SR to Nakhapada-Upperkata road from 0-374 to 1-757 and 2-293 to 2-709 Km. for the year 2025-26

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per the direction of the Engineer-in-Charge.

Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bitumenous etc complete as per dierection of Engineer-in-Charge.

Labour for scrapping cleaning road surface applying tack coat using 3.00 kg of Bitumen for 10 sqm and laying 37.5 mm thick BUSG in one layerusing 0.45 cum of 25 mm to 40 mm size Granite metal and 12.00 kg Bitumenof penetration Grade for 10 sqm with 0.12 cum of 12 mm size chips as key stone for 10 sqm spreading over and laying including heating pouring and spreading over and preading bitumen metal chips and rolling with PRR including hire and running charges of PRR and all other machineries including cost and conveyance of all materials etc complete as per direction of Engineer-in-charge.

Providing and applying tack coat with bitumen emulsion using emulsion distributor @ 0.30kg/sqm on the prepared surface cleaned with mechanical brooms as per direction of Engineer-in-charge.

Providing and laying S.D.B.C of 25mm thick on prepared surface and laying with paver finisher to the required level rolling with paver finisher etc complete as per the direction of Engineer-in-Charge.

Earth work in ordinary soil in embankments, roads, etc. with approved material obtained from borrow pits with 5 Extra lead of 25m or part there of over the initial lead including hire and running charges of Roller and all other machineries , cost, conveyance & royality of materials , T&P and Cess required for the work etc complete as per specification & direction of Engineer-in-Charge.

Reinforced cement concrete M-15 Grade BOUNDARY PILLAR of standard design as per IRC-25-1967 ,Fixing in position including finishing and lettering but excluding painting etc complete as per the direction of Engineer-in-Charge.

Providing PCC M-10 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 etc complete as per the direction of Engineer-in-Charge.

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.