Irrigation And Flood Control Department Tender

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Irrigation And Flood Control Department - IFC Tender

Works
Civil And Construction
Irrigation Work
Eprocure
Opening Date21 Oct 2024
Closing Date11 Nov 2024
Tender Amount₹ 29,86,100 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Channel section

101

111

11211

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Earth work in excavation by manual means over areas (exceeding 30cm and upto 1.5m in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth upto 1mtr from cutting edge, disposed earth to be leveled and neatly dressed in

172.8

479

82823.04

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Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50m lead

34.74

2516

87435.37

... More
Providing and laying in position cement concrete of specified grade excluding the cost of cenetering and shuttering. All work up to plinth level 1:3:6 ( 1Cement : 3 Coarse sand : 6 graded stone aggregate 20mm nominal size)

143.34

5733

821854.22

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Grouting of stone pitching in M-10 cement concrete mix with 20mm size of aggregate with 6.0 cum per 100 sqm area in slopes and horizontal

760

327

248976

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Providing and laying in position cement concrete of specified grade excluding the cost of cenetering and shuttering. All work up to plinth level 1:2:4 ( 1Cement : 2 Coarse sand : 4 graded stone aggregate 20mm nominal size)

37.62

6591

247962.83

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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15o landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 Cement: 1.5 Coarse sand: 3 Graded stone aggregate)

38.61

9821

379221.63

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Providing and laying steel bars with cost of bending, cutting etc. as per Bar bending schedule.

3861

123

475675.2

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Centering and shuttering including strutting, propping etc. and removal of formwork for

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-

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Slab

79.2

718

56881.44

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Ends of slab

73.8

262

19350.36

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Vertical Flares Raising Escape drain

670.4

286

191969.04

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20mm cement plaster 1:3 (1 cement : 3 sand)

334.4

486

162785.92

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Filling available excavated earth in layers including rolling of available earth in depression

120.96

180

21839.33

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Carriage of sand and stone aggregate 20mm and 40mm nominal size from source to site of work by M.T. avg. distance 15Km

362.95

344

125032.65

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Add lumsum amount for gate of escape

1

40000

40000



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