|
| 1 | 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 |
| 2 | Construction of granular sub-base Grading 1 by providing close graded Material Lalkuan Quarry, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, as per section 400 of MORTH specifications complete in all respects |
| 3 | Providing, laying, spreading and compacting graded stone aggregate Lalkuan Quarry 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORTH Specification Clause 406 (4.14). |
| 4 | Providing and applying primer coat with SS2 grade emulsion (HINCOL) 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 MORTH Specification Clause 502 (5.1) |
| 5 | Providing and laying dense graded bituminous macadam Grading 1 with 80 - 100 TPH capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 (IOC/HPCL) @ 4.0 per cent, mini., 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 section 500 complete in all respects. |
| 6 | Providing and applying tack coat with VG-10 (IOC/HPCL) using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per MORTH Specifications section 500 / relevant IRC codes complete in all respects. |
| 7 | Providing and laying bituminous concrete Grading 2 with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 (IOC/HPCL) @ 5.4 per cent, mini., 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 specifications 500 complete in all respects. |
| 8 | 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 of MORTH specifications, as per MORTH Specifications section 300 complete in all respects. |
| 9 | 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 materialas per MORTH Specification section 200, 300 complete in all respects. |
| 10 | PCC Grade M15 Using Batching Plant complete in all respects as per MORTH specifications Section 1700, 1000, 2100, 2200, 2300 |
| 11 | RCC Grade M25 Using Batching Plant transit mixer & concrete pump as per MORTH specifications 1500, 1700 & 2100 SI.No. 12.8 |
| 12 | Supplying, Fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications MORT&H Specificatin 1600, 2200 SI. No. 13.6 |
| 13 | For medianRCC Grade M25 Using Batching Plant transit mixer & concrete pump as per MORTH specifications 1500, 1700 & 2100 SI.No. 12.8 |
| 14 | Supplying, Fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications MORT&H Specificatin 1600, 2200 SI. No. 13.6 |
| 15 | Painting first coat over priming coat(but including cost of priming coat) on wood or steel snd other metal surface with superior synthetic enamel standard make brushing to give an even shade and finish and includjng cleaning the surface of all dirt dust and other foreign matter sand papering and stripping including cost of all materials ,labour ,T&P etc required for the proper complrtion of the work |
| 16 | Cast in Situ Cement Concrete M20 KerbConstruction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 |
| 17 | Construction of granular sub-base Grading 1 by providing close graded Material Lalkuan Quarry, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, as per section 400 of MORTH specifications complete in all respects. |
| 18 | Providing and laying of factory made 80 mm thick rubber moulded Interlocking cement concrete tiles (300mpa) including 25 mm thick compacted bed of fine sand comacting and proper embedding@ laying of interlocking tiles, laveling and dressing of surface to required level and slope, filling joints with local sand including the cost of material,labour T&P etc.required for proper completion of work as directed by Engineer-in-Charge. (s.I. No0 New Item -1) Ch. 20 |
| 19 | Supply and laying of 100 mm dia PVC Pipe.Ch-1, SI.No. 23 Please Enable Macros to View BoQ information |
