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| 1 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m. |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Compaction Only) |
| 4 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 5 | Construction of Granular Sub-Base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRTH specification clause No. 401 |
| 6 | 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 Specification no. 406. |
| 7 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. |
| 8 | Providing and laying dense graded bituminous macadam with higher capacity batch type 120 TPH HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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 as per MoRTH specification clause No. 505 complete in all respects.((Rate including bitumen VG-30) |
| 9 | Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.as per MoRTH specification clause No. 503 (Rate including bitumen VG-10) |
| 10 | Providing and laying Bituminous Concrete with higher capacity batch type hot mix plant 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 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 as per MORTH specification clause No. 507 (Rate including bitumen VG-30). |
| 11 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming 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 continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 12 | Dismantling of Brick/Tile work/rubble masonary/pitching/etc.By Machenical Means |
| 13 | Plain cement concrete 1:3:6 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. |
| 14 | RCC Grade M20 using batching plant transit mixer & manual placing |
| 15 | RCC Grade M25 using batching plant transit mixer & manual placing |
| 16 | Brick Masonry Work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 17 | Plastering with Cement Mortar 1:3 on brick work in sub-structure as per Technical Specifications. |
| 18 | Pointing with Cement Mortar 1:3 on brick work in substructure as per Technical Specifications. |
| 19 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 20 | Supplying, fitting and placing Mild Steel reinforcement complete in sub-structure as per drawing and Technical Specification |
| 21 | Providing and laying reinforced cement concrete pipe NP4 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 Clause 1106. |
| 22 | 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 Specifications |
| 23 | Sand filling in Foundation Trenches as per drawing & Technical specification |
| 24 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the rquirements laid down in clause 2504.22of Morth specification 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 ant return wallto full height compacted to a firm condtion comlete as per drawing and Technical specification. |
| 25 | Thermoplstic Paint -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. The finished surface to be level, uniform and free from streaks and holes. Rates to be inclusive of all taxes, royalty, VAT etc. all T&P/machine, material and labour required for proper complition of work. In centre line, side line, stop line, Zebra line, etc. |
| 26 | Repeated Bars-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. The finished surface to be level, uniform and free from streaks and holes. Rates to be inclusive of all taxes, royalty, VAT etc. all T&P/machine, material and labour required for proper complition of work. In centre line, side line, stop line, Zebra line, etc. |
| 27 | Providing & fixing, km. stone, hectometre stone etc with complete Informetry sign. Hectometer Stone |
| 28 | Providing & fixing, km. stone, hectometre stone etc with complete Informetry sign. Kilometer Stone |
| 29 | Providing & fixing, km. stone, hectometre stone etc with complete Informetry sign. 5 Kilometer Stone |
| 30 | Supply and fixing of raised pavement marker (Cats Eye) with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Impact Polystyrene) or Acrylonitrile Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280 complete as per MoRTH specification no 804 (8.35). |
| 31 | Supply and fixing of welded builtup cantilever structure of 6 mtrs. Span comprising of one verticle post 6 M high made up of 300 mm N.B. (M) class MS pipe as vertical member welded with 10 mm MS plate at top and bottom for bearing and horizental frame comprising of 50 mm NB medium class main pipes and 40 mm class medium NB pipes bacing as per approved designed drawing with one coat of steel primer and two coats of synthetic enamel paints,(Including Trade Tax for work including cost of foundation work in 1:2:4 CC reinforced with approved design / drawing of the work and as per direction of Engineer Incharge . |
| 32 | Supply of fully Retro Reflective sign board made of 2 mm thick aluminium sheet face to be fully covered with high Intensity encapsulated lens long types as per colour required. The Retro reflective sheet shall be processed on base Aluminium will be provide with frame of 40 x 40 x 4 mm angle all around cross with proper clamping arranged of fix cantilever structure. The back of the aluminium sheet be powder coated. |
| 33 | 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. |
| 34 | Supply & Fixing of Linear Delineator System (LDS) Panes made of Micro Prismetic Retro Reflective Sheeting Duly Laminated on thin aluminium foil to a unique corrugated shape to provide Retro Reflection across observations & External Engles Each L.D.S. panel lenghth of 33 inch & ridge shall be approximate L.D.S. Panel is to be Firmaly Fixed on Existing M.S. Ray Welding as & When Required. |
| 35 | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) |
| 36 | Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop / berms,making up of berms / shoulders.maintenance of drain, maintenance of culvert,maintennance og guard rails and parapet.maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required.maintenance of Hectometr and kilometr stone, cutting of branches of tree, shurb and trimming of grass and weeds etc.white whashing of parapet including CD Work,painting of guard stone, refixing of displaced guard stone ( (as per Mentioned in GO No. (as per Mentioned in GO No. 17 /2024/Sa-113/23-1-2024-23-1099/113/2023Dated 16.01.2024 and ENC letter 36890C/RMC/Mool-23-24 Dated 17.02.2024 . Maintence of 1st year after completion of work @ Zero % of total work amount of item 1 to 35. |
| 37 | Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop / berms,making up of berms / shoulders.maintenance of drain, maintenance of culvert,maintennance og guard rails and parapet.maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required.maintenance of Hectometr and kilometr stone, cutting of branches of tree, shurb and trimming of grass and weeds etc.white whashing of parapet including CD Work,painting of guard stone, refixing of displaced guard stone (as per Mentioned in GO No. 17 /2024/Sa-113/23-1-2024-23-1099/113/2023Dated 16.01.2024 and ENC letter 36890C/RMC/Mool-23-24 Dated 17.02.2024 .Maintence of 2nd year after completion of work @ 0.25 % of total work amount of item 1 to 35. |
| 38 | Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop / berms,making up of berms / shoulders.maintenance of drain, maintenance of culvert,maintennance og guard rails and parapet.maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required.maintenance of Hectometr and kilometr stone, cutting of branches of tree, shurb and trimming of grass and weeds etc.white whashing of parapet including CD Work,painting of guard stone, refixing of displaced guard stone (as per Mentioned in GO No. 17 /2024/Sa-113/23-1-2024-23-1099/113/2023Dated 16.01.2024 and ENC letter 36890C/RMC/Mool-23-24 Dated 17.02.2024 . Maintence of 3 rd year after completion of work @ 0.50 % of total work amount of item 1 to 35. |
| 39 | Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop / berms,making up of berms / shoulders.maintenance of drain, maintenance of culvert,maintennance og guard rails and parapet.maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required.maintenance of Hectometr and kilometr stone, cutting of branches of tree, shurb and trimming of grass and weeds etc.white whashing of parapet including CD Work,painting of guard stone, refixing of displaced guard stone (as per Mentioned in GO No. 17 /2024/Sa-113/23-1-2024-23-1099/113/2023Dated 16.01.2024 and ENC letter 36890C/RMC/Mool-23-24 Dated 17.02.2024 .. Maintence of 4 rth year after completion of work @ 0.75 % of total work amount of item 1 to 35. |
| 40 | Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop / berms,making up of berms / shoulders.maintenance of drain, maintenance of culvert,maintennance og guard rails and parapet.maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required.maintenance of Hectometr and kilometr stone, cutting of branches of tree, shurb and trimming of grass and weeds etc.white whashing of parapet including CD Work,painting of guard stone, refixing of displaced guard stone (as per Mentioned in GO No. 17 /2024/Sa-113/23-1-2024-23-1099/113/2023Dated 16.01.2024 and ENC letter 36890C/RMC/Mool-23-24 Dated 17.02.2024 . Maintence of 5 th year after completion of work @ 1.00 % of total work amount of item 1 to 35. Please Enable Macros to View BoQ information |
