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| 1 | Dismantling Rubble stone masonary in cement mortar 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. |
| 2 | 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. |
| 3 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all leads and lifts. varies size i.e 300 mm to 600mm dia |
| 4 | Clearing,grubbing road land including uprooting rank vegetation grass bushes shurbs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to used etc complete as per specification and direction of Engineer in charge |
| 5 | 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 requirement of lines grades and cross section and transporting to the embankment location within all lead and lifts upto 1000m. etc. complete as per specification and direction of Engineer-in-charge |
| 6 | Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm. mixed with water of OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction and clause 305 of MORT&H specification for Road & Bridge works(5th Revision) etc complete as directed by the Engineer in charge |
| 7 | Scarifying the existing bituminous road surface to a depth of 50mm. and disposal of scarified materials with in all leads and lifts and lead upto 1000 mtr. etc. complete as per specification and direction of Engineer-in-charge |
| 8 | Reworking the scarified Bituminous surface suitably after supplementing the base materials with sand and compacting the finished surface as per technical specification and as per clause 501.8.3.2 of MORT&H specification for Road & Bridge work (5th Revisio |
| 9 | Construction of embankment with approved material obtained from roadway cuting with all lifts and leads, transporting to site by mechanical means within a lead of 5 km. spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MORT&H specifications for Road & Bridge works(5th Revision). |
| 10 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 km. spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MORT&H specifications for Road & Bridge works(5th Revision). |
| 11 | Providing compacted shoulder with granular materials by using moorum and sand admixture(60:40) of approved quality, watering and compacting the required density in OMC with PRR as per approved drawing and technical specification as per Section 900 and Clause 407 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge |
| 12 | Construction of granular sub-base by providing close graded Granular sub-base Grading-VI materials as per table 400-I, spreading in uniform 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 complete as per Clause 401 of MORT&H Specification for Road & Bridge works ( 5th Revision). |
| 13 | 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 sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of MORT&H specification for Road and Bridge works(5th Revision). |
| 14 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surfce and spraying primer @ 0.6kg. per sqm.using mechanical broom as per Clause 502 of MORT&H Specification for Road & Bridge works (5th Revision.) |
| 15 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.2kg. per sqm.on prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MORT&H Specification for Road & Bridge works (5th Revision.) |
| 16 | Providing & laying 50 mm thick av. compacted Bituminous Macadam (Grading-II) using VG-30 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. 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5thRevision) |
| 17 | Providing and laying 25 mm thick av. compacted Semi Dense Bituminous Concrete (Grading-II) using VG-30 grade Bitumen and crusher broken hard granite aggregates of specified grading, premixed with bituminous binder @ 5.0 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paverfinisher 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 clause No.501, 508 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) |
| 18 | Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm. aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600.1, cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 days, mixed with concrete mixture, transported to site, laying and compacting with PRR, finishing and curing as per clause 601 of MORT&H Specifications for Road & Bridge works (5th Revision). |
| 19 | Construction of un-reinforced dowel jointed, plain cement concrete pavement (M-30)over a prepared sub base with cement @ 400 kg. per cum coarse and fine aggregate of not exceeding to 25mm, mixed with concrete mixer as per approved mix design, laid with a fixed form compacted with vibrator and finished in continuous operation including provision of contraction expansion, construction and longitudinal joint(with SAIL steel) filler separation membrance against primer joint sealant debonding strip dowel bar tie rod admixture curring compound finishing to lines and graded as per drawing and as per Clause 602 of MORTH specification for Road and Bridge work(5th Revision) |
| 20 | Supplying, and fixing of 80 mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc complete in all respect conforming to IRC-SP-63:2018 as per direction of Engineer- in-charge |
| 21 | Providing & fixing RCC M-15 in Hectometer stone, 5th Km. stone and Ordinary Km. stone etc along with reinforcement complete as per drawing as per IRC -25 / 1967 & IRC-8-1980 fixed in position including finishing and lettering, painting and technical specification as per Clause No. 804 & 806 and Section 1000, 1500, 1600, 1700, 2300 of Specification for Road & 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.110 cm long Ordinary Kilometre stone |
| 22 | 150 cm long Ordinary 5th Km stone |
| 23 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. |
| 24 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces including cost, conveyances of materials and cost of all labour T & P etc complete as per specification and direction of Engineer in charge. |
| 25 | Providing and errecting direction and place identification retro reflective sign as per IRC 67 made of high intensity grade sheeting as per clause no 801.3 fixed over aluminium sheeting, 2m thick with area exceeding 0.9sqm supported on a mild steel angle Iron post 75x75x6mm , 2nos firmly fixed to the ground by means of properly designed foundation with M15 grade of concrete 45x45x60cm below ground level as per approved drawing. i) Informatory signs |
| 26 | (ii) Directioal/Place indication sign (1200x700 mm)(up to 0.90 sqm) |
| 27 | (iii) Advance direction/Destination/Place identification signs (1800x1200 mm)(above 0.90 sqm) |
| 28 | iv) Cautionary signs ( 900mm side triangular) |
| 29 | v) Mandatory signs( 600 mm dia.Circular) |
| 30 | vi) Chevron sign (600x450mm) |
| 31 | (vii) 900 mm high octagon |
| 32 | Providing and fixing of bidirectional retro reflective raised pavement markers of approved colour, quality and 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, tranportation, taxes, duties, sundries t&P etc complete and as per direction of Engineer-in-charage. |
| 33 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ ground level, fixed on ISMC series cnanel vertical post, 150x75x5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long complete as per clause 810 of MORT&H specifications for Road & Bridge works(5th Revision). |
| 34 | Sand filling in Road work & CD works etc as per approved drawing and technical specifications as per Clause 304 and Section 900 of MORT&H Specifications for Road & Bridge works (5th Revision) complete in all respect & as per direction of the Engineer-in-Charge |
| 35 | P C C- M15 as levelling course with 40 mm size C.B. Metal of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification. |
| 36 | P.C.C. M-15 using Plain/Reinforced cement concrete in sub-structure /wall in foundation complete as per drawing and Technical Specifications…… |
| 37 | RCC M-20 grade in foundation of drain as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification.- Drain Base slab |
| 38 | Drain wall |
| 39 | Drain slab |
| 40 | Providing RCC M-25 grade Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications. Foundation |
| 41 | Providing RCC M-25 grade Reinforced Cement Concrete in sub-structure complete as per Drawing and Technical Specifications. Retaining wall substructure |
| 42 | Providing HYSD reinforcement steel for RCC works using SAIL/ TISCO including bending, binding & placing in position as per Drawing including cost, conveyance of all materials, all labour and T&P etc. complete as per direction and specification of Engineer-in-charge. |
| 43 | Providing weep holes in Brick masonry/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 Technical Specification. |
| 44 | Metal spall backing in the rear side of abutment and wing walls using 5cm size hard granite metal including cost, conveyance, royalty, taxes of materials, labour, T&P required for the work etc. complete as per direction of the Engineer-in-charge |
| 45 | Providing and laying of Filter media with stone crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification as directed by the Engineer in charge |
| 46 | Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1000mm dia |
| 47 | Providing and laying Filter material underneath pitching in slopes(Gravel backing to revetment) complete as per drawing and Technical specification etc complete as per specification and direction of Engineer in charge |
| 48 | Filling foundation and plinth with excavated earth well water and rammed in layers not exceeding 23cm in depth with all leads and lifts including cost conveyance taxes cost of all materials and labour etc complete as per specification and direction of Engineer in charge Please Enable Macros to View BoQ information |
