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| 1 | NAME OF ROAD - HOUSE OF SHAMBOO RAI TO HOUSE OF HARI RAMWorking 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 | Excavationforroadworkinsoilwithhydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, gradesandcross-sections,andtransportingtothe embankmentlocationwithaliftupto1.5mandlead upto1000masperTechnicalSpecificationClause |
| 5 | Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto100masperTechnical Specification Clause 301.5 |
| 6 | Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto1000masperTechnical Specification Clause 301.5 |
| 7 | 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. |
| 8 | 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 |
| 9 | 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. |
| 10 | 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 |
| 11 | 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. |
| 12 | 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 |
| 13 | Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503. |
| 14 | 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 |
| 15 | 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 |
| 16 | KMStone-ReinforcedcementconcreteM15grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. |
| 17 | 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. |
| 18 | Painting two coats including primer coat after filling the surfacewithsyntheticenamelpaintinallshadeson new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (For culverts) |
| 19 | 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. |
| 20 | 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 |
| 21 | 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 |
| 22 | 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 |
| 23 | Printingnewletterandfiguresofanyshadewith syntheticenamelpaintblackoranyotherapproved colourtogiveanevenshadeasperdrawingsandTechnical Specification Clause 1701 |
| 24 | 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 |
| 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. (BT) |
| 26 | 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) |
| 27 | 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 |
| 28 | Earthworkinexcavationforfoundationofstructures upto 3.0 m depth as per drawing and technicalspecification clause 1104 |
| 29 | SandFillinginFoundationTrenchesasperdrawingand technicalspecificationClause 1108 - rate as per item No. 11.2 (I) of Chapter 11 |
| 30 | BrickFlatSolinginfoundation:--BrickFlatSolingin foundationTrenchesasperdrawingandtechnicalspecification Clause 1108 |
| 31 | ProvidingPCC Grade M15 for plain/reinforced concrete in openfoundationscompleteas per drawings and technical specifications Clause 802,803, 1202 & 1203 |
| 32 | 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 |
| 33 | ProvidingPCC Grade M15 for plain/reinforcedconcreteinSubStructurecompleteasperdrawings and technical specifications |
| 34 | Plain/Reinforced cement concrete(M-20) in substructurecompleteasperdrawingsandtechnical specificationClauses802,804,805,806,807,1202ans 1204 |
| 35 | RCCM25 inDeckSlab:-- Providingandlaying reinforcedcementconcrete insuperstructure(Deck slab M25) as per drawing and technical specificationsClauses 800, 1205.4, 1205.5 |
| 36 | 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 |
| 37 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing andtechnical specifications |
| 38 | Providingandfillingjointsealingcompoundasper drawings and technical specifications with coarse sandand 6 per centbitumen by weight |
| 39 | Drainage spouts complete as per drawing andtechnical specifications Clause 1209. |
| 40 | Dismantlingofexistingstructureslikeculverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, includingT&Pandscaffoldingwherevernecessary, sorting the dismantled material, disposal of unserviceablematerialandstackingtheserviceable materialwithallliftsandleadof1000masper Technical Specification Clause 202. Cement Concrete |
| 41 | Dismantlingofexistingstructureslikeculverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, includingT&Pandscaffoldingwherevernecessary, sorting the dismantled material, disposal of unserviceablematerialandstackingtheserviceable materialwithallliftsandleadof1000masper TechnicalSpecificationClause202.Reinforced |
