ROAD WIDENING WORK FROM MAKODIYA AAM NAKA AGAR ROAD TO KANIPURA ROAD VIA VIRAT NAGAR (UJJAIN)

Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200

Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately) ncluding stacking of serviceable material and disposal of unserviceable material within 50 meters lead.

Dismantling tiled roofing with battens boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.

i) Girth from 300 mm to 600 mm

ii) Girth beyond 600 mm to 900 mm

iii)Girth beyond 900 mm to 1800 mm

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes ,shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable material sand stacking of serviceable material to be used or auctioned up to a lead of 1000 meter including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200. (a) In area of light jungle

Roadwork in soil Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification.

Construction of embankment as per provisions of Section 305 with approved materials obtained from borrow pits confirming to requirements given in Table 301-1 of the specifications with all lifts and lead up to 2500 m, including transportation to site, watering, compaction by vibratory roller/heavy pneumatic type roller etc. confirming to requirements given in Table 301 2 of the specifications.

Construction of Embankment/Sub-grade/Earthen Shoulders with material obtained from other sources, as per provisions of Section 305 of the specifications, with approved materials/soil confirming to requirements given in Table 301-1 of specifications including all lead and lifts, including cost of watering, compaction by vibratory roller/heavy pneumatic type roller etc. confirming to requirements given in Table 301 2 of the specifications complete.