Name of Work:- Construction of new drainage syphon and village road bridge at RD 2520m of Umuri syphon.
Sl. No.
Item Description
1
Dismantling of Lime Concrete, cement concrete grade M-10 and below including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres etc. complete as per direction of the Engineer-in-charge.
2
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.
3
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.
4
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.
5
P.C.C. work of M-15 grade with 20mm and down grade black hard granite (crusher broken) stone chips including hoisting and laying as directed by 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
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.
8
R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusher broken) stone chips including hoisting and laying as directed by the Engineer-in-charge.
9
Earth work in filling in canal embankments with hard soil within two extra lead over 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. Please Enable Macros to View BoQ information
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