Proposed Various work for Shivsrushti near Ghodbander fort in Mira Bhayander Municipal Corporation Area. (Basic Facility Development Fund)

Amount

Description

Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to there quired grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m .and spreading for embankment or stacking as directed.By Manual Means.(Item used only when Quantity is below 10 Cu.m.)

Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50m lift Normal Rate b) 1.50m to 3.00m lift, Add 10% c) 3.00m to 4.50m lift, Add 20% d) 4.50m to 6.0m lift, Add 30%

Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50m lift Normal Rate b) 1.50m to 3.00m lift, Add 10% c) 3.00m to 4.50m lift, Add 20% d) 4.50m to 6.0m lift, Add 30%

Excavation for foundation in hardrock by chiselling and wedging or line drilling including shoring and strutting, dewatering a snecessary and disposing off excavated stuff asd irected etc. complete

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete.

Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Super intending Engineer will be necessary)

Watering and compacting of embankment formed of material so btained from the road cutting with in a lead of 50m ,not less than 97% of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with Power roller.

Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m .including all lifts ,laying in layers of 20cm .to 30cm. thickness breaking clods, dressing to the required lines,curves,grades&section,wateringandcompactionwithvibratoryrollerwithV-Satattachmenttoachievenotlessthan97%ofstandardproctor density etc. complete ( Material obtained from Other sources)

Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.

Conveying excavated material upto lid of 20KM

Constructionofgranularsub-base by providing close graded Material, mixingina mechanical mix plant at OMC,carriage of mixedMaterialtoworksite,spreadinginuniformlayerswithmotorgrader/Paveronpreparedsurfaceandcompactingwithvibratoryrollertoachievethedesireddensity,completeasperclause401--PlantMixMethod and Grading - II Material

DENSEBITUMINOUSMACADAM:ProvingandlayingdensebituminousmacadamusingcrushedaggregatesofGrading1,premixedwithbituminousbinderofspecifiedgradeofBitumen@4.50percentbyweightoftotalmixandfiller,transportedtositewithVTS,laidoverapreviouslypreparedsurface,finishedtotherequiredgrade,level,alignment,androllingtoachievethedesireddensityfor76-100mmcompactedthickness.USINGBatchmixtypehotmixplantwithSCADA,SensorPaver,VibratoryrollerwithStone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates)

WetMixMacadam--Providing,laying,spreadingandcompactinggradedstoneaggregatetowetmixmacadamspecificationincludingpremixingtheMaterialwithwateratOMCinmechanicalmixplantcarriageofmixedMaterialbytippertosite,layinginuniformlayerswithpaverinsub-base/basecourseonwellpreparedsurfaceandcompactingwithvibratory roller to achieve the desired density. Laying By Grader/Paver.

BITUMNOUSCONCRETE:-ProvidingandlayingBituminousconcreteusingcrushedstoneaggregatesofspecifiedgrading,premixedwithHIMAGradebituminousbinderlikeART(HighlyModifiedAsphaltBinderhavingnotlessthan90°CSofteningPointandnotlessthan90%ElasticRecovery)@5.4%(percentagebyweightoftotalmix)andlimefiller@2%(percentagebyweightofAggregate)prepearedinBatchTypeHotMixPlantandfiller,transportingthehotmixtoworksitebytippers,layingwithpaverfinisherequipedwithelectronicsensortotherequiredgrade,levelandalignmentandrollingwithsmoothwheeled,vibratoryandtandemrollerstoachievethedesired40/50mmcompactedthicknessanddensityasperspecification,completeandasperdirectionsofEngineer-in-Charge.

Primecoat-ProvidingandapplyingprimercoatwithbitumenemulsiononpreparedsurfaceofgranularBaseincludingcleaningofroadsurfaceandspraying,primerattherate of 0.60 kg/sqm using mechanical means.

