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| 1 | Clearingandgrubbingroadlandincluding uprooting wild vegetation, grass, bushes, shrubs,saplingsandtreesofgirthupto300 mm,removalofstumpsofsuchtreescut earlieranddisposalofunserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thicknessasperMoRDSpecificationClause 201.ByMechanicalMeansInareaofnon- thorny jungle |
| 2 | Dismantlingofexistingstructureslike culverts,bridges,retainingwallsandother structure comprising of masonry, cement concrete,woodwork,steelwork,including T&P and scaffolding wherever necessary, sortingthedismantledmaterial,disposalof unserviceablematerialandstackingthe serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. |
| 3 | (B) Cement Concrete |
| 4 | Dismantlingofflexiblepavementsand disposalofdismantledmaterialsuptoalead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 |
| 5 | Excavationforroadworkinsoilwith hydraulicexcavatorof 0.9cum bucket capacity including cutting and loading in tippers,trimmingbottomandsideslopes,in accordance with requirements of lines, grades andcross-sections,andtransportingtothe embankmentlocationwithaliftupto1.5m and lead upto 1000 m as per MoRD Specification Clause 302.3 |
| 6 | Constructionofsubgrade and earthen shoulderswithapproved materialobtained fromborrowpitswithallliftsandleads, transporting to site, spreading, grading to requiredslopeandcompactedtomeet requirementofTable300.2withleadupto 1000masperMoRDSpecificationClause303.1. |
| 7 | Construction of granular sub-base by providingwellgradedmaterial,spreadingin uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator atOMC, and compacting with smooth wheel roller to achieve the desired density,completeasperTechnical Specification Clause 401.II. For Grading II Material |
| 8 | Providing,laying,spreadingandcompacting graded stone aggregate towet mix macadam specificationincludingpremixingthe materialwithwateratOMCinmechanical mixer (Pug Mill), carriage ofmixedmaterial by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub- baseandcompactingwithsmooth wheel rollerof80to100kNweighttoachievethe desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and TechnicalSpecification Clause 406. |
| 9 | Providing and applying primer coat with bitumen emulsion (SS- 1) on prepared surface ofgranularbaseincludingcleaningofroad surfaceandsprayingprimerattherateof 0.70-1.0kg/sqmusingmechanicalmeansas perMoRDSpecificationClause502.Low porosity |
| 10 | Providingandapplyingtackcoatwith Bitumen emulsion (RS-1) using emulsion distributorattherateof0.25to0.30kgper sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503. |
| 11 | Providing,laying androllingof open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to requiredline,gradeandleveltoserveas wearing course on a previously prepared base,includingmixinginasuitableplant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level andgrades tobefollowedby sealcoat of either Type A or Type B or Type C as per Technical Specification Clause 508. |
| 12 | Providingandlayingsealcoatsealingthe voidsinabituminoussurfacelaidtothe specifiedlevels,gradeandcrossfallusing Type A, Type B and Type C as per Technical Specification Clause 510. |
| 13 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of verticalrailingpostnottoexceed1in500, centre-to-centrespacingbetweenvertical posts not to exceed 2000mm as per drawing and technical specifications Clauses 800, 900and 1208.3 |
| 14 | ProvidingandlayingofHotapplied Thermoplasticcompound2.5mmthick includingReflectorisingGlassBeads@250 gmspersqmarea,thicknessof2.5mmis exclusiveofsurfaceappliedglassbeadsas perIRC:35&finishedsurfacetobelevel, uniform and free from streaks and holes. (As per Government letter No.SOR 102003/94/S- 1/ Dated.20-7-2004) |
| 15 | HazardMarkerSign:-Providingandfixing singboardsmadeoutof2mmaluminium sheet; size 90 x 30cms. rectangle as as per the design/drawingattached(IRC)pretreated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised withretrorefiectivesheetingasperlatestM.O.S.T. Specifications; 3.1m long stand postandframefabricatedfromsuitablesize ironangleof35x35x3mm&50x50x 5mm painted with best quality epoxy coatings The fixing at site shall be in 1:2:4 CC block of size 45x45x 60cms. for No. leg. including excavationcuringetc.completeunderthe supervision of engineer in charge.(B)High Intensity Grade |
