Municipal Corporation Tender

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Municipal Corporation Tender

Opening Date2 Dec 2020
Closing Date17 Dec 2020
Tender Amount₹ 6,94,740 
This is an estimated amount, exact amount may vary.
Notes
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Construction of C.C Drain;Carting away the surplus excavated earth from the work site with a lead of 1 Km beyond initial lead including loading, unloading and conveyance but excluding stacking charges etc., complete by mechanical loading

231.71

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19454

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Construction of C.C Drain;Filling with dust for trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH (revised RBR-FNDN-2.i) for Shoulders

36.47

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25878

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Construction of C.C Drain;Laying P.C.C (1:4:8) using 40 mm H.B.G Metal with Concrete Mixture including cost & conveyance of all Material, Labour charges, centering, Machinery, laying in position, vibration, curing for 7 days and all incidental charges etc., complete - 1 Cum. (BLD-CSTN-2.5)

24.31

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93989

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Construction of C.C Drain;Plain Cement Concrete Grade M15 as per IS 456 equivalent to Nominal Mix (1:2.5:5) proportion (cement: fine aggregate: Coarse aggregate) using 20 mm graded Hard Blasted Granite (IS383, 1970) Machine Crushed Graded Metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggegate, water etc., to site, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work For Drain Bedding

24.31

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102664

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Construction of C.C Drain;Plain Cement Concrete Grade M15 as per IS 456 equivalent to Nominal Mix (1:2.5:5) proportion (cement: fine aggregate: Coarse aggregate) using 20 mm graded Hard Blasted Granite (IS383, 1970) Machine Crushed Graded Metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggegate, water etc., to site, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work For Drain Side Walls

71.5

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313577

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Construction of C.C Drain;Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded. (BLD-CSTN-2.19)

3353.35

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195836



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