Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date13 Nov 2024
Closing Soon25 Nov 2024
Tender Amount₹ 49,78,600 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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18" Dia

32

1278

40900.48

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Drain

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-

-

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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes,cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil

215.18

225

48458.54

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P/L of Stone Soling duly hand packed including all carriages complete.

39.56

783

30990.51

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P/L of cement concrete in (1:4:8) Mix using 40 mm nominal size of crushed stone agg. Including curing but excluding carriages

31.03

4561

141556.38

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P/L of cement concrete in (1:2:4) Mix using 20 mm nominal size of crushed stone aggregates excluding the cost of centring and shuttering and Excld": carriages

106.14

5779

613407.47

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Providing and laying of Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement slurry and curing including cost and carriages of all materials complete by way of providing 50 mm thick with 20mm nominal size stone aggregate

87

492

42881.43

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Centring and shuttering including strutting, proping and removal of form work complete. Foundations:

707.6

251

177614.68

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Carriages For Different Materials Involved:

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-

-

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Stone Aggregates: incl. for avg. lead of 20.00 Km by MT.

122.08

365

44676.4

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Sand From Avg. Lead of 35.00 Km

64.47

504

32533.5

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R/Wall

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-

-

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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes,cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil

314.76

225

70883.95

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P/L of Stone Soling duly hand packed including all carriages complete.

41.02

783

32134.25

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P/L of c/concrete in (1:4:8) Mix using 40 mm n/size of crushed stone agg. Incl. curing but excluding carriages

27.35

4561

124768.51

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P/L of c/concrete in (1:2:4) Mix using 20 mm n/size of crushed stone agg. excl. the cost of centring and shuttering and excld: carriages

190.43

5775

1099898.92

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Centring and shuttering incl strutting, proping and removal of form work complete.

629.52

251

158015.82

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P/F of 75 mm dia PVC Pipes as weep holes incl carriages involved complete

300

288

86583

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Supply and Filling of RBM/Nallah muck as back filling behind R/Walls incl. all carriages invilved complete.

139.32

659

91908.01

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Carriages for Different Materials Involved:

-

-

-

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Stone Aggregates: incl. for avg. lead of 20.00 Km by MT.

193.82

359

69664.72

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Sand From Avg. Lead of 35.00 Km

102.36

504

51653.93

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WBM Gr-II

-

-

-

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Engegement of JCB for clearance of site and level the road surface removal of trees, plants including dressing of road @ 20 hours ( Actual will be paid after the completion of work)

25

989

24738.25

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P/L of WBM GII with sp. Stone aggregate of 63-45 mm size incl. stone screenings of size 13.20 mm and binding material (dust/morum) incl. stacking, sorting, spreading to template, watering and consolidation with PRR of 08-10 Topn capacity incl. cost and carriages of all materials/ equipments with loading and unloading all complete.

443.48

2473

1097089.69



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