Tender For Pmgsy Road Hanuman Nagar To Jamuniya Madhya Tol
Tender Value
63.86 Lakhs
Estimated cost
Bid Submission
07 Feb 2025
0 days left
EMD
1.27 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jaynagar → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Pmgsy Road Hanuman Nagar To Jamuniya Madhya Tol
BOQ
| Sl. No. | Item Description |
| 1 | Setting Out PillarsProviding&FixingofWorkingbenchmarkPillars2nos.perkm &6Nos.of reference pillars required for 1 Km. as per drawings given and direction of E/I |
| 2 | ClearingandGrubbingRoadLand(Bymanualmeans) includinguprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removalsofstumpsofsuchtreescutearlier&disposalofunserviceable materials&stackingofserviceablematerialstobeusedorauctioneduptoa lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of |
| 3 | Dismantling Brick/Tile WorkDismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stackingtheserviceablematerialwithallliftandleadof1000masper technical specification clause 202. |
| 4 | Dismantling of StructuresDismantlingofexistingstructureslikeculverts,bridges,retainingwallsand otherstructurecomprisingofmasonry,cementconcrete,woodwork,steel work, including T&P and scaffolding wherever necessary, sorting the dismantledmaterial, disposal of unserviceablematerial andstacking the serviceablematerial withall lifts and leadof 1000m asper Technical Specification Clause 202. |
| 5 | Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , gradingto required slope andcompactingtomeetrequirementofTables300.1and300.2withalead upto 1000 m & 100 m as per Technical Specification Clause 301.5 .(Including Royality & Labour Cess).For 1000 m lead @ 20 % |
| 6 | For 100 m lead @ 80% |
| 7 | Construction of Subgrade and Earthen ShouldersConstructionof subgradeandearthenshoulders withapprovedmaterial obtainedfromborrow pits withall lifts andleads, transporting to site, spreading,gradingtorequiredslopeandcompactedtomeetrequirementof Table300.2withleadupto1000m&100masperTechnicalSpecificationClause 303.1.(Including Royality & Labour Cess). |
| 8 | Granular Sub-base with Well Graded Material (Table 400.1)( By mix in place method ) For Grading I MaterialConstruction of granular sub- basebyprovidingwellgradedmaterial,spreadinginuniformlayerswith tractormountedgraderarrangementonpreparedsurface,mixingbymixin placemethodwithrotavator atOMC,andcompactingwithsmooth wheel roller to achieve thedesired density, complete as per TechnicalSpecification |
| 9 | WBM Grading 3(By Mechanical Means)Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up theintersticesofcoarseaggregate,wateringandcompactingto therequired density Grading 3 as per Technical Specification Clause 405. |
| 10 | Prime Coat (Low porosity)Providing and applying primer coat with Bitumen emulsion (SS-1)on preparedsurfaceofgranularbaseincludingcleaningofroadsurfaceand spraying primer at the rate of 0.7- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 11 | Tack CoatProvidingandapplyingtackcoatwithbitumenemulsionusingemulsion pressuredistributorattherateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroom aspertechnical specification aclouse 503. |
| 12 | Mix Seal SurfacingProviding,layingandrollingofclose-gradedpremixsurfacingmaterialof20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B)aggregatesusingpenetrationgradebitumentorequired line,grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification |
| 13 | Supply and poviding NP2 300 mm dia hume pipe acrosscarriageway in openareas |
| 14 | Kilometre stoneReinforcedcementconcreteM15gradekilometrelocalstoneofstandard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.ii) Km stone |
| 15 | iii) 200 m stone |
| 16 | Retro-reflectorised Traffic SignsProviding and fixing of retro-reflectorised cautionary, mandatory and informatorysignasperIRC:67madeofencapsulatedlenstypereflective sheetingvideClause1701.2.3fixedoveraluminiumsheeting,1.5mmthick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed tothegroundbymeansofproperlydesignedfoundationwithM15grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801600mmequilateral&triangle,(LeftHand&RightHandCurve&NarrowBrIdge) |
| 17 | 600 mm x 450 mm rectangular, (School & Place board) |