| 42 | Dismantlingofexistingstructureslikeculverts, bridges, retaining walls and other structures comprisingofbrickmasonry,includingdisposalof unserviceablematerialandstackingtheserviceable material with all lift and lead of 1000 m as perTechnical Specification Clause 202. Cement mortar |
| 43 | ADD LABOUR CESS @ 1% (b) |
| 44 | SEIGNIORAGE FEE (c) |
| 45 | ADD GST @ 18% on (a+b+c) |
| 46 | Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503. |
| 47 | 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. |
| 48 | 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. |
| 49 | ADD LABOUR CESS @ 1% (b) |
| 50 | SEIGNIORAGE FEE (c) |
| 51 | ADD GST @ 18% on (a+b+c) |
| 52 | 1st Year Operation & Management Cost |
| 53 | 2nd Year Operation & Management Cost |
| 54 | 3rd Year Operation & Management Cost |
| 55 | 4th Year Operation & Management Cost |
| 56 | 5th Year Operation & Management Cost |
| 57 | 6th Year Operation & Management Cost |
| 58 | ADD LABOUR CESS @ 1% (b) |
| 59 | SEIGNIORAGE FEE (c) |
| 60 | ADD GST @ 18% on (a+b+c) |
| 61 | NAME OF ROAD - HOUSE OF RAVINDER SHARMATO HOUSE OFRAM NATH YADAVWorking 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 |
| 62 | Referencepillars-SettingOutPillars Providing& Fixing of Working benchmark Pillars 2 nos. per km& 6Nos.ofreferencepillarsrequiredfor1Km.asperdrawings given and direction of E/I |
| 63 | 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 |
| 64 | Dismantling of Cement Concrete Pavements by mechanical means using pneumatic tools breaking to picesnotexceeding0.02cuminvolumeandstock pillingatdesignatedlocationanddisposalof dismantledmaterialsuptoaleadof1000m,stackingserviceable and unserviceable materials separately. |
| 65 | Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto1000masperTechnical Specification Clause 301.5 |
| 66 | 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. |
| 67 | 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 |
| 68 | 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 |
| 69 | 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 |
| 70 | 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 |
| 71 | KMStone-ReinforcedcementconcreteM15grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. |
| 72 | 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. |
| 73 | Painting two coats including primer coat after filling the surfacewithsyntheticenamelpaintinallshadeson new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (For culverts) |
| 74 | 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 |
| 75 | 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 |
| 76 | 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 |
| 77 | Printingnewletterandfiguresofanyshadewith syntheticenamelpaintblackoranyotherapproved colourtogiveanevenshadeasperdrawingsandTechnical Specification Clause 1701 |
| 78 | 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) |
| 79 | 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 |
| 80 | Earthworkinexcavationforfoundationofstructuresupto 3.0 m depth as per drawing and technical specification clause 1104 |
| 81 | SandFillinginFoundationTrenchesasperdrawing and technicalspecificationClause 1108 - rate as peritem No. 11.2 (I) of Chapter 11 |
| 82 | BrickFlatSolinginfoundation:--BrickFlatSolingin foundationTrenchesasperdrawingandtechnicalspecification Clause 1108 |
| 83 | ProvidingPCC Grade M15 for plain/reinforced concrete in openfoundationscompleteas per drawings and technical specifications Clause 802,803, 1202 & 1203 |
| 84 | 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 |
| 85 | Dismantlingofexistingstructureslikeculverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, includingT&Pandscaffoldingwherevernecessary, sorting the dismantled material, disposal of unserviceablematerialandstackingtheserviceable materialwithallliftsandleadof1000masper Technical Specification Clause 202. Cement Concrete |
| 86 | Dismantlingofexistingstructureslikeculverts, bridges, retaining walls and other structures comprisingofbrickmasonry,includingdisposalof unserviceablematerialandstackingtheserviceable material with all lift and lead of 1000 m as perTechnical Specification Clause 202. Cement mortar |
