Public Works Department Tender

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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Maintenance Of Ci/di/pvc Pipe Line In/c Construction Of Sluice Valve Chamber, Hydrant Post Platform Etc. Complete At Different Existing Dtw Schemes Of Chawmanu R.d Block Under Dws Sub-division Chawmanu (gr-ii) in Dhalai, Tripura, with an estimated contract value of Rs. 9,70,373. The bid opening date for this tender is 28-05-2025 and the last date for bid submission is 17-06-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Public Works Department - PWD Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date28 May 2025
Closing Date17 Jun 2025
Tender Amount₹ 9,70,373 
Notes
Download

Costs

Summary

Maintenance Of Ci/di/pvc Pipe Line In/c Construction Of Sluice Valve Chamber, Hydrant Post Platform Etc. Complete At Different Existing Dtw Schemes Of Chawmanu R.d Block Under Dws Sub-division Chawmanu (gr-ii)

Description

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BOQ Items

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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. Class - 3 ( working pressure 6.0 kg / cm2)

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i) 90 mm OD

60

26

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ii) 110 mm OD

30

32

-

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iii) 140 mm OD

30

41

-

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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. Class - 3 ( working pressure 6.0 kg / cm2)

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-

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i) 40 mm OD

100

89

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ii) 50 mm OD

100

112

-

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iii) 90 mm OD

100

271

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iv) 110 mm OD

60

372

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v) 140 mm OD

60

612

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

-

-

-

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i. 15 mm dia.

100

57

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ii. 25 mm dia.

40

74

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Labour charges for repairing of leakage for CI/DI pipeline of various diameter by manual labour by hammering of old lead joints and other leakages of pipeline in/c excavation & refilling of the same as per direction of the Engineering-in-charge ( pig lead will be supplied by the department at free of cost).

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-

-

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a)80mm dia

5

167

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b) 100 mm dia

20

187

-

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c) 150 mm dia

5

192

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Charges for repairing of leakage in UPVC/HDPE pipe line with PVC coupler & solvent cement etc.in/c necessary earth excavation backfilling of soil as required after laying of pipeline , in layers not exceeding 200mm in dept in/c consolidating each deposited layer by ramming,watering etc.Complete as per specification & direction of Engineering-in-charge.

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-

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a)90mm OD

150

558

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b) 110 mm OD

120

623

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c) 140 mm OD

80

689

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Charges for repairing of leakage in UPVC/HDPE pipe line with PVC coupler/GI Socket/GI Union & teflon tape or solvent cement etc. in/c necessary earth excavation backfilling of soil as required after laying of pipeline , in layers not exceeding 200mm in dept in/c consolidating each deposited layer by ramming,watering etc.Complete as per specification & direction of Engineering-in-charge.

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-

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a) 15 mm OD

20

218

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b) 25 mm OD

10

344

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c) 40 mm OD

40

474

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Welding on CI/DI pipes, sluice valve etc by Gas or Electric plant including transportation of plant at site using light coated electrode with graphite based coating for welding cast iron without preheating (The electrode gives a nickel copper (monel deposit)) etc. complete as per standard design including pumping out water.

5

2641

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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. External work.

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-

-

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i) 15 mm dia. nominal bore

18

254

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ii) 40 mm dia. Nominal bore

18

549

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iii) 50 mm dia. Nominal bore

12

653

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Providing, fixing and laying fabricated UPVC socket / coupler confirming to IS:10124 (part-2) with solvent cement confirming to IS:14182 in/c testing of joints complete as per CPWD specification & direction of the Engineering-in-charge.

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a) 90 mm dia

2

212

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b) 110 mm dia

2

273

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c) 140 mm dia

2

362

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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. (By manual means)

12

619

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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

2

161

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ii) 50 mm dia

2

190

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iii) 90 mm dia

5

298

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iv) 110 mm dia

5

356

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v) 140 mm dia

5

466

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Providing,fixing and laying fabricated UPVC straight reducer confirming to IS:10124 (part-3)with solvent cement confirming to IS:14182 in/c testing of joints complete as per chapter-20 of CPWD specification & direction of the Engineering-in-charge.

-

-

-

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a)110 x 90mm dia

20

321

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b) 140 X 110 mm dia

15

426

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c) 140 X 90 mm dia

5

395

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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) 90 x 90 mm dia

5

352

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ii) 110 x 110 mm dia

5

580

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iii) 140 x 140 mm dia

5

818

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Providing, fixing and laying fabricated UPVC end cap confirming to IS:10124 (part-4) with solvent cement confirming to IS:14182 in/c testing of joints complete as per chapter-20 of CPWD specification and direction of the Engineering-in-charge.

-

-

-

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a) 90mm dia

5

148

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b) 110 mm dia

2

174

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c) 140 mm dia

2

250

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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 CPWD specification and direction of the Engineer - in - charge.

