Construction of Farm Access Road at LIS Makri,Village Makri,G.P Makri Markandey,Tehsil Jhukhala,Distt Bilaspur (H.P)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil in ordinary rock as directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge..

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading In uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening! binding materials to fill-up the interstices of coarse aggregate watering within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size)

All work upto plinth level within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge.

In retaning walls,breast walls including the cost of framework for plain/reinforced concrete within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge.

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 within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge.