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| 1 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. (Bituminous Surface) |
| 2 | 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. (By Mechanical Means) |
| 3 | Removal of unserviceable soil including excavation, loading and disposal upto 8000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. |
| 4 | 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. |
| 5 | Construction of granular sub-base by providing well graded material, 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 technical specification clause 401. (Coarse Graded Material) |
| 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. |
| 7 | 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 |
| 8 | Providing and applying primer coat with SS1 grade bitumen emulsion (SS1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means. |
| 9 | Providing and laying dense graded bituminous macadam with higher capacity batch type 120TPH-HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. (Grade-1, VG-30) |
| 10 | Providing and laying dense graded bituminous macadam with higher capacity batch type 120TPH-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. (Grade-1, VG-30) (By Material Obtained from Road Dismantling) |
| 11 | 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. (With Bitumen VG-10) |
| 12 | Providing and laying dense graded bituminous macadam with higher capacity batch type 120TPH-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. (Grade-2, VG-30) |
| 13 | Providing and laying bituminous concrete with higher capacity batch type 120TPH- Hot Mix Plant 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 complete in all respects. (Grade-2, VG-30) |
| 14 | Providing & laying of 80 mm thick rubber moulded inter locking paver tiles incl. 30 mm thick fine sand cusion bed in proper slope & camber including all material, labour, T&P etc. required for proper completion of the work. |
| 15 | 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. |
| 16 | RCC Grade M20 using batching plant transit mixer & Concrete Pump. |
| 17 | Supplying, fitting and placing TMT steel reinforcement complete in sub-structure as per drawing and Technical Specification |
| 18 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. |
| 19 | 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. |
| 20 | 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. |
| 21 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc. (HM Stone) |
| 22 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc. (KM Stone) |
| 23 | 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). (Without Shank) |
| 24 | 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 . |
| 25 | Supply of fully Retro Reflective sign board made of 4 mm thick ACM sheet (Type 4 double 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. |
| 26 | Supply & Fixing of Delineator 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. |
| 27 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 upto date made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with PCC M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 upto date. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . Proof of the same in form of government report shall be uploaded while quoting tender. Direction plate 80 x 60 rectangular |
| 28 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 upto date made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with PCC M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 upto date. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . Proof of the same in form of government report shall be uploaded while quoting tender. x) 30X90 cm (Left/Right) Object Hazard |
| 29 | 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 etc. As per direction of E/I for the period of 5 years from the actual completion of work .( Excluding G.S.T.) (as per performance Index Anexure-II) mentioned in GO No. 17 /2024 /sa-113 /23-1-2024-23-1099/113/2023 Dt. 16.10.2024 & Enc letter no. 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) Maintence cost for Ist year @ 0% coste of work of total work of amount of item 1 to 28. |
| 30 | 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 etc. As per direction of E/I for the period of 5 years from the actual completion of work .( Excluding G.S.T.) (as per performance Index Anexure-II) mentioned in GO No. 17 /2024 /sa-113 /23-1-2024-23-1099/113/2023 Dt. 16.10.2024 & Enc letter no. 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) Maintence cost for IInd year @ 0.25% coste of work of total work of amount of item 1 to 28. |
| 31 | 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 etc. As per direction of E/I for the period of 5 years from the actual completion of work .( Excluding G.S.T.) (as per performance Index Anexure-II) mentioned in GO No. 17 /2024 /sa-113 /23-1-2024-23-1099/113/2023 Dt. 16.10.2024 & Enc letter no. 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) Maintence cost for IIIrd year @ 0.50% coste of work of total work of amount of item 1 to 28. |
| 32 | 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 etc. As per direction of E/I for the period of 5 years from the actual completion of work .( Excluding G.S.T.) (as per performance Index Anexure-II) mentioned in GO No. 17 /2024 /sa-113 /23-1-2024-23-1099/113/2023 Dt. 16.10.2024 & Enc letter no. 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) Maintence cost for IVth year @ 0.75% coste of work of total work of amount of item 1 to 28. |
| 33 | 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 etc. As per direction of E/I for the period of 5 years from the actual completion of work .( Excluding G.S.T.) (as per performance Index Anexure-II) mentioned in GO No. 17 /2024 /sa-113 /23-1-2024-23-1099/113/2023 Dt. 16.10.2024 & Enc letter no. 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) Maintence cost for Vth year @ 1.00% coste of work of total work of amount of item 1 to 28. Please Enable Macros to View BoQ information |
