|
| 1 | NAME OF ROAD - SOHJNA ROAD TO CHAURAWAWorking benchmark Pillars - Setting Out Pillars Providing&FixingofWorkingbenchmarkPillars2 nos. per km& 6 Nos. of reference pillars required for1 Km. as per drawings given and direction of E/I |
| 2 | Referencepillars-SettingOutPillars Providing& Fixing of Working benchmark Pillars 2 nos. per km& 6Nos.ofreferencepillarsrequiredfor1Km.asperdrawings given and direction of E/I |
| 3 | Clearing and Grubbing Road Land (By manual means) includinguprootingwildvegetation,grass,bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceablematerialsto be usedorauctionedupto a lead of 1000 m including removal and disposal of top organicsoil not exeeding150mmin thicknessas per technicalspecificationclause201.1anddirectionof |
| 4 | Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto100masperTechnical Specification Clause 301.5 |
| 5 | Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto1000masperTechnical Specification Clause 301.5 |
| 6 | Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per TechnicalSpecification. |
| 7 | Constructionofgranularsub-basebyprovidingwell graded material, spreading in uniform layers with motorgraderonpreparedsurface,mixingbymixin place method with rotavatorat OMC, and compacting withsmooth wheel rollertoachievethe desired density, complete as per Technical SpecificationClause 401. GRADING - II |
| 8 | WBM GRADING - II - Providing, laying, spreading and compacting stone aggregates of specific sizes to water boundmacadamspecificationincludingspreadingin uniformthickness,handpacking,rollingwiththree wheel 80-100 kN static roller in stages to proper grade andcamber,applyingandbrooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 9 | WetMixMacadam-Providing,laying,spreadingand compacting graded stone aggregate to wet mix macadamspecificationincludingpremixingthe material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying inuniformlayersinsub-base/basecourseonawell prepared sub-base and compacting with smooth wheelrollerof80to100kNweighttoachievethedesired density including lighting, barricading and |
| 10 | Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer attherateof0.70-1.0kg/sqmusingmechanical means as per Technical Specification Clause 502. |
| 11 | MIX SEAL SURFACING - Providing, laying and rolling ofclose-gradedpremixsurfacingmaterialof20mm thicknesscomposedof13.2 mmto 0.9 mm (Type-B) aggregatesusingpenetrationgradebitumento requiredline,gradeandleveltoserveaswearing course on a previously prepared base, including mixinginasuitableplant,layingandrollingwitha three wheel 8-10 kN static roller and finishingto requiredlevelandgradesasperTechnical |
| 12 | Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503. |
| 13 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse andfineaggregateconformingtoIS383,maximum size of coarse aggregate not exceeding 25 mm, mixed inabatchingandmixingplantasperapprovedmix design, transported to site, laid with a fixed form or slip form paver,spread,compacted and finished in a continuousoperationincludingprovisionof contraction,expansion,constructionandlongitudinal joints, joint filler, separationmembrane, sealant primer,jointsealant,debondingstrip,dowelbar,tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 14 | Hard Shouldering- Laying brick soling layer on preparedsub-gradewithbrickonendedging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with threewheel road roller 80- 100 kN as per Technical Specification Clause 412 |
| 15 | KMStone-ReinforcedcementconcreteM15grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. |
| 16 | 200 M Stone- Reinforced cement concrete M15 grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. |
| 17 | Painting two coats including primer coat after filling the surfacewithsyntheticenamelpaintinallshadeson new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (For culverts) |
| 18 | Cable Duct Across the Road - Providing and laying of areinforcedcementconcretepipeduct,300mmdia, acrosstheroad(newconstruction),extendingfrom drain to drain in cuts and toe of slope to toe of slope in fills,constructinghead wallsat both ends,providinga minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry ofwateranddirt,allasperIRC:98-1997andapproved drawings. |