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-

-

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a) 90mm dia

5

380

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b) 110 mm dia

5

515

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c) 140 mm dia

5

697

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

-

-

-

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.i)15 mm dia

80

78

-

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

-

-

-

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i. 15 mm dia

80

131

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ii) 25mm dia

15

217

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iii) 40mm dia

25

387

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

-

-

-

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i)15 mm dia

80

104

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ii) 25mm dia

10

158

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iii) 40mm dia

10

343

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iv) 50 mm dia

5

494

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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. 25x15 mm dia

5

124

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ii. 40x15 mm dia

5

169

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iii. 40x25 mm dia

5

172

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iv. 50x25 mm dia

2

230

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v. 50x40 mm dia

2

231

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vi. 80x40 mm dia

5

401

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vi. 80x50 mm dia

5

403

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Providing and fixing GI equal Tee 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. 15x15x15 mm dia.

5

123

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ii. 25x25x25 mm dia

5

212

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Providing and fixing GI Unequal Tee 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. 25x25x15 mm dia.

2

178

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ii. 40x40x25 mm dia

2

255

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iii. 40x40x15 mm dia

2

252

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Providing and fixing GI. Nipple of medium class as per chapter 20 of CPWD specification and direction of the Engineering-in-charge.

-

-

-

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i)15mm dia 150mm long

80

68

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Providing & fixing brass ferrule with C.I. cover confirming to IS:2692 in/c. boring & tapping the main as per chapter 20 of CPWD specification and direction of the Engineering-in –charge.

-

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a)10mm nominal bore

120

358

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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

100

26

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Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.

-

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i. 15 mm dia

5

215

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ii. 25 mm dia.

5

342

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ii. 40mm dia

10

470

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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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i) 80 mm P.N 1.6

2

4319

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ii) 100 mm P.N 1.6

2

5561

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iii) 125 mm P.N 1.6

2

6662

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iv) 150 mm P.N 1.6

1

8238

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Charges for 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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80 mm dia PN-1.6

1

830

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100 mm dia PN-1.6

1

1187

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125 mm dia PN-1.6

1

1316

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150 mm dia PN-1.6

1

1597

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Making supplying and fitting fixing of MS spindles in/c socket for sluice valve as per departmental sample

-

-

-

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i. 80mm dia

30

800

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ii. 100mm dia

80

935

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iii.150mm dia

40

1050

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R/Mtc of different dia C.l sluice valves by providing and replacing complete with bolts, nuts rubber insertions elc as per direction of the Engineer-in-charge.

-

-

-

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i. 80mm dia

5

1540

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ii. 100mm dia

20

1760

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iii.150mm dia

15

2090

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Labour charge for fitting foding of gland rope in Cl sluice valve of various dia (80 mm dia to 250 mm dia) as per direction of Engincer-in-Changs (Including the cost of gland rope, grease.nuts and bolts etc)

25

248

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Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.

-

-

-

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i. 65 mm nominal bore

1

3913

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ii. 80 mm nominal bore

1

4200

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iii. 100 mm nominal bore

1

7504

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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.

-

-

-

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a) 80 mm dia

2

382

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b) 100 mm dia

2

420

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c) 125 mm dia

2

512

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c) 150 mm dia

2

588

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Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge. G. D.I. Collar flanged socketted

-

-

-

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a) 80 mm dia

1

2143

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b) 100 mm dia

1

1992

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c) 125 mm dia

1

3069

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d) 150 mm dia

1

3043

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Labour charge for clearing of clouded deposited iron in the PVC pipe of 140,110,90 mm dia pipe by chain lead pully system in/c disposal of iron from the site and thoroughly washing the pipe with water complete as per direction of the Engineer-in-charge.

2000

5

-

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Labour charge for clearing of deposited iron clouded in the CI pipeline of different dia (200mm, 150mm, 100mm dia) by chain pulley system including washing the pipe by water complete as direction of the Engineer-in-charge.

200

16

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Excavating holes upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil; as directed within a lead of 50 m and lift upto 1.5 m. -All kinds of soil

10

173

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Earth work in excavation 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 By manual means

3

179

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Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.

0.5

1177

-

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering.

-

-

-

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1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)

0.5

9295

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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement. All work upto plinth level

-

-

-

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1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)

0.5

11080

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Centering shuttering including struttings, propping etc. and removal of form work for:Foundations, footings, bases for columns etc. for mass concrete with timber plank

25

333

-

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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars

100

103

-

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First class brick work in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ).

0.5

9845

-

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Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-

-

-

-

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In cement mortar 1:4 ( 1 cement : 4 fine sand ).

10

1311

-

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12 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete.

-

-

-

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In cement mortar 1 : 4 ( 1 cement : 4 fine sand )

25

224

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Neat cement punning.

25

56

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