Construction/Upgradation Of Ndb Funded Mmgsy And Their Maintenance For Five Years
Tender Value
90.93 Lakhs
Estimated cost
Bid Submission
16 Dec 2024
0 days left
EMD
1.81 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
balia → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction/Upgradation of NDB Funded MMGSY and their Maintenance for Five years
BOQ
| Sl. No. | Item Description |
| 1 | BABURAHI YADAV TOLA WESTTONH 31, BIND TOLI |
| 2 | Setting Out PillarsProviding & Fixing of Working benchmark Pillars 2 nos. per km& 6 Nos. ofreferencepillarsrequiredfor1Km.asperdrawingsgivenand direction of E/I |
| 3 | Clearing and Grubbing Road Land (By manual means)including uprooting wild vegetation,grass, bushes,shrubs, saplingsand treesof girthupto300mm,removalsofstumpsofsuchtreescutearlier& disposal of unserviceable materials & stacking of serviceable materials tobeusedorauctioneduptoaleadof1000mincludingremovaland disposaloftoporganicsoilnotexeeding150mminthicknessasper technical specification clause 201.1 and direction of E/I |
| 4 | Construction of embankment with approved material deposited from roadwaycuttingandexcavationfromdrainandfoundationofother structuresandexcavatedwithanaverageleadof50mgradedand compactedtomeetrequirement oftables300.1and300.2asper technical specification clause 301.5(Including Royality & Labour Cess). |
| 5 | Construction of Embankment with material obtained from borrow pits withaliftupto1.5m,transportingtothesitespreading,gradingto required slope and compacting to meet requirement of Tables 300.1 and300.2 with a lead 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 ShouldersConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits withall liftsand leads,transporting tosite, spreading,gradingtorequiredslopeandcompactedtomeet requirementofTable300.2withleadupto1000m&100masper TechnicalSpecificationClause303.1. (IncludingRoyality&Labour Cess). |
| 8 | Granular Sub-base with Well Graded Material (Table 400.1)(Bymixinplacemethod)ForGradingIMaterialConstructionof granularsub-base byprovidingwellgradedmaterial,spreadingin uniform layers with tractormounted graderarrangement on prepared surface,mixingbymixinplacemethodwithrotavator atOMC,and compactingwithsmooth wheel rollertoachievethe desireddensity, complete as per Technical Specification Clause 401. |
| 9 | WBM Grading 3(By Mechanical Means)Providing, laying, spreading and compacting stone aggregates of specific sizestowaterboundmacadamspecificationincludingspreadingin uniformthickness,handpacking,rollingwithsmooth wheelroller80- 100 kN in stages toproper gradeand camber,applying and brooming, stonescreeningtofill-uptheintersticesofcoarseaggregate,watering andcompactingtotherequireddensityGrading3asperTechnical Specification Clause 405. |
| 10 | Prime Coat (Low porosity)ProvidingandapplyingprimercoatwithBitumenemulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 11 | Tack CoatProviding and applying tack coat with bitumen emulsion using emulsion pressuredistributorattherateof0.25to0.30kgpersqmonthe prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. |
| 12 | Mix Seal SurfacingProviding, laying and rollingof close-gradedpremix surfacingmaterial of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously preparedbase,includingmixinginasuitableplant,layingandrolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. |
| 13 | Granular Sub-base with Well Graded Material (Table 400.1)(Bymixinplacemethod)ForGradingIMaterialConstructionof granularsub-base byprovidingwellgradedmaterial,spreadingin uniform layers with tractormounted graderarrangement on prepared surface,mixingbymixinplacemethodwithrotavator atOMC,and compactingwithsmooth wheel rollertoachievethe desireddensity, complete as per Technical Specification Clause 401. |
| 14 | WBM Grading 3 (By Mechanical Means)Providing, laying, spreading and compacting stone aggregates of specific sizestowaterboundmacadamspecificationincludingspreadingin uniformthickness,handpacking,rollingwithsmooth wheelroller80- 100 kN in stages toproper gradeand camber,applying and brooming, stonescreeningtofill-uptheintersticesofcoarseaggregate,watering andcompactingtotherequireddensityGrading3asperTechnical Specification Clause 405. |
| 15 | Cement Concrete PavementConstruction ofun-reinforced,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding25mm,mixedinaconcretemixerofnotlessthan0.2cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compactedusingneedle,screedandplatevibratorsandfinishedin continuous operation including provision of contraction and expansion, constructionjoints,applyingdebondingstrips,primer,sealant,dowel bars, near approaches to bridge/culvert and construction joints, admixturesasapproved,curingofconcreteslabsfor14-days,using curingcompound(wherespecified)andwaterfinishingtolinesand grade as per drawingand Technical Specification Clause 1501 |
