Improvement and Restoration of D 16 near RD 6250 RD 7080M and Rd 7150M

Amount

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

Silt clearance from canals. Inclusive of initial lead and lift (50m & 1.5m respectively) Dry

Silt clearance from canals. Inclusive of initial lead and lift (50m & 1.5m respectively) Wet

Dismantling concrete grouted stone pitching in aprons drains etc. including stacking of serviceable material and disposal of unserviceable material, stacking /disposal lead upto 100 meters.

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: All kinds of soil :

Dry stone pitching (any thickness) excluding cost of stones. On Slopes

Dry stone pitching (any thickness) excluding cost of stones. On Horizontal

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 20 mm nominal size)

15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 fine sand)

Supply of stone

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

Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal/side slopes; complete including curing.

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:

Carriage of Materials from Source to site of work a) Carriage of sand and bajri av. 10 Kms by Mechincal Transport

Carriage of Materials from Source to site of work b) Carriage of stonei 40 MM aggregate av. 10 Kms by Mechincal Transport

Carriage of Materials from Source to site of work c) Carriage of supply of stone av. 10 Kms by Mechincal Transport

Carriage of Materials from Source to site of work d) Carriage of earth av. 3 Kms by Mechincal Transport

m/s asha nand (BID ID -2300350)

M/S SUSHIL GOVT CONTRACTOR (BID ID -2306300)