East Kania Embankment to Uttarana Via Balipatna road_Road_Pothole Repair and PMC and Seal coat2.400 to 3.000

Clearing & grubbing road land including uprooting rank vegetation , grass, bushes,shrubs, saplings & trees girth upto 300 mm, removal of stumps of such trees cut earlier & disposal of unserviceable materials by manual means & stacking of serviciable materials to be used or acutioned, upto a lead of 1000 m including removal & disposal of top organic soils not exceeding 150 mm in thickness as per technical specification clause 210 & as per direction of the Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with PRR 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of H.G stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 404 of MoSRT&H specifications including cost, conveyance, royalty, taxes, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.WBM Gr.III(with Stone screening)

Providing and applying primer coat with bitumen emulsion SSI on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoSRT&H specifications including cost, conveyance, royalty, taxes, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

Providing and applying tack coat using bitumen @0.2kg per sqm on the prepared bitumenous surface/granular base treated with primer/ granular base (not primed) cleaned surface including cost of all materials, labour , T&P etc. complete as per the specification and direction of the Engineer-in-Charge.

Labour for scraping cleaning the road suface applying tack coat using 3.0 kg of bitumen for 10 Sqm and laying 37.5 mm thick built up spray grouting in one layer using 0.45 cum of 25 mm to 40 mm size hard granite metal and 12.00 kg penetration grade of bitumen for 10 sqm with 0.12 Cum of 12 mm size hard granite chips as key stone for 10 sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries but excluding cost and conveyance of bitumen ,metal and chips complete as per specification and direction of Engineer in charge.

Providing and laying 20 mm thick premix carpet using 0.27 cum of 13.2 mm to 5.6 mm size crushed stone chipping & 14.60 kg. penetration grade of bitumen per 10 sqm including hand packing to proper camber and consolidation with PRR including hire and running charges of PRR, hot mix plant, bitumen boilers and other T&P articles but excluding cost & conveyance of chips & bitumen complete as per specification & direction of the Engineer-in-charge

Providing and laying 6 mm thick precoated seal coat Type - B using 0.06 cum of 6.7 mm size chips and down graded as per sieve analysis and 6.8 kg. of bitumen per 10 sqm including hire and running charges of PRR, hot mix plant, tar boiler & all other T&P articles but excluding cost & conveyance of chips & bitumen.

Providing the road surface in the both sides of berm manually with approved quality of moorum including all labour charges for spreading, laying, levelling for the work including cost, conveyance, royality and taxes of all materials, finished item of works as per the specification and direction of the Engineer-in-Charge.

Construction of un-reinforced , dowel jointed at expansion and construction only, plain concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge.