L050-Kapasi Chhak to Kuruli Road__Overlaying CC,BUSG and SDBC and const of Retaining Wall left side0.000 to 0.340 , 0.340 to 1.810 and 0.400 to 0.600

Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete.

Labour for scraping cleaning the road for laying built up spray grout in two layers 37.5 mm thick applying tack coat using 3 kg of bitumen , 0.45 cum of 25 mm to 40 mm size h.g metal and 12 kg of penetration grade bitumen for10 sqm.in each layer with 0.12 cum of 12 mm size h.g.chips as key stones spreading and laying including heating pouring bitumen metal and chips and rolling with PRR with all labour T & P etc. complete.

Providing and applying Primer Coat with penetration grade of bitumen emulsion including all cost, carriage, royality, taxes of materials etc. (Mannually)

Providing and applying Tack Coat with penetration grade of bitumen emulsion including all cost, carriage, royality, taxes of materials etc .(Mannually)

Providing and laying 20 mm thick Premix Carpet using 0.18 cum of 13.2 mm and 0.09 cum of 11.2 mm size chips with 14.60 kg. penetration grade of bitumen per 10 sqm including hand packing to proper camber and rolling with PRR including hire and running charges of PRR, tar boiler and other T&P articles including all cost, carriage, royality of chips and bitumen etc.

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, bitumen mixture, tar boiler etc including all cost, carriage, royality of chips and bitumen etc.

Construction of embankment with approved material obtained from borrow pit with all lift & leads, transporting to site by mechanical means within a lead of 5 Kms,spreading, grading to a required slope & compacting to meet requirement of table 300-2 & clause 305 of MoSRT & H specification for Road & Bridge work etc. complete as per specification & direction of Engineer in charge.

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 serviceable 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.

Cement concrete ( 1:3:6 ) with 4cm size h.g. metal in foundation & plinth including hoisting lowering laying in layers 15 cm thick compacting watering curing with cost carriage royalty of all materials etc. complete.

Construction of un-reinforced plain cement 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.