RESTORATRION OF FOOT BRIDGE AT VIRGAN RAFTING POINT MOVERA BLOCK PAHALAGAM

Site clearance by the way of engagement of labors for removing old existing construction, and removing other obstruction (sub to actual

Diversion of nallah during execution of work incld construction of diversion complete and Hiring And running charges of Dozer D-80-A12 All compleate (To be paid as per the actual work done)

Dewatering of trenches including the hiring and running charges of submerisible pumps all compleate (To be paid as per the actual work done)

Earth work in excavation by mechanical means in trenches for foundations drains , pipes , cables etc. (exceeding 1.5 m in width ) and for shafts , wells , cesspits and the like exceeding 10 sqm on plan depth up to 5 m including disposal of excavated earth up to 50 m from cutting edge disposal earth is to be leveled and neatly dressedB) Ordinary rock

P/L stone soling hand packed incld carraige upto site complete

P/L in position specified grade of cement concrete excld. the cost of centering , shuttering , finishing . 1:4:8 ( 1 cement :4 coarse sand : 8 graded stone agg. 40 mm nominal size) All works upto plinth level incld all carriages complete

Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 5.2.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) raft

Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 5.2.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Filling available excavated earth/stones/GSB in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. 1:3:6 (1 cement : 3coarse sand : 6 graded stone aggregate 20 mm nominal size)