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| 1 | Earth work open excavating and depositing on bank with in the initial lead of 10 m and a lift of 2minhardstiffclay,stiffblockcotton,hard red earth, shales, murram, gravel, stoney earth andearthmixedwithsmallsizeboulders.SS20B MORTH 24 & 25. |
| 2 | Providing,laying,spreadingandcompacting graded stone aggregates to Wet Mix Macadam forrequiredthickspecificationincluding premixing the materials with water at OMC in mechanicalmixplantcarriageofmixed materialbytippertositelayinginuniform layers with pavers in Sub Base / Base course on wellpreparedsurfaceandcompactingwith vibratory roller to achieve the desired density, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc complete. as per Clause 406 of MORTH Rev-5. |
| 3 | Providing and laying Priming coat 7Kg / 10m² over WMM surface using of SSI Emulsion Bitumen for 10 m² and cost Emulsion Bitumen whichwillbesuppliedandprocuredbythe contractor himself at his own cast as per specialconditionappendedincludinglabour charges for preparing the surface for laying the tack coat and for applying the required quantityofbituminousbymechanicalsprayer includinghireandfuelforalltoolsandplants employed etc complete. MORTH Specifications 111,112,501,503 & 900. |
| 4 | Providing and laying Tack coat 2.50 Kg / 10 m² overWetMixMacadamsurfaceusingofRS1 Emulsion Bitumen for 10 m² and cost of EmulsionBitumenwhichwillbesuppliedand procured by the contractor himself at his own costasperspecialconditionappended including labour charges for preparing the surface for laying the tack coat and for applying therequiredquantityofbituminousby mechanicalsprayerincludinghireandfuelfor alltoolsandplantsemployedetccomplete. MORTH Specifications 111,112,501,503 & 900. |
| 5 | Providing and laying 50 mm consolidated thick DenseBituminousMacadamusing0.24m³of 26.50-13.20mm,0..25m³of13.20-2.36mmand0.23m³of2.36mm&belowandwith53.20 Kgs of VG30 / VG40 bitumen for premixing per 10 m² including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with paver to the specified gradesandcrosssectionsandcompactedby Vibratory/PneumaticRollertotherequired densityetc,includinglabourforattendingto paver at site etc, including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, Paver Finisher / 9 m paver finisher,Vibratory/Pneumaticrollersandall othertoolsandplantrequired,includingfuel andallotherincidentalchargesetccomplete. using CMP Clause 505 MORTH Rev-5. |
| 6 | Providing and laying Bituminous Concrete 30 - 40 mm thick using 0.13 m³ of 19.00-9.50 mm,0.17m³of 9.50-2.36 mmand 0.26m³ of 2.36 and below with 46.28 Kgs of VG 30 / VG 40 bulk bitumen and 4.02 kg of shredded plastic waste (8%ofbitumenweight)forpremixingper10 m² including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing theminrequiredtemperatureincentralhot mixplant20-30toncapacity,conveyingthe mixbytippertruckstopaversite,spreading themixtouniformthicknessof40mmwith mechanicalpavertothespecifiedgradesand cross sections and consolidated by 8-10 tonne Vibratory/PneumaticRollertotherequired densityetc,includinglabourforattendingto pavertositeetc,includinghirechargesand fuelchargesfor20-30tonCMPwithbitumen boiler, tipper trucks, Paver Finisher / 6 m paver finisher,Vibratory/Pneumaticrollerandall othertoolsandplantrequired,includingfuel andallotherincidentalchargesetccomplete. using CMP Clause 507 of MORTH Rev-5. |
| 7 | Roadmarkingwithhotappliedthermoplastic compoundwithreflectorisingglassbeadson bituminoussurfaceprovingandlayingofhot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 Gms/m²areathicknessof2.5mmexclusiveof surface applied glass beads as per IRC: 35. The finishedsurfacetobeleveluniformandfree from streaks and holes. as per MORT&H specification No.803. |
