RETENDER OF140 KLD SEWAGE TREATMENT PLANT BASED ON MOVING BED BIO REACTOR TECHNOLOGY AT TALUK HEAD QUARTERS HOSPITAL SULTHAN BATHERY

Amount

COLLECTION TANK 2.10.1.2 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

OBS .Providing and foixing uPVC pipes including jointing of pipes with one step upvc solvent cement, testing of joints complete as per direction of Engineer in Charge.110mm diua 6kgf/cm2

OBS .Providing and fixing PuPVC pipes including jointing of pipes with one step upvc solvent cement, testing of joints complete as per direction of Engineer in Charge.160mm diua 6kgf/cm2

OBS.Supplying and filling in plinth with fine snd under floors,including watering , ramming, consolidating and dressing complete

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m

16.13.1 Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.bituminous portion

16.13.2 Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. Water bound macadam

OBS Providing and fixing uPVC moulded fittings/accessories for Rigid uPVCpipes,including jointing with PVC solvent cement - 110 mm dia Bend

OBS.Providing and fixing upvc moulded fittings/accessories for Rigid upvc pipes,including jointing with pvc solvent cement -110mm dia Tee

OBS.Providing and fixing upvc moulded fittings/accessories for Rigid upvc pipes,including jointing with pvc solvent cement -110mm dia Elbow

OBS.Providing and fixing upvc moulded fittings/accessories for Rigid upvc pipes,including jointing with pvc solvent cement -160mm dia Bend

OBS.Providing and fixing upvc moulded fittings/accessories for Rigid upvc pipes,including jointing with pvc solvent cement -160mm dia Tee

OBS.Providing and fixing upvc moulded fittings/accessories for Rigid upvc pipes,including jointing with pvc solvent cement -160mm dia Elbow

19.7.3.2Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With Sewer bricks conforming to IS : 4885

19.8.2.2 Extra depth for the manholes size 120x90cm;Extra depth of 0.8m each

MISCELLANOUS CIVIL WORKS 2.31Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

2.33.2 Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 60 cm girth upto and including 120 cm girth

2.25Filling and Levelling available excavated earth(excludingrock)in trenches,plinth,sidesof foundations etc.in layers not exceeding 20cm in depth,consolidating each deposited laye rby rammingand watering, lead up to 50 m and lift up to 1.5 m.

EQUALISATION TANK 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil

2.6.1+2.26.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil.Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil

4.1.6Providing and layingin position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level:1:3:6(1Cement:3coarse sand:6graded stone aggregate40 mm nominal size

OBS DATA BASED ON 5.37.1+5.34.1 Providing and laying ready mixed M30 grade concrete for reinforced cement concrete work,using Sulphate Resistant Cement(SRC) content as per approved design mix,manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads , having continous agitated mixer,manufactured as aper mix design of specified grade for reinforced cement concrete work,including pumping of R.M.C from transit mixer to site of laying excluding the cost of centering ,shuttering finishing and reinforcement,including cost of admixtures in recomended proportions as per IS:9103 to accelerate/retard setting of concrete,improve workability without impairing strength and durability as per direction of the E ngineer in charge (Note:-Cement content considered in this item is @340kg/cum.Excess/less cement used as per design mix is payable/recoverable separately)All works upto plinth level.

5.37.1Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). 5.37.1 All works upto plinth level

5.22.6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars

4.12Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.

5.9.1Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete

5.9.2Centering and shuttering including strutting, propping etc. and removal of form for all heights :Walls (any thickness) including attached pilasters, butteresses, plinth and string,courses etc

5.9.5Centering and shuttering including strutting, propping etc. and removal of form for all heights:For wall

5.9.3Centering and shuttering including strutting, propping etc. and removal of form for all heights: slab

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

22.5 Providing and laying waterproofing treatment in sunken portion of WCs,bathroometc.,by applying cement slurry mixed with waterproofing cement compound consisting of applying:a)First layerof slurry of [email protected]/sqm mixed with waterproofing cement compound @0.253kg/sqm.This layer willbe allowed to aircure for4hours.b)Second layerof slurry of [email protected]/sqm mixed with waterproofing cemen [email protected]/sqm.This layerwillbeallowed to aircure for4 hoursfollowedwithwatercuringfor48hours.The rate includes preparation of surface,treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)