| 87 | Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry WorksasperTechnicalSpecificationClause202.Above 600 mm to 900 mm dia Hume pipe |
| 88 | ADD LABOUR CESS @ 1% (b) |
| 89 | SEIGNIORAGE FEE (c) |
| 90 | ADD GST @ 18% on (a+b+c) |
| 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 and free from streaks and holes. |
| 92 | ADD LABOUR CESS @ 1% (b) |
| 93 | ADD GST @ 18% on (a+b+c) |
| 94 | 1st Year Operation & Management Cost |
| 95 | 2nd Year Operation & Management Cost |
| 96 | 3rd Year Operation & Management Cost |
| 97 | 4th Year Operation & Management Cost |
| 98 | 5th Year Operation & Management Cost |
| 99 | 6th Year Operation & Management Cost |
| 100 | ADD LABOUR CESS @ 1% (b) |
| 101 | SEIGNIORAGE FEE (c) |
| 102 | ADD GST @ 18% on (a+b+c) |
| 103 | NAME OF ROAD - S H 54 LAKSHMIPUR CHOWK SE TO HARDIA HANUMAN MANDIR NAHARWorking benchmark Pillars - Setting Out PillarsProviding & FixingofWorkingbenchmarkPillars2nos.perkm &6 Nos. of reference pillars required for 1 Km. as per drawingsgiven and direction of E/I |
| 104 | Reference pillars - Setting Out PillarsProviding & Fixing of WorkingbenchmarkPillars2nos.perkm &6Nos.of reference pillars required for 1 Km. as per drawings givenand direction of E/I |
| 105 | ClearingandGrubbingRoadLand(Bymanualmeans) including uprooting wild vegetation, grass, bushes, shrubs, saplings andtrees of girth upto300mm,removalsof stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioneduptoaleadof1000mincludingremovaland disposal of top organic soil not exeeding 150mm in thicknessaspertechnicalspecificationclause201.1anddirection of E/I |
| 106 | Excavation for roadwork in soil with hydraulic excavator of0.9cumbucketcapacityincludingcuttingandloadingin tippers,trimmingbottomandsideslopes,inaccordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 mandleadupto1000masperTechnicalSpecificationClause 302.3 |
| 107 | Construction ofembankment withapproved material obtained from borrow pits with a lift upto 1.5 m, transporting tosite,spreading,gradingtorequiredslopeand compacting to meet requirement of Tables 300.1 and 300.2 withaleadupto100masperTechnicalSpecificationClause 301.5 |
| 108 | Construction of subgrade and earthen shoulders with approvedmaterialobtainedfromborrowpitswithalllifts and leads, transporting to site, spreading, grading to requiredslopeandcompactedtomeetrequirementof Table300.2withlead upto1000 mas perTechnicalSpecification. |
| 109 | Construction of granular sub-base by providing well graded material, spreading in uniformlayers with motor grader on preparedsurface,mixingbymixinplacemethodwith rotavator atOMC,andcompactingwithsmooth wheel rollertoachievethe desireddensity,completeasperTechnical Specification Clause 401. GRADING - II |
| 110 | WBMGRADING-II-Providing,laying,spreadingand compactingstoneaggregatesofspecificsizestowater bound macadam specification including spreading in uniformthickness,handpacking,rollingwiththree wheel 80-100kNstaticrollerinstagestopropergradeand camber, applying and brooming, crushable screening to fill- up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as perTechnical Specification Clause 405. |
| 111 | Wet Mix Macadam- Providing, laying, spreading and compactinggradedstoneaggregatetowetmix macadam specification including premixing thematerial with water at OMCinmechanicalmixer(PugMill),carriageofmixed materialbytippertosite,laying inuniformlayersinsub- base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricadingand maintenance of diversion, etc as per Tables 400.11 & |
| 112 | Providing and applying primer coat with Bitumen emulsion (SS-1) onpreparedsurfaceofgranularbaseincluding cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per TechnicalSpecification Clause 502. |
| 113 | MIXSEALSURFACING-Providing,layingandrollingof close-graded premix surfacing material of 20 mm thickness composedof13.2mmto0.9mm(Type-B)aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling withathreewheel8-10kNstaticrollerandfinishingto requiredlevelandgradesasperTechnicalSpecificationClause 509. |
| 114 | Providingandapplyingtackcoatwithbitumenemulsion usingemulsionpressuredistributorattherateof0.25to0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technicalspecification aclouse 503. |
| 115 | KM Stone- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing inpositionincludingpaintingandprinting,etcasperdrawing and technical specification clause 1703. |