| 18 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProvidingandlayingofhotappliedthermoplasticcompound2.5mmthick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mmisexclusiveofsurfaceappliedglassbeadsasperIRC:35.Thefinished surface to be level, uniform and free from streaks and holes. |
| 19 | (I)Providing and Fixing \"Logo\" of MMGSY ProjectProviding and fixing of typical MMGSY informatory sign board with Logo as per MORDspecificationsanddrawing.ThreeMSPlatesof1.6mmthick,topand middle plate duly welded with MS flat iron 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.Theangleironframeofthelowermostplateandflatironframeof middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheettubes postsdulyembeddedincementconcreteM-15gradeblocksof450mmx 450mmx600mm,600mmbelowgroundlevel. Thetopmostdiamondplate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides.Letteringand printingarrows, border etc. will be painted with ready mixed synthetic enamel paint of superior qualityinrequiredshadeandcolour. Allsectionsofframedpostsandsteel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 20 | HPC 1X1000 MMEarth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 |
| 21 | Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 22 | Plain/reinforcedcementconcreteinsubstructurecompleteasperdrawings and technicalspecification Clauses802, 804,805, 806,807, 1202ans 1204(M20 ) |
| 23 | Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excludingexcavation, protectionworks,backfillingconcreteandmasonary works in head walls and parapets as per clause 1106 |
| 24 | Painting on ParapetWall (Black & White Strips) Paintingtwo coatsincluding primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical SpecificationClause 1701 |
| 25 | Slab 1X2.0X1.5Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 includingsettingout, construction ofshoringand bracing, removal of stumps and other deleterious material and disposal upto a leadof50m,dressingofsidesandbottomandbackfillingintrencheswith excavated suitablematerial. |
| 26 | Sand Filling in Foundation Trenches as per drawing and technical specificationClause 1108. |
| 27 | Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &1203 |
| 28 | Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundationscomplete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 29 | Plain/reinforcedcementconcreteinsubstructurecompleteasperdrawings and technicalspecification Clauses 802, 804,805, 806, 807, 1202 ans 1204. (M15 (PCC 1:2.5:5) |
| 30 | Plain/Reinforcedcementconcrete(M-20)insubstructurecompleteasper drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans1204 |
| 31 | RCC M25in Deck Slab :--Providing and laying reinforced cement concreteinsuperstructure(DeckslabM25)asperdrawingandtechnicalspecifications Clauses 800, 1205.4, 1205.5 |
| 32 | Supplying,fittingandplacingHYSDbarreinforcementinsuper-structurecomplete as per drawing and technical specifications |
| 33 | Providingandfillingjointsealingcompoundasperdrawingsandtechnical specifications with coarse sand and 6 per centbitumen by weight |
| 34 | Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement,wingwall,returnwallwith100mmdiaACpipeextending through the full width of the structure with slope of 1V: 20H towards drawing |
| 35 | Drainagespoutscompleteas perdrawingandtechnicalspecificationsClause1209. |
| 36 | Painting on Parapet Wall Painting two coats including primer coat after filling thesurfacewithsyntheticenamelpaintinallshadesonnew,plastered/ concrete surfaces as per drawing and Technical Specification Clause 1701 |
| 37 | Add L.C. @ 1% |
| 38 | Add Seigniorage Fee @ 10 % |
| 39 | Add GST @ 18% |
| 40 | 1st Year Maintenance Cost |
| 41 | 2nd Year Maintenance Cost |
| 42 | 3rd Year Maintenance Cost |
| 43 | 4th Year Maintenance Cost |
| 44 | 5th Year Maintenance Cost |
| 45 | ADD LABOUR CESS @ 1 % |
| 46 | Add Seigniorage Fee @ 10% on Material Cost only |
| 47 | ADD GST @ 18 % |
AI Tender Summary
Tender Timeline
Jan 30, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 07, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 07, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender