Permanent Restoration for Construction of Katyara to Kansar via Haddal.

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: 1 meter from cutting edge All kinds of soil

Slip Clearance In ordinary soils disposal lead upto 50 m and lift upto 1.5 m.

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 40 mm nominal size)

Hand-packing stones in wire-crates; excluding cost of crates and including cost of stones

Supply of B.A. wire crates size 20' x 4' x 4' mesh size 4" x 4" dia of mesh 4mm

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

Carriage of Materials

Sand for an Avg. distance of 40 Kms by MT

Bajree for an Avg. distance of 40 Kms by MT

Stone for an Avg. distance of 5 Kms by MT

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