Tender For Construction Of Non Patchable-Missing Link In Various Roads In Ajmer District Pakage No Rj/Ml-Np/Ajm/South/03/2023-24 Agreement No 71 - Construction of Non Patchable-Missing Link in Various Roads inAjmer District Pakage No RJ/ML-NP/AJM/SOUTH/03/2023-24 Agreement No 71 of 2023-24 Risk and Cost Agency M/s Ram Swroop Jat Sl. No. Item Description 1 PARTICULAR 2 Name of Road : (1) Construction of road from Dev Vatika to Panchu Halwai via Sharngar Chawari and Jai Gurudev Wali Gali 3 Dismantlingupto1.5minfoundationand/or1.5mabovegroundlevelincluding T&P and scaffolding wherever necessary, sorting the dismantled material, disposal ofunserviceablematerial,andstackingserviceablematerialwithin aleadof 1000m. [MoRTH Specification clause 202] Concrete Cement Concrete plain 1:3:6 mix. 4 CarriageofEarth,sand,gravel,u/skankar,lime,flyash,morrum,manureor sludge. Including loading unloading with all lead and lift 5 Construction of dry lean cement concrete sub- base over a prepared sub - grade withcoarseandfineaggregateconformingtoIS:383,thesizeof coarse aggregatenotexceeding25mm,aggregatecementrationottoexceed15:1, aggregate gradation after blending to be as per Table 600 -1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixedinabatchingplantaspermixdesign,transportedtosite,laidwitha hydrostaticpaverwithelectronicsensor,compactingwith8-10tonnevibratory roller, finishing and curing complete as per MoRTHspecification clause 601. 6 Constructionofun-reinforced,doweljointed,plaincementconcretepavement M-30, over a prepared sub-base with 43 grade cement @ 400 Kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding25mm,mixedinabatchingandmixingplantasperapprovedmix design,transportedtosite,laidwithafixedformorslipformpaver,spread, compacted and finished in a continuous operation including provision of contraction,expansion,constructionandlongitudinaljoints,jointfiller,separation membrance,sealantprimer,jointsealant,debondingstrip,dowelbar,tierod, admixturesasapproved,curingcompound,finishingtolinesandgradesasper drawing complete as per MoRTH specification clause 602. 7 Providingandlayingbituminous concrete as per design mix on preparedsurface withspecifiedgradedstoneaspertable500-18forwearingcourseincluding loading of aggregate with F.E. Loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transportingthemixmaterial with tipper to paver and laying with sensor paver finisher (as per clause 507.3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150 -250KN, TP=0.7MPa,toachievethe desireddensity(approvedbythe department)excludingcostofprimer/tackcoat(MoRTHSpecification:Clause-509,112) with all lead 30-45 mm compacted thickness with 6% binder grading - 2 with all lead of mix material With straight run bitumen grade VG 30 8 Providing, laying, spreading and compacting stone aggregate of specific size as pertable 400-6& 400-7toWaterBoundMacadamspecificationincluding spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, instagestopropergradeandcamber,applyingandbroomingrequisitetypeof Crushable screening to fill-up the interstices of coarse aggregates, watering (with waterbrowser)androlling,makingnecessaryearthenbundtoprotectedegs, lighting,guarding,barricadingandmaintenanceofdiversionetc.[MoRTH specification:Clause404](bymanualmeans)withallleads(compacted thickness as specified to be measured) Grading no.3 (53-22.4 mm) crusher broken 9 ProvidingandlayingDenseBituminousMacadamonpreparedsurfacewith specified graded crushed aggregates as per table 510 and design mix for base/ bindercourseincludingloadingofmaterialwithF.Eloader,heatingofbinder (including cost of antistripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level and grade, rolling byselfpropelledpowerrollersandvibratoryrollersorpneumatictyredroller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] with 4.50 % Bitumen with all lead with bitumen grade VG 10 10 P&FMukhyaMantriSadakYojanalogoforroadsfundedbyStateroadfund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, thebaseofcircularshallbeplainatthejunctionofbaseplate.Thesizeof definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect 11 Providingandlayingofhotappliedthermoplasticcompoundinclusiveoftype-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of atleast2.5mmandspreaduniformlywithreflectorisingglassbeadstype-2in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4. 12 NameofRoad:(2)ConstructionofCCRoadfromSathPeepliBalajito Railway Line Crossing, Ajmer 13 Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202 By Mechanical Means Bituminous courses 14 Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). In hard soil mechanically using bull dozer, F.E. loader and carriage upto 1 km by tipper/dumper. 