Tender For Road Safety Works - 2023-2024
Tender Overview
Project Description
Immediate Road Safety Measureson Highways Roads In Coimbatore ( H ) C&M Division ( Cbe - 072 ) Road A - Immediate Road Safety Measures In Km 0 / 0 - 29 / 0 Of Coimbatore Anaikatty Road ( Job Code : 01-Cridp-23-24-S-2174 ) Road B - Immediate Road Safety Measures In Km 0 / 0 - 11 / 180 Of North Coimbatore Maruthamalai Road ( Job Code : 01-Cridp-23-24-S-2175 ) Road C-Immediate Road Safety Measures In Km 10 / 4 - 29 / 8 Of Coimbatore Siruvani Road ( Job Code : 01-Cridp-23-24-S-2177 ) Road D - Immediate Road Safety Measures In Km 0 / 0 - 22 / 0 Of Coimbatore Thondamuthur Naraseepuram Road ( Job Code : 01-Cridp-23-24-S-2178 ) Road E - Immediate Road Safety Measures To Salem - Cochin - Kanyakumari Road ( Abandoned From Nh47 ) ( Shu-52 ) At Km 161 / 2 - 171 / 2 & Km 173 / 640- 176 / 500. ( Job Code : 01-Cridp-23-24-S-2179 ) Road F - Immediate Road Safety Measures To North Coimbatore - Ramanathapuram - Chettipalayam Road ( Sh162 ) At Km 3 / 430 - 18 / 910. ( Job Code : 01-Cridp-23-24-S-2180 ) Road G - Immediate Road Safety Measures To Coimbatore Siruvani Road ( Sh-271 ) At Km 0 / 0 - 10 / 4 ( Job Code : 01-Cridp-23-24-S-2181 ) Road H -Immediate Road Safety Measures To Sitra Kurumbapalayam Road ( Sh 233 ) At Km 0 / 0 - 4 / 6 ( Job Code : 01-Cridp-23-24-S-2182 ) Road I - Immediate Road Safety Measures To Avinashi - Mettupalayam Road In Km 13 / 0 - 28 / 4 ( Job Code : 01-Cridp-23-24-S-2183 ) Road J-Immediate Road Safety Measures To Karamadai - Kariyampalayam Road Km 5 / 8 - 15 / 2. ( Job Code : 01-Cridp-23-24-S-2184 ) Road K -Immediate Road Safety Measures In Ooty Kotagiri Mettupalayam Sathy Gobi Erode Roadfrom Km 47 / 8 - 82 / 0 ( Sh-15 ) ( Job Code : 01-Cridp-23-24-S-2185 ) Road L - Immediate Road Safety Measures In Avinashi Mettupalayam Road From Km 28 / 4-38 / 2 ( Sh-80 ) ( Job Code : 01-Cridp-23-24-S-2186 ) Road M -Immediate Road Safety Measures In Karamadai Kariyampalayam Road From Km 0 / 0-5 / 8 ( Sh-168 ) ( Job Code : 01-Cridp-23-24-S-2187 ) Road N - Immediate Road Safety Measures In Salem - Cochin Road At Km 141 / 6- 145 / 6 ( Job Code : 01-Cridp-23-24-S-2188 )
BOQ
| Sl. No. | Item Description |
| 1 | Providingandlaying ofhot applied Thermoplasticcompound2.5mm thick including reflectorising glass beads @ 250 gms persqmarea,thicknessof2.5mm isexclusive ofsurface applied glass beadsas perIRC:35.Thefinished surface tobelevel, uniformandfreefromstreaksand holesetccompleteasperMORT&Hspecification No.803 |
| 2 | Road A |
| 3 | Road B |
| 4 | Road C |
| 5 | Road D |
| 6 | Road E |
| 7 | Road F |
| 8 | Road G |
| 9 | Road H |
| 10 | Road I |
| 11 | Road J |
| 12 | Road K |
| 13 | Road L |
| 14 | Road M |
| 15 | Road N |
