Construction Banne Di Hatti to Seul road Km. 0/0 to 8/0 (SH. C/o cement concrete pavement at RD 1/075 to 1/300, 1/600 to 1/645 and 1/900 to 2/035) under Industrial Corridor. SCSP

Amount

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material upto any lead, lifts and other incidentals as per Technical Specification Clause 301.4 and as per the directions and entire satisfaction f Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals.

Providing laying, spreading by manual/mechanically means and compacting to 75mm (seventy five millimeter) compacted thickness, 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 80-100 (eighty - hundred) kN static roller weight in stages to proper grade and camber including applying and brooming stone screening type-B of size 11.2mm (eleven point two millimeter) nominal size at the rate of 0.20cum (zero point two zero cubic meter) per ten square meter and binding materials at the rate of 0.06 cum (zero point zero six cubic meter) per ten square meter of road surface to fill up the interstices of coarse aggregate, watering and compacting to the required density for grading-II as per MORD Technical specification clause 405 and as per the entire satisfaction and direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rates including Royality, Malkhana, Octroi, toll tax, sale 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, toll tax, sale tax or any other taxes imposed by the Government.

Pawan Kumar