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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 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 unserviceablematerials within a lead of 1000m, etc complete as per Clause no. 301 of Cum technical specification for Road Bridge works MORT&H (5th revision)| and as per direction of Engineer-in-charge. |
| 4 | Scarifyìng 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 | Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications complete all respect as per Section 900 5 and Clause 305 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. |
| 6 | Construction of embankment with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 305 of MoRT&H Specification for 6 Road & Bridge works (5th Revision) & including cost & conveyance of all cum materials, labour, T&P, royalty etc complete and as per direction of Engineer |in-Charge. |
| 7 | Providing and laying Granular Sub-base with Grading-Vl stone screening materials as per Table 400-1 as per approved drawing and technical specifications comnplete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including Cum cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 8 | 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 MoRTRH Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction o Engineer-in-Charge. |
| 9 | 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 oClause 501.5.2 & 502 of MoRT&H Specifications for Road & Bridge Sam works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 10 | 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 |
| 11 | Providing & laying compacted Dense 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 @ |4.5 % 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. |
| 12 | Providing and laying compacted Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of @ 5.4 % 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 Jall materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 13 | Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sam 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 g03A of MoRT&H specification for road and bridge work (5th Revision) & incuding cost & conveyance of all materials, labour, T&P, royalty ete complete and as per direction of Engineer-in-Charge. |
| 14 | Supplying, fixing in postion, providing, fabricating, manufacturing different sizes of sign boards with required posts with approved material o 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 inciustve 14 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). |
| 15 | 90 cm high octagonal |
| 16 | 90 cm equilateral triangle |
| 17 | 60 cm x 50 cm rectangular |
| 18 | 60 cm Circular |
| 19 | 80 cm x 60 cm rectangular |
| 20 | Providing & fixing RCC M-15 grade 5th Km. stone, Ordinary Km. stone along with reinforcement for finished item of work as per drawing as per |IRC -25 / 1967 & IRC-8-1980 fixed in position including finishing and lettering, painting as per approved drawing and technical specification complete in all respect as per Clause No. 805 & Section 800, 900, 1000, 1500, 1600, 1700 of MoRT&H specification 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. |
| 21 | Ordinary kilometer stone (precast) |
| 22 | Construction of cement concrete kerb with top and bottom width 115 and |165 mm respectively, 250 mm high in M 20 grade PCC 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 laidmanually, all complete as per clause 409 including cost & conveyance of all NOS |materials, labour, T&P, royalty etc complete and as per direction of Engineer in-Charge. |
| 23 | Painting two coats with synthetic enamel paint of approved quality and shade over a coat of primer at any elevation on kerb, guard post and other structures etc for the finished item of work as per technical specifications |complete in al Irespect as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all Sqm |materials, labour, T&P, royalty etc complete and as per direction of Engineer in-Charge. |
| 24 | Construction of embankment in median filling with earth approved material obtained from borrowpits, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per o Section 900 and Clause 305 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 |
| 25 | Providing laying factory made 60 mm thick cement concrete Coloured interlocking paver blocks of M-35 grade made by block making machine with strong vibratory compaction of approved size and shape laid over 50mm thick compacted bed of course sand layer including filling sand in the 19 interstics/ joints, including cost conveyance of all materials, labour, and sqm (T&P) required for the work etc comple and as per direction of Engineer in charge. |
| 26 | Providing and laying factory made 80 mm thick cement concrete interlocking paver blocks of M - 40 grade made by block making machine with strong vibratory compaction of approved size and shape laid over |50mm thick compacted bed of course sand layer including filling sand in the |interstics/ joints, including cost conveyance of all materials, labour, and |(T&P) required for the work etc comple and as per direction of Engineer in |charge. |
| 27 | 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 21 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. |
| 28 | 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 22 technical specification section 1000, 1500 & 2100 of MORTH specification for Road & Bridge works (5th revision) as directed by Engineer in charge. |
| 29 | 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(MORTHSth revision) excluding the cost of reinforcement complete & as directed by Engineer |in charge. |
| 30 | 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)l excluding the cost of reinforcement complete & as directed by Engineer |in charge. |
| 31 | oviding 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. |
| 32 | 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 specifications complete in all respect as per section 900,1000 & 1600 of technical 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. |
| 33 | 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 ana 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. |
| 34 | Backfilling for Drain |
| 35 | Providing and laying R.C.CM-25 grade in foundation as per approvea |drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2100, 2200 & 2300 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer' in-Charge. |
| 36 | Providing and laying R.C.C M-25 grade in sub-structure as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2100, 2200 &2300 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer in-Charge. |
| 37 | Providing and laying R.C.CM-25 grade in super-structure as per approved drawing and technical specifications complete in all respect as per section |900, 1000, 1500, 1700, 2100, 2200 & 2300 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all |materials, labour, T&P, royalty etc complete and as per direction of Engineer in-Charge. |
| 38 | Providing and laying R.C.C M-30 grade in approach slab as per approved |drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700 & 2200 of MoRT&H specifications for Road & Brideworks (5th Revision) & including cost & conveyance of all materials, labour, |T&P, royalty etc complete and as per direction of Engineer-in-Charge |
| 39 | Providing and laying R.C.C M-30 grade in wearing coat including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 33 1500,1600, 1700 & 2702 of MoRT&H specifications for Road & Bridge works |(5th Revision) & inciuding cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 40 | Construction of reinforced cement concrete crash barrier of M-40 grade with HYSD reinforcement confirming to IRC-21 and dowel bars 25mm dia,450mm long at expnasion joints filled with premoulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure of MOST Circular No. RW-NH-33022-1-94-DO-III dtd.24 |June 1994 as per dimension in the approved drawing and location as per |Clause 811 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 41 | Providing and laying of filter media/metal spall backing using 45mm size lerushed hard granite stone aggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing lover the entire surface behind abutment, wing wall and return wall of CD works to the full height compacted to a firm condition as per drawing and technical specifications complete in all respect satisfying the requirements laid down in Clause 2504.2.2 and Section 900 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. |
| 42 | Providing Back fill material behind abutment, wing wall and return wall complete with granular materials(sand) as per IRC-78 levelling and watering compacting in layers as per drawings and section 2200,of |Technical Specification for Road & Bridge works MoRTH (5th revision) & |and as per instruction of Engineer in charge |
| 43 | Rough stone dry packing in aprons and revetments with hard granite stone of size 30 cm and above as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2500 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. |
| 44 | Providing and fixing drainage spouts in deck slab with 100 mm diameter G.I pipe for finished item of work as per approved drawing and technical specifications complete in all respect as per section 900 & Clause 2705 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. |
| 45 | Providing Painting two coats with water bound cement paint of approved quality on unplaster concrete surface and other structures etc for the finished item of work as per technical specifications complete in al lrespect as per Section 800 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. Please Enable Macros to View BoQ information |
