Gujarat State Rural Road Development Agency has published Tender For Construction Of Minor Bridge On Gundiya Chikhli Kamliya Zarana Vaghandevi Panchism At 6.050,Ta Valiya Dist Bharuch. Submission Date for this Tender is 09-04-2024. Bridge Work Tenders in bharuch Gujarat. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Item Description |
| 2 | Dismantling of Structures (Mechanical Means) Dismantling of existing structures like culverts, bridges, retaining walls and other structurecomprisingofmasonry,cement concrete, wood work, steel work, including T&Pandscaffoldingwherevernecessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of all m as per Technical Specification . |
| 3 | ClearingandGrubbingRoadLand (By Mechanical Means) Clearing and grubbing road land including uprootingwildvegetation,grass,bushes, shrubs, saplings and trees of girth upto any height, removal of stumps of such trees cut earlier anddisposalofunserviceable materialsandstackingofserviceable materialtobeusedorauctioned,uptoa lead of all m including removal and disposalof toporganic soilnot exceeding anyinthicknessasperTechnical Specification . |
| 4 | Markingoutthecentrelineofthe bridge & various other component structure &completeliningoutand levellingwith thetheodolites,levels including constructingnecessary masonry referencepillarsforlinesandlevelsand establishingnecessarybenchmarks etc. completeas directed includingthe cost ofallmaterials&labourchargesetc. complete. |
| 5 | Diversionofwatercourse,providing Earthen bund with approved material obtained from borrow pits witha liftupto any height m, transportingtosite,spreading,gradingto required slope and compactingto meet requirement of Tables 300.1 and300.2 withaleaduptoallmasperTechnical Specification. |
| 6 | Providingfloodgaugemarkson substructureasperdesignincluding painting complete. |
| 7 | Providing and laying filter media with granular crushed aggregates as per specificationtoathickness of not less than 600 mm with smallersize towardsthesoilandbiggersize towards the wall and providing over the entire surface behind abutment, wing wall, return walltothefullheight,compactedtofirm condition complete as per drawingand technical specification. |
| 8 | Providing weepholes in brick masonry/stonemasonry, plain/reinforced concreteabutment, wing wall, return wall with 100 mm diaACpipeextendingthroughthefull width of the structures with slope of 1(V):20(H)towardsdrawingface complete as perdrawingandtechnical specification. |
| 9 | Backfillingbehindabutment, wingwall and return wall complete as per drawings& technical specification. |
| 10 | Earthwork in excavation for structures as per drawing and technical specifications including setting out, constructionofshoringandbracing, removalof stumpsandotherdeleterious materialanddisposaluptoaleadofall m,dressingof sides and bottom and backfilling in trenches with excavated suitablematerial. Ordinary soil Depth upto 0 to 3m. below GL |
| 11 | Excavation for foundation in sand, gravel, claysoftsoilsandmurrumetc.including shoring,struttingdewateringasnecessary anddisposingoftheexcavatedstuffas directed.(B)Depth from 3.0 to 6.0 M.and lead upto all m for 10 Cum |
| 12 | Earthwork in excavation for structures as per drawing and technical specifications including setting out, constructionofshoringandbracing, removalof stumpsandotherdeleterious materialanddisposaluptoaleadofall m,dressingof sides and bottom and backfilling in trenches with excavated suitablematerial. Ordinary rock (not requiring blasting) |
| 13 | Earthwork in excavation for structures as per drawing and technical specifications including setting out, constructionofshoringandbracing, removalof stumpsandotherdeleterious materialanddisposaluptoaleadofall m,dressingof sides and bottom and backfilling in trenches with excavated suitablematerial. Ordinary rock ( requiring blasting) |
| 14 | Providingconcreteforplain concretein open foundations complete as per drawings and technical specifications. II P.C.C grade M 15 ( 1:2.5: 5) |
| 15 | Providingconcreteforreinforced concrete in open foundations complete as perdrawingsandtechnical specifications II R.C.C grade M 25 |
| 16 | Supplying,fittingandplacingTMTbar reinforcement(Fe500D)bar reinforcementinfoundation complete asperdrawingsandtechnical specifications. |
| 17 | Reinforced cement concrete in substructure completeasperdrawingsandtechnical specification. R.C.C. grade M 25 ( Ht 0 to 5 m) |
| 18 | Reinforced cement concrete in substructure completeasperdrawingsandtechnical specification. R.C.C. grade M 25 ( Ht 5 to 10m ) |
| 19 | Supplying,fittingandplacingTMTbar reinforcement(Fe500D)insubstructrue completeasperdrawingsandtechnical specification. |
| 20 | Providing and laying reinforced cement concreteinsuperstructureasper drawingand technical specifications. R.C.C M 25 |
| 21 | ProvidingandlayingTARpaperbelow solid slab |
