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| 1 | Construction of single under reamed pile foundation of 375mm dia and 9.0m long with RCC M-25 using crushed broken hard granite chips of 20mm and down graded with required design with cost conveyance taxes cost of all materials and labour etc complete as per specification and direction of Engineer in charge |
| 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 | 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 |
| 4 | 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 Revision) |
| 5 | 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 |
| 6 | 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 |
| 7 | 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 |
| 8 | Construction of embankment with approved material obtained from roadway cutting 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). |
| 9 | 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). |
| 10 | 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). |
| 11 | 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). |
| 12 | 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.) |
| 13 | 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.) |
| 14 | 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 as per mix design 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) |
| 15 | 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 as per mix design 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) |
| 16 | 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 |
| 17 | Supplying and fixing of precast kerb stone of size 600mm x 300mm x 150mm of M-30 grade of approved make ,design,colour and size made by Block making machine with proper compaction fixed in required pattern etc. complete in all respect conforming to IS 5758:1984. |
| 18 | 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. |
| 19 | 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. |
| 20 | Painting two coats after filling the surface with Synthetic Enamel Paint in all shades on new plastered concrete surfaces as per section 800 of MoRTH specifications for Road & Bridge works (5th revision) and instruction of Engineer in charge. |
| 21 | 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). |
| 22 | 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 (800mmx600mm) |
| 23 | Informatory signs (600 mmx450mm) |
| 24 | Chevron sign(600mmx600mm) |
| 25 | iv) Cautionary signs ( 900mm side triangular) |
| 26 | v) Mandatory signs( 600 mm dia.Circular) |
| 27 | (vii) 900 mm high Octagon |
| 28 | (ii) Directioal/Place indication sign (1200x700 mm)(up to 0.90 sqm) |
| 29 | (iii) Advance direction/Destination/Place identification signs (1800x1200 mm)(above 0.90 sqm) |
| 30 | 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 |
| 31 | 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. |
| 32 | 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 |
| 33 | Drain wall |
| 34 | Drain slab |
| 35 | RCC M-30 grade in foundation of retaining wall 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.- Retaining wall foundation |
| 36 | Retaining wall |
| 37 | 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. |
| 38 | 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. |
| 39 | Providing and laying Filter Media with stone crushed aggregates of 45mm size satisfying the requirement laid down in relevant MoRTH Specifications with smaller size towards the soil and bigger size towards the wall and to be provided over the entire surface behind abutment/Retaining wall/Wing wall/Return wall to the full height compacted to a firm condition complete as per drawing and Technical specification etc complete as per specification and direction of Engineer in charge |
| 40 | Supplying fittingh and placing in position Driven Vertical 'Z' type sheet steel pipe as per approved drawing and Technical specification etc complete as per Clause 12.37 and Section 1100 & 1900 of MORT&H Specifications for Road & Bridge works (5th Revision) |
| 41 | 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 |