ProvidingandapplyingtackcoatonthepreparedsurfaceheatingbyfamesinBoilerandsprayingbitumensetfootedinbitumenbolleronB.T.surface2.5kg/10sqm.(VG-30bulkbitumen rates are considered to arrive at rates)

ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM20oftrap/granite/quartzite/gneissmetalforstepsincludingsteelcentering,formwork,laying/pumping,compacting,rougheningthemifspecialfinishistobeprovided,finishingunevenandhoneycombedsurfaceandcuringetc.complete.TheCementMortar1:3plasterisconsideredforrenderingunevenandhoneycombedsurface,only.Newlylaidconcreteshallbecoveredbygunnybag,plastic,tarpaulinetc.(Woodencenteringwillnotbeallowed.),withfullyautomaticmicroprocessorbasedPLCwithSCADAenabledreversibleDrumTypemixer/concreteBatchmixplant(Panmixer)etc.complete. With fine aggregate (Crushed sand VSI Grade)

Providing and laying in situ / ready mix / ready mix M20 cement concrete of trap / granite / quartzite / gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer / concrete batch mix plant (pan mixer) with natural /artifical sand)

Providing earth work in embankment with approved materials obtained from department all and upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97% of standard proctor density etc. complete ( Material obtained from departmental Land)

Providing expansion joints with 25 mm thick bituminous pad as per detailed drawings etc. complete.

Providing and laying in situ / ready mix controlled grade of M25 of trap / granite / quartzite / gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete.(with fully automatic microprocessor based PLC with SCADA enabled with reversible drum type mixer /concrete batch mixplant (panmixer) with fine agreegates of required specifications ( VSI sand finely washed etc ), excluding reinforcement)

Providing and laying Cast in situ /Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, coverblocks, laying /pumping, compacting and roughening the mifspecial finishis to be provided and curing complete.( Excluding reinforcement and structural steel ).with fully automatic microprocessor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Panmixer) etc. complete. With fine aggregate (Crushed sand VSI Grade

Providing and laying in situ / ready mix M20 RCC of trap / granite / quartzite / gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, form work finishing and curing etc. complete. (excluding reinforcement ,with fully automatic microprocessor based PLC with SCADA enabled concrete batch mix plant/pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc )RCC work of Box Cell

SlabProvidingandlayingCastinsitu/ReadyMixcementconcreteM-25oftrap/granite/quartzite/gneissmetalforR.C.C.slabsandlandingsasperdetaileddesignsanddrawingsincludingsteelcentering,formwork,coverblocks,laying/pumping,compactionfinishingtheformedsurfaceswithcementmortar1:3ofsufficientminimumthicknesstogiveasmoothandevensurfaceorrougheningifspecialfinishistobeprovidedandcuringetc.complete,(Excludingreinforcementandstructuralsteel).withfullyautomaticmicroprocessorbasedPLCwithSCADAenabledreversibleDrumTypemixer/concreteBatchmixplant(Panmixer)etc.complete.Withfineaggregate(Crushedsand VSI Grade)

Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.

Providing and fixing in position HCRM/CRS (Corrosion Resistant Steel) bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.

Back filling behind Retaining wall as per drawings and technical specifications etc. complete. (by granular material)

Providing and Fixing Processed Stone Cladding on wall surface/ plywood surface .RCC pardi /Wall and all type of Interior, Exterior Compound wall and Gate etc.of cladding processed stone with material of Processed clay, Wooden chips, Silicasand, Cement, GFRC admixtures, Colour pigments, Fiber up to thick of 230mm/ 25 mm including scaffolding, fixing of screw, etc. (As directed by Engineer in Charge)

Stamp Concrete of 100mm Thickness-Providing and Laying in-situ M30 Grade unreinforced plain cement stamp concrete of 100mm thickness pavement over a prepared sub base with 43 grade cement,coarse and fine aggregate (naturalsand/VSI grade finely washed crusheds and )Confirming to IS383,as per mixed in a batching and mixing plant/non tilting mixer and weigh batcher as per approved mix design,admixtures,transporting to site in nagpur city with lead upto 20KM (on Inner Ring Road from Avasti nagar to wadi),spreading,laying with approved make pover,compacted and finished in a continous operation,finishing to lines and grades. Also Providing,Placing and applying stamp powder which is light fast UV resistant pigment with appropriate chemical compounds of desired colour on base concrete after excess bleed water has evaporated using dry shake method@5kg per sqm.Including texturing,and covering with plastic sheet(min200micron thickness) and also applying two coats of UV-stable,30%solids clear sealer@150 to 250gms per sqm using surface roller and protecting from falling dust,dirt and curring by curring compound/by providing cement vata in cement Mortor1:[email protected] center to center,admeasuring 80mm at bottom and 40mm at top with depth of 75mm and maintaining the same through ou tcuring period by any other method approved byEngineer-in charge or Landscape architect etc.complete.(prior approval of superinteding Engineer will be necessary ) SSR/54.01

