|
| 1 | Excavation for Roadway (By Mechanical Means) |
| 2 | Preparation of sub grade and compaction of earth work |
| 3 | Construction of granular sub-base by providing material by mix in place method |
| 4 | Wet Mix Macadam Providing,laying,spreadingandcompacting graded stone aggregate to wet mix macadam specificationincludingpremixingtheMaterialwith wateratOMCinmechanicalmixplant, layingin uniform layerswithpaverinsub-base/base courseonwellpreparedsurfaceandcompacting with vibratory roller to achieve the desireddensity complete as per technical clause 406 of MORT&H specifications |
| 5 | Prime Coat@ 0.85kg per sqm Providingandapplyingprimercoatwithbitumen emulsion SS on prepared surface of granular base including cleaning of road surface and sprayingprimerattherateof0.85kg/sqm complete as per technical clause 502 of MORT&H specifications |
| 6 | Tack Coat @ 0.25kg per sqm Providing and applying tack coat withbitumen emulsionRSusingemulsionpressuredistributor attherateof0.25kgpersqmontheprepared bituminoussurface/granularsurfacetreatedwith prime coat after cleaningthe surfacecompleteas pertechnicalclause503ofMORT&H specifications |
| 7 | Dense Graded Bituminous Macadam 50mm to 75mm thickness (Grading II) Providing and laying dense graded bituminous macadam50mmto75mmthickwithContinuous typehotmixplantusingcrushedaggregatesof specifiedgrading,premixedwithbituminous binder VG-30 @ 4.5%, laying with a Paver FinisherMechanicaltotherequiredgrade,level andalignment,rollingwithsmoothwheeled, vibratory and tandemrollersto achievethe desired compaction complete as per technical clause 505 of MORT&H specifications |
| 8 | Bituminous Concrete 30mm to 45mm thickness (Grading II) 24.23(b)Providing and laying bituminous concrete 30mm to 45mm thick with Continous Typehot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @5.40 % carriage of mixed material to site of work, laying witha paver finisher mechinical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507of MORT&H specifications |
| 9 | Providing and laying Hot Applied Thermo- plastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level uniform and free from steaks and holes complete in all respects as per MORT&H specification 803. |
| 10 | Road Markers/Road Stud with Lense Reflector. Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 |
| 11 | Solar RPM/ Stud Providing and installation of solar cateye producedfromanengineeredpolymerselected for superior impact resistanceand weather-ability. The top of the solar stud should be transparent for solarchargingandlightoutputinactivemode. Thebaseofthebodyshallbeyelloworneutral whiteasapprovedbyEngineer In-charge.The marker shall incorporate a solar panel (comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy, LEDsforilluminationandadesignforproviding360degreesmoothillumination.TheSolarstud shallberoundinshapeforprovidingillumination inalldirections.Thesolarstudshallalsohave highreflectivelensesforconspicuityinpassive modeanddualshanksforimprovedroad presence.Thesolarstudsareintendedfor applicationdirectlyontopavementsurfacesand shall be applied with epoxy resin adhesives designedforusewithraisedpavementmarkers and as supplied by the marker manufacturer separately. The solar cateye shall be of height: 65±2mm&MaximumDiameter:136±4mm.The body of the solarcateye shallbe resistantto dust andwateringressasperIP65standards.The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. |
| 12 | Cautionary sign board 900x900x900mm triangular as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm thick aluminium sheet with 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground in foundation concrete 1:2:4 of size 0.45x0.45x0.75m for vertical post complete as per technical clause 801 of MORT&H specifications. |
| 13 | Hazard Marker Sign Board 300x900mm Rectangular. Hazard Marker sign board 300x900mm rectangular as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm thick aluminium sheet with 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm firmly fixed to ground including foundation concrete 1:2:4 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 801 of MORT&H specifications. CSR |
| 14 | Road Delineator/Vertical Guide Post Delineator ProvidingandfixingofStandardMetalDelineator asperIRC79:2019consistingofretroreflective areainwhitecolorusingfullcubecornermicro prismaticnon-metallicretroreflectivesheetingon each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineatorshallbepaintedwithonlyblackcolor powder coat of minimum 40 microns thickness, on top of which retro reflectivesheetingonly in white colourshallbe pastedon bothsides.The structureshallhaveheightnotlessthan800mm abovetheground,widthnotlessthan100mm and shall extend not more than 300mm below the groundwhile beinginstalled. The delineatorshall have grooves across the length to make the reflectivesheetsvandal-proof.Thedelineatoris meantforapplicationongapsinmedian,traffic islands,dangerousbends,roundabouts, narrow bridges etc. or as desired by site engineer. |
| 15 | Advance Direction sign board 1200x900mm rectangular as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm thick aluminium sheet with 25x25x3mm angle iron frame supported on two mild steel angle iron posts 65x65x6mm firmly fixed to ground in foundation concrete 1:2:4 of size 0.60x0.60x0.75m for vertical post complete as per technical clause 801 of MORT&H specifications. CSR |
| 16 | Place Identification sign board 900x600mm rectangular as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm thick aluminium sheet with 25x25x3mm angle iron frame supported on two mild steel angle iron post 65x65x6mm firmly fixed to ground in foundation concrete 1:2:4 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 801 of MORT&H specifications. |
| 17 | \"W\" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly to ground with foundation concrete 1:2:4 of size 0.45x0.45x1.10m for vertical post complete as per approved drawings and technical clause 810 of MORT&H specifications |
| 18 | Dismantling of Flexible Pavements (By Mechanical Means)Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantledmaterials up to a lead of 1000 meters, stackingserviceableandunserviceablematerials separatelyaspertechnicalclause202of MORT&H specifications |
| 19 | Providing and laying factory made rubber mouldedsmoothfinishcementconcreteKerbM-20grade 250mmhighwithbottomwidth165mmandtop width115mmmadeoverstrongvibratorytable and fixing with cement mortar 1:2 as per MORT&H specifications |
| 20 | Cement concrete 1:4:8 With stone aggregate 40mm gaugemixing by manual means |
| 21 | Providingandlaying50mmthickfactorymadecement concrete interlocking paver block of M-30 grademachine made rubber moulded smooth finishwith strongvibratory processorwith vibro- hydrauliccompactionmachineandofapproved size and design / shape laid in Ordinary Grey and patternoverandincluding40mm thick compactedbedofcoarsesand,fillingthejoints with finesandetc,all completeasper directions ofEngineer-in-Charge forNontrafficAreasand streets having width less than 3.05 mt |
| 22 | Painting two coats Includedpriming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shadeincluding prepration of surface on Exterior Surface complete in all respect CSR 16.18 & 16.31 |
| 23 | Videography |
| 24 | Add 1% Culture Cess on Above Item no 1 to22 |