| 19 | 600 mm equilateral & triangle - Providing and fixing of retro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 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 M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecificationClause 801 |
| 20 | 600 mm circular - Providing and fixing of retro- reflectorisedcautionary,mandatoryandinformatory signasperIRC:67madeofencapsulatedlenstype reflectivesheetingvideClause1701.2.3fixedover aluminium sheeting, 1.5 mm thick supported on a mild steelangleironpost75mmx 75 mmx 6mmfirmly fixedtothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 |
| 21 | 600 mm x 450 mm rectangular- Providingand fixing ofretro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 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 M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification |
| 22 | Printingnewletterandfiguresofanyshadewith syntheticenamelpaintblackoranyotherapproved colourtogiveanevenshadeasperdrawingsandTechnical Specification Clause 1701 |
| 23 | Plantingoftreesbytheroadside(Avenuetrees)in0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, plantingthesaplings,backfillingthetrench,watering, fixing the tree guard and maintaining the plants for one year |
| 24 | Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (BT) |
| 25 | Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (PCC) |
| 26 | ProvidingandfixingoftypicalMMGSYinformatory signboardwithLogo andMaintenanceBoardasper MORD specifications and drawing. Three MS Plates of1.6mmthick,topandmiddleplatedulyweldedwith MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm.Theangleironframeofthe lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 gradeblocksof450mmx 450mmx600mm,600mm below groundlevel.Thetopmost diamondplate will beweldedtomiddleplateby47mmx47mmof12 SWG steel plate tube.All M.S. will be stove enameled onbothsides. Letteringandprintingarrows,border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. Allsectionsofframedpostsandsteeltubewillbe paintedwithprimerandtwocoatsofepoxypaintasper drawing Clause 1701 and Annexure 1700.1 |
| 27 | Earthworkinexcavationforfoundationofstructuresupto 3.0 m depth as per drawing and technical specification clause 1104 |
| 28 | SandFillinginFoundationTrenchesasperdrawing and technicalspecificationClause 1108 - rate as peritem No. 11.2 (I) of Chapter 11 |
| 29 | BrickFlatSolinginfoundation:--BrickFlatSolingin foundationTrenchesasperdrawingandtechnicalspecification Clause 1108 |
| 30 | ProvidingPCC Grade M15 for plain/reinforced concrete in openfoundationscompleteas per drawings and technical specifications Clause 802,803, 1202 & 1203 |
| 31 | Providing and laying 1000 mm DiaRCC pipe NP-3 for culvertson first classbeddingofPCCM10(1:3:6)in singlerowincludingfixingcollarwithcementmortar 1:2 but excluding excavation,protection works,backfilling concrete and masonary works inhead |
| 32 | ADD LABOUR CESS @ 1% (b) |
| 33 | SEIGNIORAGE FEE (c) |
| 34 | ADD GST @ 18% on (a+b+c) |
| 35 | Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse 503. |
| 36 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTHspecification clause No. 508 complete in all respects. |
| 37 | Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads @ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35 .The finished surface to be level, uniform andfree from streaks and holes. |
| 38 | ADD LABOUR CESS @ 1% (b) |
| 39 | SEIGNIORAGE FEE (c) |
| 40 | ADD GST @ 18% on (a+b+c) |
| 41 | 1st Year Operation & Management Cost |
| 42 | 2nd Year Operation & Management Cost |
| 43 | 3rd Year Operation & Management Cost |
| 44 | 4th Year Operation & Management Cost |
| 45 | 5th Year Operation & Management Cost |
| 46 | 6th Year Operation & Management Cost |
| 47 | ADD LABOUR CESS @ 1% (b) |
| 48 | SEIGNIORAGE FEE (c) |
| 49 | ADD GST @ 18% on (a+b+c) |
| 50 | NAME OF ROAD - GREDIYA BIGHA TO KASIMPUR NAHAR PARWorking benchmark Pillars - Setting Out Pillars Providing&FixingofWorkingbenchmarkPillars2 nos. per km& 6 Nos. of reference pillars required for1 Km. as per drawings given and direction of E/I |
| 51 | Referencepillars-SettingOutPillars Providing& Fixing of Working benchmark Pillars 2 nos. per km& 6Nos.ofreferencepillarsrequiredfor1Km.asperdrawings given and direction of E/I |