Providing and casting in situ or precast tap ering R.C.C.M-20 Barrier type Kerb with gutter (as per IRC 861983) embedded 125 mm below ground level over M-10 PCC finished neatly with C.M.1:2,setting the same in C.M.1:2,including the required excavation in any strata and removing the excavated stuff any where incityandredoingthesurfaceasspecifiedanddirectedbyEngineeringIn-charge.UsingConcreteBatchingand Mixing Plant

ProvidingandfixingP.V.C.Rainwaterpipesof160mmouterdiameterandhavingwallthicknessof2.2to2.7mmconfirmingtoI.S.13592-1992includingproperrainwaterreceivingrecesswithP.V.C.plug,bend,necessaryfittings,suchas,offsets,shoes,inludingfixingthepipeonwallusingapprovedwoodencleatsprojecting25mmto40mmfromfaceofwallafixingwithclipsofapprovedqualityandOneNumber,filingthejointusingrubbergasketwithsolventcementandproperlyrestingtheshoeofpipesonC.C.ormasonryblocks,includingnecessaryscaffoldingandmaintenancefor3yrsforanyleakagesordislocationsofpipes.AlltheP.V.C.fittingsandadditional2piece socket clips shall be got approved from engineer in charge etc. complete.

Providingandlayingoffiltermediawithgranularmaterials/stonecrushedaggregatessatisfyingtherequirementslaiddowninclause2504.2.2ofMoRTHspecificationstoathicknessofnotlessthan600mmwithsmallersizetowardsthesoilandbiggersizetowardsthewallandprovidedovertheentiresurfacebehindabutment,wingwallandreturnwalltothefullheightcompactedtoafirmconditionasperdrawingandtechnicalspecifications etc. complete

Providing and Laying hot applied thermoplastic roadmarkingstriponBituminousSurfaceofspecifiedshade/colourof2.5mmthickincluding1.5Refractiveindexreflectorizingglassbeads@250gm/sqm.Thicknessof2.5mmisexclusiveofsurfaceappliedglassbeadsasperIRC35:2015.InitialDryreflectivityRLshallbe>250mcd/sqm/luxmeasuredintheinitial7daysandsustainedreflectivityRLof100mcd/sqm/luxandQdof100mcd/sqm/luxmeasuredattheendof2yearsbymeansofaStandardReflectometerofZehntner,Easylux,DeltamakecapableofmeasuringRL&QDbothaccordingtoIRC35:2015clause15.5.Thefinishedsurfacetobelevel,uniform,andfreefromstreaksandholescompleteasper directionofEngineer-in-chargeandinaccordancewithapplicablespecifications.(ReferMORTHClause803fortechnicalSpecificationand Performancefor IRC 35:2015).

PaintingLine,Dashes,ArrowsetconRoadsintwocoatsonnewworkwithreadymixedroadmarkingpaintconfirmingtoI.S.164onBituminoussurfaceincludingcleaningthesurfaceofalldirt,dustandotherforeignmatter,demarcationatsiteandtrafficcontrol(Over/Upto __cm wide) (MORTH-803) --______ Surface

ProvidingandfixingMandatory/Regulatorysignboardsincircularshapeof______mmdiamadeoutof____mmaluminumsheetbondedwithwhiteretroreflectivesheetingofClassB(TypeIVHighintensitymicro-prismaticgradesheeting-HIP)havingpressuresensitive/heatactivatedadhesiveretoreflectivespecifiedbackground,borderandbacksideretoreflctivesymbols,letters,numerals,arrowasperIRC:67-2012TableNo8.3Supportedwithbacksupportframe25mmx25mmx3mm,dulypaintedonbacksidewithgreystoveenamelpaintandsupportedononeno.ofM.S.angleironpostofsize65mmX65mmX6mm,3.45mlong,dulypaintedwithwithflatoilpainthavingalternateblackandwhitebandsof25cmwidthincludingG.I.fixturesetc;fixingtheboardsinM25gradeconcreteblockofsize60cmX60cmX75cmincludingtransportationetc;complete.ClassB(TypeIVHighintensitymicro-prismaticgradesheeting-HIP)shallhave7yearswrittenwarrantyfromthemanufacturerandauthoriseddistributor/convertorissuedforfieldperformanceincludingthescreenprintedareasandcut-outsheetingandcut-outdurabletransparentoverlayfilmandthiswarrantycertificateinoriginalshouldbesubmittedtotheEngineer in charge by the contractor/supplier. 232 Road Furniture a MORTH 801 600 mm dia made out of 1.5mm aluminum sheet