| 16 | Providingandfixingreflectiveroadstudsof‘categoryA’ Raisedpavementmarkersmadeout ofpolycarbonate/methylmethercrylate /ABSmouldedbodyconfirmingto ASTMD788and reflectivepanelswithmicroprismaticlenscapableofprovidingtotal internalreflectionofthe lightentering thelensfacewithretroreflectance andchromaticity valuesconforming to ASTMD4280.Thereflective raised pavement markers shallalsoconfirm totheMORTH circularNoRW/NH.33023/ 10/97-DO.IIIdt11.06.97. Theheight,widthandlengthshall notbelessthan15mm,90mmand100mmandwithminimumreflectivearea of13Sq.cm oneachsideandtheslopetothebaseshallbe35 +/ -5degree.Eachreflectorshall have aCIL notlessthanvaluesspecified inTable2ofsaidMORTHcircular. Thestrength of detachmentoftheintegratedcylindricalshanks,(ofdiameternotlessthan19+/ -2mmarid heightnotlessthan 30+/ - 2mm)fromthebodyistobe aminimumvalueof 500 Kgf.Fixing willbebydrillingholesontheroadfortheshankstogoinside, withoutnailsandusing epoxyresinbasedadhesiveaspermanufacturer\"s recommendation andcompleteasdirected bytheengineer. Themarkershallsupportaloadof13635Kgtestedinaccordancewith ASTMD428Oandconfirming toIRC 35-2015guidelinesandMORT&Hspecification804 etc., complete |
| 17 | Road A |
| 18 | Road B |
| 19 | Road C |
| 20 | Road D |
| 21 | Road E |
| 22 | Road F |
| 23 | Road G |
| 24 | Road H |
| 25 | Road I |
| 26 | Road J |
| 27 | Road K |
| 28 | Road L |
| 29 | Road M |
| 30 | Road N |
| 31 | ProvidinganderectingofRetro-Reflector›sedCautionary,MaridatoryandInformatorysigns{withoutdefinitionboard}madeoutofHighIntensityPrismaticGradeSheetingconfirming toType-IVstandardsofIRC-67:2012andASTMD4956—09,specificationandfixedover 2mmthickAluminiumsheetfixedoverabacksupportingframeof25mmx25mmx3mmMild Steelangleandsupportedonamildsteelanglepost75X75X6mmwithaclearheightofnot lessthan2. 10mfromthegroundleveltothebottomofthesignboardand0.6Ombelow groundlevel.ThesignpostshouldbepaintedasperIRC 67-20 12andfirmlyfixedtothe groundbymeansof properlydesignedfoundationwithM15gradecementconcrete 45cmX45cmX60cmsizeincludingcostandconveyanceofallmaterials,equipment, Machinery andlabourwith all leads and lifts, loadingchargesnecessary forsatisfactory completionofthe workasdirectedbythe engineerin Charge. HighintensityRetro-Reflectro sheet shallconsist ofminimum coefficient ofRetro-reflectionas perTable6.6 ofIRC 67- 2012.Theretro-reflectivesheetingshallbecoveredunder7 3 earwarrantyissuedforfield performanceandacertifiedcopyofthreeyearsoutdoorexposurereportshallbeobtainedas per IRC67:2012.(as per MORT&HSpecificationNo.801) |
| 32 | 90 cm equilateral triangle |
| 33 | Road A |
| 34 | Road B |
| 35 | Road C |
| 36 | Road D |
| 37 | Road E |
| 38 | Road F |
| 39 | Road H |
| 40 | Road I |
| 41 | Road J |
| 42 | Road K |
| 43 | Road L |
| 44 | Road M |
| 45 | Road N |
| 46 | 90 cm hgh Octagon |
| 47 | Road E |
| 48 | Road F |
| 49 | Road H |
| 50 | Road J |
| 51 | 60 cm Circular |
| 52 | Road A |
| 53 | Road B |
| 54 | Road C |
| 55 | Road D |
| 56 | Road K |
| 57 | Road L |
| 58 | Road M |
| 59 | Road N |
| 60 | 60 x 45 Cm Rectangular |
| 61 | Road A |
| 62 | Road B |
| 63 | Road C |
| 64 | Road D |
| 65 | Road I |
| 66 | Road N |
| 67 | 80 cm x 60 cm rectangular |
| 68 | Road K |
| 69 | Road M |
