Road Transport and Highways Government Departments Closing in 0 days TDR #29960031

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

Issued by Government Departments · NARENDRA NAGAR, Uttarakhand
Tender Value
1.93 Crore
Estimated cost
Bid Submission
25 Nov 2021
0 days left
EMD
3.88 Lakhs
Bank guarantee accepted
Document Fee
3540
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
NARENDRA NAGAR → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available

Project Description

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 Motor Road With 05 Year Maintenance Under Pbmc

BOQ

Name of Work: Construction of 30m Span steel Truss Bridge at Km. 8 (7/26-27) of Kaudiyala to Ganglasi Motor Road.
Sl. No. Item Description
1BRIDGE PORTION FOUNDATION
2Earth work in excavation of foundation of structures asper the Drawings,Specificationsenclosed withthetenderdocumentand MinistryofRoadTransport&Highways (MoRT&H)/IndianRoad Congress (IRC) Specifications for Bridge Works.
3FOR ABUTMENT
4Upto 3.0M Height
53.0 M to 6.0M Height
6Above 6.0 M Height
7Hard Rock (blasting Prohibited)
8Providingconcreteforplain/reinforcedconcretein openfoundations completeasperdrawingsandtechnicalspecificationsClause802,803, 1202 & 1203. PCC M 15
9Plain/Reinforcedcementconcreteinopenfoundationcompleteasper drawingandtechnicalspecifications.RCCGradeM30UsingConcrete Mixer
10Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
11ABUTMENT AND FILLING BEHIND
12Plain/Reinforced cement concrete in sub-structure complete as per drawingandTechnicalSpecifications.RCCGradeM30UsingConcrete Mixer
13Ht. Up to 5 m.
14Ht. 5 - 10 mtr.
15Ht. Above 10 mtr.
16Supplying,fittingandplacingHYSDbarreinforcementinsub-structure complete as per drawing and technical specifications
17Providing 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 heightcompactedtoafirmconditioncompleteasperdrawingandtechnical specification.
18ProvidingweepholesinBrickmasonry/Plain/Reinforcedconcrete abutment,wingwall/returnwallwith100mmdiaACpipe,extending throughthefullwidthofthestructurewithslopeof1V:20Htowardsdrawing foce. Complete as per drawing and Technical specifications
19Backfilling behind abutments, wing walls and return wall complete as per technical specifications
20SUPER STRUCTURE
21Supplyandfabricationofsteeltruss(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.
22ERECTION 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.
23Providingand 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
24Supply 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)
25Furnishing and Placing Reinforced/Prestressed cement concrete in super- structure as per drawing and Technical Specification For solid slab super- structureRCC M 30
26Supplying, fittingandplacingHYSDbarreinforcement in super-structure complete as per drawing and technical specifications
27Painting on Concrete/Steel Surfaces with EpoxyPaintingtwocoatsincludingprimecoatwithepoxypaintofapproved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
28Drainage Spouts complete as per drawing and Technical specification
29PCCM15Gradelevelingcoursebelowapproachslabcompleteasper drawing and Technical specification
30Reinforced cement concrete (M-30) approach slab including formwork but excludingreinforcementsteel,completeasperdrawingandTechnical specification
31Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
32Providingandlayingofstripsealexpansionjointcateringtomaximum horizontalmovementupto70mm(completeasperapproveddrawings and standard specifications )to be installed by the manufacturer/supplier ortheirauthorisedrepresentativeensuringcompliancetothe manufacturer\"s instructions for installation.
33Dewateringfromfoundationofabutmentsandwingwalls(withpump capacity 4000litperHr.)includingwages ofoperatorandfuelincluding supply of all material, labour and T&P etc. required for proper completionof the work.
34Providing & Fixing 25 mm dia 1.40 m. long rock anchoring including supply of all materials T & P etc Complete in all respect.
35PROTECTION WORK AND APPROACH ROAD
36Excavation for StructuresEarthworkinexcavationforstructuresasperdrawing 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
37Providingconcreteforplain/reinforcedconcreteinopenfoundations completeasperdrawingsandtechnicalspecificationsClause802,803, 1202 & 1203 P.C.C grade M 15
38Stone masonry in cement mortar for substructure complete as per drawing&technicalspecificationClauses702,704,1202and1204.Incement mortar (1:5)
39Hand Packed stone filling in back of wallls including cost of all materials,royality,T&Petc.completeasperdirectionofEngineer-in- charge. (As per PWD Uttarakhand specifications)
40Pointing with cement mortar 1:3
41ProvidingweepholesinBrickmasonry/Plain/Reinforcedconcrete abutment,wingwall/returnwallwith100mmdiaACpipe,extending throughthefullwidthofthestructurewithslopeof1V:20Htowards drawing foce. Complete as per drawing and Technical specifications
42Cementplummasonrywith40%plum&60%1:3:6cementconcrete includingsupplyofallmaterial,labour,T&P,Royltyetc.requiredfor proper completion of the work as per direction of Engineer in Charge.
43Providing 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.
44OTHER WORK
45Constructionofparapetasperstandarddrawingincludingsupplyofall material, labour, T&P etc. required for proper completion of the work.
46WhitewashingtwocoatsonParapetwallsandtreetrunkincluding prepration ofsurface bycleaningscarpingetc. aspertechnical specification Clause 1916of MORD Specificaion for Rular Roads 2014
47Providing &fixingTitle information boardas per standard drawing dulypainted and written as per direction of Engineer-in-charge in the starting and end of the road .
48Providing& fixingMaintenanceboard asperstandarddrawingduly painted and written as per direction of Engineer-in-charge
49Providing& fixingCitizenInformationboardasperstandarddrawing duly painted and written as per direction of Engineer-in-charge
50ProvidingandFixing\"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 primerandtwocoatsofepoxypaintasperdrawingClause1701andAnnexure 1700.1
51CarryingOutCofirmatory boringatsiteatboththefoundation location, testing Soil/rocksamples and Provide sub surface investigation report asper the IRC/BIS codal Provision
52Maintenance Activities (Emergency)
53Cement 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
542nd year
554th year
56Maintainance 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.
581St year
592nd year
603rd year
614th year
625th year

AI Tender Summary

OUR REF NO 29960031
AUTHORITY Government Departments
TENDER VALUE 1.93 Crore
LAST DATE 25-11-2021
Authority
Authority Name Pradhan Mantri Gram Sadak Yojana
Work Description 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 Motor Road With 05 Year Maintenance Under Pbmc
Basic Detail
Tender No URRDA_2194_18112021
Bidding Type Tender
Location
City NARENDRA NAGAR
State Uttarakhand
Key Dates
Publish Date 19 Nov 2021
Submission Date 25 Nov 2021
Open Date 25 Nov 2021
Finance
Tender Value 1.93 Crore
Tender Fee 3540
EMD 3.88 Lakhs
Exemption Not Available
Document List
88d3621d-3508-489f-88b2-c9a0dc1b772e.html
BOQ_184351.xls
Tendernotice_1.pdf
UT1101.pdf

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Tender Timeline

Nov 19, 2021
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 25, 2021
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Nov 25, 2021

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

88d3621d-3508-489f-88b2-c9a0dc1b772e.html

xls

BOQ_184351.xls

pdf

Tendernotice_1.pdf

pdf

UT1101.pdf

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