| 16 | SupplyingofCat’sEyemadeofaluminium alloy size 75x100x22 mm having 21 biconvex lensesembeddedincirculardiskofABS plastic on each side. |
| 17 | \"CatEye:SupplyingRaisedPavement Markers made ofpolycarbonate and ABS moulded body and reflective panels with Microprismaticlens(NoGlassbeadlens) capableofprovidingtotalinternalreflection ofthelightenteringthelensfaceandshall support a load of 13635 kgs. tested in accordancetoASTM0,4280TypeHand complying to Specifications of Category A of MORTHTheheight,widthandlengthshall not exceed 20 mm, 130 mm and 130 mm and with minimum reflect are of 13 Sqcm on No. side and the slope to the base shall be 35+/• 5 degree. The body of the marker should having fingergripforeasyandaccurateplacement and application with epoxy 1 bituminous Adhesiveasrecommendedbythe manufacturer of the marker. The color of the marker should be as per the IRC 35-2015 and as directed by Engineer-ln-charge\". |
| 18 | Providing and fixing of retro-reflectorised cautionary,mandatoryandinformatorysign 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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below groundlevelasperdrawingsandTechnical Specification Clause 1701For Speed Limit |
| 19 | Village/Bridge name Sign :-Providing and fixingsignboardsmadeoutof2mm aluminium sheet / 4mm ACP (Aluminum compositePanel);size90x60cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer andtwocoatsofbestqualityepoxypaint; reflectorised withHighIntensityPrismatic GraderetrorefiectivesheetingofType-4as perASTMD-4956andlatest M.O.S.T.Specifications; 3.3mtr long stand postofIronAngle75x75x6mm/65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35x 3mm;paintedwith bestquality epoxy coatings in black and white bends. the details ofsymbolorinscription/numeralsforeach board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45x 45 x 60 Cms. for each leg including excavation, curing etc.complete underthe supervisionof engineer in charge. A warranty for 7 years for theRetroreflectivesheetingfromoriginal manufacturer&acertifiedcopyof3year outdoor exposure test report from third party test lab for the product offered shall be submittedby contractor. (B) Class-BType-4 Retro Reflective sheeting |
| 20 | Cautionary Warning Sign :-Providing and fixingsignboardsmadeoutof2mm aluminium sheet / 4mm ACP (Aluminum compositePanel);size90x90x90cms. equilateraltriangleasperdesignofIRC-67- 2012. Pre treated with phospheting process & acidetching;coatedwithonecoatofepoxy primerandtwocoatsofbestqualityepoxy paint ; reflectorised with High Intensity PrismaticGraderetrorefiectivesheetingof Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand postofIronAngle75x75x6mm/65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35x 3mm;paintedwith bestquality epoxy coatings in black and white bends. The details ofsymbolforeachboardshallbeasperthe instructionofengineerincharge.Thefixing at site shall be in 1:2:4 CC blockof size 45 x45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervisionofeng0neerincharge.A warrantyfor7yearsfortheRetroreflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offeredshall be submittedby contractor. (B) Class-B Type-4 Retro Reflective sheeting |
| 21 | Construction of temporary diversion with7.50 m wide formationwidth& 5.50m wide paved with necessary traffic safety devices as per IRC SP:55 with specified road crust of for diversion work as 200mm thick GSB, 200mm thick WMM, prime coat , Tack coat & 20mm thickMSSincludingsurfacenecessary pavementmarkingsincludingbothside continuousedgemarkingwiththermoplastic paint and road studs at every 18m intervals on both edges with necessary portable barricades with retro reflective paint in alternative yellowandwhitestrips,constructionzone signscoveringadvancewarningzone, approach transition zone, work zone and terminal transition zone, necessary regulatory, warning and information signs , required red lanternsorwarninglightswithallsignages having retro reflective sheet of high intensive gradeandprovidingnecessary 900mmdia8 rows double rowNP3 Pipes and maintaining the same through out construction periodtill completionofprojectandincludingfinal dismantling and disposal of the same. |