| 70 | Providingand erectingof Retro-ReflectorisedCautionary,MandatoryandInformatorysigns{withdefinitionboard)madeoutofHighIntensityPrismaticGradeSheetingconfirmingto Type-IVstandardsof IRC-67:2012 and ASTM D4956 —09, specificationand fixed over 2mm thickAluminiumsheetfixedoverabacksupportingframeof 25mmx25mmx3mmMildSteel angleandsupportedonamildsteelanglepost75X75X6mmwithaclearheightofnotless than2. lOmfromthegroundleveltothebottomofthesignboardand0.60mbelowground level.ThesignpostshouldbepaintedasperIRC67-2012andfirmlyfixedtothegroundby meansofproperlydesignedfoundationwithM15gradecementconcrète45cmX45cmX60cm sizeincludingcostandconveyanceofallmaterials,equipment,Machineryandlabourwith allleads andlifts, loading charges necessary for satisfactory completion of thework as directedbytheengineerincharge.HighintensityRetro-Reflectrosheetshallconsistof minimumcoefficientof Retro-reflection asper Table6.6 of IRC67-2012.The retro- reflective sheetingshallbecoveredunder7yearwarrantyissuedforfieldperformanceanda certified copyofthreeyearsoutdoorexposurereportshallbeobtainedasper IRC67:2012 (as per MORT&HSpecificationNo.801) |
| 71 | Road E |
| 72 | Road F |
| 73 | Road H |
| 74 | ProvidingariderectingSinglesidedDoubleGuardMetalBeamCrashBarrierSystem1.7Om high,comprisingof3mmthickwall\"W\"beamspostsandspacerchannelsshallbemadeby coldrollformingusingHRconformtoIS 5986Fe410/ 360anddipgalvanizedhavingZinc Massof550gms / sqm, minimum95Omm aboveroad/ groundlevelfixedonISMC series channelverticalpostl50x75x5mmspaced2m centerto center312mmx83mmflangewidth x 3mmthick,4318mmlongpostdirectlyembeddedinthe concrete(M15) pitsize 350x350x800rnmfora depthof750mm below ground. Allfixing boltsandnutshotdip galvanizedconformingto IS: 1367clause4.60all completeasper TechnicalSpecificationarid asdirectedbythe Engineer-in-charge |
| 75 | Road A |
| 76 | Road K |
| 77 | Supplying ofSolarRaised Pavement Markersmade ofpolycarbonate molded body, solarpowered, LEDself- illuminationinactivemode,360degreeilluminationandreflectivepanelswithmicroprismaticlenscapableo providingtotalinternalreflectionofthelightenteringthelensfacein passivemode.Theproductshallsupporta loadof13635kgtestedinaccordancetoMORTHandASTMD4280TypeH.Theproductshouldberesistantto wateringressaccordingto IP 65 standards with IS12063: 1987Category2 andshouldwithstandtemperaturesin therangeof-7Cto 70C. Flashingrateandcoloroflightingistobeprovidedasper requirement.Thereshould beminimumcurrentlossesoflessthan20micro-amperesinsleep-chargingmodetoenhanceproductlifeand singlechargeshouldprovidefor a minimumautonomyof 50 hours. Theheight,widthand lengthshall notbe less than10 mm x100mmx100mm.Fixingwill be bydrillingholeson theroad fortheshankstogo inside,without nailsandusingepoxyresinbasedadhesiveas permanufacturer\"s recommendationandcompleteasdirectedby theengineer.WarrantyCertificateandtestreportsconfirmingtocompressivestrengthasperMORTHcircular shall be obtainedfromthe manufacturerand submittedto the engineer-in-charge. TwoYearsWarrantyCertificate forSolarRPMfortheQuantityinstalledandacertifiedcopyoftestreportsfromanindependenttestlaboratory conforming towateringressshallbeobtainedfromtheManufacturerbythecontractorandsubmittedtothe engineer-in-charge. |
