Permanent Restoration of Kaskoot Krawa via Hardbare Road by way of Construction of BWall in Km 1st RD 75 200 under 3054

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: All kinds of soil

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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

Dry Random Rubble Masonary with hard Stone in foundation and plinth, using Nallah Stone without bond stone.

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah

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)

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

Carriage of Material by Mechnical Transport including Loading, including stacking 1. Sand for an avg lead of 60 Km

2. Aggregate below 40 mm for an avg lead of 30 Km

3. Stone for an avg lead of 05 Km by MT

4. Earth for an avg lead of 01 Km by MT

5. Cement for an avg lead of 05 Km by MT