| 22 | Earthwork in excavation for structures as per drawingandtechnicalspecificationsClause305.1includingsettingout,constructionof shoringandbracing,removalofstumpsand other deleterious material and disposal upto a leadof50m,dressingofsidesandbottom andbackfillingintrencheswithexcavated suitablematerial. |
| 23 | Ordinary Soil From 0 to 3m depth |
| 24 | Ordinary Soil From 3m to 6m depth |
| 25 | Ordinaryrock(notrequiringblasting)upto 3.0m Depth |
| 26 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawingsandtechnicalspecificationsClause 802, 803, 1202 & 1203.II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) |
| 27 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawingsandtechnicalspecificationsClause 802, 803, 1202 & 1203 - (PILECAP M 35) |
| 28 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawingsandtechnicalspecificationsClause 802, 803, 1202 & 1203.V. R.C.C. grade M 30 |
| 29 | Plain/reinforced cement concrete in substructurecompleteasperdrawingsand technical specification Clauses 802, 804, 805,806, 807, 1202 ans 1204V.V. R.C.C. grade M 30 |
| 30 | Providingandlayingreinforcedcement concrete in superstructure as per drawing and technicalspecificationsClauses800,1205.4and 1205.5III. R.C.C. Grade M 30 |
| 31 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawingsandtechnicalspecificationsClause 802,803,1202&1203-(BASESLABU-WALL M 30) |
| 32 | Plain/reinforced cement concrete in substructurecompleteasperdrawingsand technical specification Clauses 802, 804, 805,806, 807, 1202 ans 1204. (Wall Stem M 30) |
| 33 | From 0.0M to 5.0M |
| 34 | From 5.0M TO 10.0M |
| 35 | Piercap, Abutment Cap & Dirtwall |
| 36 | Plain/reinforced cement concrete in substructurecompleteasperdrawingsand technical specification Clauses 802, 804, 805,806, 807, 1202 ans 1204.M 40 Pedestal and Arrester |
| 37 | Providingandlayingreinforcedcement concrete in superstructure as per drawing and technicalspecificationsClauses800,1205.4 and 1205.5 M-35 for R.C.C. work in T-Beam and Deck slab type of superstructure. |
| 38 | Supplying, fitting and placing TMT bar reinforcementinfoundationcompleteasper drawings and technical specifications Clauses 1000 and 1202 |
| 39 | Supplying, fitting and placing TMT bar reinforcement(Fe415)insubstructrue complete as per drawings and technical specificationClauses1002,1005,1010&1202 |
| 40 | Supplying, fitting, and placing TMT bar reinforcementinsuperstructurecompleteas per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 41 | ProvidingandplacinginpositionFE 500/500D bar reinforcement for following items including cutting bendinghooking and tyingcompleteasperdetaileddrawing.For well :- curb, staining, cap and RCC Raft. (up to 10 ton) |
| 42 | ProvidingandlayinginpositionFE 500/500DTMTbarreinforcementincluding cutting, bending, hooking and tying complete as per detailed drawings for the following.(A) Piers (B) Abutments (C) R.C.C. Returns (upto 10 ton) |
| 43 | For Retaining Wall Stem |
| 44 | Providing and fixing in position Fe 500/500D TMTforR.C.C.boredpilesasperdetailed drawing,includingcutting,bendinghooking tyingandweldingcompleteandincluding forming the cage and lowering it in position. |
| 45 | For Pier Pile |
| 46 | For Abutment Pile |
| 47 | ProvidingandplacinginpositionFE 500/500D bar reinforcement for following items including cutting bendinghooking and tyingcompleteasperdetaileddrawing.Forwell :- curb, staining, cap and RCC Raft. (up to 10 ton) |
| 48 | For Pilecap Pier |
| 49 | Pilecap Abutment |
| 50 | ProvidingandlayinginpositionFE 500/500DTMTbarreinforcementincluding cutting, bending, hooking and tying complete as per detailed drawings for the following.(A) Piers (B) Abutments (C) R.C.C. Returns (upto 10 ton) |
