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| 1 | Dismantling of Cement Concrete Grade M-15 & M-20 including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 2 | Earthwork in excavation for Road work / Structure in Ordinary soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, setting out, dressing of section to correct line, level, grade and camber transporting to embankment site within all lifts and lead upto 1000mtr., utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 301 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 3 | Loosening to a depth of 150mm, levelling 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 of MoRT&H Specifications for Road and Bridge works (latest Revision) & including cost of all labour, T&P, royalty etc. complete and including cost of all labour, T&P, etc. complete and as per direction of Engineer-in-charge. |
| 4 | Construction of granular material by providing Granular sub-base Grading-VI material as per table 400-1 ,spreading in unifrom layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired density 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(latest Revision) including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge. |
| 5 | Providing wet mix macadum using crushed stone aggregates as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 406 of MoRT&H Specifications for road & Bridge works(latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge. |
| 6 | Providing and applying primer coat with Medium setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer @ 0.60 Kg/ Sqm 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 (Latest 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 tack coat with Medium setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion @ 0.20 Kg/ Sqm 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 (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 8 | Providing and laying dense graded bituminous macadam using grading-II materials with hot mix plant minimum capacity of 60-90 TPH Producing an avarage out put 75tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen @4.5% of total 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 approved drawing and technical specification complete in all respect as per Clause 507 of MoSRT&H Specifications for Road & Bridge works (latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge. |
| 9 | Providing and laying bituminous concrete using grading-II materials with minimum capacity of 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @5% 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 approved drawing and technical specification complete in all respect as per clause 509 of MoRT&H Specifications for Road & Bridge works (latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge. |
| 10 | Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2mm nominal size @ 0.005cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree centigrade,protruding 1 mm to 4 mm over mastic surface all complete as per Clause 515 of MoRT&H Specifications for Road & Bridge works (5th. Revision)etc. complete and as per direction of Engineer-in-charge. |
| 11 | Construction of Dry Lean Cement Concrete sub-base by semi-mechanized method over a prepared subgrade with coarse and fine aggregate confirming to IS:383,the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1 ,aggregate gradation after blending to be as per table 600.1 ,cement content not to less than 150 kg/cum , optimum moisture content to be determined during trial length construction ,concrete strength not to be less than 10 Mpa at 7 days,mixed in a batching plant ,transported to site,laid with a paver and compacting with vibratory roller,finishing and curing as per clause 601 of MoSRT&H Specifications for Road & Bridge works (latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge. |
| 12 | Construction of Un-reinforced,dowel jointed M-30 Grade cement concrete pavement by semi-mechanized method over a prepared sub-base with 43 grade cement @ 400 kg /cum coarse and fine aggregate confirming to IS:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a batching and mixing plant as per approved mix design,transported to site,laid with a fixed form or slip form paver,spread,compacted and finished in a continous operation including provision of contraction, expansion, construction & longitudinal joints, joint filler, separation membrance,sealant primer,joint sealant, debonding strip, dowel bar,tie rod admixtures as approved, curing compound, finishing to lines and grades as per drawing and as per clause 602 of MoSRT&H Specifications for Road & Bridge works (latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge. |
| 13 | Providing & fixing RCC 110cm long Ordinary Km. stone for N.H., S.H. and M.D.R. including cost & conveyance of all materials, labour, T&P, royalty etc complete as per SOR-2022 and direction of Engineer-in-Charge. |
| 14 | 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 of MoRT&H specification for road and bridge work (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 15 | Providing and fixing of bi-directional recto reflective raised pavement markers of approved colour, quality & make conforming to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives including cost of all materials, labour, transportation, taxes, duties, sundries, T&P etc. complete as per direction of Engineer-in-Charge. |
| 16 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (Latest Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with PCC M-25 grade of 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 17 | 80cm X 60cm Rectangular |
| 18 | 60cm X 45cm Rectangular |
| 19 | 90cm Equilateral Triangle |
