NH 234 M and R 313 80 to 328 80

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, hire charges of all machineries etc., complete. and as per the directions of Engineer in charge.

Maintainance of Earthern Shoulder (filling with fresh soil).Making up loss of material/irregularities on shoulder to the design level by adding fresh approved soil upto 150mm excavated by excavator, carriage by tipper and compacting it with plate compactor to the desired field density including cost of materials, labour,hire charges of machinery, loading, unloading lead upto 1 km, lift etc complete and as per the directions of Engineer in charge.

Maintainance of Earthern Shoulder (stripping excess soil).Stripping excess soil from the shoulder surface upto 75 mm to achieve the approved level and compacting with plate compactor including cost of all labour,hire charges of machinery, loading, unloading lead, lift,disposal of earth etc complete and as per the directions of Engineer in charge.

Earthwork excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopees in accordance with requirements of lines grades and cross sections and transporting to embankment locatio within all lifts and lead upto 1000m complete and as per the directions of Engineer in charge.

Providing and applying Tack Coat as per Table 500-5 on prepared surface using VG-10 grade Paving Bitumencomplying with IS 73-2013 and as per IRC-22 of approved quality and make including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying by Bitumen Pressure Distributor, including cost of all materials, labour, hire charges of machinery, loading, unloading stacking, etc complete, except lead for bitumenn on BTsurface at 2.0 kg-per10sqm and as per the directions of Engineer in charge.

Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-17 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with bituminous binder VG-30 garde paving bitumen(as per clause 504.2.1) complying with IS 73-2013/IS 15462(IRS SP53) in Batch/ hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, except lead for Bitumen with a lead of mixed material upto 1 Km excluding cost of primer/tack coat. (Compacted thickness)Using 40-60 TPH Hot mix plant and Mechanical Paver Finisher grading to using VG 30 grade 60/70 grade and as per the directions of Engineer in charge.

K Arundev

Bidder Name

K Arundev

C N UMESHA PWD CONTRACTOR