Rural Works Department has published Tender For Construction Of Road And Bridge Work -Ndb-Brrp2-602-Rosera. Submission Date for this Tender is 25-03-2024. Road Work Tenders in rosera Bihar. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | PWD ROAD NEAR CHORBA POKHARTOPACHUPUR |
| 2 | Setting Out Pillars Providing & Fixing of Working benchmark Pillars 2 nos. per km& 6 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I |
| 3 | Clearing and Grubbing Road Land (By manual means)including uprootingwildvegetation,grass,bushes,shrubs,saplingsandtreesof girthupto300mm,removalsofstumpsofsuchtreescutearlier& disposalofunserviceablematerials&stackingofserviceablematerials tobeusedorauctioneduptoaleadof1000mincludingremovaland disposaloftoporganicsoilnotexeeding150mminthicknessasper technical specification clause 201.1 and direction of E/I |
| 4 | Box Cutting Excavationforroadwayinsoilusingmanualmeansforcarryingofcut earth toembankmentsitewithalift upto1.5 mand lead upto 50 m as per Technical Specification Clause 302.3 |
| 5 | Construction ofembankment withapprovedmaterialdepositedfrom roadwaycuttingandexcavationfromdrainandfoundationofother structuresandexcavatedwithanaverageleadof50mgradedand compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5(Including Royality & Labour Cess). |
| 6 | ConstructionofEmbankmentwithmaterialobtainedfromborrowpits withaliftupto1.5m,transportingtothesitespreading,gradingto required slope and compacting to meet requirement of Tables 300.1 and 300.2withaleadupto1000m&100 masperTechnicalSpecification Clause 301.5 .(Including Royality & Labour Cess). For 1000 m lead @ 20 % |
| 7 | For 100 m lead @ 80% |
| 8 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtainedfromborrowpitswithallliftsandleads,transportingtosite, spreading,gradingtorequiredslopeandcompactedtomeet requirementofTable300.2withleadupto1000m&100masper Technical Specification Clause 303.1.(Including Royality & Labour Cess). |
| 9 | Granular Sub-base with Well Graded Material (Table 400.1) (Bymixinplacemethod)ForGradingIMaterialConstructionof granular sub-base by providing well graded material, spreading in uniformlayerswithtractormountedgraderarrangementonprepared surface,mixingbymixinplacemethodwithrotavator atOMC,and compactingwithsmooth wheel rollertoachievethe desireddensity, complete as per Technical Specification Clause 401. |
| 10 | WBM Grading 3 (By Mechanical Means) Providing, laying, spreading and compacting stone aggregates of specific sizes towater boundmacadam specificationincluding spreadingin uniformthickness,handpacking,rollingwithsmooth wheelroller80- 100kNinstagestopropergradeandcamber,applyingandbrooming, stonescreeningtofill-uptheintersticesofcoarseaggregate,watering andcompactingtotherequireddensityGrading3asperTechnical Specification Clause 405. |
| 11 | Cement Concrete Pavement Constructionof un-reinforced, plaincementconcretepavement, thickness as per design, over a prepared sub base, with 43 grade cement oranyothertypeasperClause1501.2.2M30(Grade),coarseand 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 formworkasperdrawing),spreading theconcretewithshovels,rakes, compactedusingneedle,screedandplate vibratorsandfinishedin continuous operation including provisionof contractionand expansion, constructionjoints,applyingdebondingstrips,primer,sealant,dowel bars,nearapproachestobridge/culvertandconstruction joints, admixtures as approved, curing of concrete slabs for 14-days,using curingcompound(wherespecified)andwaterfinishingtolinesand grade as per drawingand Technical Specification Clause 1501 |
| 12 | Hard Shouldering Layingbricksolinglayeronpreparedsub-gradewithbrickonend edging according to lines, graded and cross-section shown on the 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 |
| 13 | 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,beddedona0.3mthicklayerofgranularmaterialfreeof 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. |
| 14 | Kilometre stone Reinforced cement concrete M15 grade kilometre local stone of standard 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 Signs Providingandfixingofretro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lens type reflective sheetingvideClause1701.2.3fixedoveraluminiumsheeting,1.5mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmlyfixedtothegroundbymeansofproperlydesignedfoundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level asperdrawingsand TechnicalSpecification Clause 801 600mmequilateral&triangle,(LeftHand,RightHandCurve&School Board)600 mm equilateral & triangle, |
| 17 | 900 mm side octagon, OR |
| 18 | 600 mm x 450 mm rectangular, |
