Name of Work:- Construction of C.C Lining to Left Main Canal inbetween RD 22.500KM TO RD 24.00km UNDER BIP.
Sl. No.
Item Description
1
E xtra work in Ordinary soil or gravelly soil within initial lead and lift of of 50mt and initial lift of 1.5 mt including rough dressing and breaking clods to max 5cm to 7cm and laying in layers not exceeding 0.30 m in depth etc. complete.
2
Earth work in excavation of foundation in hard soil or gravelly soil with in initial lead and lift of 50mts and 1.5mts respectively including dressing and levelling the bed and depositing the excavated earth at place away from the work site with all leads and lifts including cost of all labour, T&P and dewatering if required for the work etc; complete and as per specification and direction of Engineer-in-Charge.
3
Filling foundation and plinth with sand watering and ramming including cost, connveyance , royality taxes and labour etc. complete as directed by the Engineer in charge.
4
Providing rigid shuttering with the box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs , barrages and dams blocks including cost of all materials , labour etc complete as directed by the Engineer-in-charge.
5
Cement concrete M15 with 20 mm size down graded hard granite chips of approved quality free from skin and weathered surface and foreign materials , mixed in concrete mixer including cost, conveyance, royalty and taxes of labour, materials & machineries to the work site with all leads, lifts and delifts upto any height by any hoisting device for hoisting and placement in position to proper grade and profile including vibrating by mechanical means for proper consolidation and curing for 21 days with dewatering and cleaning old surface as per specification before laying fresh concrete etc. complete as per direction of Engineer-in-charge including mobilisation & demobilisation of men, materials and machineries etc. and providing illumination, if required, including clearance of slush and muck before handing over etc. as directed by the Engineer-in-charge.
6
E xtra work in hard soil or gravelly soil within initial lead of 50mt and initial lift of 1.5 mt including rough dressing and breaking clods to max 5cm to 7cm and laying in layers not exceeding 0.30 m in depth etc. complete.
7
Filling foundation and plinth with excavated earth including watering and ramming etc. complete as directed by the Engineer in charge. Please Enable Macros to View BoQ information
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