Work No. 01

Civil Work :

Granular Sub-base with Well Graded Material (Table 400.1)By Mix in Place Method Construction of granular sub-base by providing well graded material,spreading in uniform layers withTractor Mount Grader on preparedsurface,mixingbymixinplacemethodwithrotavatoratOMC,andcompactingwithsmoothwheelrollertoachievethedesireddensity,completeasperMoRTH Specification Clause 401.For Grading III Material

WBM Grading 2 Providing,laying,spreadingandcompactingstoneaggregatesofspecificsizestowaterboundmacadamspecificationincludingspreadinginuniformthickness,handpacking,rollingwiththreewheel80-100kNstaticrollerinstagestopropergradeandcamber,applyingandbrooming,crushablescreeningtofill-uptheintersticesofcoarseaggregate,wateringandcompactingtotherequireddensityGrading2asperMoRTHSpecificationClause 404. Using Crusher Broken aggregate By Mechanical Means

WBM Grading 3 Providing,laying,spreadingandcompactingstoneaggregatesofspecificsizestowaterboundmacadamspecificationincludingspreadinginuniformthickness,handpacking,rollingwiththreewheel80-100kNstaticrollerinstagestopropergradeandcamber,applyingandbrooming,crushablescreeningtofill-uptheintersticesofcoarseaggregate,wateringandcompactingtotherequireddensityGrading3asperMoRTHSpecificationClause 404. Using Crusher Broken aggregate By Mechanical Means

Prime Coat Low porosity Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranularbase(WBM/WMM)includingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0kg/sqmusingmechanicalmeans as per MoRTH Specification Clause 502

Tack Coat ProvidingandapplyingtackcoatwithBitumenVG-10usingBitumendistributorattherateof0.30to0.40kgpersqmontheprepareddryandhungrybituminoussurfacecleanedwithHydraulicbroomasperMoRTHSpecification Clause 503.

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing,layingandrollingofopen-gradedpremixcarpetof20mmthicknesscomposedof13.2mmto5.6mmaggregateseitherusingpenetrationgradebitumenoremulsiontorequiredline,gradeandleveltoserveaswearingcourseonapreviouslypreparedbase,includingmixinginasuitableplant,layingandrollingwithathreewheel80-100kNstaticrollercapacity,finishedtorequiredlevelandgradestobefollowedbysealcoatofeitherTypeAorTypeBorTypeCasperMoRTH Specification Clause 510.By Mechanical Means Bitumen (S-90)

Seal Coat Providingandlayingsealcoatsealingthevoidsinabituminoussurfacelaidtothespecifiedlevels,gradeandcrossfallusingTypeA,TypeBandTypeCasperMoRTH Specification Clause 511By Mechanical Means Case - II : Type B Bitumen (S-90)

Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112.Using Cement concrete M-30 pavement Grade

Kilometre Stone ReinforcedcementconcreteM15gradekilometrestone/localstoneofstandarddesignasperIRC:8fixinginpositionincludingpaintingandprinting,etcasperdrawing and MoRTH Specification Clause 801

Ordinary Kilometer Stone (Precast)

200 m stone (precast)

Semi Reflective Traffic Signs Providingandfixingofsemireflectivecautionary,mandatoryandinformatorysignboardasperIRC:67madeof1.5mmthickMSSheetdulystovewhitecolourinfrontandgraycolouronbackwithredreflectiveborderof65mmwidthandrequiredlettersandfigureswithreflectivetapeengineeringgradeofrequiredshadeandcoloursupportedandweldedon47mmx47mmx12SWGsheettubefirmlyfixedtothegroundbymeanofproperlydesignedfoundationswithM-15gradecementconcrete450x450x600mm,600mmbelow ground level as per approved drawing and Specifications.

900 mm equilater & triangle

600 mm Circular

SupplyofSignBoardsize120x75madeoutof1.25mmthickM.S.sheetdulyframedwith33.3mmODMSblacktubemediumclassasperIS-1239(Part-I)1979withinnersupportofM.S.flat12x3mmwholestructureisfixedontwopostsof42mmODMSblacktube(Mediumclass)asperIS-1239processedwithbluestovingenamelpaintandwhitefiguringdirectionarrowinsuperiorqualityofsyntheticenamel paint

Supplying&FixingDirectionandplaceidentificationsignboardmadeoutof2mmthickM.S.sheetframedtoangleiron40x40x5mmandtwoverticalpostsofangleironofsize65x65x6mm3meterlongwithholdfasts,stoveenameledpaintreflective letter symbol complete of size. :90 x 75 cm.

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row ProvidingandlayingreinforcedcementconcretepipeNP3forculvertsonfirstclassbeddingofgranularmaterialinsinglerowincludingfixingcollarwithcementmortar1:2butexcludingexcavation,protectionworks,backfilling,concreteandmasonryworks in head walls and parapets Clause 2905.300 mm dia

P&FMukhyaMantriSadakYojanalogoforroadsfundedbyStateroadfundhavingM.S.Definitionplateof1.6mmthicknessframedtosteelhollowsectionof75mmx75mm,2.5mlongstoveenamelledpaintwithholdfastincludingpaintlogoasperapproveddesignandcolours.Thelogoshallbemadeoutof1.6mmthickcircularplate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circularplateshallbeplainatthejunctionofbaseplate.Thesizeofdefinitionplateshallbe1500x600mmandembeddingthepostbyM-15mixC.C.block300x300x600mmincludinglettering/writingandpaintingetc.completeinallrespect

ConstructionofFoundation/InaugrationPedastalin23cmthickBrickmasonryinCM1:4ofsize1.20mx1.80mabovegroundlevelwithadequatefoundationincludingprovidingandfixingofGranitestoneofsize0.75m0.60mwithengravinglettersandfigures,cementplaster,whitewashingetc.completeasperdirectionengineer in-charge.

Excavation for Structures EarthworkinexcavationforstructuresasperdrawingandMoRTHspecificationsClause304.1includingsettingout,constructionofshoringandbracing,removalofstumpsandotherdeleteriousmaterialanddisposaluptoaleadof50m,dressingofsides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil Upto 3 m depth

Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteasper drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade P.C.C grade M 10 (Banas/Bikaner quarry sand permitted only)Nominal mix 1:3:6

StonemasonryworkincementmortarinfoundationcompleteasperdrawingandMoRTHspecificationsClauses1402,1405,2102&2104.(Banas/Bikanerquarrysand permitted only)Random Rubble MasonryIn cement mortar 1:4

Pointingwithcementmortar(1:3)onStoneworkasperdrawingandMoRTHspecification Clauses 1406 and 2200 (Banas/Bikaner quarry sand permitted only)

Providing PCC M-20 architecturalcopingonthetopofwingwall,returnwalletc.completeasperdrawingandMoRTHspecificationClauses1313,1411and2206.6(Banas/Bikaner quarry sand permitted only) 75 mm thick