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| 1 | Clearingandgrubbingroadlandincludinguprootingrankvegetation,grass,bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposalofunserviceablematerialsandstackingofserviceablematerialtobeusedor auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 2 | Excavationfor roadway in earth, soil of all sorts, sand,gravel orsoft murum including dressingsectiontotherequiredgrade,camberandsideslopesandconveyingthe excavatedmaterials with all lifts upto a lead of 50m. and spreading for embankment or stackingasdirected.ByManualMeans.(ItemusedonlywhenQuantityisbelow10Cu.m.) |
| 3 | Providingearthworkinembankmentwithapprovedmaterialsobtainedfromother sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breakingclods,dressingtotherequiredlines,curves,grades§ion,wateringand compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete( Material obtained from Other sources) |
| 4 | Constructionofgranularsub-basebyprovidingclosegradedMaterial,mixingina mechanicalmixplantatOMC,carriageofmixedMaterialtoworksite,spreadingin uniformlayerswithmotorgrader/Paveronpreparedsurfaceandcompactingwith vibratory rollertoachievethedesireddensity,completeasperclause 401-- PlantMixMethod and Grading - II Material |
| 5 | Wet Mix Macadam --Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMCin mechanical mix plant carriage of mixed Material by tipper to site, laying in uniformlayerswithpaverinsub-base/basecourseonwellpreparedsurfaceand compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. |
| 6 | Primecoat-Providingandapplyingprimercoatwithbitumenemulsiononprepared surface of granular Base including cleaning ofroad surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. |
| 7 | Providing and applying tack coat on the prepared surface heating by flames in Boiler and sprayingbitumenwithsprayeronGranularsurfacetreatedwithprimer@2.75kg/10 sqm(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 8 | DENSEBITUMINOUSMACADAM:Provingandlayingdensebituminousmacadam usingcrushedaggregatesofGrading1,premixedwithbituminousbinderofspecified grade of Bitumen @4.50 percent by weight oftotal mixand filler,transported tosite with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness.USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 9 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 10 | BITUMINOUSCONCRETE:- Providing andlaying bituminousconcrete usingcrushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finishedtotherequiredgrade,level,alignment,androllingtoachievethedesired compactionfor 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 11 | Supplying hard murum / kankar at the road side, including conveying and stacking etc. Spreading hard murum.Compacting the hard murum / kankar in layers of thickness upto 20cm with vibratory roller including necessary labour, material and artificial watering etc. completecomplete as directed by Engineer in charge.1.Spec. No.Rd.28,30,31 Page No.205.2.Spec. No.Rd.23Page No.202.3.Spec. No.Rd.38Page No.211. |
| 12 | ProvidingandcastinginsituorprecasttaperingR.C.C.M-20SemiBarriertypeKerb withoutgutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batchingand Mixing Plant |
| 13 | Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaningoil,grease,dirtandotherforeignmatterandsandpaperingasrequiredetc.complete. |
| 14 | Providingand applying two coats (exterior quality)of flat oil paint of approved colour andshadetotheplasteredsurfaceinbuildingsandworkshopsincludingscaffoldingif necessary,cleaningthesurfaceandpreparingsurfaceetc.complete.(excludingprimercoat) |
| 15 | ProvidingandfixingCautionary/WarningsignboardsinEquilateralTrianglesizeofmm madeoutofmmaluminumsheetbondedwithwhiteretroreflective sheetingof ClassC(TypeXIMicroprismaticgradesheeting)havingpressure sensitive/heatactivatedadhesiveretoreflectivespecifiedbackground,borderandback sideretoreflctivesymbols,letters,numerals,arrowasperIRC:67-2012TableNo8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith flat oil paint having alternate blackandwhitebandsof25cmwidthincludingG.I.fixturesetc;fixingtheboardsin M25gradeconcreteblockofsize60cmX60cmX75cmincludingtransportationetc; complete. ClassC ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty fromthemanufacturerandauthoriseddistributor/convertorissuedforfield performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submitted to the Engineer in charge by the contractor/supplier.900 mmmade out of4mm aluminum composite material |
| 16 | Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glassbeads@250gm/sqm.Thicknessof2.5mmisexclusiveofsurfaceappliedglass beadsasperIRC35:2015.InitialDryreflectivityRLshallbe>250mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as perdirection of Engineer-in-charge and in accordance with applicable specifications.(ReferMORTHClause803fortechnicalSpecificationand Performance for IRC 35:2015). |
| 17 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade of polycarbonateandABSmouldedbodyandreflectivepanelswithmicroprismaticlens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks togoinside, without nails andusing epoxyresinbasedadhesiveas per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 18 | Providingand fixing Cautionary/Warning bilinkersSupported with back support frame 75 mm dia GI pipe 4.87 mts (16\") long , duly painted on back including G.I. fixtures etc;mounted with Solar panel , 20 watts,12 vdc,4.4 AH LI-ION Battery - 300 mm dia ,full roubd Polycarbonate body,LEDs , Batery backup of 24 hoursfixing the pipein M25 grade concrete blockofsize45 cmX 45 cmX75 cmincludingtransportationetc;complete.warranty certificatein original should be submitted to the Engineer in charge by the contractor/supplier. |
