Construction of road From Tarathi to Bagla limb

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, in 80% all kinds of soil,10% soft rock and 10% hard rock (Blasting Prohibited)

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 in 80% all kinds of soil,10% soft rock and 10% hard rock

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering in 1:5:10 mix

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. In 1:3:6 mix@20% plum

Dry random rubble masonry with hard stone without bond stone

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

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

providing and laying 1000 mm dia H.P.C (complete job)

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 stone aggregate at site 63mm-45mm

Supplying and stacking stone screening at site 13.20mm

Supplying and stacking of 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.

a)carriage of sand 125 km by MT

b) carriage of stone aggregate below 40mm 16 km by MT

c)carriage of stone aggregate 63mm-45mm 16 kmby MT

d)carriage of stone screening 16 km by MT

e)carriage of good earth 1 km by MT

f)carriage of stone 5 km by MT