Permanent Restoration of Link road Marh to Showa and Lamberdar Mohalla Chibba.Kheeri Dadyal Pangali

Providing and laying watering and compacting in layers not exceeding 200mm thick with 80-100 KN road roller, river bed material free of organic material mixed with coarse aggregate / round Nallah shingle maximum aggregate size 75mm including carriage from source of supply to site of work inclusive of all leads and lifts complete.

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil :

Providing and Laying , spreading WBM Gr-II (with speacified stone aggergrates Stone screenings and binding Material complete including sorting , spreading to templete and consiolidations with power Road Roller 8 to 10 ton capacity etc. and base stone aggerate 63 mm to 45 mm size incl. stone screning size 13.20mm

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)

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Sand/ Stone Aggregate below 40mm nominal size for an average lead of 10.00 kms

Stone Aggregate above 40mm nominal size for an average lead of 10.00 kms