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| 1 | 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 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 distance 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 roadway cutting 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 distance borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Without Cartage) |
| 5 | Construction of Sub-Grade and Earthen Shoulders with approved material obtained from 5.00 km distance borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (With 5.00 km Cartage) |
| 6 | Construction of Granular Sub-Base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 7 | 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 achieved the desired density. |
| 8 | Providing and applying primer coat with 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 broom.(Emulsion SS-1) |
| 9 | Providing and laying dense graded bituminous macadam with 120 TPH batch type HMP producing an average output of 75 tonnes per hour 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. 507 complete in all respects.(with Bitumen VG-30) |
| 10 | Providing and applying tack coat with bitumen VG-10 using bitumin pressure distributor at the rate of 0.20 kg. per sqm on the prepared bituminous surface. |
| 11 | Providing and laying Bituminous Concrete. with 120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.40% 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 tandom roller to achieve the desired compaction as per Morth Specification clause no 508 complete in all respects.(with Bitumen VG-30) |
| 12 | 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 |
| 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 | Brick Masonry Work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 15 | Supply and laying & fixing of NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. complete. (600 mm) |
| 16 | Supply and laying & fixing of NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. complete. (1000 mm) |
| 17 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications |
| 18 | Plastering with Cement Mortar 1:3 on brick work in sub-structure as per Technical Specifications. |
| 19 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(RCC Grade M20) |
| 20 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC Grade M25) |
| 21 | Supplying, fitting and placing HYSD bar reinforcement complete in sub-structure as per drawing and Technical Specification |
| 22 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, 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.(Prestressed / reinforced cement concrete grade M-20 & above By Machenical Means) |
| 23 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, 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.(Dismantling Brick / Tile work In cement mortar. |
| 24 | 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 |
| 25 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 26 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 27 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. |
| 28 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 Technical Specification. |
| 29 | 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. |
| 30 | 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. |
| 31 | Providing & fixing Hectometre stone etc with complete Informetry sign. Hectometer Stone |
| 32 | Providing & fixing, KM. Stone etc with complete Informetry sign |
| 33 | Providing & fixing, 5 Km. Stone etc with complete Informetry sign |
| 34 | 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 . |
| 35 | Supply of fully Retro Reflective sign board made of 4 mm thick ACM sheet (Type 4 single side) 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. |
| 36 | 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 Weldingh as & When Required. |
| 37 | 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). (Direction Plate 80X60 Rectangular) |
| 38 | 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). (Equilateral Triangular Plate 90cm) |
| 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 performance Index Anexure-1) mentioned in GO No. 55 /2022 /187 /23-9-2022-02 Nabard / 2021 Dt. 28.04.20022 & Enc lettere no. 14 BDD -1 ( NH ) / 40 MT - 11 / 2024dated 03.01.2024 subjected to approval from Govt. Maintence of 1st year after completion of work @ Zero % of total work amount of item 1 to 38. |
| 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 performance Index Anexure-1) mentioned in GO No. 55 /2022 /187 /23-9-2022-02 Nabard / 2021 Dt. 28.04.20022 & Enc lettere no. 14 BDD -1 ( NH ) / 40 MT - 11 / 2024dated 03.01.2024 subjected to approval from Govt.Maintence of 2nd year after completion of work @ 0.25 % of total work amount of item 1 to 38. |
| 41 | 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 performance Index Anexure-1) mentioned in GO No. 55 /2022 /187 /23-9-2022-02 Nabard / 2021 Dt. 28.04.20022 & Enc lettere no. 14 BDD -1 ( NH ) / 40 MT - 11 / 2024dated 03.01.2024 subjected to approval from Govt. Maintence of 3 rd year after completion of work @ 0.50 % of total work amount of item 1 to 38. |
| 42 | 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 performance Index Anexure-1) mentioned in GO No. 55 /2022 /187 /23-9-2022-02 Nabard / 2021 Dt. 28.04.20022 & Enc lettere no. 14 BDD -1 ( NH ) / 40 MT - 11 / 2024dated 03.01.2024 subjected to approval from Govt. Maintence of 4 rth year after completion of work @ 0.75 % of total work amount of item 1 to 38. |
| 43 | 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 performance Index Anexure-1) mentioned in GO No. 55 /2022 /187 /23-9-2022-02 Nabard / 2021 Dt. 28.04.20022 & Enc lettere no. 14 BDD -1 ( NH ) / 40 MT - 11 / 2024dated 03.01.2024 subjected to approval from Govt. Maintence of 5 th year after completion of work @ 1.00 % of total work amount of item 1 to 38. Please Enable Macros to View BoQ information |
