Construction of Badhal to Dhiman Basti Buhala road Km 0/0 to 3/200

Amount

Loosening original ground upto thirty centimetre below sub-grade level and compacting by rolling with Road rollar 8-10kN static weight at OMC to achieve the required density as per Tables 300.1 and 300.2 of MORD Technical Specification clause 303 and as per direction and the entire satisfaction of the Engineer-in-Charge including carriage of materials up to all leads, lifts and other incidentals. The rate is including Royality, Malkhana, Octroi, GST, toll tax, sale tax or any other taxes imposed by the Government.

Providing laying, spreading by manual/mechanically means and compacting to 75mm (seventy five millimeter) compacted thickness, crushed stone aggregates of Grading-II, 63mm to 45mm (sixty three millimeter to forty five millimeter) nominal size to water bound macadam specification including spreading in uniform thickness using templates, hand packing rolling with three wheeled roller 80-100 (eighty to hundred) kN static weight in stages to proper grade and camber including applying and brooming crushable screening such as moorum or gravel for Grading-II at the rate of 0.22 (zero point two two) cubic meter per 10 Sqm. (ten square meter) of road surface to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MORD Technical specification clause 405 and as per direction and satisfaction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rates including Royality, Malkhana, Octroi, GST, toll tax, sales tax or any other taxes imposed by the Government.

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 (Forty three) grade cement or any other equivalent type as per clause 1501 using M-30 (Thirty) Grade, (design mix) concrete having coarse and fine aggregates conforming to IS : 383, maximum size of coarse aggregate not exceeding 25mm, (Twenty five millimeters) mixed in a concrete mixer of not less than 0.2 (Zero point two) cubic meter capacity and appropriate weigh batcher using approved design mix, laid in approved fixed side form work (steel channel) laying and fixing of 125 (one hundred twenty five) micron thick polythene film, wedges, steel plates including levelling the form work 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 (Fourteen) days using curing compound (where specified) and water, finishing to lines and grade as per drawing and MORD technical specification clause 1501 and as per the direction and the entire satisfactions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including Royality, Malkhana, Octroi, GST, toll tax, sale tax or any other taxes imposed by the Government.

Pawan Kumar