tender for in year 2025-26 special repair work of 200 mtr cc work in highway over bridge kuiya to to dharguwa hote hue village dhamni link road in km. 3,4,5(500) in dharguwa abadi portion. - providing laying spreading and compacting stone aggregates of specific size 22.4-53 mm to water bound macadam specificationincluding spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 km in stages to proper grade and camber , mord g-3 2 providing and applying tack coat with bitumen vg-10 using bitumen distributor @ 0.30 kg / sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per mord technical specification clause 503 3 20 mm thick open-graded premix carpet using bituminous (penetration gradie / modified bitumen) binder providing and laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade 4 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grede and cross fall using type c as per technical specification mord sepecification no. clause 510. as per data book item no. 5.12 (b) case - iiitype 5 construction ofun-reinforced, dowel jointed at expansion and construction joint only, 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 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 and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert 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. 6 construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no. 303.1