Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date24 Apr 2025
Closing Date14 May 2025
Tender Amount₹ 9,66,399 
Notes
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Costs

Summary

Fdr/sdrf/extension Of Pipeline_distribution System At Rajmandal, Champali, Hawai Bari (pal Para) _ Other Area Under Teliamura R.d. Block, W.r. Sub-division Teliamura Khowai Tripura..2025-26/sh_-ext. Of Pvc Distribution System And Other Allied Works

Description

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Contact

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BOQ Items

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DO_NOT_SHOW

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c) 140 mm dia

150

646

96945

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d) 160 mm dia

150

826

123965

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e) 200 mm dia

12

1313

15762

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f) 250 mm dia

12

2081

24983

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g) 315 mm dia

12

3211

38541

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Providing and fitting fixing of different dia rigid UPVC unequal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of working pressure 4.0 kg/sq.cm confirming to IS: 10124 (part-V) as per CPWD Specification & direction of Engineer in-charge. Unequal Tee a) 315x315x250 mm dia

2

4443

8887

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b) 315x315x200 mm dia

2

3844

7689

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c) 315x315x160 mm dia

2

3572

7144

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d) 315x315x140 mm dia

2

3452

6906

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e) 315x315x110 mm dia

2

2819

5640

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f) 250x250x200 mm dia

2

2945

5891

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g) 250x250x160 mm dia

2

2718

5436

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h) 250x250x140 mm dia

2

2464

4929

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i) 250x250x110mm dia

2

2378

4756

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j) 250x250x90 mmdia

2

2304

4610

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k) 200x200x160 mm dia

2

2134

4268

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l) 200x200x140 mm dia

2

1950

3901

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m) 200x200x110 mm dia

2

1832

3665

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n) 200x200x90 mmdia

2

1774

3550

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o) 160x160x140 mm dia

2

1569

3140

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p) 160x160x110 mm dia

5

1490

7452

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q) 160x160x90 mm dia

5

1458

7294

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r) 140x140x110 mm dia

5

1335

6676

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s) 140x140x90 mm dia

5

1290

6453

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t) 110x110x90 mm dia

10

1086

10863

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Providing and fitting fixing of different dia rigid UPVC equal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of Working pressure 4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge. a) 160x160x160 mm dia

5

1614

8070

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b) 140x140x140 mm dia

5

1345

6726

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c) 110x110x110 mm dia

5

1125

5628

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d) 90x90x90 mm dia

5

1012

5064

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e)315x315x315mm dia

2

3775

7550

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f)250x250x250mm dia

2

2763

5527

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g)200x200x200mm dia

2

2072

4144

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Providing and fitting fixing rigid UPVC Reducing socket (one size lower at one end, both end socketted) suitable for pipes of Working pressure 4.0 kg/sq.cm. as per CPWD Specification & direction of Engineer-in-charge. a) 315x250 mm dia

2

2100

4201

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b) 250x200 mm dia

2

1532

3066

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c) 200x160 mm dia

2

1157

2315

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d) 160x140 mm dia

2

888

1777

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e) 140x110 mm dia

6

731

4388

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f) 110x90 mm dia

8

597

4781

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Providing & fitting fixing rigid UPVC bend(30 degree,45 degree,60 degree, 90 degree) for UPVC pipes as per IS specification of Working pressure 4.0 kg/sq.cm as per CPWD Specification & direction of Engineer-in-charge. a) 315 mm dia

2

5632

11266

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b) 250mm dia

2

3947

7894

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c) 200 mm dia

2

2760

5521

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d) 160 mm dia

2

1434

2869

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e) 140 mm dia

5

1249

6248

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f) 110 mm dia

5

940

4704

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g) 90 mm dia

5

838

4193

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Providing and fitting fixing of G.I hydrant suitable for PVC pipes as per standard specification complete as per direction of Engineer-incharge (Rate excluding the cost of NTP control valve). 80X50 mm dia

40

2864

114582

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Providing & fitting fixing MS tail piece with MS flange suitable for pipes complete as per CPWD Specification & direction of Engineer-in-charge. a) 100 mm dia PVC Pipe

2

830

1660

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b) 125 mm dia PVC Pipe

2

1121

2244

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c) 150 mm dia PVC Pipe

2

1348

2697

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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) 100 mm dia PN - 1.6

4

5561

22244

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b) 125 mm dia PN - 1.6

3

6662

19986

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c) 150 mm dia PN - 1.6

3

8238

24716

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Labour charge for repairing of leakage in existing UPVC distribution system including required earth cutting and fitting fixing necessary coupler etc. complete and refilling the trench with of available excavated earth as per direction of the Engineer-incharge.(Payment of couplers, tees, reducers etc will be made separately) a) 315 mm dia

1

2199

2200

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b) 250mm dia to 110 mm dia

2

1360

2722

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c) 90 mm dia.

2

806

1612

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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

1.01

231

234

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil

0.68

161

109

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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.

0.48

1177

559

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

0.63

10742

6714

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

1.01

8980

9092

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First class brick work in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:5 ( 1 cement : 5 fine sand ).

0.98

9667

9426

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12 mm cement plaster of mix In Cement mortar 1:5 (1 cement : 5 fine sand)

10

214

2140

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Neat cement punning.

10

56

568



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