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| 1 | Sprinkling of water around Helipad as direction given by engineer-in-charge |
| 2 | Providing & covering by GOBAR LAP on Helipad as direction given by engineer-in-charge |
| 3 | Barricading with Sal ballies as per design including tying with vertical post by coconutstrings including digging out holes in all types of soil complete in all respect with two horizontal members height 1.2 m upto 1.5m above ground level and vertical supports upto 2.5 centre and upto 3 days period including removal and cleaning the site complete in all respect & including dressing of sides and providing retro reflective tapes for traffic safety as per direction of Engineer-in charge in all types of soil. |
| 4 | Repairtopotholesandremovalofloosematerial,trimmingofsides,cleaningofsurfacebyprovidingtackcoat,20mmthickpre-mixcarpetand seal coat type B as per MoRTH specification Clause 3004.2 |
| 5 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201 By Mechanical Means In area of non-thorny jungle |
| 6 | Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRTH specifications Clause 3002 Mechanical Means |
| 7 | Makinguplossofmaterial/irregularitiesonshoulderstothedesignlevelbyaddingfreshapprovedselectedsoilandcompactingitwithappropriateequipmentatOMCuptoaleadof1000masperMoRTHspecification Clause 3003 |
| 8 | MarkingCentreLineandstoplinesetc.onroadasperIRCpatternwiththermoplasticpaintofapprovedqualityandmakewith8%glassbeadslaidontheroadsurfaceattemperature160\\"Cwithaspecialapplicatormachinecompletewithaspecialapplicatormachinecompletewithlabourmaterialand traffic diversion arrangements. |
| 9 | Supply&FixingofChevronsignofsize75x60cmmadeoutofaluminumsheet2mmthickwithfixingprovisiononM.S.angleironpost50x50x6mm3Mlongscrewedwithstainlesssteelnutboltsof8mmdia,plateiscoveredbyhighintensitygradeyellowretro-reflectivesheetingandblackscreenprintedarrowonRetroReflectiveSheet,completeinallrespect.Comp.inallrespectdulypostpaintedinalternatebandofBlack/Whitesyntheticenamel paint & hold fast at bottom |
| 10 | ProvidingandlayingreinforcedcementconcretepipeNP3forculvertsonfirstclassbeddingofgranularmaterialinsinglerowincludingfixingcollarwithcementmortar1:2butexcludingexcavation,protectionworks,backfilling,concreteandmasonryworksinheadwallsandparapetsClause2905. 1000 mm dia |
| 11 | ProvidingandlayingreinforcedcementconcretepipeNP3forculvertsonfirstclassbeddingofgranularmaterialinsinglerowincludingfixingcollarwithcementmortar1:2butexcludingexcavation,protectionworks,backfilling,concreteandmasonryworksinheadwallsandparapetsClause2905. 600 mm dia |
| 12 | ProvidingandlayingreinforcedcementconcretepipeNP3forculvertsonfirstclassbeddingofgranularmaterialinsinglerowincludingfixingcollarwithcementmortar1:2butexcludingexcavation,protectionworks,backfilling,concreteandmasonryworksinheadwallsandparapetsClause2905. 300 mm dia |
| 13 | Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc. .including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical specification.[MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301] Depth up to 3m |
| 14 | Providinglayingspreadingandcompactingspecifiedgradedsand,gravel(crushedstone)asperTable400-1,400-2oranyothercoursematerialasperdesignmix,asperCBRinsubbasecourseincludingpremixingthematerialatOMCinwetmixplant,carriageofmixedmaterialspreadinginuniformlayerswithmotorgraderF.Eloaderonapreparedbaseandcompactingwithvibratoryrollertoachievedesireddensity(asperI.S.2720)includingallmaterial,labor,machinery,lightingguarding,barricadingandmaintenanceofdiversioncomplete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material |
| 15 | Providing,laying,spreadingandcompactinggradedstoneaggregatetowetmixmacadamspecificationincludingpremixingthematerialwithwateratOMCinmechanicalmixer(PugMill),carriageofmixedmaterialbytippertosite,layinginuniformlayersinsub-base/basecourseonawellpreparedsub-baseandcompactingwithsmoothwheelrollerof80to100kNweighttoachievethedesireddensityincludinglighting,barricadingandmaintenanceofdiversion,etcasperTables400-12&400-13andMoRTHSpecificationClause 406. By Mechanical Means with all lead |
| 16 | StructuralCementconcreteforplainconcrete/reinforcedconcreteforsubstructureatanylevel,completeasperdrawingandtechnicalspecification.UsingBatchingPlant,TransitMixture,andConcretePump.Designmixconcrete-[MoRTHSpecification:Clause 1500&1700] R.C.C including formwork P.C.C. grade M15 upto 5 metre height |
| 17 | EarthworkinexcavationforstructuresasperdrawingandMoRTHspecificationsClause304.1includingsettingout,constructionofshoringandbracing,removalofstumpsandotherdeleteriousmaterialanddisposaluptoaleadof50m,dressingofsidesandbottomandbackfillingintrencheswithexcavated suitable material. Ordinary soil Upto 3 m depth |
| 18 | Constructionofembankmentwithapprovedmaterialobtainedfromborrowpitswithaliftupto1.5m,transportingtosite,spreading,gradingtorequiredslopeandcompactingtomeetrequirementofTables300-1and300-2withaleadupto50masperMoRTHSpecification Clause 305.3 |
| 19 | Earth, Sand, Lime, Morrum manure or sludge FOR 20.00 KM |
| 20 | Paintingtwocoatswithsuperiorgradesyntheticenamelpaintofapprovedqualitytogiveanevenshadeincludingwritingletteringandfigureswithsynthetic enamel paint as per IRC specifications. |
| 21 | 5th Kilometre Stone |
| 22 | Ordinary Kilometre Stone |
| 23 | Guide Stone, Guard Stone, Tree Guards and Posts |
| 24 | Traffic Sign Boards (cautionery, mandatory & informatory) |
| 25 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. |
| 26 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRTH Specification Clause 201. |
| 27 | Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). |
| 28 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects for Grading-I ( 19 mm nominal size ) Bitumen (VG-30) Please Enable Macros to View BoQ information |
