Construction of Lassar khul Saliskote by way of PCC channel RD(500-1600) mtr

Earth work in excavation by manual means in foundation trench or drains (not exceeding 1.5m in weadth or 10 sqm on plan )including dressing of sides and ramming of bottoms ,lift upto 1.5m ,including getting out the excavated soil and disposal of surplus excavated soil as directed ,within a lead of 50m

All Kind of Soil 50%

Ordinary Rock 20%

Hard Rock(B.P) 30%

Earth work in excavation by Mechnical means (Hydrulic excavator ) in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and rammming of bottoms lift upto 1.5 mtr including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m

All Kind of Soil 80%

Ordinary Rock 10%

Hard Rock(B.P) 10%

Dumping of stones on horizontal excluding supply of stones.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6(1cement:3corse sand (Zone-III) derived from natural:6 graded stone 20mm nominal size derived from natural source

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4(1cement:2corse sand (Zone-III) derived from natural:4 graded stone 20mm nominal size derived from natural source

Cement concrete flooring 1:2:4 (1cement:2coarse sand: 4graded stone aggregate finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps extra complete 40mm thick with 20mm nominal size stone aggrgates.

Centring and shuttering including strutting propping etc,and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters.

Carriage of material from source to site of work including loading, unloading and stacking etc complete

(i)Cement for an average lead upto 25Km by MT &500m Headload

(ii) sand for an avg lead 15 Km by Mt &500m by Headload

(iii) Stone agg for an avg lead 15 Km by Mt &500m by Headload