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| 1 | Dismantling of flexible pavement sand disposal of dismantled material uptoalead of 1000 metres, scaking serviceab leand unserviceable materials separately as per MoRTH specification claue : 202 By Mechanical Means Bituminous courses |
| 2 | Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202 Cement Concrete plain 1:3:6 mix |
| 3 | Construction of Embankment with Material Obtained from Borrow Pits. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 _____do___________ with lead 500mtr to 1000 mtr |
| 4 | Providing and laying granular sub-base having P.I. not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at 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 95% proctor density |
| 5 | Providing,laying,spreadingandcompactingcrushedgradedstoneaggregateofaspert able400-10and400-11to Wet Mix Macadam specification including premixing the material with water to OMCin mechnical mixer as per approved design mix,carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/F.E.Loader/paver finisher in sub base/base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc .(MoRTHspecification : Clause 406) by mechanical means with all lead |
| 6 | Providing and applying primer coat over prepared surface of prabular base with bitumen emulsion as per IS : 8887 & manufacturer,s specification @ 7.0 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification Clause - 502,112 |
| 7 | Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer's specifications @ 2.75 kg/ 10 sqm with a self propelled or towed bitumen pressure sprayyer equipped forspraying the material uniformly at specified rates and temperatures as per MoRTH specification CL. 503,112 |
| 8 | ProvidingandlayingDenseBituminousMacadamonpreparedsurface with specified graded crushed aggregates as per table 510anddesignmixforbase/bindercourseincludingloadingofmaterialwithF.Eloader,heating of binder (including cost of antistripping compound where verrequired) aggregate and filler in hot mixplant40-60TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level andgrade,rollingbyselfpropelledpowerrollersandvibratoryrollersorpneumatictyredroller150-250KN.TP=0.7MPatoachievethedesireddensity(approvedbythedepartment)butexcludingcostofprimer/tackcoat.[MoRTHSpecification:Clause507,112] with 4.50 %Bitumen with all leadWith bitumen grade VG-30 |
| 9 | Providingandlayingbituminousconcreteasperdesignmixonpreparedsurfacewithspecifiedgradedstoneaspertable500-18forwearingcourseincludingloadingofaggregatewithF.E.Loaderandhotmixingofbinder(includingcostofantistrippingcompound,whereverrequired)and3%cementfillerwithaggregatesinhotmixplant40-60TPHTransportingthemixmaterialwithtippertopaverandlayingwithsensorpaverfinisher(asperclause507.3.5)totherequiredlevel,gradesandrollingwithvibratorycompactorandpneumatictyredroller150-250KN,TP=0.7MPa,toachievethedesireddensity(approvedbythedepartment)excludingcostofprimer/tackcoat(MoRTHSpecification : Clause -509,112) with all lead 30-45 mm compacted thickness with 6% binder grading - 2 with all lead of mixmaterial a) With straight run bitumen grade VG 30 |
| 10 | .00Providing and laying of hot applied thermo plastic compound inclusive of type-1reflectorising glass beads as per table 800.3, 800.4 applied in uniform thicknessof atleast 2.5 mm and spread uniformly with reflectorising glass beads type-2 inaddition @ 250 gm/sqm with a road marking machine as per IRC : 35 completewith traffic diversion arrangement as per MoRTH Specification clause 803.4. |
| 11 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30, over a prepared sub-base with 43 grade cement @ 400 Kg per cum, coarseand fine aggregate conforming to IS: 383, maximum size of coarse aggregate notexceeding 25 mm, mixed in a batching and mixing plant as per approved mixdesign, transported to site, laid with a fixed form or slip form paver, spread,compacted and finished in a continuous operation including provision ofcontraction, expansion, construction and longitudinal joints, joint filler,separation membrance, sealant primer, joint sealant, debonding strip, dowel bar,tie rod, admixtures as approved, curing compound, finishing to lines and gradesas per drawing complete as per MoRTH specification clause 602. |
| 12 | Providing and laying in position cement concrete including curing, compactionetc. complete in specified grade excluding the cost of centering and shuttering -All work up to plinth level. M10 grade Nominal Mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). Please Enable Macros to View BoQ information |
