Strengthening by way of Repair Renovation of 1.50 mtr. span RCC culvert on Old Basohli Plahi road in Km.3rd Under Non-Plan

Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.

Demolishing cement concrete floor manually including disposal of material within 50 metres (C.conc. 1:3:6)or richer

Earthwork in excavation by mechanical means (Hydraulic excavator) in trenches for foundation, drains, pipes etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on Plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out the excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 mtr. a) All kinds of soil

Providing and laying cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: a) 1:5:10 (1 cement:5 coarse sand:10 graded stone aggregate 40mm nominal size).

Providing and laying cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: a) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) with 20% boulders.

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centring ,shuttering, finishing and reinforcement. All work upto plinth level with: a) 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: a) Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting propping etc. and removal of form work for:-

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

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

Edges of slabs and breaks in floors and walls under 20cm wide.

Disposal of material for a distance of 2.00 km.

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.

Sand from Billawar crusher for an average lead of 55.00 Km. by M.T.

Stone aggregate (Crusher bajree) below 20mm nominal size from Billawar crusher for an average lead of 55.00 Km. by M.T.

Stone aggregate 40mm nominal size & above from Billawar for an av. lead of 55.00 km. by M.T.

Stones / boulders from local nallah for an average lead of 5.00 Km. by M.T.

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