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| 1 | Dismantling of Reinforced Concrete Pile head Complete as per Drawing and Technical Specification (Existing approach slab) |
| 2 | PCC M15 Grade leveling course below approch slab complete as per drawing and technical specification 14.10 2700 case II |
| 3 | Raeinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specification 14.11,1500,1600,1700,2704 |
| 4 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Superstructure complete as per Drawing and Technical Specifications. MoRT&H 14.2 and specification 1600. (Approch slab) |
| 5 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification clause no. 2504. |
| 6 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications clause no. 2504 |
| 7 | Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401 |
| 8 | 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 810 (Repair) |
| 9 | 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 (As per MORTH sps-) |
| 10 | 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. |
| 11 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per specification clause no. 502. |
| 12 | 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. |
| 13 | 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 as per specification clause no. 503 |
| 14 | 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 |
| 15 | Replacement of existing damaged expansion joints by providing and laying of Strip Seal Expansion Joint System, Including removal of existing damaged expansion joints by dismantling of deck slab, wearing coat etc and back filling of the recress up to final finish level with concrete of grade M30, complete as per approved drawing(s), MORT&H, technical specification 2607 |
| 16 | Rectification and replacement of bearing over piers as per technical specifications clause no. 2308 Please Enable Macros to View BoQ information |
