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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, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 2 | Earthwork in excavation for foundation of structures in soil by mechanical means with 0.9 Cum bucket capacity Hydraulic Excavator including setting out, Construction of sharing and bracing, removal of stumps and other deleterious Materials dressing of sides & bottom and backfilling with approved material complete in all respect as per approved drawing and technical specifications as per Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 3 | Construction of embankment with approved materials deposited at site from road-way cutting and foundation excavation of other structures with all lifts and leads, 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 Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 4 | 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 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 5 | 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 Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 6 | Construction of granular subbase by providing close graded granular subbase Grading-VI material (hard granite crusherbroken) as per Table 400-2,satisfying all physical,chemical properties of Granular subbase material (road aggregate), spreading in uniform layer 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 denisity complete as per clause No.401 and section 900 of MoRT&H specification for Road & Bridge works(5th Revision) including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 7 | 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, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 8 | 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 (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 9 | 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 (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.a) For Road Work |
| 10 | Providing and laying dense graded bituminous macadam using crushed stone of Grade-II aggregate with batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade (VG-30 Grade) @ 4.5 per cent by weight of total 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 complete in all respects as per clause No. 505 & 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 specification & direction of the Engineer-in-charge. |
| 11 | Providing and laying bituminous concrete using crushed stone of Grade-II aggregate with batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen (VG-30 grade) @ 5.4 per cent 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 complete in all respects as per Clause No.507 & 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, cess, royalty etc complete in all respect and as per specification & direction of the Engineer-in-charge. |
| 12 | Providing compacted shoulder with granular materials by using moorum of approved quality, watering and compacting with PRR to achieve the required density in OMC complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 408 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 13 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse hard granite crusher broken aggregate (Using Branded Cement) and fine aggregate conforming 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 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 in a Batching Plant, transported to site, laid and compacting with vibratory roller, finishing and curing as per Clause 601 and section 900 of MoRT&H Specifications for Road & Bridge works(5th Revision) including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 14 | Construction of un-reinforced,dowel jointed, plain cement concrete pavement M-35 grade (using branded cement) over a prepared sub base using 43 grade Cement not less than @ 400kg / cum with 20mm and down grade hard granite (crusher broken) aggregate and fine aggregate conforming to IS 383) over a prepared sub base , mixed in concrete mixer as per approved mix design, transported to site, laid , spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, dowel bar, tie bars etc as required for the work, finishing to lines and grades as per drawing and as per Clause 602 and section 900 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 15 | Supplying and fixing of 80mm 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 including cost, conveyance, taxes, cess, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge |
| 16 | Fine dressing, providing and laying turfing with live sods of perennial turf forming grass on embankment slope, verges or other locations including preparation of ground, fetching of sods with all lifts & leads upto 5 Km. and watering complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 307 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 17 | 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 etc. complete as per Clause No. 202 of Section 200 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 18 | Supplying and fixing 15cm dia and 1.00m long guard posts of cement concrete (1:2:4) with hard granite chips including cost of all reinforcement including finished smooth as per approved drawing and technical specification complete in all respect & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 19 | 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 (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 20 | Providing and fixing of bi-directional retro 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 including cost, conveyance, taxes, cess,royalties of all materials, transportation, duties, sundries, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 21 | Providing and fixing of Retro-Reflectorised Cautionary, Mandatory and Informatory Sign Board 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 (5th 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 M-25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.i) 90cm Equilateral triangle |
| 22 | ii) 80cm x 60 cm Facility Information Signs |
| 23 | iii) 60cm x 50 cm Chevron |
| 24 | iv) 90cm high Octagon |
| 25 | v) 60 cm circular |
| 26 | vi) 30cm x 90cm Hazard Marker |
| 27 | vii) 45cm x 60cm Route Marker Signs |
| 28 | Providing and fixing pre-cast R.C.C. (1:2:4) kilometre stone as per I.R.C. design including finished smooth as per approved drawing and technical specification complete in all respect & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.a) 110 cm long ordinary Km Stone |
| 29 | b) 150 cm long ordinary 5th Km Stone |
| 30 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m 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 150 x 75 x 5 mm, 330 mm long complete as per clause 811 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 31 | Providing, filling Clean Sand of approved quality in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 32 | Providing and laying Plain cement concrete of grade M-15 (Using Branded Cement) in foundation for levelling course in Toe Wall etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700 & 2100 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.a) Foundation for Pipe Culvert, Toe Wall, Retaining wall, Drain |
| 33 | Providing P.C.C M-15 (Using Branded Cement) grade with 40mm and down grade hard granite (crusherbroken) aggregate including hoisting and laying in open foundation/substructure of Abutment,Pier,Wing wall/ Return wall, Cutoff wall,Rigid Apron etc. of C.D. work or in places as shown in the drawing as per approved drawing & section 900,1000,1500, 1700,2100,2200,2300 of MoRT&H specification for Road & Bridge works (5th Revision) including dewatering, centering and shuttering, cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.a) Foundation for frame work of Pipe Culvert |
| 34 | b) Substructure of Pipe Culvert, Toe Wall |
| 35 | Providing & Laying of NP4 Hume pipe of following diameters for pipe culverts as per approved drawing and technical specifications as per Section 2900 of MoRT&H specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.a) 1200 mm Φ HP |
| 36 | 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, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 37 | Providing and laying Reinforced cement concrete of grade M-20 (Using Branded Cement) with 20mm and down grade hard granite (crusher broken) aggregate and fine aggregate conforming to IS 383 and table 1000-1 in Box Cell Culvert, Drain, Retaining wall etc as per drawing and technical specification using High Strength approved quality Cement with formwork as per Section 900,1000,1500,1700 & 2200, 2300 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including centering, shuttering, cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.a) Foundation of Retaining Wall Below Bed |
| 38 | b) Sub Structure of Retaining Wall Above bed |
| 39 | c) Drain Bed |
| 40 | d) Drain wall |
| 41 | e) Drain Slab |
| 42 | Supplying steel i.e. Tor Steel / HYSD Bars conforming IS-1786 including straightening, cutting, bending, binding, welding and jointing if necessary and tying the grills and placing in position as required for R.C.C. Work and providing fan hooks as required, hoisting, lowering, laying including cost, conveyances, taxes tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors with labour cess etc. (Linear measurement will be taken and quantity will be calculated on standard weight of tor steel / HYSD bars for all heights) complete as per specification & direction of Engineer-in-charge. |
| 43 | Providing and laying of Filter Media with stone crushed aggregates(black hard granite (crusher broken) aggregate) of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm 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 section no 900,2500 of MoRT&H specification for Road & Bridge works (5th Revision).including cost, conveyance, taxes,cess, royalties of all materials, cost of labour, T&P required for the work etc. complete as per specification & direction of the Engineer - in- Charge Please Enable Macros to View BoQ information |