| 20 | 60cm Circular |
| 21 | 90cm octagon |
| 22 | 50cm X 60cm Rectangular |
| 23 | 90cm X 30cm Rectangular |
| 24 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (Latest Revision) fixed over aluminium sheeting, 1.5mm thick with area not exceeding 0.9 Sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with PCC M-25 grade 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 25 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (Latest Revision) fixed over aluminium sheeting, 1.5mm thick with area exceeding 0.9 Sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with PCC M-25 grade 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 26 | Sand filling in foundation of structure as per approved Drawing & Technical Specifications and as per Section - 900, 2100 of MORT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge. |
| 27 | Providing and laying P.C.C M-15 grade using 40mm down graded crusher broken stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 28 | in foundation as levelling course |
| 29 | in Substructure |
| 30 | Providing, laying gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifiactions complete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge. |
| 31 | Providing Rough stone dry packing in aprons and revetments and stone pitching in slopes and boulder approns etc with hard granite stone (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 (Latest Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 32 | Providing ad laying RCC of M20 garde for Drain work of controlled quality having minimum cube strength of 200 Kg/CM2 at 28 days using 20mm and down graded black hard granite crusher broken stone agrregates, clean rever sand from approved quarry and using minimum quantity of approved quality cement as per clause 303.5 of IRC -21-1987 and IS-456-1987 including hoisting , lowering and laying concrete in layers to the required thickness and compacting each layer by means of vibrator including watering, curring and cost convence royality taxes etc all complete including rigid centering, shutering but excluding cost of reinforcement as per section 900,1000,1500,1700, 2200 & 2300 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge. |
| 33 | For Foundation |
| 34 | For Sub-structure |
| 35 | For Super-structure |
| 36 | Providing ad laying RCC of M25 garde for CD work of controlled quality having minimum cube strength of 250 Kg/CM2 at 28 days using 20mm and down graded black hard granite crusher broken stone agrregates, clean rever sand from approved quarry and using minimum quantity of approved quality cement as per clause 303.5 of IRC -21-1987 and IS-456-1987 including hoisting , lowering and laying concrete in layers to the required thickness and compacting each layer by means of vibrator including watering, curring and cost convence royality taxes etc all complete including rigid centering, shutering but excluding cost of reinforcement as per section 900,1000,1500,1700, 2200 & 2300 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge. |
| 37 | For Foundation |
| 38 | For Sub-structure |
| 39 | For Super-structure |
| 40 | Supplying,straightening ,cutting,fitting and placing in position coiled or bend up M.S. rod / HYSD bars confirming to grade Fe-500, (Confirming to ISI specification) and jointing if necessary by lapping and tying the grills and placing in position as required for RCC work as per approved design, hoisting, lowering and laying in position including cost conveyance & taxes of M.S. rod / tor steel (Primary Producer like-SAIL/RINL/TATA/JINDALSTEEL/SHYAM STEEL) make and binding wire of 18 to 20 gauge (as approved by the deptt. as per Section - 1000 and 1600 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost of all materials,labour, T&P, etc. complete and as per direction of Engineer-in-charge. (weight of over lapping, couping, welded joints, spaeer bar, chair, stage, hanger and binding wires shall not be considered for payment at all. Standard co-efficient of different size of the steel shall be considered. Welding & lapping should be confirming to relevant clause of IRC 1987 in all heights) |
| 41 | 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 900,1500,1600 & 2702 of MoRT&H specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 42 | Providing and laying of metal spall backing in the rear side of abutment and retaining wall/ wing wall of CD work using hard granite stone aggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing over 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 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 43 | Providing weep wholes in plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and section 2200 & 2706 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge. |
| 44 | Painting two coats with synthetic enamel paint of approved quality at any elevation on kerb, guard post 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 (Latest Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 45 | Providing Reinforced cement concrete M-40 grade crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions & as specified section 811,900,1000,1500,1600,1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 46 | Provision for 2nd Year Maintenance (Vide Works Dept.OMNo.075840000920254718/W, Dtd.11.03.26 |
| 47 | Provision for 3rd Year Maintenance (Vide Works Dept.OMNo.075840000920254718/W, Dtd.11.03.26 |
| 48 | Provision for 4th Year Maintenance (Vide Works Dept.OMNo.075840000920254718/W, Dtd.11.03.26 |
| 49 | Provision for 5th Year Maintenance (Vide Works Dept.OMNo.075840000920254718/W, Dtd.11.03.26 Approved for 34 ( Thirty four ) items only Please Enable Macros to View BoQ information |
