S R OF CC ROAD PC ON PANUHAR LINK ROAD

Providing, laying, spreading and compacting stone aggregates of 22.4-53mm Sukrut Stone ballast size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, Type-B screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg. per sqm on the prepared bituminous / granular surface treated with primer cleaned with hydrulic broom as per Techinical Specification No. 503

Providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm and 11.2mm dalla aggregate either using 80/100 penetration grade bitumen VG-10 @1.46kg per sqm. To required line,grade and level to serve as wearing course on a previously prepared base,including mixing by mixol,laying and rolling with a three wheel 80-100 KN static roller capacity.as per technical specification clause 508.(Including cost of bitumen).

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510.

Supply and laying of 125 micron polythene sheet under the foundation (for anti salt peter treatment) or over sub-base to act as separation between sub-base and conc. slab (for C.C. road Slab), including supply of all materials, labour T&P required for proper completion of the work.

Laying C.C. Road slab consisting of 1:1.5:3 cement, coarse sand & approved 20mm gauge stone ballast, over prepared sub grade after its rectifications & bringing it to proper camber & including supply of all meterials, labour and T&P etc. Required for proper completion of work, finished to required templete as directed by Engineer-in charge but excluding cost of metal required for rectification of the sub grade.

Exacavation in foundation in ordinary soil ( Loamclay or sand ) including lift upto 1.50 m amd lead up to 30 m and including filling watering and ramming of excaveted earth into the space between the buinlding and the sides of foundation tranches or into the plinth and removal and disposal of surface earth and directed by the Engineer in charge upto a distance of 30 m. from the foundation tranches inclduing all T&P phowarah and basket etc. complete. SOR SL.No.-251

Plain Cement Concrete (PCC) M-10(1:3:6 Nominal Mix) in open foundation complete as per drawing and techanical specification Clause 802.

Stone masonary work in cement mortor(1:4) in foudation complete asper drawing and techanical specification clauses 702,704,1202 and 1203(2nd sort).

Cement pointing with cement mortar consisting of 1 part cement and 3 part of coarse sand as per drawing and Techanical specification clauses 613.3,1204

Cement Concrete base coat over slab and in floors with cement, approved coarse sand and 20mm guage approved stone grit in proportion of 1:2:4 including supply of material, labour, T&P etc required for proper completion of work or as per direction of

Construction of embankment with approved material obtained from borrow pits with a lead upto 30m and lift upto 1.5m spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per techanical specification clause 301.5

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