Foot bridge at Chacki dar Nallah

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

P /L of dry stone pitching on horizontal surfaces

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering .All work up to plinth level . 1:4:8 mix

Providing and laying in position cement concrete (1:3:6)mix in foundation &plinth using 20mm Nallah stone aggregate with 30%boulders excluding shuterring including all leads and lifts complete

Providing and laying damp proof course 50 mm thick with cment concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size ( Crushed )

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

Centring and shuttering including strutting propping etc. and removal of form for :-Foundations, footings, bases of columns etc for mass concrete

Dry Random Rubble Masonary with hard stone in foundation and plinth Using Nallah stone with out bond stone

filling and dumping of the boulders

40 mm cement concrete flooring with 20 mm nominal size stone aggregate

HILAL SADIQ SHAN

Abdul Gani Malik

Abdul Majid

Fayaz Ahmed