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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 2 | Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305, 305.3.4 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 3 | Earth work in excavation in all kinds of soil for road way construction as per approved drawings and levels, including rough dressing and depositing the excavated soil at road site for reuse and removal of unserviceable materials within a lead of 1000m, etc complete as per Clause no. 301 of technical specification for Road & Bridge works MORT&H (5th revision) and as per direction of Engineer-in-Charge. |
| 4 | Scarifying and removing the existing bituminous road surface to the required depth as per approved drawing and technical specifications and disposal of scarified materials within all lifts and lead upto 1000mtr. complete in all respect as per Section 900, Clause 305.4.3, 305.8, 305.9.5, 501.8.3.2, 501.8.7.2 and 501.8.8.1 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 5 | Providing and laying Granular Sub-base with Grading-VI stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 6 | Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge |
| 7 | Providing and applying primer coat with slow setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 8 | Providing and applying tack coat with rapid setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 9 | Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-Charge |
| 10 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of @ 4.5 % by weight of total mix and filler of 60/70 (VG-30) penetration grade of bitumen, 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge |
| 11 | Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803.4 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 12 | Supplying, fixing in postion, providing, fabricating, manufacturing different sizes of sign boards with required posts with approved material of sheeting as required including high intensity grid retro-reflective sheeting as per clause 811 of MORT&H specification for road & bridge works (5th revision) other IRC codes for all types materials fabricating all respective signs (Ref IRC-67) including messages Boards shall be screen printed or fixed with cutouts complete, including full compensation of all inclusive costs all operations, contigencies, incidentals paintings involved complete for the finished defect free item of work complete to specification fixing in position at site as per direction of Engineer in charge. (Ref. Clauses & Codes for materials etc IS 1786, IS 1367, IS 1364, IS 226, IS 2062, IS 736 & designation 24345 or 1900) |
| 13 | 90 cm high octagon |
| 14 | 90cm equilateral triangle |
| 15 | 60 cm x 45 cm rectangular |
| 16 | 60 cm circular |
| 17 | 80 cm x 60 cm rectangular |
| 18 | 60 cm x 60 cm square |
| 19 | Providing and laying factory made Chequred Tiles, including cost conveyance of all materials, labour, and (T&P) required for the work etc comple and as per direction of Engineer in charge. |
| 20 | Provision of reinforced cement concrete new jersy crash barrier at the medians,constructed with reinforced cement concrete with HYSD reinforcement confirming to morth specification and as per details given IRC - 119(fig.-26) including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 21 | Supplying and Filling clean course sand in foundation and plinth, free from deliterious materials, earth, earthclods, roots and boulders etc watered and well compacted,including cost of all materials, labour , and T&P etc complete below leveling course of open foundations/approach slab etc complete as per technical specification for Road & Bridge works (MORTH 5th revision) & as directed by Engineer in charge |
| 22 | Supplying, Providing & laying Plain cement concrete M-15 grade (cast-in-situ) in 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 levelling course as per drawing and technical specification section 1000, 1500 & 2100 of MORTH specification for Road & Bridge works (5th revision) as directed by Engineer in charge. |
| 23 | Providing supplying and laying Design Mix Reinforced Cement Concrete with grade M20 in foundaton complete as per Technical Specifications as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of Technical specifications for road and bridge works(MORTH5th revision) excluding the cost of reinforcement complete & as directed by Engineer in charge |
| 24 | Providing supplying and laying Design Mix Reinforced Cement Concrete with grade M20 in substructure complete as per Technical Specifications as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of Technical specifications for road and bridge works(MORTH5th revision) excluding the cost of reinforcement complete & as directed by Engineer in charge. |
| 25 | Providing supplying and laying Design Mix Reinforced Cement Concrete with grade M20 in superstructure of culvert complete as per Technical Specifications as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of Technical specifications for road and bridge works(MORTH5th revision) excluding the cost of reinforcement complete & as directed by Engineer in charge |
| 26 | Supplying, cutting, bending, binding, straightening, placing HYSD bars confirming to grade IS:1786-(Fe-500) for steel reinforcement works for finished item of work as per approved drawing and technical specifications complete in all respect as per section 900,1000 & 1600 of MoRT&H specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge |
| 27 | Providing weep holes in abutment, wing wall, retaining wall, toe wall and RCC drain etc with 100mm dia A.C. pipe as per approved drawing and technical specifications complete in all respect as per Section 2200 & Clause 2706 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge |
| 28 | Backfilling for Drain Please Enable Macros to View BoQ information |
