CONSTRUCTION OF RCC CULVERT at village manoha on kathar bal saroh road PANCHAYAT KATHAR under Non Plan

Earth work in excavation in trenches for foundation, drain, pipes, cables etc ( not exceeding 1.5 m in width ) and for shafts, wells. Cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 m inciuding disposal of excavated earth in:

P/Laying of cement conct. 1:5:10 mix using 40mm N/ size of agg

P/Laying of cement conct. 1:3:6 Of specified grade excluding the cost of form work, cement using 20mm N/ size of agg using 30 % stones

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforcement for RCC work including straightening , cutting, bending, placing in position and binding all complete

Cetering and shuttering including strutting propping etc and removal of form for foundation footings, bases of columns etc for mass concret.

Foundations, footings, bases of columns etc. for mass concrete

Columns, pillars, piers, abutments, posts and struts.

Suspended floors, roofs, landings, balconies and access platforms.

Edges of slab above 20 cm

Filling available excavated earth (excluding rock) 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.

Carriage of material within avg. lead from source to site of work

Sand 2.0 KM by MT

Agg. Below 40 mm 2.0 KM by MT

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