Eastern Coalfields Limited Tender

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Eastern Coalfields Limited - ECL Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date12 Nov 2024
Closing Date27 Nov 2024
Tender Amount₹ 53,66,033 
Notes
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Costs

Description

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BOQ Items

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Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.

30.2

1061

32060.32

... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

74.46

6458

480885.02

... More
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.

270

580

156762

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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.

513

121

62098.65

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Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand)

12.96

6231

80764.13

... More
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

193.78

5009

970682.78

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Laying Reinforced cement concrete pipe NP4/ Prestressed concrete pipe on First Class Bedding in Double Row: Laying Reinforced cement concrete pipe NP4/ Prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but exculding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets: 1200mm dia.

100

8786

878655

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

309.49

188

58416.24

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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.

46.8

121

5665.14

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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

19.65

1061

20860.44

... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derive from natural sources : 8 graded stone aggregate 20 mm nominal size derive from natural sources)

24.56

4932

121144.66

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derive from natural sources : 3 graded stone aggregate 20 mm nominal size derive from natural sources)

70.74

6903

488381.89

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Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

628.8

562

353951.52

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Steel 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.

6366.6

95

609601.95

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Total impact of GST for the purpose of CTC

1

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