TRACTOR ROAD MAIN ROAD TO PATHI KOTEDHARA Pyt. Kotedhara Block Rajouri Under B2V3

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan) in all kinds of soil including rock and disposal of surplus, excavated earth at dumping sites to be purchased by the contractor of his own and approved by the engineer - in-charge at site for safe disposal of same without damaging private/ public property and all required leads/lifts and carriage complete job All Kind of Soil:40% SR=30% HR=30%

Providing and laying 1.00 mtr HP Culvert inlcuding earth work in cutting laying handling rehandling and construction of HP Complete Job

Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc.(Not exceeding 1.5m in width) and for shafts, wells cesspits and the like not exceeding10sqm on plan, depth upto 1.5 mtr including disposal of excavated earth upto 1 mtr from cutting edge ,disposed earth is to be leveled and neatly dressed in (All kind 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)

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. Complete 50 mm thick with 20mm nominal size stone aggregate.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level 1:3:6 using 30% plum of nallah split stone ( 1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size ) crushed

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level 1:3:6 using 80% boulders ( 1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size ) crushed

Centering and shuttering including strutting, propping etc. and removal of form work for:

Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade.

Supplying and stacking at site:

63 mm to 45 mm

Stone screening of size13.2 mm nominal size (Type A)

Good Earth

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.

Carriage

Fine & Corse agregate for a distnace of 20Km by MT

Stone for a distance of 250 mtr by H.L

Carriage of agregate above 40 mm for a distance of 10 km by MT

Cement for a distance of 20 Km by MT

Shifting of Mulba by 1.00 km by MT

Add cost of sign board