construction of rcc bridge and approach road in place of arch dot bridge at mandhana tikra hetpur dool bhool bhaupur road in km 2 - dismantling of existing structures like culverts,bridge ,retaining walls and other structure comprising of masonery ,cement cincrete ,wood work ,steel work ,including t&p and scaffildinf whereever necessary, sorting the dismantledmaterial ,disposal of unserviseable materialand stacking the serviceable material with all lift and lead of 1000 m as per technical specifecation clause 202 , dismantling of existing structures like culverts,bridge ,retaining walls and other structure comprising of masonery ,cement cincrete ,wood work ,steel work ,including t&p and scaffildinf whereever necessary, sorting the dismantledmaterial ,disposal of unserviseable materialand stacking the serviceable material with all lift and lead of 1000 m as per technical specifecation clause 202 , earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. , 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 rotavator at omc, and compacting with smooth wheel roller to achieve the desired density as per mord specification 401 , plain/reinforced cement concrete in open foundation complete as per drawing and technical specifications. as per mort&h specification clause 1500,1700&2100(grade m 15) , furnishing and placing reinforced /prestressed cement concrete in super structure as per drawing and technical specification (rcc grade m 30 using batching plant transit mixer & concrete pump) , supplying, fitting and placing hysd bar reinforcement in sub-structure complete as per drawing and technical specifications mort&h clause no.1600&2000. , providing weep holes in brick masonery /plain /reinforced concrete abutment ,wing wall /return wall with 100 mm dia ac pipe .extended through the full width of structure with slope of 1h:2v towards drawing face . complete as per drawing and technical specification of mort&h 2706&2200. , plain/reinforced cement concrete in open foundation complete as per drawing and technical specifications. as per mort&h specification clause 1500,1700&2100(grade m 35) , providing and laying boulders apron on river bed for protection against scour with stone boulders weighting not less than 40 kg each complete as per drawing and technical specification mort&h cclause no.2503 , plain /reinforced cement concrete in open in open foundation complete as per drawing and technical specifications. m-20 for bridge , construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(catred upto 3.00 km) , providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. , providing and laying dense graded bituminous macadam with higher capacity batch type hmp using crushed aggregates of specified grading ,premixed with bituminous binder @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 505 complete in all respects.( including bitumin vg-30) , providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. including bitumin vg-10 , providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed crushed aggregates of specified grading ,premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 507 complete in all respects .(including bitumin vg-30) , construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no. 300-2. , providing and laying reinforced cement concrete pipe np3 for culvert on first class beeading of granular material including fixing with cement mortar 1:2 but excluding excavation ,protection works, backfilling ,concrete and masonry works in lead in head wall and parapets clause 2900 .1000 mm dia , brick soling with straight over burn bricks on edge laid dry joint filled with local earth including all labour finished to the required templet and in proper alignment and also including dressing and ramming the excavated earth as directed by engineer-in-charge. , providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification & as per morth specification no. 2504. , plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per cluase no. 2100 , supplying, fitting and placing hysd bar reinforcement in sub structure complete as per drawing and technical specifications. (for kc drain) , excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m. , plain /reinforced cement concrete in open in open foundation complete as per drawing and technical specifications. m-20 for kc drain and chute drain , providing and erecting a w metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ismc series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to is:1367 and is:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811