| 19 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providingandlayingofhotappliedthermoplasticcompound2.5mm thickincludingreflectorisingglassbeads@250gmspersqmarea, thicknessof2.5mmisexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfreefromstreaks and holes. Sealing primer may be applied in advance which is incidentally Included to the work. |
| 20 | (I)Providing and Fixing "Logo" of MMGSY Project Providing and fixing of typical MMGSY informatory sign board with Logo asperMORDspecificationsanddrawing.ThreeMSPlatesof1.6mm thick,topandmiddleplatedulyweldedwithMSflatiron25mmx5m sizeonbackonedges. ThelowerplatewillbeweldedwithMSangle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower mostplateandflatironframeofmiddleplatewill bewelded to2 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 qualityinrequiredshadeandcolour. Allsectionsofframedpostsand steeltubewillbepaintedwithprimerandtwocoatsof epoxypaintas per drawing Clause 1701 and Annexure 1700.1 |
| 21 | HPC 1X600 MM Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 |
| 22 | 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 |
| 23 | Plain/reinforced cement concrete in substructure complete as per drawingsandtechnicalspecificationClauses802,804,805,806,807, 1202 ans 1204 ( M20 ) |
| 24 | 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 |
| 25 | PaintingonParapetWall(Black&WhiteStrips)Paintingtwocoats includingprimercoatafterfillingthesurfacewithsyntheticenamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 |
| 26 | Add GST @ 18% |
| 27 | Add L.C. @ 1% |
| 28 | Add Seigniorage Fee @ 10% on Material Cost only |
| 29 | 1st Year Maintenance |
| 30 | 2nd Year Maintenance |
| 31 | 3rd Year Maintenance |
| 32 | 4th Year Maintenance |
| 33 | 5th Year Maintenance |
| 34 | Add GST @ 18% |
| 35 | Add L.C. @ 1% |
| 36 | Add Seigniorage Fee @ 10% on Material Cost only |
| 37 | PMGSY ROAD NEAR WATER TOWERTOSHARMA TOL |
| 38 | Setting Out Pillars Providing & Fixing of Working benchmark Pillars 2 nos. per km& 6 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I |
| 39 | Clearing and Grubbing Road Land (By manual means)including uprootingwildvegetation,grass,bushes,shrubs,saplingsandtreesof girthupto300mm,removalsofstumpsofsuchtreescutearlier& disposalofunserviceablematerials&stackingofserviceablematerials tobeusedorauctioneduptoaleadof1000mincludingremovaland disposaloftoporganicsoilnotexeeding150mminthicknessasper technical specification clause 201.1 and direction of E/I |
| 40 | Box Cutting Excavationforroadwayinsoilusingmanualmeansforcarryingofcut earth toembankmentsitewithalift upto1.5 mand lead upto 50 m as per Technical Specification Clause 302.3 |
| 41 | Construction ofembankment withapprovedmaterialdepositedfrom roadwaycuttingandexcavationfromdrainandfoundationofother structuresandexcavatedwithanaverageleadof50mgradedand compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5(Including Royality & Labour Cess). |
| 42 | ConstructionofEmbankmentwithmaterialobtainedfromborrowpits withaliftupto1.5m,transportingtothesitespreading,gradingto required slope and compacting to meet requirement of Tables 300.1 and 300.2withaleadupto1000m&100 masperTechnicalSpecification Clause 301.5 .(Including Royality & Labour Cess). For 1000 m lead @ 20 % |
| 43 | For 100 m lead @ 80% |
| 44 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtainedfromborrowpitswithallliftsandleads,transportingtosite, spreading,gradingtorequiredslopeandcompactedtomeet requirementofTable300.2withleadupto1000m&100masper Technical Specification Clause 303.1.(Including Royality & Labour Cess). |
| 45 | Granular Sub-base with Well Graded Material (Table 400.1) (Bymixinplacemethod)ForGradingIMaterialConstructionof granular sub-base by providing well graded material, spreading in uniformlayerswithtractormountedgraderarrangementonprepared surface,mixingbymixinplacemethodwithrotavator atOMC,and compactingwithsmooth wheel rollertoachievethe desireddensity, complete as per Technical Specification Clause 401. |
| 46 | WBM Grading 3 (By Mechanical Means) Providing, laying, spreading and compacting stone aggregates of specific sizes towater boundmacadam specificationincluding spreadingin uniformthickness,handpacking,rollingwithsmooth wheelroller80- 100kNinstagestopropergradeandcamber,applyingandbrooming, stonescreeningtofill-uptheintersticesofcoarseaggregate,watering andcompactingtotherequireddensityGrading3asperTechnical Specification Clause 405. |
| 47 | Cement Concrete Pavement Constructionof un-reinforced, plaincementconcretepavement, thickness as per design, over a prepared sub base, with 43 grade cement oranyothertypeasperClause1501.2.2M30(Grade),coarseand 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 formworkasperdrawing),spreading theconcretewithshovels,rakes, compactedusingneedle,screedandplate vibratorsandfinishedin continuous operation including provisionof contractionand expansion, constructionjoints,applyingdebondingstrips,primer,sealant,dowel bars,nearapproachestobridge/culvertandconstruction joints, admixtures as approved, curing of concrete slabs for 14-days,using curingcompound(wherespecified)andwaterfinishingtolinesand grade as per drawingand Technical Specification Clause 1501 |
