Tender Awards of Najibabad

renewal with repair of mangalkheda harauli narawali khanpur road

reconstruction of nh-734 km 9 hindupur to allaheri bundki road

reconstruction of manjhera shakru idgah road

reconstruction of nh-734 km 75 to kasampur garhi road

reconstruction of telipura ravana to shikarpur road

reconstruction of karaunda pachdu to karaunda chaudhar to roshanpur pratap road

construction of 2 x 5 m span raft culvert on suawala on bhutpuri jaspur road to machhmar road via rasulpur veeran

special repair of nagina nehtaur road km 8 to ajampur mohan road

special repair of rehar kehripur road km 7 to kehripur jungle road

renewal with repair of jaspur dhampur road

widening and strengthening of bijnor nangal najibabad mdr 93w in chainage 23.000 to 38.600

special repair of udaipur link road to sultanpur bhatpura road

construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401.

providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405.

renewal work on seohara satwai marg to kasampur virumali road

special repair of nagina nehtaur road in chainage 0.000 to 5.000 and 9.500 to 12.750

special repair of jaspur dhampur road km 8 to paigamberpur road

providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405.

construction of un-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 drawing and technical specification clause 1501excluding gst.

providing and laying seal coat by manual means with vg-10 grade bitumen 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