

466.8

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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. i)    90 mm dia.

5

744

148.7

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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. i) 90 mm dia.

10

2121

212.1

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ii) 110 mm dia.

8

2186

273.3

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iii) 140 mm dia.

5

1814

362.8

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Providing lead caulked joints to spun iron or CI pipes and specials including testing of joints but excluding the cost of pig lead as per CPWD specification and direction of the Engineer-in-charge i) 100 mm dia.

5

1444

288.8

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ii) 150 mm dia.

5

2169

433.7

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Providing and Supplying of pig lead conforming to IS : 27 at site of work as per CPWD specification and direction of the Engineer - in - charge.

20

7062

353.1

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Charges for cutting D.I pipe with mechanical cutter as per CPWD specification and direction of the Engineer-in-charge. i) 100 mm dia.

1

228

227.8

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ii) 150 mm dia.

1

342

342.3

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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 i)   10 mm dia. nominal bore

10

3584

358.4

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Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia with 15 mm dia opening

5

2239

447.7

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ii) 110 mm dia with 15 mm dia opening

5

2641

528.2

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iii) 140 mm dia with 15 mm dia opening

5

2949

589.7

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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. i. 15 mm dia PVC /plastic bib cock

150

17910

119.4

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

20

1146

57.3

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Providing and fitting fixing of Precast RCC hydrant post casted inside 100 mm X 100 mm size and 1100mm hight made with reinforced Cement concrete 1:2:4 ( 1 cement : 2 sand : 4 brick aggregate 1st class 20 mm nominal size) and steel reinforcement (TMT Bar 8mm dia long bar and 8mm dia stirrups 300mm shall be kept below emd embedding 15 mm dia GI pipe 1300 mm long with necessary GI fittings like elbow 2 Nos, socket 1 no, nipple 150 mm long 1 no, union 1 no etc. and fitting fixing of CI long handle bib cock with GI socket and RCC platform (1100 X 1100 mmx 100 mm with curb of size 50 x 50 mm keeping an opening of 100 mm long in a suitable place for draining out of water ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 brick aggregate 1st class 20 mm nominal size) and steel reinforcement ( TMT bars ) 7 Nos, 8 mm dia in both direction including plastering the exposed surface with 6 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ), finished with a floating coat of neat cement ) painting , logo mark ,etc.complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge.

230

1448998

6299.99



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