MR Supplying and fixing D.I.cover withframeGrade Afor manholes:450x600mm rectangularDI.cover (light duty) the weight of the cover to be not less than 30 k

OBS 50.12.2.1 Supplying and laying of polycarbonate multi wall plain transparent sheet 8mm or nearest available thickness of approved quality/make fixing with self drilling corroshield screws with rubber washers including cost and conveyence of all material,labour charge etc complete as per the drection of the departmental officers.

OBS Providing and fixing PVC Pipes,fittings including fixing the pipe with clamps at 1.00m spacing .This includes jointing of pipes and fitting with one step pvc solvent cement and testing of joints complete as per direction of Engineer-in-charge External work-exposed on wall-110mm dia 6kgf/cm2 for vent pipe

OBS Providing and fixing moulded fitting for rigid uPVC pipes including with uPVC solvent cement-110mm dia bend

OBS Providing and fixing uPVC moulded fittings/accessories for rigid PVC pipes,including jointing with PVC solvent cement-110mm dia vent cowl

MR Attached both type pumphouse near to the tankto accomadate the Pump Control Panel & cables with portable roof and accessories

INLET CHAMBER & SCREEN CHANNEL WITH PLANT ROOM 2.8.1 Earthwork in excavation by mechanical means(Hydraulicexcavator)/manual means in foundation trenches or drains(notexceeding1.5minwidthor10sqmonplan) includingdressingofsidesand ramming of bottoms,lift upto1.5m,including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil

4.1.6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinthlevel:1:3:6(1Cement:3coarsesand:6gradedstone aggregate40 mm nominal size).

5.37.1Providing and laying in position readymixed M-25gradeconcrete for reinforced cement concrete work,using cement content as per approved design mix,manufactured infullyautomatic batching plant and transported to siteofworkin transitmixerforallleads,havingcontinuousagitatedmixer, manufacturedaspermixdesignofspecifiedgradeforreinforcedcementconcretework,including pumping of R.M.C.from transit mixer tosite oflaying,,excluding the cost of centering,shuttering finishingandreinforcement,including cost of admixturesinrecommended proportions as per IS:9103 to accelerate/retard settingofconcrete,improve workabilitywithout impairing strength and durability as per directionoftheEngineer-in-charge.(Note:-Cementcontentconsideredinthisitemis@330 kg/cum.Excess/less cement used as per design mix is payable/recoverableseparately).All works upto plinth level

5.37.2 Providing and laying in position readymixed M-25grade concrete for reinforced cement concrete work,using cement content as per approved design mix,manufactured infully automatic batching plant and transported to site of workintransit mixer for all leads,having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work,including pumpingofR.M.C.fromtransit mixer to site of laying,,excluding thecost of centering,shuttering finishingandreinforcement,including cost of admixtures in recommended proportions aspe rIS:9103 to accelerate/retardsettingofconcrete,improveworkabilitywithout impairing strength and durability as per direction ofth eEngineer-in-charge.(Note:-Cement content considered in this itemis@330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately).Allworks above plinth level upto floor V level

OBS DATA BASED ON 5.37.2+5.34. 1 Providing and laying in position readymixed M-30grade concrete for reinforced cemen tconcrete work,usingSulphateResistantCement content asper approved designmix,manufactured infully automatic batching plant and transported to site of work in transit mixer for all leads,having continuous agitated mixer,manufacturedaspermixdesignofspecifiedgradeforreinforcedcement concretework,includingpumpingofR.M.C.fromtransitmixertositeoflaying,,excludingthecostof centering,shutteringfinishingandreinforcement,includingcostofadmixturesinrecommended proportionsasperIS:9103toaccelerate/retardsettingofconcrete,improveworkabilitywithout impairingstrengthanddurabilityasperdirectionoftheEngineer-in-charge.(Note:-Cementcontent consideredinthisitemis@340kg/cum.Excess/lesscementusedasperdesignmixispayable/ recoverable separately). All works above plinth level upto floor V leve

5.22.6 Steel reinforcement forR.C.C. Work including straightening,cutting,bending,placinginpositionand binding all complete up to&above plinth level. Thermo-Mechanically Treated bars.

