|
| 1 | Dimolishing Brick Work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. For Dismantling of Old Culvert |
| 2 | Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled material as directed by the Engineer-in-Charge within a distance of 60 metres (200 ft.) For Dismantling of Old Culvert |
| 3 | Laying rienforced cement concrete pipe 900 dia NP3 for culvert on first class bedding in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. For Construction of Diversion |
| 4 | Construction of embankment with approved material obtained form borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 For Construction of Diversion |
| 5 | 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. For Construction of Box Cell Culvert |
| 6 | Plain Cement Concrete Grade M15 in Open Fondation complete as per Drawing and Technical Specifications. For Construction of Box Cell Culvert |
| 7 | Reinforced Cement Concrete Grade M25 in Open Fondation complete as per Drawing and Technical Specifications. For Construction of Box Cell Culvert |
| 8 | Reinforced Cement Concrete Grade M30 for wall & slab etc. complete as per Drawing and Technical Specifications. For Construction of Box Cell Culvert |
| 9 | Reinforced Cement Concrete Grade M35 for wearing coat etc. complete as per Drawing and Technical Specifications. For Construction of Box Cell Culvert |
| 10 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. For Construction of Box Cell Culvert |
| 11 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AV pipe, extending through the full width of 1V:20H towards drawing face. Complete as per drawing and technical specification. For Construction of Box Cell Culvert |
| 12 | Drainage Spouts complete as per drawing and Technical specification. For Construction of Box Cell Culvert |
| 13 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical Specification. |
| 14 | Construction of embankment with approved material obtained form borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 For Construction of Approach Road |
| 15 | 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. For Construction of Approach Road |
| 16 | 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. |
| 17 | Providing and applying primer coat with SS2 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. |
| 18 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 19 | 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 per cent 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. |
| 20 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using 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 |
| 21 | 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 Please Enable Macros to View BoQ information |
