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| 1 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 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, complete as per Technical Specification Clause 401. |
| 3 | 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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 4 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means . |
| 5 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 6 | Providing and laying of dense graded bituminous macadam with HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 grade @ 4.50% as per job mix , 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 MoRT & H Specifications Clause 507 complete in all respects. ( Grade -II ) |
| 7 | 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 |
| 8 | Providing & laying of hot applied thermo plastic compound 2.5 mm thick including reflect rising glass beads @ 250 gm per Sq.M. area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35 including cost of all materials, labor, machineries, T & P etc. required for proper completion of work including all other charges and taxes. The finished surface to be level, uniform and free from streaks and holes as per MORT&H specification No. 803. |
| 9 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawingTRAFFIC SiGN - For Speed Table (60 cm equilateral tringle) |
| 10 | Supply and fixing of Pavement Maker (Cat Eye) Type X-ASTMD-4956-04 Avery Dennision/3-M (USA Make) consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light I/C all tax etc. complete. |
| 11 | Providing & laying of hot applied thermo plastic Marking of 300mm wide and 15mm height at 1000 mm apart.15 mm height is achieved through six applications of thermoplastic,applied at an interval not less than 1 hour after the previous layer gets solidified.including reflect rising glass beads @ 250 gm per Sq.M. area, thickness of 15 mm is exclusive of surface applied glass beads as per IRC 35 including cost of all materials, labor, machineries, T & P etc. required for proper completion of work including all other charges and taxes. The finished surface to be level, uniform and free from streaks and holes as per MORT&H specification No. 803.(Repeated Bars ) |
| 12 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawingTRAFFIC SIGNS -T intersection (60cm equilateral tringle) |
| 13 | TRAFFIC SIGNS -Staggered road intersection (60cm equilateral tringle) |
| 14 | TRAFFIC SIGNS -Accident Pron zone (80cmx60cm rectangular) |
| 15 | TRAFFIC SIGNS -Speed Table (90cm equilateral tringle) |
| 16 | TRAFFIC SIGNS - MAXIMUM SPEED LIMIT (60cm Circular) |
| 17 | TRAFFIC SIGNS - STOP (90cm high octagon) |
| 18 | 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 meetrequirement of Table No. 300-2 (carted earth 2.00Km.) Please Enable Macros to View BoQ information |
