Permanent Restoration of Shiv Nagar Srawan link road. (Under UT Capex Road Sector 2025-26).

Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: in All kinds of soil.

Random rubble stone masonry with hard stones in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregates 20mm nominal size) upto plinth and curing complete with : Cement mortar 1:6 (1 cement : 6 Coarse sand).

Dry random rubble masonry with hard stone in foundation and plinth without bond stone. (Full Rate).

Providing and laying in position cement concrete (1:3:6) including curing but excluding the cost of centring and shuttering. All work upto plinth level with: Copping

Centring and shuttering including strutting, propping etc and removal of form work coping.

Providing of Weep holes in reinforced concrete abuts, wing walls, return walls etc with 100mm dia AC pipe, extending through the full width of the structure with slope 1:20.

Slip Clearance in 60% ordinary soils and 40% soils mixed with moorum/kankar/shingle/boulders, disposal lead upto 50m and lift 1.50m Ordinary Soil.

Slip Clearance in 60% ordinary soils and 40% soils mixed with moorum/kankar/shingle/boulders, disposal lead upto 50m and lift 1.50m Mixed Soil.

Carriage of stone at an average distance of 05 Kms by MT

Carriage of Sand at an average distance of 12 Kms by MT.

Carriage of Bajri at an average distance of 12 Kms by MT.

Carriage of Mulba at an average lead of 01 Km by MT.

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