Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date1 Dec 2022
Closing Date6 Dec 2022
Tender Amount₹ 31,00,000 
Notes
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Costs

Description

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BOQ Items

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Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M, and lead upto 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M from the foundaiton trenches. (SI. No. 251) but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T.

127

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110

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Concrete with 4cm Gauge stone ballast coarse sand of 1.25 F.M and cement in proportion of 8:4:1 in foundation and under floors (SI. No. 281) but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T.

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5750

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R.C.C. Work with cement approved coarse sand and 2cm. gauge approved stone grit in proportion of 1:2:4 in lintels of doors, windows and sunshades excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. Binding wire of supplied by the contractor free of cost including making of drip coarse. (SI No. 283) but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T.

61

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7500

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Mild steel or TMT Bars(Fe-500D grade or higher) or HYSD Bars or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel. (SI No. 504) but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T.

24

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8200

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Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 meter(20") depth and earth work in embankment to be in 20 cm. (8") layers including ramming and dressing the surface to required levels and slopes and also including 1.50 M(5ft.) lifts and 30M (100ft.) lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M(100ft.) distance as directed by the Engineer-in-charge. (SI. No. 253A Ch-4) but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T.

129

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110



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