14.12 Providing and fixing 16mmM.S.Fan clamps of standard shape and size in existing R.C.C.slab including cutting chase,anchoring clampto reinforcement bar,including cleaning,refilling,making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete.

412 Extra for providing and mixing waterproofing material in cement concrete work indoses byweightof cement as per manufacturer’s specification

5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for :mass concrete.

5.9.5 Centering and shuttering including strutting, propping etc. and removal of form for :for beam, lintel etc

5.9.2Centering and shuttering including strutting, propping etc. and removal of form for :for wall

5.9.3 Centering and shuttering including strutting, propping etc. and removal of form for :slab

5.9.6 Centering and shuttering including strutting, propping etc. and removal of form for : Columns

2.25Fillingavailableexcavatedearth(excludingrock)intrenches,plinth,sidesoffoundationsetc.inlayers notexceeding20cmindepth,consolidatingeachdepositedlayerbyrammingandwatering,leadupto 50 m and lift up to 1.5 m.

6.4.1 Brick work with common burnt clayF.P.S.(nonmodular)bricks of class designation 7.5in super structure above plinthlevel uptofloorVlevelinall shapes and sizesin:Cementmortar1:4(1 cement : 4 coarse sand)

22.5 Providing and laying waterproofing treatment in sunken portion of WCs,bathroometc.,by applying cement slurry mixed with waterproofing cement compound consisting ofapplying:a)First layerof slurry of [email protected]/[email protected]/sqm.This layerwillbeallowedtoaircurefor4hours.b)[email protected]/sqmmixed [email protected]/sqm.Thislayerwillbeallowedtoaircurefor4 hoursfollowedwithwatercuringfor48hours.Therateincludespreparationofsurface,treatmentand sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry

13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)

11.41.2Providing and laying vitrifiedfloor tiles in different sizes(thickness to be specified by the manufacturer)withwater absorption less than 0.08%and conforming to IS:15622 of approved make in all colours and shades,laidon 20mm thick cement mortar1:4(1cement:4coarsesand)including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm

21.1 Providing and fixing aluminium work for doors,windows,ventilatorsand partitionswith extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming toIS:733andIS:1285,fixing with dash fasteners of required dia and size,including necessary filling up the gaps at junctions,i.e.attop,bottom and sideswithrequiredEPDMrubber/neoprenegasketetc. Aluminiumsectionsshallbesmooth,rustfree,straight,mitredandjointedmechanicallywherever requiredincludingcleatangle,Aluminiumsnapbeadingforglazing/paneling,C.P.brass/stainless steelscrews,allcompleteasperarchitecturaldrawingsandthedirectionsofEngineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

For shutters of doors,windows & ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings where ver required including thecost of EPDMrubber/neoprenegasket required(Fittingsshallbepaidforseparately):Anodisedaluminium(anodisedtransparentordyedto required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

21.3.2 Providing and fixing glazinginaluminium door,window,ventilator shutters and partitions etc.with EPDM rubber/neoprene gasketetc.complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shallbe paid in basic item):Withfloat glass panes of 5.50 mm thickness

9.48.2Providing andfixing M.S.grills of required pattern in frames of windows etc.with M.S.flats,squareor round bars etc.including priming coat with approved steel primer all complete.:Fixedtoopenings /wooden frames with rawl plugs screws etc

Providing and fixing bright finished brass100mm mortice latch and lock with 6levers and a pairof lever handles of approved quality with necessary screws etc. complete

9.117.1Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below(tolerance±1mm),with wall thickness 2.0mm(±0.2mm),corners of thedoor frame to be Jointedwithgalvanized brackets and stainless steelscrews,joint smitred and Plastic welded.The hinge side verticaloftheframesrein forced bygalvanized M.S.tubeofsize19X19mm and1mm(±0.1mm)wallthicknessand3nos.stainlesssteelhingesfixedtotheframecompleteasper manufacturer’sspecificationand directionofEngineer-in-charge.Extrudedsectionprofilesize48x40 mm

