Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date8 Mar 2025
Closing Soon13 Mar 2025
Tender Amount₹ 9,52,000 
Notes
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Costs

Description

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BOQ Items

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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.

9.58

9812

93958.04

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Reinforcement for RCC work including straightening , cutting, bending, placing in position and binding all complete

1888

123

232601.6

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Cetering and shuttering including strutting propping etc and removal of form for foundation footings, bases of columns etc for mass concret.

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-

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Foundations, footings, bases of columns etc. for mass concrete

87.6

286

25084.26

63.36

628

39850.27

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Columns, pillars, piers, abutments, posts and struts.

46.8

742

34751.34

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Suspended floors, roofs, landings, balconies and access platforms.

15

718

10773

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Edge of slab

5.6

1145

6412.56

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Dry stone pitching 22.5mm thick ,including cost of stones and preparation of surface,nallah stone.

13

335

4362.8

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

2.25

6591

14830.31

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Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal/side slopes; complete including curing.

15

327

4914

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

23.12

218

5048.84

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Carriage of material within avg. lead from source to site of work

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-

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Sand 8 KM by MT

35.2

247

8720.7

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Agg./dust/screening Below 40 mm 8 KM by MT

70.41

247

17441.97

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stones 5 km by MT

13.5

236

3188.16



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