Pradhan Mantri Gram Sadak Yojana-PMGSY has published Construction Of 30 M. Span Steel Truss Bridge At Km 8 ( 7 / 26-27 ) Of Kaudiyala To Ganglasi Motor Road With 05 Year Maintenance Under Pbmc Ut01 Construction Of 30 M. Span Steel Truss Bridge At Km 8 ( 7 / 26-27 ) Of Kaudiyala To Ganglasi M. Submission Date for this Tender is 25-11-2021. Bridge Work Tenders in NARENDRA NAGAR Uttarakhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | BRIDGE PORTION FOUNDATION |
| 2 | Earth work in excavation of foundation of structures asper the Drawings,Specificationsenclosed withthetenderdocumentand MinistryofRoadTransport&Highways (MoRT&H)/IndianRoad Congress (IRC) Specifications for Bridge Works. |
| 3 | FOR ABUTMENT |
| 4 | Upto 3.0M Height |
| 5 | 3.0 M to 6.0M Height |
| 6 | Above 6.0 M Height |
| 7 | Hard Rock (blasting Prohibited) |
| 8 | Providingconcreteforplain/reinforcedconcretein openfoundations completeasperdrawingsandtechnicalspecificationsClause802,803, 1202 & 1203. PCC M 15 |
| 9 | Plain/Reinforcedcementconcreteinopenfoundationcompleteasper drawingandtechnicalspecifications.RCCGradeM30UsingConcrete Mixer |
| 10 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. |
| 11 | ABUTMENT AND FILLING BEHIND |
| 12 | Plain/Reinforced cement concrete in sub-structure complete as per drawingandTechnicalSpecifications.RCCGradeM30UsingConcrete Mixer |
| 13 | Ht. Up to 5 m. |
| 14 | Ht. 5 - 10 mtr. |
| 15 | Ht. Above 10 mtr. |
| 16 | Supplying,fittingandplacingHYSDbarreinforcementinsub-structure complete as per drawing and technical specifications |
| 17 | Providing and laying of Filter media with granular materials/stone crushed aggregatessatisfyingtherequirementslaiddowninclause2504.2.2.of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full heightcompactedtoafirmconditioncompleteasperdrawingand technical specification. |
| 18 | ProvidingweepholesinBrickmasonry/Plain/Reinforcedconcrete abutment,wingwall/returnwallwith100mmdiaACpipe,extending throughthefullwidthofthestructurewithslopeof1V:20Htowards drawing foce. Complete as per drawing and Technical specifications |
| 19 | Backfilling behind abutments, wing walls and return wall complete as per technical specifications |
| 20 | SUPER STRUCTURE |
| 21 | Supplyandfabricationofsteeltruss(Structure)bridgeasperdetailed drawing.SupplyofallstructuralsteelconfirmingtoI.S.226-1969 required for proper completion of bridge including ground erection of the bridge and including one coat of approved quality anty corrosive red oxide paintconfirmingI.S.5660asperspecificationanddrawongincludingall T&Petc. nuts & bolts, washers, railing of MS flat and also including supply andfixingofshoprivetsreferedasperdrawing.Theratesshallinclude grounderrectioninthrworkshopanditsdismantleafterinspection, approval and removing of deffects, match marking of all parts numberings and proper stacking in the premises of workshop before cartage to site of work. The work shall be execuited in accordance with I.S. 1915 - 1961 and itslatestrevisionshallbeapplicable.Therateshallincludingcostofall materials,itswastageandcutting,bendingifrequired,welding,making holes,shoprivetting,labour,T&Petc.andalsoincludingproperstacking afterdismantlingofgrounderection. Allrequired equipments should be arranged by the contractor as his own cost, which shall be taken back by thecontractoraftersatisfactoryexecutionofthejob.Alsoincluding supplymaterials.T&Petc.requiredforpropercopletionoftheworkas per direction of Engineer -In - Charge. |
| 22 | ERECTION OF TRUSS: Erecting and placing/fixing in position Grade "B" structural steel (rolled sections and built-up sections using steel plates & rolled section conforming to IS: 2062 with yield strength of 250MPa i.e.Fe250)insteeltruss (includingtop&bottomchord, vertical/diagonalmembers,stiffeners,gusset/coverplates),plan bracings, cross girders/diaphragms etc. supporting RCC deck slab as per the Drawings, Specifications enclosed with thetender document, MinistryofRoadTransport&Highways (MoRT&H)/IndianRoad Congress (IRC)SpecificationsforBridgeWorksandIRC:24 Specifications.Itemtoincludealltypesofstaging,scaffolding, necessary templates, temporary structures, necessary tools, plants, machinery and all related operations as required to complete the work with all leads, lifts/heights, true to level & position complete in all respect and also including cost for doing load test on bridge span as per IRC (SP 51-1999)code provision, inclusive of mobilization of manpower, equipment/ founding arrangements etc, testing charges, sand back filling, loading, shifting, de-mobilising, hiring of loading trucks, hosting arrangements complete in all respect. |
| 23 | Providingand fixing in position true to line and level elastomeric bearing conformingtoIRC:83(Part-II)sectionIXandclause2005ofMoRTH specifications(completeincludingallaccessoriesasperdrawingand Technical Specifications. For 30 M span - Elastomeric Bearing of size 500 x 360 x 99 mm |
| 24 | Supply and Fixing of 20 mm dia P.F. make 8.8 grade HSFG High Strength Friction Grip Bolt to IS 3757:1985 latest to grade 8.8S with High Strength FrictionGripnuttoIS6623:2004latesttograde10SandhighStrength Friction 2 No. washer including cost of all material, Labour, Fixing at site, alltaxes,T&PetcrequiredfoePropercompletionofthework.(20X 100mm) |
| 25 | Furnishing and Placing Reinforced/Prestressed cement concrete in super- structure as per drawing and Technical Specification For solid slab super- structureRCC M 30 |
