Construction of Road from Tanda upto Eissapur Jagti Nagrota. Phase 2nd by way of crates and H.P Culvert in Km 1st

Amount

Earthwork excavation by manual means in trenches for foundations, drains, pipes, cable etc. (not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 Sqm on plan, depth upto 1.5 Mtr including disposal of excavated earth upto 1 mtr from cutting Edge, disposed earth is to be levelled and neatly dressed in all kinds of soil.

Providing and laying in position 0.90 mtr dia Hume Pipe Culvert (as per direction of Engineer in charge) all Complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) (Crushed)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level 1:3:6 grade (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) (Crushed)

Hand packed stone in wire crates incl. cost of stones & incl. cost of crates (crate size 6.00x1.20x1.20m).

Centering and shuttering including strutting, propping etc. and removal of form work for :-

Foundations, footings bases of columns etc. for mass concrete.

Providing, laying watering and compacting in layers not exceeding 200mm thick with 80-100 KN road roller, river bed material free of organic material mixed with coarse aggregate / round Nalla shingle maximum aggregate size 75 mm including carriage from source of supply to site of work inclusive of all leads and lifts complete

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.

Stone aggregate below 40mm size av. 5.0 kms

Sand for an avg. lead of 10.0 kms.

moti ram