| 52 | Clearing and Grubbing Road Land (By manual means) includinguprootingwildvegetation,grass,bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceablematerialsto be usedorauctionedupto a lead of 1000 m including removal and disposal of top organicsoil not exeeding150mmin thicknessas per technicalspecificationclause201.1anddirectionof |
| 53 | Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto100masperTechnical Specification Clause 301.5 |
| 54 | Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto1000masperTechnical Specification Clause 301.5 |
| 55 | Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per TechnicalSpecification. |
| 56 | Constructionofgranularsub-basebyprovidingwell graded material, spreading in uniform layers with motorgraderonpreparedsurface,mixingbymixin place method with rotavatorat OMC, and compacting withsmooth wheel rollertoachievethe desired density, complete as per Technical SpecificationClause 401. GRADING - II |
| 57 | WBM GRADING - II - Providing, laying, spreading and compacting stone aggregates of specific sizes to water boundmacadamspecificationincludingspreadingin uniformthickness,handpacking,rollingwiththree wheel 80-100 kN static roller in stages to proper grade andcamber,applyingandbrooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 58 | WetMixMacadam-Providing,laying,spreadingand compacting graded stone aggregate to wet mix macadamspecificationincludingpremixingthe material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying inuniformlayersinsub-base/basecourseonawell prepared sub-base and compacting with smooth wheelrollerof80to100kNweighttoachievethedesired density including lighting, barricading and |
| 59 | Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer attherateof0.70-1.0kg/sqmusingmechanical means as per Technical Specification Clause 502. |
| 60 | MIX SEAL SURFACING - Providing, laying and rolling ofclose-gradedpremixsurfacingmaterialof20mm thicknesscomposedof13.2 mmto 0.9 mm (Type-B) aggregatesusingpenetrationgradebitumento requiredline,gradeandleveltoserveaswearing course on a previously prepared base, including mixinginasuitableplant,layingandrollingwitha three wheel 8-10 kN static roller and finishingto requiredlevelandgradesasperTechnical |
| 61 | Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503. |
| 62 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse andfineaggregateconformingtoIS383,maximum size of coarse aggregate not exceeding 25 mm, mixed inabatchingandmixingplantasperapprovedmix design, transported to site, laid with a fixed form or slip form paver,spread,compacted and finished in a continuousoperationincludingprovisionof contraction,expansion,constructionandlongitudinal joints, joint filler, separationmembrane, sealant primer,jointsealant,debondingstrip,dowelbar,tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 63 | Hard Shouldering- Laying brick soling layer on preparedsub-gradewithbrickonendedging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with threewheel road roller 80- 100 kN as per Technical Specification Clause 412 |
| 64 | KMStone-ReinforcedcementconcreteM15grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. |
| 65 | 200 M Stone- Reinforced cement concrete M15 grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. |
| 66 | Painting two coats including primer coat after filling the surfacewithsyntheticenamelpaintinallshadeson new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (For culverts) |
| 67 | Cable Duct Across the Road - Providing and laying of areinforcedcementconcretepipeduct,300mmdia, acrosstheroad(newconstruction),extendingfrom drain to drain in cuts and toe of slope to toe of slope in fills,constructinghead wallsat both ends,providinga minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry ofwateranddirt,allasperIRC:98-1997andapproved drawings. |
| 68 | 600 mm equilateral & triangle - Providing and fixing of retro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 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 M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecificationClause 801 |
| 69 | 600 mm circular - Providing and fixing of retro- reflectorisedcautionary,mandatoryandinformatory signasperIRC:67madeofencapsulatedlenstype reflectivesheetingvideClause1701.2.3fixedover aluminium sheeting, 1.5 mm thick supported on a mild steelangleironpost75mmx 75 mmx 6mmfirmly fixedtothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 |
