Construction of RCC Drain and CC Road in Hari om nagar Ward No 52 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.

Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Walls (any thickness) including attached pilasters, buttresses plinth and string course.

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)

Constructionofun-reinforced,plaincementconcretepavementM30(Grade),thicknessasperdesign,overapreparedsubbase,with43/53gradecementasperClause602,coarseandfineaggregatesconformingtoIS: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