tender for special repair work of rajapakad karmaini road in distrcit kushinagar - providing, laying, spreading and compacting stone aggregates of 22.4-53mm size 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 and brooming, screening type-b to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405.(excluding g.s.t.) 2 providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surfacecleaned with hydraulic broom as per technical speicification clause 503.(excluding g.s.t.) 3 providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity finished to required lavel and grades to be followed by seal coat as per techincal specification clause 508 .(excluding g.s.t.) 4 providing and applying seal coat type c comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kn static roller and finishing to required level and grades as per technical specification clause 510.(excluding g.s.t.) 5 (construction of c.c. pavement)construction of un-reinforced, dowel jointed at expansion and construction joit only, plain cement concrete pavement,thikness as per design, over a prepared sub base with 43 grade cement or as per clause 1501.2.2 m30@ 400 kg per cum, coarse and fine aggregate conforming 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 appropriate weight batcher using approved mix design,laid in approved fixed sideformwork(steel channel,laying and fixing of 125 micron thick polythene film,wedges ,steel plate including leweling the form work as per drawing),spreading the concrete with shovels,rakes,compacted using needle,screed and plate vibrators and finished in continious oparationincluding provision of contraction and expansion, constructionjoints,applying debonding strips,primer,sealant, dowel bar,near approaches to bridges / culvert and construction joints,admixtures as approved,curing of concrete slabs for 14 days,curing compound(where specified) and water finishing to lines and grades as per drawing and technical specification clause 1501 (excluding g.s.t.) 6 eearthen shoulders with approved material obtained from borrow pits with all lifts and, transporting to site, spreading, grading to required slope and compacted to imeet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. .(excluding g.s.t.) (excluding g.s.t.)