| 78 | Road A |
| 79 | Road E |
| 80 | Road F |
| 81 | Road G |
| 82 | Road H |
| 83 | ProvidinganderectingofDirectionand PlaceIdentification Retro-reflectorised Sign madeout of High IntensityPrismaticGradeSheetingconfirmingto Type-IVstandardsof IRC-67:2012 andASTMD4956—09, specificationandfixedover2mmthickAluminiumsheetfixedovera backsupportingframeof 25mmx25mmx3mmMildSteel angleandsupportedon amildsteel anglepost75X75X6mmwithaclearheightofnotlessthan2.10mfromthegroundlevelto thebottomofthesignboardand0.6Ombelowgroundlevel.Thesignpostshouldbe painted asper IRC67-2012andfirmlyfixedtothegroundbymeansofproperlydesignedfoundation withM15gradecementconcrete45cmX45cmX60cmsizeincludingcostandconveyanceof all materials, equipment, Machinery and labour with all leadsand lifts, loading charges necessaryforsatisfactorycompletionofthe workasdirectedbytheengineerin charge. High intensityRetroReflectrosheetshallconsistofminimumcoefficientofRetro-reflection asper Table 6.6 of IRC 67-20 12. The retro- reflective sheeting shall be covered under 7 year warrantyissuedforfieldperformanceand acertifiedcopyofthreeyearsoutdoorexposure reportshall be obtainedasper IRC67:2012.(as per MORT&HSpecificationNo.801) |
| 84 | More than 0.90 Sqm |
| 85 | Road E |
| 86 | Road F |
| 87 | Road H |
| 88 | Road I |
| 89 | Road K |
| 90 | Road L |
| 91 | Road M |
| 92 | Upto 0.90 Sqm |
| 93 | Road J |
| 94 | Supplyingandinstallationofdelineators (roadwayindicators, hazardmarkersandobject markers),80- 1O0cmhighabovegroundlevel,paintedatalternativelyblackandwhitein15 cm widestrips,fittedwith80x 100mmrectangular or75mmdia circularreflectorised panels atthetop,buriedor pressedintothegroundand conformingto IRC-79etc., complete (as per MORT&HspecificationNo.806) |
| 95 | Road J |
| 96 | ProvidingandErectingofRetro-ReflectorisedHazardMarkerTrafficSignmadeoutofHigh IntensityPrismaticGradeSheetingconfirmingtoType-IVstandardsofIRC-67:2012and ASTMD4956—09, specificationandfixedover2mmthickAluminiumsheet fixedovera back supporting frame of25mmx25mmx3mmMildSteel angle andsupportedon amildsteel anglepost75X75X6mmand0.60mbelowgroundlevel.Thesignpostshouldbepaintedas perIRC67-2012andfirmlyfixedtothegroundbymeansofproperlydesignedfoundation withMISgradecementconcrete45cmX45cmX60cmsizeincludingcostandconveyanceof allmaterials,equipment, Machineryand labourwithallleadsand lifts,loadingcharges necessary for satisfactorycompletionof thework asdirectedby theengineer in charge. High intensityRetro-ReflectrosheetshallconsistofminimumcoefficientofRetro-reflectionas perTable6.6ofIRC67-2012.Theretro-reflectivesheetingshallbecoveredunder7year warrantyissuedforfieldperformanceandacertifiedcopyofthreeyearsoutdoorexposure report shall be obtained asperIRC 67:2012. (as per MORT&HSpecificationNo.801) |
| 97 | Road A |
| 98 | Road F |
| 99 | Road H |
| 100 | Road J |
| 101 | Road K |
| 102 | Road L |
| 103 | Road N |
