R.R damages on Jeori Nawara Nawaroo road Km. 0.000 to 2.000

Amount

Cutting in earth work in all height and all heights and all kinds of soils such as spade work, pick work, jumper work, blasting work, soft rock, hard rock chiseling work and wedgiong out of rocks where blasting is prohibited including their intermediate classification of soil including sturated soil and disposal of all excavated unserviceable material all leads and lifts to avoid damages to the properties of the public and Govt. All seful material/stones available from blasting/chiseling shall be property of department and minimum 1409.58cum stones available from blasting shall have neatly stacked at suitable place as directed by the Engineer-in-charge. otherwise recovery @300/- per cubic meter shall be effected from the bill of the contractor. The road 5/7 meter wide 5 meter in straight and 7 mete in curves.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil including carriage of material within all leads and lifts and as per HP.PWD., specifications of 1990 volume-I and as per direction of Engineer-in-Charge.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Providing and laying concrete 1:4:8 (1 cement :4 sand:8 graded stone aggregate 40mm nominal size) for plain/reinforced conrete inopen foundaitons complete as per drawing and technical specificaiton clauses 802,803,1202 and 1203 including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-charge.

Providing and laying of boulder apron laid in wire crates with 4mm dia G.I. wire conforming to IS:280 and IS: 4826 in 100mmx100mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40Kg each including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 wutg grabykar nateruak including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

NARAYAN SINGH