| 51 | Pier |
| 52 | Abutment |
| 53 | Return Wall |
| 54 | Providingandlayinginposition FE 500/500DTMTbarreinforcementincluding cutting, bending, hooking and tying complete asperdetailedforthefollowing.(A)Abutmentcap&Dirtwall.(B)PierCap. (upto 10 ton) |
| 55 | For Pier cap |
| 56 | For Abut cap & dirtwall |
| 57 | For Pedestal |
| 58 | For Seismic Arrester |
| 59 | ProvidingandplacinginpositionFE 500/500D TMT Bar reinforcement including, cutting, bending hooking andtying complete asperdetaileddrawings.(III)Main Girders.(IV) Diaphragm or cross girder. |
| 60 | Supplying,fittingandfixinginpositiontrue tolineandlevelelastomericbearing conformingtoIRC:83(Part-II)SectionIX complete, including all accessories as per drawingsandtechnicalspecificationClause 1207.1 |
| 61 | Providingandlayingreinforcedcement concrete in superstructure as per drawing and technicalspecificationsClauses800,1205.4 and1205.5M-40forR.C.C.workinCrash Barrier. |
| 62 | ProvidingandplacinginpositionFE 500/500D TMT Bar reinforcement including, cutting, bending hooking andtying complete asperdetaileddrawings.(CRASH BARRIER) |
| 63 | Providingweepholesinbrickmasonry/stone masonry, plain/reinforced concrete abutment, wingwall,returnwallwith 100mm diaAC pipeextendingthroughthefullwidthofthe structureswithslopeof1(V):20(H)towards drawingfacecompleteasperdrawingand technical specification Clauses 614, 709,1204.3.7 |
| 64 | Backfillingbehindabutment,wingwalland return wall complete as per drawings & technical specification Clause 1204.3.8I. Granular material |
| 65 | Providingandlayingfiltermediawith granularcrushedaggregatesasper specificationtoathicknessofnotlessthan 600mmwithsmaller sizetowardsthesoil andbiggersizetowardsthewalland providing over the entire surface behind abutment,wingwall,returnwalltothefull height, compacted to firm condition complete asperdrawingandtechnicalspecificationClause 1204.3.8 |
| 66 | Providing bituminous wearing coat comprising of 50 mm thick bituminous macadamoverlaidby20mmthickpremix carpet with 5 mm thick seal coat Type BII.Rateof20mmpremixcarpetwearing course as per item No.5.9 of Chapter 5 |
| 67 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of verticalrailingpostnottoexceed1in500, centre-to-centrespacingbetweenvertical posts not to exceed 2000mm as per drawing and technical specifications Clauses 800, 900and 1208.3 |
| 68 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 69 | Reinforced Cement Concrete M 30 grade approachslabincludingreinforcementand formwork complete as per drawing and technical specifications Clauses 800 and 1211 |
| 70 | Filler JointII.Providing andfixing20mm thick compressiblefibreboardinexpansionjoint completeas perdrawingandtechnical specifications |
| 71 | Providingandlayingboulderapronforbed protectionwithstonebouldersofminimum size and weight asper Table 1300.1, no fragment weighinglessthan25kglaiddry completeas perdrawingandtechnical specifications Clause 1301 |
| 72 | Providingandlayingpitchingonslopeslaid over prepared filter media as per drawing and technical specifications Clause 1302II.Cementconcreteblocksofsizeasper Table 1300.2 cast in cement concrete of grade M 15 |
| 73 | Providingandlayingpitchingonslopeslaid over prepared filter media as per drawing and technical specifications Clause 1302 |
| 74 | Providingandlayingcurtainwallscomplete asperdrawingandtechnicalspecification Clause 1304 |
| 75 | Constructionofflexibleapron0.75mthick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall |
| 76 | Constructionoftoewallsforprotectionof slopesasperdrawingandtechnical specificationsClause1302.5III.Cement concrete grade M 15 in case of concrete block pitching |
| 77 | Dismantling of StructuresDismantlingofexistingstructureslike culverts,bridges,retainingwallsandother structure comprising of masonry, cement concrete,woodwork,steelwork,including T&P and scaffolding wherever necessary, sortingthedismantledmaterial,disposalof unserviceablematerialandstackingthe serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. |