15 CarriageofEarth,sand,gravel,u/skankar,lime,flyash,morrum,manureor sludge. Including loading unloading with 5 Km lead 16 Compaction of original ground with maximum of six passes of 8-10 tonnes power rollerincludingfillingdepressionoccurringduringrolling[MoRTHSpecification: Clause 305.3.4] 17 Providingandlayinggranularsub-basematerialhavingP.I.notmorethan6, includingcompactedthicknessandconsolidationby8-10tonnepowerrollerat OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured). Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 20. To achieve 100% Proctor density 18 Construction of dry lean cement concrete sub- base over a prepared sub - grade withcoarseandfineaggregateconformingtoIS:383,thesizeof coarse aggregatenotexceeding25mm,aggregatecementrationottoexceed15:1, aggregate gradation after blending to be as per Table 600 -1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixedinabatchingplantaspermixdesign,transportedtosite,laidwitha hydrostaticpaverwithelectronicsensor,compactingwith8-10tonnevibratory roller, finishing and curing complete as per MoRTHspecification clause 601. 19 Constructionofun-reinforced,doweljointed,plaincementconcretepavement M-30, over a prepared sub-base with 43 grade cement @ 400 Kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding25mm,mixedinabatchingandmixingplantasperapprovedmix design,transportedtosite,laidwithafixedformorslipformpaver,spread, compacted and finished in a continuous operation including provision of contraction,expansion,constructionandlongitudinaljoints,jointfiller,separation membrance,sealantprimer,jointsealant,debondingstrip,dowelbar,tierod, admixturesasapproved,curingcompound,finishingtolinesandgradesasper drawing complete as per MoRTH specification clause 602. 20 P&FMukhyaMantriSadakYojanalogoforroadsfundedbyStateroadfund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, thebaseofcircularshallbeplainatthejunctionofbaseplate.Thesizeof definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect 21 Providingandlayingofhotappliedthermoplasticcompoundinclusiveoftype-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of atleast2.5mmandspreaduniformlywithreflectorisingglassbeadstype-2in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4. 22 NameofRoad:(3)ConstructionofCCRoadinAllstreetsatPanchwati Colony, Ajmer 23 Dismantlingupto1.5minfoundationand/or1.5mabovegroundlevelincluding T&P and scaffolding wherever necessary, sorting the dismantled material, disposal ofunserviceablematerial,andstackingserviceablematerialwithin aleadof 1000m. [MoRTH Specification clause 202] Cement Concrete plain 1:3:6 mix. 24 Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). In hard soil mechanically using bull dozer, F.E. loader and carriage upto 1 km by tipper/dumper. 25 CarriageofEarth,sand,gravel,u/skankar,lime,flyash,morrum,manureor sludge. Including loading unloading with 5 Km lead 26 Compaction of original ground with maximum of six passes of 8-10 tonnes power rollerincludingfillingdepressionoccurringduringrolling[MoRTHSpecification: Clause 305.3.4] 27 Providingandlayinggranularsub-basematerialhavingP.I.notmorethan6, includingcompactedthicknessandconsolidationby8-10tonnepowerrollerat OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured). Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 20. To achieve 100% Proctor density 28 Construction of dry lean cement concrete sub- base over a prepared sub - grade withcoarseandfineaggregateconformingtoIS:383,thesizeof coarse aggregatenotexceeding25mm,aggregatecementrationottoexceed15:1, aggregate gradation after blending to be as per Table 600 -1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixedinabatchingplantaspermixdesign,transportedtosite,laidwitha hydrostaticpaverwithelectronicsensor,compactingwith8-10tonnevibratory roller, finishing and curing complete as per MoRTHspecification clause 601. 29 Constructionofun-reinforced,doweljointed,plaincementconcretepavement M-30, over a prepared sub-base with 43 grade cement @ 400 Kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding25mm,mixedinabatchingandmixingplantasperapprovedmix design,transportedtosite,laidwithafixedformorslipformpaver,spread, compacted and finished in a continuous operation including provision of contraction,expansion,constructionandlongitudinaljoints,jointfiller,separation membrance,sealantprimer,jointsealant,debondingstrip,dowelbar,tierod, admixturesasapproved,curingcompound,finishingtolinesandgradesasper drawing complete as per MoRTH specification clause 602. 30 P&FMukhyaMantriSadakYojanalogoforroadsfundedbyStateroadfund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, thebaseofcircularshallbeplainatthejunctionofbaseplate.Thesizeof definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect 31 Providingandlayingofhotappliedthermoplasticcompoundinclusiveoftype-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of atleast2.5mmandspreaduniformlywithreflectorisingglassbeadstype-2in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4. 