Construction of the new link road from Ishaqpur to Vaidpur

Earth work in cutting or in embankment in ordinary soil, excavation to be the from of regular pits not exceeding 1/2 meter in depth and earthwork in embankment to be in 20 Cm. layers including ramming and dressing the surface to required levels and slopes and also including 1.50 meter lift and 30 meter lead. The earth from cutting to be used in making embankment or to be desposited as spoil blanks withen 30m. (100Ft) distance as directed by the Engineer-in-Charge.

Construction of granular sub-base by providing well material, spreading in uniform layer with motor grader/tractor mounted appropriate equipment on prepared sruface, mixing by mix in place method with rortavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per Technical specification clause 401.Including 1% Labour Cess.

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.

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.Including 1% Labour Cess.

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.

Construction of 600MM Dia Hume Pipe Earth work in excavation In foundation parapet wall. As per PWD Specifcation and direction of Engineer-in-Charge.

Providing & laying plain cement concrete in foundation with cement, sand and 40 mm guage brick ballast (1:4:8). As per PWD Specifcation and direction of Engineer-in-Charge.