special repair work on the ashtabhuja delhna to gangpur link road on panchkoshi marg. (hot mix plant) - providing, laying, spreading and compacting of sukrut stone aggregates of specific sizes (22.4-53mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405.(including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst) 2 providing and applying tack coat with bitumen (vg-10) using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom and air compressor as per technical specification clause 503. (including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst) 3 providing, laying and rolling of open-graded premix carpet of 20 mm thickness with hmp composed of 13.2 mm to 5.6 mm dalla grit aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of type type c as per technical specification clause 508. (including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst) 4 providing and laying seal coat with hmp 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 (including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst) 5 construction ofunreinforcedplain 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 m30 (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 formwork 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 andconstruction joints andnear approaches and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawingand technical specification clause 1501 as direction by the e/i. (including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst) 6 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000m as per technical specification clause as per mord 303.1. (including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst)