Cons of Head Weir Nr. Aghanjar Mahadev Bridge at Manuni Khad

Excavation in foundations, trenches, etc., in all types of soil, including pick work, jumper work, chiselling of hard or soft rock where blasting is prohibited, and excavation in slushy, marshy (daldal), or saturated soil; including dewatering by pumping or bailing out water at all depths. The work also includes stacking the excavated soil within site limits, away from the edge of excavation; refilling the stacked soil in 15 cm (fifteen centimeters) thick layers into plinths or foundations, as required; consolidating each layer by ramming and watering; and disposing of all surplus excavated earth — complete in all respects, as per the direction and to the full satisfaction of the Engineer-in-Charge, within all leads and lifts. 100% Chiselling work in hard rock

Providing and laying cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in:-Foundation and plinth i/c carriage of material complete in all respect within all leads and lifts as per direction and to the entire satisaction of Engineer-in-Charge.

Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30 x 30 x 5 mm so as to give a fair finish including centering shuttering struting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor two ceiling not exceeding 4 meters and removal of the same for in-situ- reinforced concrete and plain concrete in: Vertical surface such as wall (any thickness) partition and the like i/c attached pillasters, butresses plinth and string course complete in all respect including all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying cement concrete work 1:2:4 (1 Cement:2 Sand:4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-Foundations, footings bases of columns and the like and mass concrete complete in all respect including all leads and lifts as per the directions and to the entire satisfaction of Engineer-in-charge.

In foundation and Plinth complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge within all leads and lifts.

Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters buttersses,plinth and string courses etc. from top of foundation upto floor two level.

Boulder filling dry hand packed tightly under floor complete in all respect as per the direction and to the entire satisfaction of Engineer-in-Charge within all leads and lifts.

Providing and laying cement concrete 1:3:6 (1cement:3 sand:6 graded stone aggregate 20mm nominal size) curring complete excluding cost of form work in foundation and plinth complete in all respect including all leads and lifts as per the direction and to be entire satisfaction of Engineer-In-Charge.

Providing and laying mild steel /tor steel reinforcement for RCC work i/c bending binding and placing in position complete including cost of binding wire up to all floor level complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge within all leads and lifts.

Wire crates made of G.I. wire, filled with boulders with square-cut faces placed against the wire (wire crates to be measured and paid for separately), complete in all respects including all leads and lifts, as per the directions and to the entire satisfaction of the Engineer-in-Charge.