SupplyingandFixingofMoldedShankRaisedPavementMarkers/Cat'sEyemadeofpolycarbonateandABSmouldedbodyandreflectivepanelswithmicroprismaticlenscapableofprovidingtotalinternalreflectionofthelightenteringthelensfaceandshallsupportaloadof16000kgtestedinaccordancetoASTMD4280TypeHandcomplyingtoSpecificationsofCategoryAofMORTHCircularNoRW/NH/33023/10-97DOIIIDt11.06.1997.Theheight,widthandlengthshallnotexceed50mm,100mmand102+/-2mmandwithminimumreflectiveareaof13Sqcmoneachsideandtheslopetothebaseshallbe35+/-5degree.Thestrengthofdetachmentoftheintegratedcylindricalshanks,(ofdiameternotlessthan19+/-2mmandheightnotlessthan30+/-2mm)fromthebodyistobeaminimumvalueof500Kg.Fixingwillbebydrillingholesontheroadfortheshankstogoinside,withoutnailsandusingepoxyresinbasedadhesiveaspermanufacturer'srecommendationandcompleteasdirectedbytheengineer.Thecontractorshallsubmitatwoyearwarrantyforsatisfactoryfieldperformanceincludingstipulatedretro-reflectance of the reflecting panel, to the Engineer.

Providingandfixingreinforcedcementconcretecoverofsize90cmx45cmwithframeover inspection chamber etc. complete. Heavy duty (225 Kilogram)

Cutting down trees including trunks and branches with girths above 30 cm to 60 cm and stacking the materials neatly with all lifts and lead of 1000 m as directed and earth filling in the depression / pit if any.

Cutting down trees including trunks and branches with girths above 60 cm to 90 cm and stacking the materials neatly with all lifts and lead of 1000 m as directed and earth filling in the depression / pit if any.

Cutting down trees including trunks and branches with girths above 90 cm to 180 cm and stacking the materials neatly with all lifts and lead of 1000 m as directed and earth filling in the depression / pit if any.

Cutting down trees including trunks and branches with girths above 180 cm to 270 cm and stacking the materials neatly with all lifts and lead of 1000 m as directed and earth filling in the depression / pit if any.

Cutting down trees including trunks and branches with girths above 450 cm and stacking the materials neatly with all lifts and lead of 1000 m as directed and earth filling in the depression / pit if any.

Clearing and grubbing road land including up rooting rank vegetation ,grass ,bushes ,shrubs ,saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 metre including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Excavation : Excavation for foundation in soft strata which does not required blasting up to 1.5 Mtr. depth including removing the Excavated material up to a distance of 50 Mts. beyond the building area and lift. (PWD-DSR 2015-2016) P-5 / I-A-1

GARDEN SOIL :- Supplying on site garden soil well sieved 90% to pass through I.S. sieve of 10mm size Free from stones rubbish like dried grass roots and other such materials. The soil should be fresh be measured by measuring box (Farma) Item includes royalty charges, octroi, corporation Tax Transporting, loading – unloading etc

Farm yard manure :- Supplying on site well decayed, well dried, well powedered, withought clods and free from stones, dried grass and other rubbish material,. The colour of the manure generally be black. the manure will be measuring by measure box. (farma) item includes Transporting, loading -unloading etc (lead charges per 40km. are considered.

Preparing Instant Lawn : Excavating the ground to a required depth of 20cms removing & conveying unwanted stuff to a required distance as directed. filling fresh garden soil / silt & manure in excavated area in 3:1 proportion to a height of 20cms. Mixing garden soil and manure thoroughly will levelling, watering on previous night. Planting required variety of lawn grass as directed and maintaining till well established by watering weeding clopping rolling etc. complete

Preparing Shrubbery :- Excavating the round to required depth of 30cms, removing and conveying unwanted stuff to a required excavated area in 3:1 proportion to a height of 30cms. Mixing garden soil & manure toughly well, leveling , watering on previous As derected by Engineer-Incharge.

