tender for construction of cc road and drain from bulanala intersection to gwal das sahu lane - dismantaling of existing cement concret floor/ramp same as per mord specification4/2.5i (b) manual means. 2 earth work in cutting or in embankment in ordinary soil to be as per si no. 253 3 dismantling of flexible pavement (bituminous course) by mechanical means and disposal of dismatle material up to a lead of 1 kilomeyer, as per direction of engineer-in-charge dsr code 15.59 (@ 420.80 x 0.757) 4 dismantling of chauka stonecleaning and staking including all complite .2015 5 disposal of westage up to 6 km of distance 6 construction of granular sub- base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at omc and compacting with smooth wheeled rller complete as per t.s.clause 401. 7 (grading -3) providing , laying spreading and compacting stone agrigatesof specific(sizes 22.4-53.00mm ) to water bound macadam specificationincluding spreading in uniform thickness , handpacking ,rolling ,with three wheel steel / vibrating rollar in stage to proper grade and camber , applying and brooming requisite type of screening /binding material to fill up the interstices of coarse aggrigates ,watring and compacting to the required density as per morth sprcification clause 404 8 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 m30 (grade) coarse and fine aggregates confirming to is:383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and approprite weight batcher using approved mix desig, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle,screed and plate vibrators, and finished in continous opeeration 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 days using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification mord clause 1501 9 m-150 brick work in 1:4 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and t&p etc. required for proper completion of work.s.i. no-305 10 12mm thick plaster with cement mortar consisting of 1:4cement andsand of 1.25fm supply of all material ,labour and t&petc .required for proper complition of the work sino.584 11 sfrc medium duity mainhole cover with framesize (600x600x75 mm.) 12 sfrc medium duity gully pittsize (300x300x50 mm.) 13 construction of k.c. drain with precast of c.c. blocks size (400x325 mm) laid in flat position (37.5mm in length) & kerb stone (300mm in length)including cost of base concrete in 1:6:12 cement sand & o.b.b including cost of all material labour t&p etc,pro 14 finising walls( two coat) with plastic emulsion paintof frist quality approved brand and manufacture on undecorated wall surface to give and even shade including throughly brushing the surface free frome morter dropping andother forgen matter and sand prepered smooth .i/c supply of all material labour t&p etc. required for proper complition to the work .(for kc drain wall) s.i. no-n.b.o.18.57 ch.15 15 supply and fixing of pvc pipe 110 mm diaisi markfor drainage si no.23(31) sor 2018 p.no. 10 16 signboard