Water Resources Department Tender

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Water Resources Department - WRD Tender

Eprocure
Opening Date18 Dec 2021
Closing Date27 Dec 2021
Tender Amount₹ 25,17,152 
Notes
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Description

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BOQ Items

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P.C.C. (1:2:4) in foundation and plinth using 12mm H.G.C.B. metal including cost, conveyance , royalty, labour charges and T & P etc. complete as per the direction of the Engineer-in-Charge.

11.07

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5911.8

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16mm thick cement plaster (1:6) using good quality of sharp clean washed sand of approved quality in all floors finished smooth to inside rough surface of brick wall with scafolding after racking out the joints including watering, curing, cost, conveyance, royalty, taxes of all materials and cost of all labour, T & P etc. required for the work complete and as directed by the Engineer-in-Charge.

314.1

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177.6

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Rigid & smooth centering and shuttering for R.C.C.works including falseworks and dismentaling then after casting including cost of materials,carriage,taxes,labour and T&P etc. required for the work in all respect complete.as directed by the Engineer-in-charge . a) Foundation footing and column base & plinth beam

202.52

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103.6

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Rough stone dry packing in approns and revetments with hard granite stones etc complete with all cost , conveyance, royalty and taxes of all materials, labour, T & P etc complete as per the direction of the Engineer-in-charge.

3

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993.4

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Filling foundation and plinth with excavated materials including all labour charges, T & P etc complete as directed by the Engineer-in-Charge.

100.16

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104.9

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Fine dressing and turfing the slopes of the dam or dyke with compact Dub grass with initial lifts and leads including all labour charges and T. & P. etc complete as per the direction of the Engineer-incharge

4263

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10.8

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Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel, moorum, etc. interspread with boulders up to 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per specification as directed by the Engineer-in-charge within an initial lead of 1km from the place of excavation etc. complete.

30235.93

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46.9

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Dozing in layer not exceeding 22.50 cum to 95% dry density including hire and running charges of all machinaries etc. complete in all respect as per direction of the Engineer-in-Charges.

4356.88

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8.3



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