| 70 | 600 mm x 450 mm rectangular- Providingand fixing ofretro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 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 M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification |
| 71 | Printingnewletterandfiguresofanyshadewith syntheticenamelpaintblackoranyotherapproved colourtogiveanevenshadeasperdrawingsandTechnical Specification Clause 1701 |
| 72 | Plantingoftreesbytheroadside(Avenuetrees)in0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, plantingthesaplings,backfillingthetrench,watering, fixing the tree guard and maintaining the plants for one year |
| 73 | Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (BT) |
| 74 | Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (PCC) |
| 75 | ProvidingandfixingoftypicalMMGSYinformatory signboardwithLogo andMaintenanceBoardasper MORD specifications and drawing. Three MS Plates of1.6mmthick,topandmiddleplatedulyweldedwith MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm.Theangleironframeofthe lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 gradeblocksof450mmx 450mmx600mm,600mm below groundlevel.Thetopmost diamondplate will beweldedtomiddleplateby47mmx47mmof12 SWG steel plate tube.All M.S. will be stove enameled onbothsides. Letteringandprintingarrows,border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. Allsectionsofframedpostsandsteeltubewillbe paintedwithprimerandtwocoatsofepoxypaintasper drawing Clause 1701 and Annexure 1700.1 |
| 76 | Earthworkinexcavationforfoundationofstructuresupto 3.0 m depth as per drawing and technical specification clause 1104 |
| 77 | SandFillinginFoundationTrenchesasperdrawing and technicalspecificationClause 1108 - rate as peritem No. 11.2 (I) of Chapter 11 |
| 78 | ProvidingPCC Grade M15 for plain/reinforced concrete in openfoundationscompleteas per drawings and technical specifications Clause 802,803, 1202 & 1203 |
| 79 | ProvidingPCC Grade M15 for plain/reinforced concreteinSubStructurecompleteasperdrawingsand technical specifications |
| 80 | Plain/Reinforced cement concrete(M-20) in substructurecompleteasperdrawingsandtechnical specificationClauses802,804,805,806,807,1202ans 1204 |
| 81 | RCCM25 inDeckSlab:-- Providingandlaying reinforcedcementconcrete insuperstructure(Deck slab M25) as per drawing and technical specificationsClauses 800, 1205.4, 1205.5 |
| 82 | Providing weepholes in brick masonry/stone masonry, plain/reinforcedconcreteabutment,wingwall,return wallwith100mmdiaACpipeextendingthroughthe fullwidthofthestructureswithslopeof1(V):20(H) towardsdrawingfacecompleteasperdrawingand technical specification Clauses 614, 709, 1204.3.7 |
| 83 | Supplying, fitting and placing HYSD bar reinforcementin super-structure complete as per drawing and technical specifications |
| 84 | Providingandfillingjointsealingcompoundasper drawings and technical specifications with coarse sandand 6 per centbitumen by weight |
| 85 | Drainage spouts complete as per drawing andtechnical specifications Clause 1209. |
| 86 | ADD LABOUR CESS @ 1% (b) |
| 87 | SEIGNIORAGE FEE (c) |
| 88 | ADD GST @ 18% on (a+b+c) |
| 89 | Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse 503. |
| 90 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTHspecification clause No. 508 complete in all respects. |
| 91 | Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads @ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35 .The finished surface to be level, uniform andfree from streaks and holes. |
| 92 | ADD LABOUR CESS @ 1% (b) |
| 93 | SEIGNIORAGE FEE (c) |
| 94 | ADD GST @ 18% on (a+b+c) |
| 95 | 1st Year Operation & Management Cost |
| 96 | 2nd Year Operation & Management Cost |
| 97 | 3rd Year Operation & Management Cost |
| 98 | 4th Year Operation & Management Cost |
| 99 | 5th Year Operation & Management Cost |
| 100 | 6th Year Operation & Management Cost |
| 101 | ADD LABOUR CESS @ 1% (b) |
| 102 | SEIGNIORAGE FEE (c) |
| 103 | ADD GST @ 18% on (a+b+c) |
| 104 | NAME OF ROAD - BAKAUR TO NANDACHAKWorking benchmark Pillars - Setting Out Pillars Providing&FixingofWorkingbenchmarkPillars2 nos. per km& 6 Nos. of reference pillars required for1 Km. as per drawings given and direction of E/I |
