Construction of main lane by way of Cement concrete from Geelani Manzil to Culvert and lane 01 from H/o Fayaz Ah Bhat to Makhdoomi Manzil at Shahdaab Colony Mallabagh Dangerpora

Engagement of Labours for site clearance

Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.

Providing & laying stone soiling including compacting, watering including all carriages of material complete

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Cement concrete 1:2:4 ( 1 cement :2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation, finishing and tamping complete.

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

Providing and fixing of 600mm * 600mm Readymade Polycrate manhole frame and cover of approved shape and standard size and as approved by Engineer In charge including cost fittings and of all carriages.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 150 mm dia. R.C.C. pipe

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 250 mm dia. R.C.C. pipe

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 300 mm dia. R.C.C. pipe