Foot Bridge at Triyali W.No.4 and 7

Amount

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. A). 30 % All kinds of soils

Providing and laying in position cement concrete (1:3:6) mix in foundation and plinth with 20% boulders.

Reinforced cement concrete work in walls ( any thickness) including attached pilaster buttressess, plinth and string courses , fillets , columns, pillars , piers, abutments, posts and struts , etc up to floor five level excluding cost of centring shuttering finishing and reinforcement 1:1.5:3 (1 Cement : 1.5 coarse sand :3 graded crushed stone aggregate 20 mm nominal size)

Reinforcement for RCC work including straightening,cutting bending, placing in position and binding all complete upto plinth level Thermo Mechanical Treated bars

Refixing of Structural Steel work in built up sections welded in trusses, beams, pots etc along with a primimng coat all complete

Structural Steel work in built up sections welded in trusses, beams, pots etc along with a primimng coat all complete

Centring and shuttering including strutting propping etc. and removal of form for :-For Columns and Beams, piers, abuttments etc.

Dry Boulders in pitching in horizontal position all complete

RR Stone Masonary in 1:6 cement:Sand mortar with nallah stones in foundation and plinth

Dry RR Stone Masonary with nallah stones in foundation and plinth

Provision for Elastometric bearings

Provision for Citizen Information Board

IMRAN MAJID

M/S KULDEEP KUMAR