New Construction of 02 nos of E type Qtr Building at Hatura PHC

Earthwork in hard soil or gravelly soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m depth with cost of all labour T&P etc complete.

Earth work in excavation in hard soil with Area Filling in intial lead 50 mtr and lift including rough dressing and levelling the bed etc complete

Supplying, filling in F&P with clean course good river sand including watering, ramming, poking & compacting & cost, conveyance royalties, taxes of all materials, labour, T&P etc. Complete as per direction of Engineer-in-charge.

Providing and laying P.C.C. of (1:3:6) with 2.5cm to 4 cm size crusher broken hard black granite metal with cost, conveyance, royalties, taxes of all materials, all labour,T&P etc. Complete as per direction of Engineer -in-charge. (A.C.C, Ultratech, Dalmia cement use)

Providing and laying R.C.C. work in M-20 grade with 20mm and down grade black hard granite crusher broken stone chips of approved quality from quarry with smooth centering and shuttering hoisting and laying in layers including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. complete as per direction of the Engineer-in-charge. (A.C.C, Ultratech, Dalmia cement use).Base of Column (Ground Floor)

Plinth Band (Ground Floor)

Column Beam & Bed block (Ground Floor)

Lintel (Ground Floor)

Chajja (Ground Floor)

Roof Slab (Ground Floor)