| 78 | Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawingand TechnicalSpecificationsand removal of excavatedearthwith all liftsand lead upto 1000 m. Pile Diameter: - 1200mm |
| 79 | For 1200 mm dia. |
| 80 | Providingandinstalling6mmMSlinerfor bored-cast-in-situ concrete piles including applyingprotectivecoatingasperdrawing and specification and as directed by Engineer. |
| 81 | Chipping and dressing of the RCC piles upto cut off level including cleaning of reinforcement and removal of dismantled materials etc. for providing pile caps asdirectedbyEngineerandasper specifications. |
| 82 | For 1200 mm dia. |
| 83 | Carryingoutloadtestonanypileasper standardprocedure laiddownin the IS:2911 specificationincludingconstructionoftest cap, dismantling the cap after test and cleaningthesiteandmaintainingcomplete records of load settlement as directed by Engineerandasperspecification,and submission of records. |
| 84 | InitialPileLoadTestonpilesfor2.5times the design load specified in drawings in non working areas in the vicinity of the bridge site by static method. (With Anchor Pile & Surface Preparation)ForWorkingLoadof280T=2.5x230= 575T |
| 85 | Routine Dynamic Pile Load Test on working piles for 1.5 times the design load specified in drawingsForWorkingLoad of280T=1.5x230= 345T |
| 86 | ConductingPilelowstrainintegritytestas per ASTMD 5882-96 code of American Society for Testing on cast -in situ RCC pile of1200mmdiameterinclusiveofanalysis withallcontractor\"sequipment,manpower, sitepreparation,leadandliftsetc.complete as per standard procedure, and as directed by theEngineer-in-charge.Note:-Rateis inclusive All equipment, All labour and consumablerequired&Mobilizationof equipment |
| 87 | Providing and fixing RCC M 30 architectural pylons at end of approach structures including allmaterials,labour,reinforcementlaying, ramming, curing etc. complete as per detailed working drawing. |
| 88 | Concrete |
| 89 | TMT Reinf. |
| 90 | Providingandfixingmarbleslabincluding engraving and painting complete.(i) Size 75cm x 60cm x 4cm. |
| 91 | Providing and fixing 100 mm dia. G.I. Drainage spouts, as per MOST Drg. No. SD/303including gratingwith suitable clean outfixturesincludingallleadsandliftsetc. complete as per specification, design & drawings and as directed by Engineer. |
| 92 | StripSealExpansionJoint(Providingand laying of a strip seal expansion joint catering tomaximumhorizontalmovementupto70 mm, complete as per approved drawings and standardspecificationstobeinstalledby the manufacturer/supplierortheirauthorised representative ensuring compliance to the manufacturer\"s instructions for installation). |
| 93 | Providingandlaying25mmthickmastic asphaltwearingcoursewithpavinggrade bitumenmeetingtherequirementsgivenin table 500-29, prepared by using mastic cookerandlaidtorequiredlevelandslope after cleaning the surface, including providing antiskidsurfacewith bitumenprecoated finegrainedhardstonechippingof13.2mm nominalsizeattherateof0.005cumper10 sqm and at an approximate spacing of 10 cm centertocenterinbothdirections,pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm overmasticsurface,allcompleteasper clause 515. |
| 94 | Providing andlaying 40 mm thick of compactedBituminousconcreteusingBT aggregateasperMORTHgradation,specification and Bituminous asphalt Grade VG 30mixing @54.00Kg /MTof total Wt. of mix i.e. (5.40% of total weight mix) includingheatingandmixingaggregate& asphaltbycontinuousdrummixplantand spreading the same by paver finisher including rolling & consolidation with tonne vibratory roller & providing all materials equipment\"stools&plants,firewood,oil kerosene,labourchargesetc.completeusing contractor\"sowndrummixplant&paver finisheretc. Complete. |
| 95 | Providing,Designing,Supplyingand InstallationofExtrudedBi-Axial Polypropylene30kNGeogridincludingall Labours & Etc. Complete as directed by Engineer-In-Charge |
| 96 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawingandTechnicalSpecificationClause 1701 |
| 97 | Paintingtwocoatsafterfillingthesurface withsyntheticenamelpaintinallshadeson newplasteredconcretesurfaces.(Blackand yellow strips) |