| 22 | Providing and laying reinforced cement concreteinsuperstructureasper drawingand technical specifications. R.C.C M 40 |
| 23 | Supplying,fittingandplacingTMTbar reinforcement (Fe 500D) in superstructure complete as per drawing and technical specifications. |
| 24 | 1.Providingandlayingaburiedexpansionjoint, coveredwith12mmthick,200mmwide galvanisedweldablestructrualsteelplateasper IS:2062,placedsymmetricaltocentrelineofthe joint, resting freely over the top surface of the deck concrete, weldingof 8 mmdia, 100 mmlong galvanised nails spaced 300 mmc/c along the centrelineoftheplate,aspertechnical specifications 2.Providingandfilllingjointsealingcompoundas per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. 3.Providingandfixinginposition20mmthick premouldedjoint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specificationsweldingof8mmdia,100mmlong galvanised nails spaced 300 mmc/c along the centrelineoftheplate,aspertechnical specifications |
| 25 | ReinforcedCementConcreteM30 gradeapproachslabincluding reinforcement andformworkcompleteas per drawing and technical specifications. |
| 26 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications. |
| 27 | P.C.C.M15ordinarygrade(1:2:4) levelling course below approachslab complete as per drawing and technical specifications. |
| 28 | Drainagespoutscompleteasperdrawing and technical specifications. |
| 29 | Providing and fixing marble slab including engravingletters/numbers,painting complete.(ii) Size 60cm x 60cm x 4cm |
| 30 | PaintingonConcrete/SteelSurfaceswith Epoxy Paintingtwocoatsincludingprimecoat withepoxypaintofapprovedbrandon concrete/steel surfaces after through cleaningofsurfacetogiveanevenshade as per drawing and Technical Specification. |
| 31 | ProvidingandfixingHYSD/TMTdowel bars of minimum 32mm dia for anchoring by drilling holes in foundation stratain cludingnecessarybending,hookingof dowelbarsandgroutingtheholes completeasperdetaileddrawingandas directed. |
| 32 | Providing and fixing in position Mild steel dowelbarsinpiercapsorabutmentcaps for anchorage in fixedend asper detailed drawingsincludingcutting,bendingand welding complete. |
| 33 | Providing and fixing in position Mild steel dowel bars in pier caps or abutments caps foranchorageinfreeendasperdetailed drawing including cutting, bending and welding complete. |
| 34 | Providing and laying Extruted Biaxial PolypropyleneGeogrid 30 KNand thickness of layer 0.75m up to 3 m height and height between 3 to 6mExtruted Biaxial Polypropylene Geogrid 30 KN and thickness of layer 0.6m as directed by EngineerInchargeandasperdetailed specification |
| 35 | Providingandfixing20mmthick compressible fibre board in expansion jointcompleteasperdrawingand technical specifications |
| 36 | Providingandlayingrubblepitchingof 22.50 cm. thick with filling the sand in the interstices&C.C.1:3:6panellingat3.0 mt. C/C and 30 cms. x 30 cms. panel wall as per the detailed drawing with necessary excavationandprovidingwaterchutsof C.C.1:3:6at24.00mt.C/Cproviding pointingonrubblepitchinginCM1:3 etc. complete. |
| 37 | Reinforced cement concrete in substructure completeasperdrawingsandtechnical specification.(A)Heightfrom0.0to5.0 M.(3) RCC return (upto 10 ton) M20 |
| 38 | Excavationforroadwayinsoilby mechanicalmeansincludingcuttingand pushingtheearthtositeofembankment upto a distance of any m, including trimmingbottomandsideslopesin accordance with requirements of lines, grades and cross-sections. |
| 39 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto any m and lead upto all m as per Technical Specification . |
| 40 | Constructionofembankmentwith approvedmaterialobtainedfromborrow pitswithaliftuptoany,transportingto site,spreading,gradingtorequiredslope andcompactingtomeetrequirementof Tables 300.1 and 300.2 with a lead upto all m as per Technical Specification. |
| 41 | Constructionofgranularsub-baseby providing well gradedmaterial, mixing in amechanicalmixplantatOMC,carriage ofmixed materialtoworksiteuptolead ofallmspreadinginuniformlayerswith motor grader on prepared surface and compactingwithsmooth wheelrollerto achievethe desireddensity,completeas per Technical Specification. (A) Plant Mix Method (ii) For Grading I Material |
| 42 | Providing, laying, spreading and compacting graded stone aggregate to wet mixmacadamspecificationincluding premixing thematerial with water at OMC inmechanicalmixer(PugMill),carriage of mixedmaterial by tipper tosite, laying inuniformlayersinsub-base/basecourse on a well prepared sub-base and compactingwithsmooth wheelrollerof 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11&400.12andTechnical Specification. |
| 43 | Providingandapplyingprimercoatwith bitumen emulsion (SS-1, IS:8887 Bulk) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanicalmeansasperTechnical Specification (I) Low porosity |
| 44 | Providing and applying tack coat with Bitumenemulsion(RS-1,IS:8887Bulk) usingemulsiondistributorattherateof 0.20to0.25kgpersqmontheprepared bituminous surface cleaned with Hydraulic broom as per Technical Specification. |