| 48 | Hard Shouldering Layingbricksolinglayeronpreparedsub-gradewithbrickonend edging according to lines, graded and cross-section shown on the 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 |
| 49 | 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,beddedona0.3mthicklayerofgranularmaterialfreeof 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. |
| 50 | Kilometre stone Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. ii) Km stone |
| 51 | iii) 200 m stone |
| 52 | Retro-reflectorised Traffic Signs Providingandfixingofretro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lens type reflective sheetingvideClause1701.2.3fixedoveraluminiumsheeting,1.5mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmlyfixedtothegroundbymeansofproperlydesignedfoundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level asperdrawingsand TechnicalSpecification Clause 801 600mmequilateral&triangle,(LeftHand,RightHandCurve&School Board)600 mm equilateral & triangle, |
| 53 | 900 mm side octagon, OR |
| 54 | 600 mm x 450 mm rectangular, |
| 55 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providingandlayingofhotappliedthermoplasticcompound2.5mm thickincludingreflectorisingglassbeads@250gmspersqmarea, thicknessof2.5mmisexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfreefromstreaks and holes. Sealing primer may be applied in advance which is incidentally Included to the work. |
| 56 | (I)Providing and Fixing "Logo" of MMGSY Project Providing and fixing of typical MMGSY informatory sign board with Logo asperMORDspecificationsanddrawing.ThreeMSPlatesof1.6mm thick,topandmiddleplatedulyweldedwithMSflatiron25mmx5m sizeonbackonedges. ThelowerplatewillbeweldedwithMSangle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower mostplateandflatironframeofmiddleplatewill bewelded to2 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 qualityinrequiredshadeandcolour. Allsectionsofframedpostsand steeltubewillbepaintedwithprimerandtwocoatsof epoxypaintas per drawing Clause 1701 and Annexure 1700.1 |
| 57 | HPC 1X600 MM Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 |
| 58 | 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 |
| 59 | Plain/reinforced cement concrete in substructure complete as per drawingsandtechnicalspecificationClauses802,804,805,806,807, 1202 ans 1204 ( M20 ) |
| 60 | 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 |
| 61 | PaintingonParapetWall(Black&WhiteStrips)Paintingtwocoats includingprimercoatafterfillingthesurfacewithsyntheticenamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 |
| 62 | Add GST @ 18% |
| 63 | Add L.C. @ 1% |
| 64 | Add Seigniorage Fee @ 10% on Material Cost only |
| 65 | 1st Year Maintenance |
| 66 | 2nd Year Maintenance |
| 67 | 3rd Year Maintenance |
| 68 | 4th Year Maintenance |
| 69 | 5th Year Maintenance |
| 70 | Add GST @ 18% |
| 71 | Add L.C. @ 1% |
| 72 | Add Seigniorage Fee @ 10% on Material Cost only |
| 73 | NEAR DIHWAR STHANTOMABBI PUBAARI TOL |
| 74 | Setting Out Pillars Providing & Fixing of Working benchmark Pillars 2 nos. per km& 6 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I |
| 75 | Clearing and Grubbing Road Land (By manual means)including uprootingwildvegetation,grass,bushes,shrubs,saplingsandtreesof girthupto300mm,removalsofstumpsofsuchtreescutearlier& disposalofunserviceablematerials&stackingofserviceablematerials tobeusedorauctioneduptoaleadof1000mincludingremovaland disposaloftoporganicsoilnotexeeding150mminthicknessasper technical specification clause 201.1 and direction of E/I |
| 76 | Box Cutting Excavationforroadwayinsoilusingmanualmeansforcarryingofcut earth toembankmentsitewithalift upto1.5 mand lead upto 50 m as per Technical Specification Clause 302.3 |
| 77 | Construction ofembankment withapprovedmaterialdepositedfrom roadwaycuttingandexcavationfromdrainandfoundationofother structuresandexcavatedwithanaverageleadof50mgradedand compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5(Including Royality & Labour Cess). |
| 78 | ConstructionofEmbankmentwithmaterialobtainedfromborrowpits withaliftupto1.5m,transportingtothesitespreading,gradingto required slope and compacting to meet requirement of Tables 300.1 and 300.2withaleadupto1000m&100 masperTechnicalSpecification Clause 301.5 .(Including Royality & Labour Cess). For 1000 m lead @ 20 % |
| 79 | For 100 m lead @ 80% |
