Constt of foot Bridge Near Eidgah Amkoot

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.

Provinding and laying in position, specified grade of reinforced cement conc. excluding the cost of centering, shuttering, finishing and reiforcement. All work up to plinth level 1:1.5:3 (1 cement:1.5 coarse sand :3graded stone agg. 20 mm nominal )

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

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

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

1:2.4 (1 cement:2 coarse sand :4 graded stone agg. 20 mm nominal )

1:3:6 with 30 % boulders (1 cement:3 coarse sand :6 graded stone agg. 20 mm nominal )

mohd ramzan

SH. SHAMAS UD DIN