| 104 | ProvidingfixingofMedianmarkerdoublesidedmadeofpolycarbonateforimpactresistance andgoodweatherability.Polycarbonateusedformoldingthemedianmarkershallhavea minimumIzodimpactstrengthvalueof600 J/matroomtemperature.The impactstrength ofthe polycarbonateshouldnotdecreasetolessthan70%ofits initialvalueonbeing subjectedtoUVweatheringasperASTMG155for1000hoursorexposureto2yearsof naturalweathering.Thebodyofthe medianmarkershallbeintheformofan isosceles trapezoidalstructureoflength15cmheightandwidthof10x10cm.Themedianmarker shall have fluorescent yellowretro- reflectivesheetingconfirmingto Tpe XIspecifications as perASTMD4 956.Areaofreflectivesheetingshouldnotbelessthan70 cm2.Edgeofretro reflectiveshall be concealedusing a grillJ mesh/ similarmechanismto prevent vandalismand sheeting pilferage. The logo of themanufacturer shall be embossed andpainted in contrasting colour onboth side of medianmarker for distinct identification. |
| 105 | Road E |
| 106 | Road F |
| 107 | Road H |
| 108 | Providingand erectingofDirectionand PlaceIdentificationRetro-reflectorisedSignsmadeout o1 CubeCornerMicroPrismaticGradeSheetingconfirmingtoType-XIstandardsofIRC-67:2012and ASTM D4956—09,specification and fixed overhmm thickAluminium sheetfixedovera back supportingframeof25mmx25mmx3mm MildSteelangleandsupportedonamildsteelanglepost 75X75X6mmwithaclearheightofnotlessthan2.10mfromthegroundleveltothebottomofthe signboardarid0.60mbelowgroundlevel.ThesignpostshouldbepaintedasperIRC67-2012and firmly fixedtothegroundby meansofproperly designedfoundationwithM15grade cementconcrete 45cmX45cmX60cmsizeincludingcostandconveyanceofallmaterials,equipment,Machineryand labourwithallleadsandlifts,loadingchargesnecessaryforsatisfactorycompletionofthe workas directedbytheengineerincharge. MicroPrismaticgradeRetro Reflectrosheetshallconsisto1 minimumcoefficientofRetro-reflection asper Table 6.9of IRC 67-2012. Theretro -reflectivesheeting shallbecoveredunder10yearwarrantyissuedforfieldperformanceandacertifiedcopyofthree years outdoorexposurereportshallbe obtainedasper IRC 67:2012.(asperMORT&HSpecification No.801) (For location of black spot, curve, sharp bend, junction, ghat roadsand criticalzone applications) More than 0.90 Sqm |
| 109 | Road N |
| 110 | Providingandfixing of Retro-ReflectorisedcautionaryStarSign made outof High IntensityPrismatic GradereflectiveSheetingstickedoverCR sheet0. 20mm/G 32 thicknesswithblackenamelpaint firmlyfixedonthetrees with11/2” Gx14wire nails of size100 mm x100 mm |
| 111 | Road F |
| 112 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 113 | Basic cost of value put to tender as per estimate |
| 114 | Add GST at 18% |
| 115 | Total Value put to Tender |
| 116 | Differnce Amount (Excess/less) |
| 117 | Quoted Amount (Basic Rate Only) |
| 118 | Add GST at 18% of Quoted Amount |
| 119 | Total Value of Quoted Amount including 18% of GST |
| 120 | Basic cost of value put to tender as per Estimate |
| 121 | Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST ) |
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