Development of link road from Jamia Masjid Parnewa to Wager.

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

P/L of stone soling handpacked tightly including ramming and all carriages of material

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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.

Providing/Laying of GSB i/c watering, levelling and consolidation in layers by 8 to 10 tonne capacity road roller to required gradient and camber including all costs and carriages upto site of work,complete.

Carriages of Material by MT

Sand av lead of 40 KM

Stone agg av lead of 20mm size av. elad of 20 KM

Stone agg av lead of 40mm size av. elad of 20 KM

Supplying, stacking , laying , spreading and compacting of Graded crushed stone agg. Of (63mm to 45mm size) WBM G-II in uniform thickness including rolling with PRR 8-10 Tone capacity in stages to proper grade and camber applying and brooming requisite type of stone screening 13-2mm size and binding material to fill up the interstics of coarse agg. watering compacting to required density with all leads, lifts and carriages as involved upto site of work complete job.

Providing and laying RCC Pipes in proper position including excavation of trenchs, ramming of bottom, dressing of sides providing required cushion over the pipes including loading unloading and carriage upto stie of work complete. ( RCC Spun Pipes 12" dia).