| 26 | Supplying, fittingandplacingHYSDbarreinforcement in super-structure complete as per drawing and technical specifications |
| 27 | Painting on Concrete/Steel Surfaces with Epoxy Paintingtwocoatsincludingprimecoatwithepoxypaintofapproved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 |
| 28 | Drainage Spouts complete as per drawing and Technical specification |
| 29 | PCCM15Gradelevelingcoursebelowapproachslabcompleteasper drawing and Technical specification |
| 30 | Reinforced cement concrete (M-30) approach slab including formwork but excludingreinforcementsteel,completeasperdrawingandTechnical specification |
| 31 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 32 | Providingandlayingofstripsealexpansionjointcateringtomaximum horizontalmovementupto70mm(completeasperapproveddrawings and standard specifications )to be installed by the manufacturer/supplier ortheirauthorisedrepresentativeensuringcompliancetothe manufacturer"s instructions for installation. |
| 33 | Dewateringfromfoundationofabutmentsandwingwalls(withpump capacity 4000litperHr.)includingwages ofoperatorandfuelincluding supply of all material, labour and T&P etc. required for proper completion of the work. |
| 34 | Providing & Fixing 25 mm dia 1.40 m. long rock anchoring including supply of all materials T & P etc Complete in all respect. |
| 35 | PROTECTION WORK AND APPROACH ROAD |
| 36 | Excavation for Structures Earthworkinexcavationforstructuresasperdrawing andtechnical specifications Clause 305.1includingsettingout,constructionofshoring and bracing, removalof stumpsand other deleterious material and disposal upto a lead of 50 m, dressing of ides and bottom and backfilling in trenches with excavated suitable material |
| 37 | Providingconcreteforplain/reinforcedconcreteinopenfoundations completeasperdrawingsandtechnicalspecificationsClause802,803, 1202 & 1203 P.C.C grade M 15 |
| 38 | Stone masonry in cement mortar for substructure complete as per drawing&technicalspecificationClauses702,704,1202and1204.In cement mortar (1:5) |
| 39 | Hand Packed stone filling in back of wallls including cost of all materials,royality,T&Petc.completeasperdirectionofEngineer-in- charge. (As per PWD Uttarakhand specifications) |
| 40 | Pointing with cement mortar 1:3 |
| 41 | ProvidingweepholesinBrickmasonry/Plain/Reinforcedconcrete abutment,wingwall/returnwallwith100mmdiaACpipe,extending throughthefullwidthofthestructurewithslopeof1V:20Htowards drawing foce. Complete as per drawing and Technical specifications |
| 42 | Cementplummasonrywith40%plum&60%1:3:6cementconcrete includingsupplyofallmaterial,labour,T&P,Royltyetc.requiredfor proper completion of the work as per direction of Engineer in Charge. |
| 43 | Providing and laying of boulder apron laid in wire crates for weir etc with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10% extra for laps and joints laid with stonebouldersweightingnotlessthan25Kgeachasperdrawingand technical specification Clause 1301. |
| 44 | OTHER WORK |
| 45 | Constructionofparapetasperstandarddrawingincludingsupplyofall material, labour, T&P etc. required for proper completion of the work. |
| 46 | WhitewashingtwocoatsonParapetwallsandtreetrunkincluding prepration ofsurface bycleaningscarpingetc. aspertechnical specification Clause 1916of MORD Specificaion for Rular Roads 2014 |
| 47 | Providing &fixingTitle information boardas per standard drawing duly painted and written as per direction of Engineer-in-charge in the starting and end of the road . |
| 48 | Providing& fixingMaintenanceboard asperstandarddrawingduly painted and written as per direction of Engineer-in-charge |
| 49 | Providing& fixingCitizenInformationboardasperstandarddrawing duly painted and written as per direction of Engineer-in-charge |
| 50 | ProvidingandFixing"Logo"ofPMGSYProjectProvidingandfixingof typicalPMGSYinformatorysignboard withLogoasperMORD specificationsanddrawing.ThreeMSPlatesof1.6mmthick,topand middle platedulywelded withMSflatiron25mmx 5msize onback on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the 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 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamondplatewillbeweldedtomiddleplateby47mmx47mmof12 SWGsteelplatetube.AllM.S.willbestoveenameledonbothsides. Letteringandprintingarrows,borderetc.willbepaintedwithready mixedsyntheticenamelpaintofsuperiorqualityinrequiredshadeand colour.Allsectionsofframedpostsandsteeltubewillbepaintedwith primerandtwocoatsofepoxypaintasperdrawingClause1701and Annexure 1700.1 |
| 51 | CarryingOutCofirmatory boringatsiteatboththefoundation location, testing Soil/rocksamples and Provide sub surface investigation report as per the IRC/BIS codal Provision |
| 52 | Maintenance Activities (Emergency) |
| 53 | Cement plum Masonry with 40% plum&60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction |
| 54 | 2nd year |
| 55 | 4th year |
| 56 | Maintainance Activities: PBMC |
| 57 | (1) White washing of parapet walls of CD work and tree truncks including preparation of surface by cleaning scrapping etc. as per MORD Specification for Rural Roads 2014 (2) Greasing of Bearings including supply of all materials,labour,T&P royality etc required for proper comlpetion of the work as per direction of Engineer in charge. |
| 58 | 1St year |
| 59 | 2nd year |
| 60 | 3rd year |
| 61 | 4th year |
| 62 | 5th year |
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