| 80 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtainedfromborrowpitswithallliftsandleads,transportingtosite, spreading,gradingtorequiredslopeandcompactedtomeet requirementofTable300.2withleadupto1000m&100masper Technical Specification Clause 303.1.(Including Royality & Labour Cess). |
| 81 | Granular Sub-base with Well Graded Material (Table 400.1) (Bymixinplacemethod)ForGradingIMaterialConstructionof granular sub-base by providing well graded material, spreading in uniformlayerswithtractormountedgraderarrangementonprepared surface,mixingbymixinplacemethodwithrotavator atOMC,and compactingwithsmooth wheel rollertoachievethe desireddensity, complete as per Technical Specification Clause 401. |
| 82 | WBM Grading 3 (By Mechanical Means) Providing, laying, spreading and compacting stone aggregates of specific sizes towater boundmacadam specificationincluding spreadingin uniformthickness,handpacking,rollingwithsmooth wheelroller80- 100kNinstagestopropergradeandcamber,applyingandbrooming, stonescreeningtofill-uptheintersticesofcoarseaggregate,watering andcompactingtotherequireddensityGrading3asperTechnical Specification Clause 405. |
| 83 | Cement Concrete Pavement Constructionof un-reinforced, plaincementconcretepavement, thickness as per design, over a prepared sub base, with 43 grade cement oranyothertypeasperClause1501.2.2M30(Grade),coarseand 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 formworkasperdrawing),spreading theconcretewithshovels,rakes, compactedusingneedle,screedandplate vibratorsandfinishedin continuous operation including provisionof contractionand expansion, constructionjoints,applyingdebondingstrips,primer,sealant,dowel bars,nearapproachestobridge/culvertandconstruction joints, admixtures as approved, curing of concrete slabs for 14-days,using curingcompound(wherespecified)andwaterfinishingtolinesand grade as per drawingand Technical Specification Clause 1501 |
| 84 | Hard Shouldering Layingbricksolinglayeronpreparedsub-gradewithbrickonend edging according to lines, graded and cross-section shown on the 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 |
| 85 | 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,beddedona0.3mthicklayerofgranularmaterialfreeof 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. |
| 86 | Kilometre stone Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. ii) Km stone |
| 87 | iii) 200 m stone |
| 88 | Retro-reflectorised Traffic Signs Providingandfixingofretro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lens type reflective sheetingvideClause1701.2.3fixedoveraluminiumsheeting,1.5mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmlyfixedtothegroundbymeansofproperlydesignedfoundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level asperdrawingsand TechnicalSpecification Clause 801 600mmequilateral&triangle,(LeftHand,RightHandCurve&School Board)600 mm equilateral & triangle, |
| 89 | 900 mm side octagon, OR |
| 90 | 600 mm x 450 mm rectangular, |
| 91 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providingandlayingofhotappliedthermoplasticcompound2.5mm thickincludingreflectorisingglassbeads@250gmspersqmarea, thicknessof2.5mmisexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfreefromstreaks and holes. Sealing primer may be applied in advance which is incidentally Included to the work. |
| 92 | (I)Providing and Fixing "Logo" of MMGSY Project Providing and fixing of typical MMGSY informatory sign board with Logo asperMORDspecificationsanddrawing.ThreeMSPlatesof1.6mm thick,topandmiddleplatedulyweldedwithMSflatiron25mmx5m sizeonbackonedges. ThelowerplatewillbeweldedwithMSangle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower mostplateandflatironframeofmiddleplatewill bewelded to2 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 qualityinrequiredshadeandcolour. Allsectionsofframedpostsand steeltubewillbepaintedwithprimerandtwocoatsof epoxypaintas per drawing Clause 1701 and Annexure 1700.1 |
| 93 | HPC 1X600 MM Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 |
| 94 | 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 |
| 95 | Plain/reinforced cement concrete in substructure complete as per drawingsandtechnicalspecificationClauses802,804,805,806,807, 1202 ans 1204 ( M20 ) |
| 96 | 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 |
| 97 | PaintingonParapetWall(Black&WhiteStrips)Paintingtwocoats includingprimercoatafterfillingthesurfacewithsyntheticenamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 |
| 98 | Add GST @ 18% |
| 99 | Add L.C. @ 1% |
| 100 | Add Seigniorage Fee @ 10% on Material Cost only |
| 101 | 1st Year Maintenance |
| 102 | 2nd Year Maintenance |
| 103 | 3rd Year Maintenance |
| 104 | 4th Year Maintenance |
| 105 | 5th Year Maintenance |
| 106 | Add GST @ 18% |
| 107 | Add L.C. @ 1% |
| 108 | Add Seigniorage Fee @ 10% on Material Cost only |
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