Soil Survey And Soil Conservation Department Tender

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Soil Survey And Soil Conservation Department - DSSC Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date5 Nov 2024
Closing Date14 Nov 2024
Tender Amount₹ 12,35,532 
Notes
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Costs

Summary

Asraya Colony Lss

Description

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OD727/2024-2025.Jungle stone masonry-Jungle stone without concrete levelling course masonry with locally available jungle stone including packing to compactness to lines and levels cost and levels, costand conveyance of all material labour charges etc.complete as per direction of departmental officers at site.

44.8

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4.3.1. Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

16

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4.1.3.Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

22.4

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OD404/2024-2025. DRY RUBBLE MASONRY_ DRY rubble without concrete levelling course masonry with good quqlity blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.

138

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5.9.1.Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

16.2

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5.22.6. Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

175.02

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5.1.2.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 :3 graded stone aggregate 20 mm nominal size

4

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Diversion Channel Type A(1.2 m Height) 24 m

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2.6.1.Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

63.36

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2.26.1. Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

20.16

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OD729/2024-2025.Jungle stone masonry-Jungle stone without concrete levelling course masonry with locally available jungle stone including packing to compactness to lines and levels cost and levels, costand conveyance of all material labour charges etc.complete as per direction of departmental officers at site.

26.88

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4.3.1. Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

9.6

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-

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4.1.3.Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

13.44

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OD730/2024-2025. DRY RUBBLE MASONRY_ DRY rubble without concrete levelling course masonry with good quqlity blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.

37.44

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5.9.1.Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

9.8

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-

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5.22.6. Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

104.15

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5.1.2.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 :3 graded stone aggregate 20 mm nominal size

2.4

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