Construction of RCC Drain and CC Road in Ward No 7 at Pappu Vaishnavji ki gali, Tejaji ki gali, Mahawarji ki gali , Kota.

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).

Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix

Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.

Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Three level. Thermo-mechanically Treated bars (Conforming of relevent IS code)

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with all lead

Construction of un -reinforced, plaincement concrete pavement M30 (Grade), thickness as per design, over aprepared subbase, with 43/53 grade cement as per Clause 602, coarse and fine aggregateS conforming to IS:383,maximumsizeofcoarseaggregatenotexceeding31.5mm,mixedinainfullyautomaticBatchingPlantandtransportedtositeintransitmixerforhavingcontinuousagitatedmixer,manufacturedasperapprovedmixdesignincludingpumpingofR.M.C.fromtransitmixertositeoflaying,withallleadandliftincludingcostofadmixturesinrecommendedportionasperIS9103toaccelerate/retardsettingofconcrete,improveworkabilitywithoutimpairingstrengthanddurabilityasperdirectionofEngineerinchargelaidwithaFixedFormPaver(layingandfixingof150micronthickpolytheneFilmandfinishedincontinuousoperationincludingprovisionofcontractionandexpansion,constructionjoints,applyingdebondingstrips,primer,sealantnearapproachestobridge/culvertandconstructionjoints,admixturesasapproved,curingofconcreteslabsfor14-daysusingwaterfinishingtolinesandgradeasperdrawingandMoRTHSpecificationClause602includingvaccumdewateringprocesswithallrequiredequipments (Dowel Bars will be paid seprately

110 mm dia