Special Repair of Itarni to Mandalpur Road

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.( Excluding Cost of GST)

Providing & applying Tack Coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.30Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with Machanical broom, including all Taxes, Material, Labour, T&P etc required for proper completion of the work, as per MORD specification No. 503(Including Cost of Bitumen or Emulsion But Excluding Cost of GST)

Providing, laying & rolling of open graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.60mm aggregates including mixing in a suitalbe plant, laying & rolling iwth a three wheeled 80-100KN static roller capacity, finished to required level & grades bitumen @ 14.6Kg./10Sqm. area for premixing including all material, Labour and T&P etc required for proper completion of the work, as per MORD Specification No. 508(Including Cost of Bitumen or Emulsion But Excluding Cost of GST)

Providing and laying seal coat type "C" scaling the voids in a bituminous surfsce PC. surface laid to specified levels grade and cross fall using with 67 mm nominal size grit of Approved quarry @0.09 cum per 10sqm with Bitumen @ 6.50 kg/10sqm including heating of Bitumen to the required temperature and including all material, Labour & T&P ete as per Clouse 510 of MORD Specification.(Including Cost of Bitumen or Emulsion But Excluding Cost of GST)

CEMENT CONCRETE PAVEMENT (CC ROAD) Construction of un-reinforcement plain cement concrete pavement thickness as per design, over a parepared sab base with 43 grade coment or any other type as per clause 1501 1.2M 30(grade) coarse and fine ggregate conforming to IS 383 maximum size of coarse aggregate not exceeding 25mm mised in a concrete mixer of not less then 0.2 Cum capacity and appropriate weight batcher Josing approved mix design, laid in approved fixed side from work (Steel channel laying and faxing of 125 micron thick plastic sheet, wedges steel plates including levelling the form unk as per drawing) spreading the concrete with shovels, rakes compacted using needle arved and plate vibrators and finished in continuous operation including provision of traction and expansation construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (Where pecified) and water finishing to lines and grade as per drawing and technical specification approved Quarry grit Clause 1501.( Excluding Cost of GST)

Construction of Subgrade and earthen shoulders of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of as per Technical specification clause 303.1 ( Excluding Cost of GST)