Directorate Of RD PRIS And ULBS Tender

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Directorate Of RD PRIS And ULBS Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date15 Mar 2024
Closing Date26 Mar 2024
Tender Amount₹ 14,84,812 
Notes
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Costs

Description

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BOQ Items

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1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources)

19.26

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1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 40 mm nominal size derived from natura sources)

6.69

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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 :

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1:1.5:3 (1 cement : 1.5 Pulverised sand (zone-III) derived from natura sources: 3 graded stone aggregate 20 mm nominal size derived from natura sources).

28.22

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

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

100.06

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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

80.39

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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.

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Thermo-Mechanically Treated bars of grade Fe-500D or more.

2004.98

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Cement concrete flooring 1:2:4 (1 cement : 2 Pulverised sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.

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40 mm thick with 20 mm nominal size stone aggregate

11.8

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Cement concrete pavement with 1:2:4 (1 cement : 2 Pulverised sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete.

13.42

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providing and fixing PVC Pipe of 50 mm dia weep hole.

8.55

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12 mm cement plaster of mix :

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1:4 (1 cement: 4 River sand)

67.2

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Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.

8.2

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