| 16 | Hard ShoulderingLayingbricksolinglayeronpreparedsub-gradewithbrickonend edging according to lines,graded andcross-section shownonthe drawing filling joints with sand and earth, spreading 25 mm thick layer ofearthoverbricksoling,wateringandrolliingthesamewiththree wheel road roller 80-100 kN as per Technical Specification Clause 412 |
| 17 | Cable Duct Across the Road Providing and laying of a reinforced cement concretepipeduct,300mmdia,acrosstheroad(newconstruction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructingheadwallsatbothends,providingaminimumfill ofgranularmaterialovertopandsidesofRCCpipeasper IRC:981997,beddedon a0.3mthicklayerof granularmaterialfreeof rockpieces,outertoouterdistanceofpipeatleasthalfdiaofpipe subjecttominimum450mmincaseofdoubleandtriplerowducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. |
| 18 | Kilometre stoneReinforced cement concrete M15 grade kilometre local stone of standarddesignasperIRC:8fixinginpositionincludingpaintingand printing , etc as per drawing and technical specification clause 1703.ii) Km stone |
| 19 | iii) 200 m stone |
| 20 | Retro-reflectorised Traffic SignsProvidingandfixingofretro-reflectorisedcautionary,mandatoryand informatory sign 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 a mild steel angle iron post 75 mm x 75 mm x6mmfirmlyfixedtothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm,600mmbelow groundlevel asperdrawingsand Technical Specification Clause 801600 mmequilateral& triangle,(Left Hand,Right Hand Curve & School Board)600 mm equilateral & triangle, |
| 21 | 900 mm side octagon, OR |
| 22 | 600 mm x 450 mm rectangular, |
| 23 | Planting of Trees and their Maintenance for one YearPlanting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year |
| 24 | RoadMarkingwithHotAppliedThermoplasticCompoundwith Reflectorising Glass Beads on Bituminous SurfaceProvidingandlayingofhotappliedthermoplasticcompound2.5mm thickincludingreflectorisingglassbeads@250gmspersqmarea, thicknessof2.5mmisexclusiveofsurfaceappliedglassbeadsasper IRC:35 .The finished surface to be level, uniform and free fromstreaks and holes. |
| 25 | RoadMarkingwithHotAppliedThermoplasticCompoundwith Reflectorising Glass Beads on Concrete SurfaceProvidingandlayingofhotappliedthermoplasticcompound2.5mm thickincludingreflectorisingglassbeads@250gmspersqmarea, thicknessof2.5mmisexclusiveofsurfaceappliedglassbeadsasper IRC:35 .The finished surface to be level, uniform and free fromstreaks and holes. Sealing primer may be applied in advance which is incidentally Included to the work. |
| 26 | (I)Providing and Fixing \"Logo\" of MMGSY ProjectProviding and fixing of typical MMGSY informatory sign board with Logo asperMORDspecificationsanddrawing.ThreeMSPlatesof1.6mm thick,top and middleplatedulywelded withMSflatiron25mmx5m sizeonbackonedges. ThelowerplatewillbeweldedwithMSangle 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 concreteM-15gradeblocksof450mmx450mmx600mm,600mm belowgroundlevel. Thetopmostdiamondplatewillbeweldedto middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior qualityin requiredshade and colour.All sections of framed postsand steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 27 | HPC 1X1000 MMEarth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 |
| 28 | Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- ProvidingPCCM15(1:2.5:5) concrete forplainconcrete inopen foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 29 | Plain/reinforced cement concrete in substructure complete as per drawingsandtechnicalspecificationClauses802,804,805,806,807,1202 ans 1204 ( M20 ) |
| 30 | Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCCM10materialinsinglerowincludingfixingcollarwithcement mortar 1:2 but excluding excavation,protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106 |
| 31 | PaintingonParapetWall(Black&WhiteStrips)Paintingtwocoats includingprimercoatafterfillingthesurfacewithsyntheticenamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 |
| 32 | Add L.C. @ 1% |
| 33 | Add Seigniorage Fee @ 10% on Material Cost only |
| 34 | Add GST @ 18% |
| 35 | 1st Year Maintenance |
| 36 | 2nd Year Maintenance |
| 37 | 3rd Year Maintenance |
| 38 | 4th Year Maintenance |
| 39 | 5th Year Maintenance |
| 40 | Add L.C. @ 1% |
| 41 | Add Seigniorage Fee @ 10% on Material Cost only |
| 42 | Add GST @ 18% |
AI Tender Summary
Tender Timeline
Dec 04, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedDec 16, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 16, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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