| 105 | Referencepillars-SettingOutPillars Providing& Fixing of Working benchmark Pillars 2 nos. per km& 6Nos.ofreferencepillarsrequiredfor1Km.asperdrawings given and direction of E/I |
| 106 | Clearing and Grubbing Road Land (By manual means) includinguprootingwildvegetation,grass,bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceablematerialsto be usedorauctionedupto a lead of 1000 m including removal and disposal of top organicsoil not exeeding150mmin thicknessas per technicalspecificationclause201.1anddirectionof |
| 107 | Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto100masperTechnical Specification Clause 301.5 |
| 108 | Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto1000masperTechnical Specification Clause 301.5 |
| 109 | Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per TechnicalSpecification. |
| 110 | Constructionofgranularsub-basebyprovidingwell graded material, spreading in uniform layers with motorgraderonpreparedsurface,mixingbymixin place method with rotavatorat OMC, and compacting withsmooth wheel rollertoachievethe desired density, complete as per Technical SpecificationClause 401. GRADING - II |
| 111 | WBM GRADING - II - Providing, laying, spreading and compacting stone aggregates of specific sizes to water boundmacadamspecificationincludingspreadingin uniformthickness,handpacking,rollingwiththree wheel 80-100 kN static roller in stages to proper grade andcamber,applyingandbrooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 112 | WetMixMacadam-Providing,laying,spreadingand compacting graded stone aggregate to wet mix macadamspecificationincludingpremixingthe material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying inuniformlayersinsub-base/basecourseonawell prepared sub-base and compacting with smooth wheelrollerof80to100kNweighttoachievethedesired density including lighting, barricading and |
| 113 | Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer attherateof0.70-1.0kg/sqmusingmechanical means as per Technical Specification Clause 502. |
| 114 | MIX SEAL SURFACING - Providing, laying and rolling ofclose-gradedpremixsurfacingmaterialof20mm thicknesscomposedof13.2 mmto 0.9 mm (Type-B) aggregatesusingpenetrationgradebitumento requiredline,gradeandleveltoserveaswearing course on a previously prepared base, including mixinginasuitableplant,layingandrollingwitha three wheel 8-10 kN static roller and finishingto requiredlevelandgradesasperTechnical |
| 115 | Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503. |
| 116 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse andfineaggregateconformingtoIS383,maximum size of coarse aggregate not exceeding 25 mm, mixed inabatchingandmixingplantasperapprovedmix design, transported to site, laid with a fixed form or slip form paver,spread,compacted and finished in a continuousoperationincludingprovisionof contraction,expansion,constructionandlongitudinal joints, joint filler, separationmembrane, sealant primer,jointsealant,debondingstrip,dowelbar,tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 117 | Hard Shouldering- Laying brick soling layer on preparedsub-gradewithbrickonendedging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with threewheel road roller 80- 100 kN as per Technical Specification Clause 412 |
| 118 | KMStone-ReinforcedcementconcreteM15grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. |
| 119 | 200 M Stone- Reinforced cement concrete M15 grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. |
| 120 | Painting two coats including primer coat after filling the surfacewithsyntheticenamelpaintinallshadeson new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (For culverts) |
| 121 | Cable Duct Across the Road - Providing and laying of areinforcedcementconcretepipeduct,300mmdia, acrosstheroad(newconstruction),extendingfrom drain to drain in cuts and toe of slope to toe of slope in fills,constructinghead wallsat both ends,providinga minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry ofwateranddirt,allasperIRC:98-1997andapproved drawings. |
| 122 | 600 mm equilateral & triangle - Providing and fixing of retro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 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 M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecificationClause 801 |