32 Name of Road : (4) Rehabilitation & Renewal from Bansiwala Rolling Mill to Shivaji Nagar 33 ProvidingandapplyingtackcoatwithbitumenVG-10onthepreparedsurface includingcleaningasperIS:8887&manufacturer’sspecifications@3.0kg/ 10sqmwithaselfpropelledortowedbitumenpressuresprayerequippedfor spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112 34 ProvidingandlayingDenseBituminousMacadamonpreparedsurfacewith specified graded crushed aggregates as per table 510 and design mix for base/ bindercourseincludingloadingofmaterialwithF.Eloader,heatingofbinder (including cost of antistripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level and grade, rolling byselfpropelledpowerrollersandvibratoryrollersorpneumatictyredroller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] with 4.50 % Bitumen with all lead with bitumen grade VG 10 35 Providingandlayingbituminous concrete as per design mix on preparedsurface withspecifiedgradedstoneaspertable500-18forwearingcourseincluding loading of aggregate with F.E. Loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transportingthemixmaterial with tipper to paver and laying with sensor paver finisher (as per clause 507.3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150 -250KN, TP=0.7MPa,toachievethe desireddensity(approvedbythe department)excludingcostofprimer/tackcoat(MoRTHSpecification:Clause-509,112) with all lead 30-45 mm compacted thickness with 6% binder grading - 2 with all lead of mix material With straight run bitumen grade VG 30 36 Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). In hard soil mechanically using bull dozer, F.E. loader and carriage upto 1 km by tipper/dumper. 37 ProvidingandlayingmechanicallymixedandvibratedCementConcretein foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size. 38 Providingandlayingstonemasonryworkincementmortar1:3withmechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 Random rubble masonry 39 Providing,laying&fixinginpositionRCCspunorhumepipesISImarkedwith proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring jointmadewithprefectlyairandwatertightincludingtestingofjointsasper MoRTH Specfication : Clause : 1000 & 2900 NP - 3300 mm dia 40 Constructionofun-reinforced,doweljointed,plaincementconcretepavement M-30, over a prepared sub-base with 43 grade cement @ 400 Kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding25mm,mixedinabatchingandmixingplantasperapprovedmix design,transportedtosite,laidwithafixedformorslipformpaver,spread, compacted and finished in a continuous operation including provision of contraction,expansion,constructionandlongitudinaljoints,jointfiller,separation membrance,sealantprimer,jointsealant,debondingstrip,dowelbar,tierod, admixturesasapproved,curingcompound,finishingtolinesandgradesasper drawing complete as per MoRTH specification clause 602. 41 P&FMukhyaMantriSadakYojanalogoforroadsfundedbyStateroadfund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, thebaseofcircularshallbeplainatthejunctionofbaseplate.Thesizeof definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect 42 Providingandlayingofhotappliedthermoplasticcompoundinclusiveoftype-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of atleast2.5mmandspreaduniformlywithreflectorisingglassbeadstype-2in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4. 43 Name of Road : (5) Rehabilitation& Renewalwork in Subash Nagar Gali No 3 to Gali No 12 upto Main Road, Ajmer 44 Scarifying, including picking up scarified material and stacking of old serviceable materialwithinaleadof100metres[MoRTHspecification:Clause501].Top bituminous surface of surface dressing or premix carpet with all lift and lead upto 1000m for reusable materials. 45 Providing, laying, spreading and compacting stone aggregate of specific size as pertable 400-6& 400-7toWaterBoundMacadamspecificationincluding spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, instagestopropergradeandcamber,applyingandbroomingrequisitetypeof Crushable screening to fill-up the interstices of coarse aggregates, watering (with waterbrowser)androlling,makingnecessaryearthenbundtoprotectedegs, lighting,guarding,barricadingandmaintenanceofdiversionetc.