Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date23 Dec 2024
Closing Date1 Jan 2025
Tender Amount₹ 22,98,604 
Notes
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Costs

Summary

Wss Of Jjm /fdr /sh- Retrofttng/mtc/restortn Pipeline Of Flood Affected Dws Schm At Diffrnt G.p/v.c Undr Matabari Block Undr Dws Sd No-ii During Year 2024-25.(gr-ii)

Description

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BOQ Items

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Providing lead chaulked joints to spun iron or C.I. 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) 80 mm dia

5

288

1445

... More
ii) 100 mm dia

20

288

5776

... More
iii) 125 mm dia

20

424

8480

... More
iv) 150 mm dia

30

433

13011

... More
v) 200 mm dia

5

574

2873

... More
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.

50

353

17655

... More
Charge for fixing C.I. Sluice Valves with cap complete with bolts,nuts, rubber insertions etc. (the tail piece if required will be paid separately ) as per chapter 20 of CPWD specification and direction of the Engineer-in-charge. A) 80 mm dia , PN - 1.6

5

830

4154

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B) 100 mm dia, PN - 1.6

10

1187

11875

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C) 125 mm dia, PN - 1.6

15

1316

19751

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D) 150 mm dia, PN - 1.6

15

1597

23958

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E) 200 mm dia, PN - 1.6

1

2372

2373

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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 Er. -in -Charge ……… B) By manual means. A) For UPVC pipe (90/110/140 mm)

30

619

18579

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Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including borring and tapping yhe main as per chapter 20 of CPWD specification and as per direction of Engineer - in- Charge. A) For 15 mm nominal bore

50

382

19135

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Providing and fixing GI union as per CPWD specification and as per direction of Engineer - in- Charge. A) For 15 mm dia

100

131

13100

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Providing and fixing G.I. Socket as per CPWD specification and direction of Engineer - in- Charge. A) For 15 mm dia

100

78

7860

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B) For 20 mm dia

10

83

830

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c) For 25 mm dia

10

90

902

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Excavation trenches of required width for pipes , cables, etc. in/c. excavation for sockets , dressing of sides where required , ramming of bottoms , depth upto 1500 mm in/c. getting out the excavated soil and backfilling of soil as required after laying of pipeline , in layer not exceeding 200 mm in depth in/c. cosolidating of surplus excavated soil with all required leads as per chapter -2 of CPWD specification and direction of the Er. -in -Charge.................... A) For UPVC pipe in new work ............ .a. In all kinds of soil. i) For pipes not exceeding 90 mm dia

2500

87

219000

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

400

106

42560

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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 6.0 kg / cm2) i) 90 mm dia OD

2000

271

542800

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ii) 110 mm OD

300

372

111630

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ii) 140 mm OD

100

612

61280

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iii) 40 mm OD

100

89

8980

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Providing and laying of flexible PVC pipe ( conforming to IS:763) complete as per specification and direction of the Engineer in charge. ( cost of Earth work and fittings will be paid separately) i) 15mm dia

200

57

11460

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ii) 20 mm dia

100

65

6590

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ii) 25mm dia

100

74

7470

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Charge for dismantling PVC/HDPE pipe after necessary excavation of earth in/c washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required after laying of pipeline , in layer not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming , watering, etc. complete as per CPWD specification and direction of the Er. -in -Charge. i) 90 mm dia OD

300

336

101040

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ii) 110 mm dia OD

150

360

54000

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ii) 140 mm dia OD

150

394

59220

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Charge for cutting C.I./ D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Er. -in -Charge D) 150 mm dia

20

185

3704

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Clearing of deposited iron in side of laying PVC pipe line in different dia (90/110/140 mm dia) in/c excavating trenching for 100 mtr lead pipe line of required width and depth after 20 mtr distance and 3.00 mtr long in every 100 mtr clearing through UPVC coil pipe and laying the same with necessary couplers and solvent cement etc. ( solvent cement and coupler etc. will be issued by the dept. at free of cost).

6000

4

27060

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Clearing of deposited iron in side of laying CI pipe line in different dia (80/100/125/150 mm dia) and dismantaling old CI pipe in/c trenching , refilling etc. for 100 mtr lead pipe line of required width and depth cutting earth in 25 mtr distance and 12.00 mtr long in each i.e. 36 mtr trenches cutting for every 100 mtr pipe iron through UPVC coil pipe after clearing , washing, laying the same with rubber gasket , pipe lead joints as per direction of Engineer - in - charge ( pig lead will be issued by the dept. at free of cost and rubber gasket and T & P arrange by the agency).

1500

13

19920

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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia

10

298

2987

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ii) 110 mm dia

5

356

1782

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iii) 140 mm dia

5

466

2334

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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 90 x 90 mm dia

10

352

3522

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ii) 110 x 110 mm dia

5

580

2902

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iii) 140 x 140 mm dia

5

818

4090

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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia

30

148

4461

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ii) 110 mm dia

5

174

873

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iii) 140 mm dia

5

250

1252

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Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia

10

380

3809

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ii) 110 mm dia

5

515

2576

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iii) 140 mm dia

5

697

3488

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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 110 X 90 mm dia

10

321

3211

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ii) 140 X 110 mm dia

5

426

2134

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iii) 140 X 90 mm dia

5

395

1979

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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. A) 80 mm dia , PN - 1.6

1

4319

4320

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B) 100 mm dia, PN - 1.6

2

5561

11122

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C) 125 mm dia, PN - 1.6

2

6662

13324

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D) 150 mm dia, PN - 1.6

2

8238

16477

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Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge. A) 15 mm dia ,

1

215

215

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B) 20 mm dia,

1

277

278

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C) 25 mm dia,

1

342

342

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D) 40 mm dia

12

470

5645

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Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in - charge. A) 15 mm dia

100

110

11040

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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. i) 15 mm dia nominal bore

30

254

7620

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ii) 20mm dia nominal bore

10

302

3028

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iii) 25 mm dia nominal bore

10

399

3995

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iv) 40 mm dia

120

549

65892

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Providing & fitting fixing of flanged joint coller including fitting and fining of MS sheet rubber gasket of approved quality along with anti corrosive black bitumestic black paint and fitting fixing of nuts & bolts etc. complete s required as per direction of Engineer in charge. a) 150 mm dia

15

4261

63915

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Washing and development of tube well by using hand pump or by any suitable method and testing of the well as per specification and direction of the Engineer - in - charge.

400

94

37640

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Repair and maintenance of submessible Motor suitable for submerssible pumpset by complete dismantling in/c providing & fitting fixing of PVC ( IS : 8783-1978 ) insulated electro grade copper ( IS : 613-1984 ) conductor winding in stator & all necessary spare parts and assembling the same including servicing of rotor & necessary trial run as per specification and direction of the Engineer-in-charge. iv) 2.0 HP Motor suitable for 2000 GPH capacity submerssible pumpset

15

6794

101924

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Repairing of 2 HP/3HP capacity submerssible pump of different make in/c dismantling the old unserviceable pump and reassembleing the pump in good condition by providing necessary trial run as per specificatio and direction of the enngg-in-charge.

10

3500

35000

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Providing and fitting fixing with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge. i. 2.50 sqmm

210

211

44373

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Charges of lifting of 2 HP/ 3HP capacity submerssible pump motor, column pipe assembly from existing bore well in/c stacking the column pipe assembly in the suitable place and lowering the same after necessary reapiring and mtc. of the pump motor from site to the workshop as per direction of the engg-in-charge.

21

1840

38640



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