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| 1 | Excavation in Soil using Hydraulic Excavatorand Tippers with disposal upto 1000 m, Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m,trimming ofbottom and sideslopesinaccordancewithrequirementsof lines,grades andcross-sectionsas perMoRTH Specification Clause 301.3.6. |
| 2 | Dismantlingofcementconcretepavementsbymechanicalmeansusingpneumatictoolsbreakingto piecesnotexceeding0.02cuminvolumeandstockpilingatdesignatedlocationsanddisposalof dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 3 | Carriage of Building Rubbish Stone metal (Grit and ballast etc.) loading and unloading etc complete with all leads. |
| 4 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading I Material |
| 5 | Providing,laying,spreadingandcompactingstoneaggregatesofspecificsizestowaterbound macadamspecification including spreading in uniformthickness, hand packing, rolling with three wheel80-100kNstaticrollerinstagestopropergradeandcamber,applyingandbrooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the requireddensityGrading2asperMoRTHSpecificationClause404.UsingCrusherBroken aggregate. By Manual Means |
| 6 | Constructionof un-reinforced,doweljointedatexpansionandconstructionjointonly,plaincement concretepavement,thicknessasperdesign,overapreparedsubbase,with43gradecementorany othertypeasperClause602.2.2M30(Grade),coarseandfineaggregatesconformingtoIS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cumcapacityandappropriateweighbatcherusingapprovedmixdesign, laidinapprovedfixedside formwork(steelchannel,layingandfixingof125micronthickpolythenefilm,wedges,steelplates including levelling the formworkasper drawing),spreading the concrete with shovels,rakes, compacted usingneedle,screedandplatevibratorsandfinishedincontinuousoperationincludingprovisionof contractionandexpansion,constructionjoints,applyingdebondingstrips,primer,sealant,dowelbars, nearapproachestobridge/culvertandconstructionjoints,admixturesasapproved,curingofconcrete 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 |
| 7 | Constructionof Foundation / Inaugration Pedastal in 23 cm thickBrick masonry in CM 1:4ofsize1.20mx1.80mabovegroundlevelwithadequatefoundationincluding providingandfixingofGranitestoneofsize0.75mx0.60mwith engravinglettersand figures,cementplaster,whitewashingetc.completeasperdirectionofEngineerin charge |
| 8 | P&FMukhyaMantriSadakYojanalogoforroadsfundedbyStateroadfundhaving M.S.Definitionplateof1.6mmthicknessframetosteelhollowdsectionof75mmx 75mm,2.5mlongstoveenamelledpaintwithholdfastincludingpaintlogoasper approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shallbeplainatthejunctionofbaseplate.Thesizeofdefinitionplateshallbe 1500x600mmandembeddingthepostsbyM-15mixC.C.block300x300x600mm including lettering / writing and painting etc. complete in all respect |
