tender for coating repair and cc work from link road etah agra road to krishi vigyan kendra manpur bypass l 1250 meter - construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5.pateries 2 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kn static roller in stages to proper grade and camber, applying andwatering and compacting to the required density grading 3 as per technical specification 22.4-53 mm gauge s.b wbm grading 3by manual means morth 405(3)a 3 brick on edge pavement on pateries with class 150 brick joint filling with local sand i/c prepration of base 4 p/l applying primer coat with bitumen emulsion on prepration of granular base including cleaning of road surface and spraying primer at the rates of 0.70 kg/sqm 5 providing and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503. 6 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per technical specification clause 508. 7 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type b,as per technical specification clause 510 8 painting both side raod strips 8 cm with metarialcomplete work 9 supply fixing of ordinery km stone 10 supply fixing ofsub km stone 11 construction ofun-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 m-30 (grade), coarse an using curing compound (where specified) and water finishing to lines and grade as per drawingand technical specification clause 1501 12 providing &fixing of 20mm thick black grainite stone patiya