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| 1 | Earthworkinexcavation,includingstacking/disposalofsurplus materialwithallliftsandleadupto50meters,exclusiveof compensation of earth [MoRTH specification : Clause 301 to 305] Mechanicallybypowershovel,includingmechanicalloadingand carrige upto 50 m |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, gradingtorequired slopeand compactingby vibratory roller 8-10 TonnetomeetrequirementofTable300-2includingcostof compensation for earth taken fromprivate landwith ALLlead As per MoRTH specification Clause No. 305. |
| 3 | Providing laying spreading and compacting specified graded sand, gravel as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant,carriageofmixedmaterialspreadinginuniform layerswithmotoegraderF.Eloaderonapreparedbase andcompactingwithvibratoryrollertoachievedesired density(asperI.S.2720)includingallmaterial,labour, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. with all lead For Grading I Material |
| 4 | Constructionofdryleancementconcretesub-baseovera preparedsub-gradewithcoarseandfineaggregate conformingtoIS:383,thesizeof coarseaggregatenot exceeding 25 mm , aggregate cement ratio not to exceed 15:1, aggregate gradation after blening to be as per Table 600-1, cementcontentnottobelessthan150Kg/Cum,optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at7 days, mixed in a batching plant as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishingandcuringcompleteasperMoRTHspecification clause 601. |
| 5 | Constructionofun-reinforced,doweljointed,plaincement concrete pavement over a preparedsub-base with43 grade cement@400Kgpercum,coarseandfineaggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding25mm,mixedinabatchingandmixingplantas per approved mix design, transported to site, laid with a fixed form paver,spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction andlongitudinal joints, joint filler, separation membrance,sealantprimer,jointsealant,debondingstrip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. |
| 6 | Providing andlaying reinforced cement concrete pipesN.P.4forculvertsincludingjointingendsandfixingcollar withcementmortar1:2[MoRTHSpecfication:Clause: 1000/2900]300 mm dia |
| 7 | Providing and fixing cement concrete Precast Kerb or Dand of M- 15 grade concrete up to 60 cmlength over 20mmthickbase of CM (1:6) including required Earth work, cutting of WBM and BT surface Pointing & jointing with cement mortar (1:4) of shape as approvedby theEngineer-in-chargetheworkincludesproviding laying and compacting base concrete (1:5:10) 100mm thick below Dand/Kerbcompleteinallrespectasperspecificationssize (20.5+25.0)/2x30cm |
| 8 | IProviding and fixing of Precast concrete interlocking blocks of manufacturedfromfullycomputerizedautomatic stationeryhydraulicvibropressedmachine&full computerized automatic batching plant of class A-1 as per BS:6717-2001.TheC.C.interlockingpavingblocksbe laid onaverage 25mmthickbed ofcoarse sandand the jointistobefilledwithfinesand.Layingprocedureon compactedsubbaseasdefined.Completejobistobe executed as per the instructions of Engineer-in-charge. The ratestobeinclusiveofalllead,lift,lifts&taxesgeneral specifications of blocks.1. Shape : As specified by Engineer-in-charge.2.Tensilesplittingstrengthand breakingloadasperBS:6717-20013.Colour:Grey cement natural colour 4. Variation in Dimension : Less than1.6mm. 5. Variation in thickness : Less than 3.2mm.A) 60mmthick,Lighttrafficcategory, M35Gradedesignation blocks |
