Special repair work on the Lamkana Dubepur link road, which was damaged during the construction of the Purvanchal Expressway.

Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushible screening to fill up the interstices of coarse aggregate, watering and compacting, to the required density Grading - 3 as per technical specification clause 405. Including 1% Labour Cess.

Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502.Including 1% Labour Cess & cost of bitumen.

Providing and applying Tack coat with VG-10 Grade using bitumen pressure dristibutor at the rate of 0.30 Kg per Sqm on the prepared granular surface treated with primer and cleaned with hydraulic broom as per technical specification clause 503.Including 1% Labour Cess & cost of bitumen.

Providing, laying and rolling open-graded premix carpet of 20 mm thickness composed of 13.2 mm and 11.2 mm aggregate using VG-10 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base by manual means , including mixing in a suitable mixol, laying and rolling with a three wheel 80-100 Kn Static roller capacity, finised to required level and grades to be followed by seal coat as per Technical Specification Clause 508.Including 1% Labour Cess & cost of bitumen.

Providing and laying of seal coat by manual means with VG- 10 Bulk 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.Including 1% Labour Cess & cost of bitumen.

Cement Concrete Pavement 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,(Without Dowel Bar) using curing compound (where specified) and water finishing to lines and grade as per drawing and As per MORD Specification. Clause 1500

Earth Work in road patri with ordinary soil including levelling, dressing, ramming complete work,t&p etc

Construction of 350MM Dia Hume Pipe Earth work in excavation In foundation. As per PWD Specifcation and direction of Engineer-in-Charge.

Supply of hume pipe with coller (350 mm dia). As per PWD Specifcation and direction of Engineer-in-Charge.

Laying and fixing of N.P.-3 hume pipe with coller in 1:2 cement and fine sand mortar. Required for proper complete of work ((Hume pipe (350 mm dia)). As per PWD Specifcation and direction of Engineer-in-Charge.

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