Water Resources Department Tender

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Water Resources Department - WRD Tender

Civil And Construction
Road Construction
Eprocure
Opening Date1 Oct 2022
Closing Date15 Oct 2022
Tender Amount₹ 20,66,829 
Notes
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Costs

Summary

Pid-52 Improvement To Daya Left Embankment From Rd 52.400 Kms To 52.560 Km.

Description

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Providing and laying cement concrete 1:1.5:3 with with 12mm downgraded hard granite chips free from weathered skin and other deleterious materials of approved quality of uniform colour and texture aggregate and sharp sand of approved grading and quality for RCC/CC confirming to the specifications with all leads, lifts delifts and and mixing by mechanical /manual means including cost, carriage, royalties and taxes of all materials including de watering by suitable means mixing concrete by concrete mixer and placing in position with all T&P curing for required period by suitable means, etc. complete asper direction of Engineer-in-Charge.

144

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7031.68

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Rigid smooth centering and shuttering for RCC/CC work including false work and dismantling them after casting and removing the debris away from the working area and stacking the useful materials for reuse including cost, carriage, royalty and taxes of all materials with all labour to the site of work etc. complete asper direction of Engineer-in-Charge. Super structure

480

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639.59

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Earth work in all kinds of soil from approved borrow areas except sand, sandy and slushy soil and transportation of excavated earth by mechanical /manual means with all leads, lifts and delifts including breacking clods maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth over the properly prepared surface including uprooting stumps with cost of hire and running charges of transport vehicle, T&P, royality and all other incidential charges etc. complete asper direction of Engineer-in-Charge. (The earth should be arranged by the bidder at his own cost and royality will be deducted as applicable) Measurement will be taken on finished level section.)

3200

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145.71

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Collecting, supplying and stacking good quality Moorum & sand in regular box heaps of size 1.50mx 1.50m x 0.50m to be measured as one cum and admixing moorum and sand in 60:40 proportion and laying in sub base in layers to the required thickness with all leads, lifts and delifts including cost, conveyance, royality and taxes of all materials etc. with all labour and hire charges of T&P materials required for the work, watering and compacting to the required density in OMC condition with PRR including hire and running charges of machineries etc. complete asper direction of Engineer-in-Charge.

48

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1153.03



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