Supplyings & planting of plants required for landscaping:- Euphorbia, hemelia, Malphejia, Ticoma, song of India, Golden bamboo, Bhudhhaj bamboo, golden ficus, Phonicu palm, x mass trees ficus panda, etc. (height of plant 5-6 ft )

Planting large flowering / shady trees :- Digging pit with size 0.9m x 0.9m x 0.9m removing and conveying unwanted stuff to a required distance as directed. Filling the pit with approved excavated material upto a height of 0.30m and remaining height of 0.60m with fresh garden soil & manure in 3:1 proportion Mixing soil & manure thoroughly well. leveling as directed, watering previous night, planting on to two year old healthy trees sapling as per specifications. Maintaining till well established by watering weeding, stirring of soil replacing of casualties etc. complete.

Providing forest trees putranjiva, jaccaranda, bakula, kecia, Neem, shoka Gulmohar 8 feet to 10 feet.

Providing and supplying palm trees vaieties, red palm, fox tail palm, botttol palm, Rhaphis palm, Table palm, Cristle palm, cene palm, Ashoka etc.. Size 10-12 feet

Planting clipped Hedge:- Excavating the ground to a required depth of 30 cmt, removing and conveying unwanted stuff to a required distance as directed. Filling fresh garden soil and manure in excavated area in 3:1 proportion to a height of 30cms. Mixing garden soil and manure thoroughly well, leveling, watering previous night. Planting hedge plant of required species in two rows. Distance between two rows & between two cutting will be 25cms. Maintaining till well established by watering, weeding, stirring the soil and clipping if necessary etc. complete.

Preparing Canna Bed:-Excavating the ground to the required depth of 30cms.Removing rubbish and conveying unwanted stuff to a required distance as directed. Filling fresh garden soil and manure in excavated area in 3:1 proportion to a required height of 30cms.Mixing gar den soil & manure thoroughly well, leveling, and watering on previous night. Planting well developed Canna rhyzomes 40 cms apart. Maintains till well established by watering weeding, stirring, replacing, casualties etc. complete.

Mogra Plant /Creepers/Climbers:-Excavating pit with size 0.3m x 0.3m x 0.3m, removing and conveying unwanted stuff to a required distance as directed. Filling the pit with approved excavated material up to a height of 0.15 mtr. and remaining height of 0.15mtr.with fresh garden soil and manure in 3:1 proportion. Mixing soil and manure thoroughly well leveling, watering, on previous night. Planting one or two year old healthy plant as per specifications. Maintaining till well established by watering, weeding, pruning, stirring, replacing casualties, etc. complete.

Empty boring for 525 to 600 mmdia. Bored R.C.C. cast in situ piles including withdrawal of shell, removal of earth to a distance of 50 metres etc. complete.Spec :(As directed by Engineer in Charge)

Providing and laying cast insitu/ Ready Mix Cement ConcreteM 30 for bored piles each of load capacity and as per design and of 600mm diameter or as directed placed through steel shells sunk to there quired depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in charge including placing withfully automatic microprocessor based PLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant(Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) by tremie arrangements,compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement)

Chiseling through pile shells in hard strata like boulders, soft and hard rocks Upto and inclusive of 550mm diameter including removing and stacking the loose materials etc. complete and disposing of the unserviceable materials outside complete.

Chipping and dressing of the R.C.C. piles upto 0.60 meter including cleaning reinforcement and removal of dismantled materials upto a distance of 50meter beyond the building area etc. for providing pile caps.Spec :(As directed by Engineer in Charge)

Providing placing and Driving in position 6 milli meter mildsteel liner for R.C.C.Piles upto required depth with 12mm thick mildsteel cutting edge of 0.50m length at bottom including fabricating cutting the mildsteel sheet to required diameter and shape, welding the joints and driving with the help of required machineries including all materials labours and lifts etc. complete as directed by the Engineerincharge. Spec:(As directed by Engineer in Charge From 3.00 to 9.50 meter deep liner

Carrying out load test for 1.5times the proposed safe working load on the pile in driven position above 550mm and upto 650mm diameter including construction of test cap, use of accessories and instruments including providing graphs as per I.S.code or Std. Specifications and dismantling the test cap after testing and cleaning the site complete.

METCONS INFRASTRUCTURE (BID ID -6386522)