Name of Work:- Construction of canal trough section from RD 780m to 1030m of Balia-3 Sub-Minor near Balia village.
Sl. No.
Item Description
1
Earth work in excavation in foundation in hard soil within initial lead of 50m.& initial lift of 1.50m. and breaking clods to maximum 5 C.m. to 7 C.m.size and laying in layers not exceeding 0.30m. depth etc. complete as directed by the Engineer-in-charge.
2
Sand filling in foundation and plinth with all cost, conveyance, royalty, taxes with all labour charges, watering, ramming etc. complete as per the specification and direction of the Engineer-in-charge.
3
P.C.C. work of M-15 grade with 40mm and down grade black hard granite (crusher broken) stone chips including hoisting and laying as directed by the Engineer-in-charge.
4
Cement concrete M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying graded mixed in concrete mixtures including cost of all materials, machineries and labour and placing of mixed concrete with all leads, lifts, delifts upto 1.5m height above average ground level as per direction of Engineer-in-charge.
5
Supplying , fitting and placing of reinforcement including cutting ,bending,binding of M.S. rod size including all cost, conveyance, labour charges, taxes of reinforcement etc. complete as per the specification and direction of the Engineer-in-charge.
6
Rigid and smooth centering, shuttering including all cost, conveyance, taxes, royalty dismantling after specified period and removing the debris after completion of works clear off the work site etc. complete as per the direction of the Engineer-in-charge.
7
Earthwork any approved type of soil in approved borrow area by mechanical means loading into & transportation by mechanical means and unloading the soil within initial lead of 5km on properly prepared and unloading the soil within initial lead of 5km on properly prepared and roads etc including rough dressing and levelling, breaking the clods to maximum 5cm to 7cm and laying the excavated materials in the earmarked place in layers not exceeding 0.30m in depth and as per specification approved by the dept. along with proper camber excluding GST and including labour charges , tools 7 plants, cess, rehandling of excavated materials if required etc. all costs incidential to the work all completes as per specification & direction of the Engineer-In-Charge. Please Enable Macros to View BoQ information
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