Macadamisation of Khojhgam Lohidhar link road Km 1st to Km 4th (Under Cities and Towns (C and T) Sector Capex Budget 2026-27). (7th Time).

Slip Clearance including clearance of drain in ordinary soils klead upto 50 mtr and lift 1.50 mtr.

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 :

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) with Nallah Stone.

Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Labour Rate) with stone made available from removing individual boulders.

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)

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

Supplying and stacking at site graded crushed stone aggregate of size 90 mm to 45 mm.

Supplying and stacking at site graded crushed stone aggregate of size 63 mm to 45 mm.

Supplying and stacking at site stone screening 13.20/11.20 mm nominal size.

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.