tender for cc road work from culvert to interlocking of junior high school in village kahra - construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m for cut, pits , lavelling and etc 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 2 providing, laying spreading and compacting of well graded material ( stone dust) in blanket coat ( granular surface course) compacted thickness on a prepared base and compacting with power roller including cost of material, labour t&p hire charge of roller etc required for proper completion of the work as per technical specification clause 402. 3 construction of granularsub base by providing well graded material, spreading in uniform layers with motor graded on prepared surface, mixing by mix in place method with rotavator at omc and compacting with smooth wheel roller to achieved the density complete as per techical specification clause 401. 4 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 5 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 m 30 (grade),coarse and fine aggrigates confirming to is:383, curing compound(where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. 6 construction of shoulder with approved materials excavated from roadway sides in cutting or filling lift upto 1.50m with normal lead upto 50m. spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.20 as per technical specification clause 301.5. 7 laying of 350mm dia np3 hume pipe etc. 8 s/f of marble stone with letter writing and photography