Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Construction Material
Eprocure
Opening Date10 Jun 2024
Closing Date20 Jun 2024
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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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:

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-

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

7.88

84598

10742.6

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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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-

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1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)

89.93

1085833

12073.8

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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more

13489.88

1401598

103.9

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Centering shuttering including struttings, propping etc. and removal of form work for:

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-

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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply

633.15

314106

496.1

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12 mm cement plaster of mix i).In cement mortar 1 : 4 ( 1 cement : 4 fine sand )

2334.15

523316

224.2

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Neat cement punning.

2334.15

132580

56.8

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Excavating trenches of required width for pipes, cables etc. in/c excavation for sockets and dressing of sides, where required ramming of bottom, depth up to 1500 mm ( Slope 1 in 200) in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layer not exceeding 200mm in depth in/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed with all required lead as per Chapter-2 of CPWD specification & direction of the Engineer-in-Charge.

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

3300

289080

87.6

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A).For UPVC pipes in new work a). in all kinds of soil i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia

100

10640

106.4

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Providing and fixing G.I. pipes medium 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 works

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-

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i. 15 mm dia. nominal bore

630

124425

197.5

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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.

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-

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

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-

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i. 40 mm OD

100

8980

89.8

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i. 90 mm OD

50

13570

271.4

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i. 110 mm OD

50

18605

372.1

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i. 140 mm OD

50

30640

612.8

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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 paid separately). i. 15 mm dia.

3150

180495

57.3

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Providing and fixing G.I. bend / elbow in the pipe line in/c testing of joints complete as per CPWD specification and direction the Engineer-in-charge. i) 15 mm Dia

1260

132048

104.8

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Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-charge. i) i)15 mm Dia

630

82530

131

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Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer-in-charge. i)15 mm Dia

1260

99036

78.6

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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) 15mm dia PVC/ Plastic bib cock

630

75222

119.4

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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 75 mm long

630

40383

64.1

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ii) 15 mm dia 150 mm long

630

43218

68.6

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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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iii. 90 mm dia.

2

597

298.7

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iv. 110 mm dia

2

713

356.4

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v. 140 mm dia

2

934

466.8

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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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i. 50 x 40 mm dia

2

344

172

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ii. 110 x 90 mm dia

2

642

321.1

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iii. 140 x 110 mm dia

2

854

426.8

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iv. 140 x 90 mm dial

2

791

395.7

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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

2

464

232

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ii. 50 x 50 mm dia

2

525

262.5

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iv. 90 x 90 mm dia

2

704

352.2

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v. 110 x 110 mm dia

2

1161

580.4

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vi. 140 x 140 mm dia

2

1636

818

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Washing & removal of deposited iron sludge & any other foregn materials from inside the existing wter distribution pipe line (PVC) using UPVC coil pipe (Washing rod fitted with iron brush in/c excavation trenches up to required depth with cutting of C.I/D.I/G.I pipes at a lenght of every 55 mtr interval or post there of and jointing of pipes and special as required refilling trenches with available excavated earth etc. complete as per direction of the Egnineer-in-charge (Rate in/c of making PVC couplers, Cost of cement solvent PVC pipe for making PVC couplers will be issued by the department at free of cost).

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i. 90 mm dia.

20

82

4.1

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ii. 110 mm Dia

20

96

4.79

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iii. 140 mm Dia.

20

102

5.1

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Charges for repairing of leakage in UPVC / HDPE pipe line with PVC coupler and 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 and direction of the Engineer-in-charge

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-

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i. 90 mm OD

10

5581

558.1

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ii. 110 mm OD

10

6232

623.2

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iii. 140 mm OD

10

6891

689.1

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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.

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-

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90 mm dia

10

3368

336.8

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110 mm dia

10

3600

360

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140 mm dia

10

3948

394.8

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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.

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90 mm dia

10

266

26.6

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110 mm dia

10

323

32.3

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140 mm dia

10

413

41.3



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