Name of Work:- Improvement to Malipali Minor within RD 00 to 13m and RD 1800m to 1970m.
Sl. No.
Item Description
1
Earthwork exavation in all kind of soil including dressing and levelling the bed and depositing the excavated materials away from the work site with all leads, lifts, sundries, T&P required for the work etc complete as directed by the Engineer in Chargeper the direction of Engineer-in-charge.
2
Filling foundation and plinth with sand including cost, conveyance & royalty of all materials to the work site including watering & ramming with all leads, lifts, sundries & T&P etc. complete, as per direction of Engineer-in-Charge.
3
Cement concrete M-15 using 40 mm & down graded H.G.C.B. Chips free from weathered skin surface including cost, carriage royalty and taxes of all materials to the work site mixing and laying of concrete in position and compacted properly with all leads, lifts, sundries, T & P required for the work etc. complete as per the Direction of the Engineer in charge.
4
Cement concrete M-20 with hard granite coarse aggregates of maximum nominal size 20mm and down graded free from weathered skin including cost, conveyance, royalty and other taxes of all materials to the work site, mixing and laying of concrete in position & compacted properly with all leads, lifts, sundries with all hire & running charges of machineries such as concrete mixer, vibrator etc. required for the work site with proper compaction and curing etc. complete as per the direction of Engineer-in-charge.
5
Rigid smooth centering & shuttering for cement concrete works including false work & dismantling after casting and clearing the debries from worksite with all leads, lifts, sundries including cost, conveyance labour T&P etc. complete as directed by Engineer-in-charge
6
Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification including cost, convenyance and royality of all materials to site, T&P sundries, etc. complete as per direction of Engineer- in- charge
7
Filling in foundation and Plinth with excavated materials incluiding watering, ramming etc complete as per direction of Engineer in charge
8
Exavation of any typy of soil in approved borrow area by mechanical means loading into & transportation by mechanical means & unloading the soil with all lead on properly prepared surface including breaking clods to maximum 5cm to 7cm & laying in layers not exceeding 22.5 cm with all leads, lifts, sundries including cost, conveyance labour T&P etc. complete as directed by Engineer-in-charge. Please Enable Macros to View BoQ information
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