[MoRTH specification:Clause404](bymanualmeans)withallleads(compacted thickness as specified to be measured) Grading no.3 (53-22.4 mm) crusher broken Add extra for WBM patching work 46 Providingandapplyingprimercoatoverpreparedsurfaceorgranularbasewith bitumenemulsionasperIS:8887&manufacturer’sspecifications@8.5kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying thematerialuniformlyatspecifiedratesandtemperaturesincludingcleaningof road surface as per MoRTH specification CIause- 502,112 47 ProvidingandapplyingtackcoatwithbitumenVG-10onthepreparedsurface includingcleaningasperIS:8887&manufacturer’sspecifications@3.50kg/ 10sqmwithaselfpropelledortowedbitumenpressuresprayerequippedfor spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112 48 ProvidingandlayingDenseBituminousMacadamonpreparedsurfacewith specified graded crushed aggregates as per table 510 and design mix for base/ bindercourseincludingloadingofmaterialwithF.Eloader,heatingofbinder (including cost of antistripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level and grade, rolling byselfpropelledpowerrollersandvibratoryrollersorpneumatictyredroller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] with 4.50 % Bitumen with all lead with bitumen grade VG 10 49 Providingandlayingbituminous concrete as per design mix on preparedsurface withspecifiedgradedstoneaspertable500-18forwearingcourseincluding loading of aggregate with F.E. Loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transportingthemixmaterial with tipper to paver and laying with sensor paver finisher (as per clause 507.3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150 -250KN, TP=0.7MPa,toachievethe desireddensity(approvedbythe department)excludingcostofprimer/tackcoat(MoRTHSpecification:Clause-509,112) with all lead 30-45 mm compacted thickness with 6% binder grading - 2 with all lead of mix material With straight run bitumen grade VG 30 50 P&FMukhyaMantriSadakYojanalogoforroadsfundedbyStateroadfund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, thebaseofcircularshallbeplainatthejunctionofbaseplate.Thesizeof definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect 51 Providingandlayingofhotappliedthermoplasticcompoundinclusiveoftype-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of atleast2.5mmandspreaduniformlywithreflectorisingglassbeadstype-2in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4. 52 Name of Road : (6) Construction of Road and Drain work in W.No 20 Kapil Nagar Ajmer 53 Dismantlingupto1.5minfoundationand/or1.5mabovegroundlevelincluding T&P and scaffolding wherever necessary, sorting the dismantled material, disposal ofunserviceablematerial,andstackingserviceablematerialwithin aleadof 1000m. [MoRTH Specification clause 202] Cement Concrete plain 1:3:6 mix. 54 Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202 By Mechanical Means Bituminous courses 55 Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). In hard soil mechanically using bull dozer, F.E. loader and carriage upto 1 km by tipper/dumper. 56 CarriageofEarth,sand,gravel,u/skankar,lime,flyash,morrum,manureor sludge. Including loading unloading with 5 Km lead 57 Compaction of original ground with maximum of six passes of 8-10 tonnes power rollerincludingfillingdepressionoccurringduringrolling[MoRTHSpecification: Clause 305.3.4] 58 Providingandlayinggranularsub-basematerialhavingP.I.notmorethan6, includingcompactedthicknessandconsolidationby8-10tonnepowerrollerat OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured). Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 20. To achieve 100% Proctor density 59 Construction of dry lean cement concrete sub- base over a prepared sub - grade withcoarseandfineaggregateconformingtoIS:383,thesizeof coarse aggregatenotexceeding25mm,aggregatecementrationottoexceed15:1, aggregate gradation after blending to be as per Table 600 -1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixedinabatchingplantaspermixdesign,transportedtosite,laidwitha hydrostaticpaverwithelectronicsensor,compactingwith8-10tonnevibratory roller, finishing and curing complete as per MoRTHspecification clause 601. 60 Constructionofun-reinforced,doweljointed,plaincementconcretepavement M-30, over a prepared sub-base with 43 grade cement @ 400 Kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding25mm,mixedinabatchingandmixingplantasperapprovedmix design,transportedtosite,laidwithafixedformorslipformpaver,spread, compacted and finished in a continuous operation including provision of contraction,expansion,constructionandlongitudinaljoints,jointfiller,separation membrance,sealantprimer,jointsealant,debondingstrip,dowelbar,tierod, admixturesasapproved,curingcompound,finishingtolinesandgradesasper drawing complete as per MoRTH specification clause 602. 61 P&FMukhyaMantriSadakYojanalogoforroadsfundedbyStateroadfund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, thebaseofcircularshallbeplainatthejunctionofbaseplate.Thesizeof definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect 62 Providingandlayingofhotappliedthermoplasticcompoundinclusiveoftype-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of atleast2.5mmandspreaduniformlywithreflectorisingglassbeadstype-2in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4.
