tender for tailings work ; 1 laying and jointing pvc pipe. heading 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 smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading-3 as per technical specification clause 405 3 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading-3 as per technical specification clause 405 ( g-3 ) 4 providing and applying primer coat with bitumen emulsion ( ss-1 ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg / sqm using mechanical means as per technical specification clause-502. 5 providing and applying tack coat with bitumen ( vg-10 ) usingbitumandistributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulicbroom 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 ( ex.cost of ) seal coat oftype- c as per technical specification clause 508. ( premix carpet ) 7 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingtype- c as per technical specification clause 510. 8 construction of embankment with approved material obtained from barrow pit with a lift upto 1.5m transporting to site spreading grading to required slaope and compacting to meet required to tables 300.1 and 300.2 as per technical specification clause 301.5 9 laying brick soling layer on prepared sub grade with brick on end edging according to lines graded and cross section shown on the drawing filling joins with earth, spreading 25mm thick layer of earth overbrick soling as per technical specification clause-412 10 construction of h.p. culvert as per details drawing. 11 s / fof sign.board and photos