| 123 | 600 mm circular - Providing and fixing of retro- reflectorisedcautionary,mandatoryandinformatory signasperIRC:67madeofencapsulatedlenstype reflectivesheetingvideClause1701.2.3fixedover aluminium sheeting, 1.5 mm thick supported on a mild steelangleironpost75mmx 75 mmx 6mmfirmly fixedtothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 |
| 124 | 600 mm x 450 mm rectangular- Providingand fixing ofretro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 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 M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification |
| 125 | Printingnewletterandfiguresofanyshadewith syntheticenamelpaintblackoranyotherapproved colourtogiveanevenshadeasperdrawingsandTechnical Specification Clause 1701 |
| 126 | Plantingoftreesbytheroadside(Avenuetrees)in0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, plantingthesaplings,backfillingthetrench,watering, fixing the tree guard and maintaining the plants for one year |
| 127 | Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (BT) |
| 128 | Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (PCC) |
| 129 | ProvidingandfixingoftypicalMMGSYinformatory signboardwithLogo andMaintenanceBoardasper MORD specifications and drawing. Three MS Plates of1.6mmthick,topandmiddleplatedulyweldedwith MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm.Theangleironframeofthe lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 gradeblocksof450mmx 450mmx600mm,600mm below groundlevel.Thetopmost diamondplate will beweldedtomiddleplateby47mmx47mmof12 SWG steel plate tube.All M.S. will be stove enameled onbothsides. Letteringandprintingarrows,border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. Allsectionsofframedpostsandsteeltubewillbe paintedwithprimerandtwocoatsofepoxypaintasper drawing Clause 1701 and Annexure 1700.1 |
| 130 | Earthworkinexcavationforfoundationofstructuresupto 3.0 m depth as per drawing and technical specification clause 1104 |
| 131 | SandFillinginFoundationTrenchesasperdrawing and technicalspecificationClause 1108 - rate as peritem No. 11.2 (I) of Chapter 11 |
| 132 | ProvidingPCC Grade M15 for plain/reinforced concrete in openfoundationscompleteas per drawings and technical specifications Clause 802,803, 1202 & 1203 |
| 133 | ProvidingPCC Grade M15 for plain/reinforced concreteinSubStructurecompleteasperdrawingsand technical specifications |
| 134 | Plain/Reinforced cement concrete(M-20) in substructurecompleteasperdrawingsandtechnical specificationClauses802,804,805,806,807,1202ans 1204 |
| 135 | RCCM25 inDeckSlab:-- Providingandlaying reinforcedcementconcrete insuperstructure(Deck slab M25) as per drawing and technical specificationsClauses 800, 1205.4, 1205.5 |
| 136 | Providing weepholes in brick masonry/stone masonry, plain/reinforcedconcreteabutment,wingwall,return wallwith100mmdiaACpipeextendingthroughthe fullwidthofthestructureswithslopeof1(V):20(H) towardsdrawingfacecompleteasperdrawingand technical specification Clauses 614, 709, 1204.3.7 |
| 137 | Supplying, fitting and placing HYSD bar reinforcementin super-structure complete as per drawing and technical specifications |
| 138 | Providingandfillingjointsealingcompoundasper drawings and technical specifications with coarse sandand 6 per centbitumen by weight |
| 139 | Drainage spouts complete as per drawing andtechnical specifications Clause 1209. |
| 140 | ADD LABOUR CESS @ 1% (b) |
| 141 | SEIGNIORAGE FEE (c) |
| 142 | ADD GST @ 18% on (a+b+c) |
| 143 | Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse 503. |
| 144 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTHspecification clause No. 508 complete in all respects. |
| 145 | Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads @ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35 .The finished surface to be level, uniform andfree from streaks and holes. |
| 146 | ADD LABOUR CESS @ 1% (b) |
| 147 | SEIGNIORAGE FEE (c) |
| 148 | ADD GST @ 18% on (a+b+c) |
| 149 | 1st Year Operation & Management Cost |
| 150 | 2nd Year Operation & Management Cost |
| 151 | 3rd Year Operation & Management Cost |
| 152 | 4th Year Operation & Management Cost |
| 153 | 5th Year Operation & Management Cost |
| 154 | 6th Year Operation & Management Cost |
| 155 | ADD LABOUR CESS @ 1% (b) |
| 156 | SEIGNIORAGE FEE (c) |
| 157 | ADD GST @ 18% on (a+b+c) |
