Construction of Link road from Lehi-Ghared road to Village Nawanagar Madi Km. 0/0 to 0/250 (SH.- Construction of 01 No. HPC Culvert, soling G-I and G-II in km. 0/000 to 0/175) (DC Deposit)

Amount

Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes , backfilling and disposal of surplus cut material with in a lift upto 1.5 m and lead upto 20 m as per clause 1603.2 including carriage of material with in all lead and as per the direction and entire satisfaction of Engineer-in charge. any loss to the public/private property shall be absolute responsiblilty of the contractor and shall be duly compensated by the contractor in all respect.

providing and laying cement concrete 1:4:8 (one cement, four sand ,eight graded crushed stone aggregate 40mm (forty millimeter) Nominal size ) and curing complete including mechanically mixing and vibrating excluding cost of frrm work including carriage of material with in all lead and as per the direction and entire satisfaction of Engineer-in charge.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clause 802,804,805,806 ,807,1202 and 1204 (1:3:6) ( 1cement:3coarse sand : 6coarse aggregate 20 mm nominal size) including carriageof labour, material and equipments with in all leads and lifts as per the direction and entire satisfaction of Engineer-in charge.

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause1106.900mm dia including carriage of labour, material and equipments with all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full hieght compacted to firm condition complete as per drawing and techanical specification clause 1204.03.8.

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including carriage of material with in all lead and as per the direction and entire satisfaction of 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 withthree wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstics of coarse aggregate watering and compacting to required density grading 1 as per techanical specification clause 405. WBM G-I manual means including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges

Providing Laying Spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling withthree wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstics of coarse aggregate watering and compacting to required density grading 2 as per techanical specification clause 405. WBM G-II manual means including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges

VIRENDER SHARMA