| 116 | 200MStone-ReinforcedcementconcreteM15grade kilometre local stone of standard design asper IRC:8 fixing inpositionincludingpaintingandprinting,etcasperdrawing and technical specification clause 1703. |
| 117 | CableDuctAcrosstheRoad-Providingandlayingofa reinforcedcementconcretepipeduct,300mmdia, across the road (new construction), extending from drain to drain in cutsandtoeofslopetotoeofslopeinfills,constructing head walls at both ends, providing a minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,beddedona0.3mthicklayerofgranular 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 prevententryofwateranddirt,allasperIRC:98-1997 |
| 118 | 600 mm equilateral & triangle - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 meansofproperlydesignedfoundationwithM15grade cementconcrete450mmx450mmx600mm,600mm below ground level as perdrawings and TechnicalSpecification Clause 801 |
| 119 | 600 mm circular - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign asper IRC:67 madeofencapsulatedlenstypereflectivesheetingvide Clause1701.2.3fixedoveraluminiumsheeting,1.5mm 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 level asperdrawings and Technical Specification Clause 801 |
| 120 | 600mmx450mmrectangular-Providingandfixingof retro-reflectorisedcautionary,mandatoryandinformatory sign as per IRC:67 made of encapsulated lens type reflectivesheetingvideClause1701.2.3fixedover 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 mmbelowgroundlevelasper drawingsandTechnicalSpecification Clause 801 |
| 121 | Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayedfarmyard/sludgemanure,plantingthesaplings, backfillingthetrench,watering,fixingthetreeguardandmaintaining the plants for one year |
| 122 | Providing and laying of hot applied thermoplastic compound2.5mmthickincludingreflectorisingglassbeads@250 gmspersqmarea,thicknessof2.5mmisexclusiveof surfaceappliedglassbeadsasperIRC:35.Thefinished surfacetobelevel,uniformandfreefromstreaksand holes. (BT) |
| 123 | ProvidingandfixingoftypicalMMGSYinformatorysign boardwithLogoandMaintenanceBoardasperMORD specificationsanddrawing.ThreeMSPlatesof1.6mm thick,topandmiddleplatedulyweldedwithMSflatiron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. Theangleironframeofthelowermost plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mmof12SWGsheettubespostsdulyembeddedin cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamondplatewillbeweldedtomiddleplateby47mmx 47mmof12SWGsteel platetube.AllM.S. willbe stove enameledonbothsides. Letteringandprintingarrows, border etc.willbe painted withreadymixedsynthetic enamelpaintofsuperiorqualityinrequiredshadeand colour.All sections of framed posts and steel tube will bepaintedwithprimerandtwocoatsofepoxypaintasper |
| 124 | ADD LABOUR CESS @ 1% (b) |
| 125 | SEIGNIORAGE FEE (c) |
| 126 | ADD GST @ 18% on (a+b+c) |
| 127 | Providingandapplyingtackcoatwithbitumenemulsion usingemulsionpressuredistributorattherateof0.25to0.30 kg per sqm on the prepared granular surface tretaedwith Primer and clened with hydriloc broom as per technical specification aclouse 503. |
| 128 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specifiedgrading,[email protected] to5percentofmixandfiller,transportingthehotmixto worksite,layingwithahydrostaticpaverfinisherwith sensorcontroltotherequiredgrade,levelandalignment, rolling with smooth wheeled, vibratory and tandem rollers to achievethedesired compaction as perMoRTH |
| 129 | Providing and laying of hot applied thermoplastic compound2.5mmthickincludingreflectorisingglassbeads@250 gmspersqmarea,thicknessof2.5mmisexclusiveof surfaceappliedglassbeadsasperIRC:35.Thefinished surfacetobelevel,uniformandfreefromstreaksand holes. |
| 130 | ADD LABOUR CESS @ 1% (b) |
| 131 | SEIGNIORAGE FEE (c) |
| 132 | ADD GST @ 18% on (a+b+c) |
| 133 | 1st Year Operation & Management Cost |
| 134 | 2nd Year Operation & Management Cost |
| 135 | 3rd Year Operation & Management Cost |
| 136 | 4th Year Operation & Management Cost |
| 137 | 5th Year Operation & Management Cost |
| 138 | 6th Year Operation & Management Cost |
| 139 | ADD LABOUR CESS @ 1% (b) |
| 140 | SEIGNIORAGE FEE (c) |
| 141 | ADD GST @ 18% on (a+b+c) |