| 45 | Providing and laying bituminous macadam withhotmixplantusingcrushed aggregatesof gradingasperTable500.4 premixedwithbituminousbinder, transported to site upto a lead of all m laid overapreviouslypreparedsurfacewith paverfinishertotherequiredgrade,level andalignmentandrolled toachievethe desiredcompactionasperTechnical Specification.( by weight of 3.3 % mix VG 30 ) |
| 46 | Providing, laying and rolling of close- gradedpremixsurfacingmaterialof20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A)or 13.2 mmto 0.9mm (Type-B)aggregatesusingpenetration gradebitumentorequiredline,gradeand level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with athreewheel8-10kNstaticrollerand finishingtorequiredlevelandgradesas per Technical Specification |
| 47 | Providing and Laying Seal coat sealing the voidsinbituminoussurafcelaidtothe specified level, Grade and cross fall using Type B as per Technical Specification. |
| 48 | Construction of 100 mm thickHARD SIDESHOULDERbyprovidingquarry spallmaterial, spreading in uniform layers withmotorgraderonpreparedsurface, mixing by mix in place method with rotavator atOMC,andcompactingwith smooth wheel roller toachieve the desired density, complete as per Technical Specification. |
| 49 | ReinforcedcementconcreteM15 grade 200 m stone/local stone of standard design asperIRC:8fixinginpositionincluding paintingandprinting,etcasperdrawing and Technical Specification. |
| 50 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheetingvide, fixed over aluminium sheeting, 2 mm thickwith area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos.firmlyfixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x450mmx600mm,600mmbelow ground level as per approved drawing and Technical Specification. |
| 51 | Providing and fixing of typical PMGSY informatorysignboardwithLogoasperMORD specifications and drawing. Three MS Plates of 1.6 mmthick,topandmiddleplatedulyweldedwith MSflatiron25mmx5msizeonbackonedges. The lower plate will be welded with MS angle iron frameof25mmx25mmx5mm.Theangleiron frame of the lower most plate and flat iron frame of middleplatewillbeweldedto2nos.75mmx75 mm of 12 SWG sheet tubes posts duly embedded in cementconcreteM-15gradeblocksof450mmx 450mm x 600mm, 600mm below ground level.The topmostdiamondplatewillbeweldedtomiddle plate by 47mm x 47mm of 12 SWG steel plate tube. AllM.S.willbestoveenameledonbothsides. Letteringandprintingarrows,borderetc.willbe painted with ready mixed synthetic enamel paint of superiorquality inrequiredshadeandcolour. All sectionsofframedpostsandsteeltubewillbe painted with primer and two coats of epoxy paint as per drawing. |
| 52 | Providing &fixinglogoBoardof Prandhan Mantri Gram Sadak Hojna as per standard design of National Rural road Development Agency diamond size ( 600 x 600 mm) 1.5 mm thick plate & board size (900x250mm)1.5mmthickM.S.[late and2.40meter deeplengthsingleangle 75 x 75 x6 mm size incl. fitting & painting lettering with luminous colour as per drawing incl .fixing in C.C. 1:3:6 etc. comp. |
| 53 | Providingandlayingofhotapplied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as perIRC:35.Thefinishedsurfacetobe level,uniformandfreefromstreaksand holes. |
| 54 | Providingandfixingofroadstud100x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lensereflectors,installedinconcreteor asphalticsurfaceby drillingholes30mm uptoadepthof600mmandbeddedina suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. |
| 55 | Providing and erecting a "W" metal beam crashbarriercomprisingof3mmthick corrugatedsheetmetalbeamrail,70cm aboveroad/groundlevel,fixedonISMC serieschannelverticalpost,150x75x5 mmspaced2mcentretocentre,1.8m high,1.1mbelowground/roadlevel,all steel parts and fitments to be galvanised by hotdipprocess,allfittingstoconformto IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete. |
| 56 | ConstrcutionofTemporaryDiversionwith7.50m wideformationwidth&5.50mwidepavedwith necessaysafetydeviseasperIRCSP:55Having specifiedroadCrust200mmThickGSB,200mm ThickWMM,PrimerCoat,TackCoat&20mm ThickMSSSurafcenecessarypavementmarking including both side continous on both edge marking /Center Marking with Thermoplastic paint and road studatevery18malternativeonbothedgewith necessaryporatblebarricaedswithretro-reflective paintinalternativeyellow andwhitestiprs, constructionzone signcoveringadvancewarning zone , approach trastion zone, work zone, and terminaltransitionzone,necessaryregulatry, warning and infomation sign, required red laterns or warninglightwithallsingnalshavingretro reflectivesheetofhighintensivegardeand providing necessary 900mm dia 12 row double row NP-3Pipeandmaitaningthesamethroughout constructionperiodtillcompletionofprojectand including final dismataling and disposal of the same. |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
