Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date10 Nov 2023
Closing Date30 Nov 2023
Tender Amount₹ 90,09,170 
Notes
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Costs

Summary

Construction Of 50000 Gallon Per Day Capacity Innovative Water Supply Scheme At Chhimluang Based On Chhimluang Chhera.

Description

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BOQ Items

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DO_NOT_SHOW

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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

336

54197

161.3

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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.

50.4

59336

1177.3

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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: i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)

50.4

500905

9938.6

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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: i)1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)

126

1473381

11693.5

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- i)1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)

67.63

874132

12925.6

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

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-

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i) Foundations, footings, bases for columns etc. for mass concrete with timber plank

420

140238

333.9

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ii) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank

875

498750

570

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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

20000

2078000

103.9

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

875

196175

224.2

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White washing with lime to give an even shade on old work as required complete as per direction of the Engineer in charge. i) Two or more coat

875

24413

27.9

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Providing and fixing CI sluice valve ( 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 engineer in charge

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-

-

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i) 100 mm dia. PN-1.6

4

22244

5561.1

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i) 80 mm dia. PN-1.6

8

34558

4319.7

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Providing and fixing G.I pipe 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 chapter 20 of CPWD specification and direction of the Engineer-in-charge. A. External works

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i) 100 mm dia nominal bore

700

1026480

1466.4

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ii) 80 mm dia nominal bore

1000

1021900

1021.9

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Providing and fixing C.I. non-return valve of approved quality as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.

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-

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i)100 mm nominal bore

2

15010

7504.9

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ii)80 mm nominal bore

2

8402

4200.9

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Providing and fixing C.I double action air valve of approved quality with nuts, bolts, rubber insertion complete etc. as per chapter 20 of CPWD specification and direction of engineer in charge(the tailpiece, tapper etc. if required will be paid separately.

-

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-

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i) 100 mm dia.

3

30952

10317.3

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ii) 80 mm dia.

2

15707

7853.5

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Providing & fitting fixing of G.I. flange ( 10 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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-

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i) 100 mm dia

400

198120

495.3

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ii) 80 mm dia

900

396360

440.4

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iii) 65 mm dia

140

53984

385.6



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