25mm thick PVC flushdoor shutters made out of a onepiece Multichamber extruded PVC section of the size of 762mmX25mm or less as per requirement with an average wallthickness of 1mm(±0.3 mm).PVC foam end cap ofsize23x10mmare provided on both vertical edgestoen sure the overall thicknessof25mm.M.S.tube having dimensions19mmx19mmand1.0mm(±0.1mm)isinserted alongthehingesideof the door.Core of the door shutter should befilledwith High Density Polyurethanefoam.TheTop&Bottomedgesoftheshutterarecoveredwithanend-capofthesize25 mmX11mm.Doorshuttershallbereinforcedwithspecialpolymericreinforcementsasper manufacturer’sspecificationanddirectionofEngineer-in-chargetotakeupnecessaryhardwareand fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places.

13.84.2Painting with synthetic enamelpaint,havingVOC(Volatile OrganicCompound)contentlessthan150 grams/litre,of approved brand and manufacture,including applying additional coats wherever required to achieve even shade and colour. Two coats.window&ventilator grills

13.52.2 Finishing with Epoxy paint(twoormorecoats)at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat,preparationofsurface,etc. complete. On concrete work

13.43.1 Applying one coat of water thinnable cement primer of approved brand and manufacture onwall surface : water thinnable cement primer

13.82.2Wall painting with acrylic emulsion paint,havingVOC(VolatileOrganicCompound)contentless than 50grams/litre,of approved brand and manufacture,including applying additional coatswherever required, to achieve even shade and colour: two coats

GRID CHAMBER. 2.8.1 Earth work in excavation by mechanical means(Hydraulicexcavator)/manual means in foundation trenches or drains(not exceeding1.5min width or10sqm on plan)including dressing of sides and ramming of bottoms,liftup to1.5m,including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soils.

4.1.6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinthlevel:1:3:6(1Cement:3coarsesand:6gradedstone aggregate40 mm nominal size).

5.37.1Providing and laying in position readymixed M-25gradeconcrete for reinforced cement concrete work,using cement content as per approved design mix,manufactured infullyautomatic batching plant and transported to siteofworkin transitmixerforallleads,havingcontinuousagitatedmixer, manufacturedaspermixdesignofspecifiedgradeforreinforcedcementconcretework,including pumping of R.M.C.from transit mixer tosite oflaying,,excluding the cost of centering,shuttering finishingandreinforcement,including cost of admixturesinrecommended proportions as per IS:9103 to accelerate/retard settingofconcrete,improve workabilitywithout impairing strength and durability as per directionoftheEngineer-in-charge.(Note:-Cementcontentconsideredinthisitemis@330 kg/cum.Excess/less cement used as per design mix is payable/recoverableseparately).All works upto plinth level

5.37.2 Providing and laying in position readymixed M-25grade concrete for reinforced cement concrete work,using cement content as per approved design mix,manufactured infully automatic batching plant and transported to site of workintransit mixer for all leads,having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work,including pumpingofR.M.C.fromtransit mixer to site of laying,,excluding thecost of centering,shuttering finishingandreinforcement,including cost of admixtures in recommended proportions aspe rIS:9103 to accelerate/retardsettingofconcrete,improveworkabilitywithout impairing strength and durability as per direction ofth eEngineer-in-charge.(Note:-Cement content considered in this itemis@330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately).Allworks above plinth level upto floor V level

OBS DATA BASED ON 5.37.2+5.34. 1 Providing and laying in position readymixed M-30grade concrete for reinforced cemen tconcrete work,usingSulphateResistantCement content asper approved designmix,manufactured infully automatic batching plant and transported to site of work in transit mixer for all leads,having continuous agitated mixer,manufacturedaspermixdesignofspecifiedgradeforreinforcedcement concretework,includingpumpingofR.M.C.fromtransitmixertositeoflaying,,excludingthecostof centering,shutteringfinishingandreinforcement,includingcostofadmixturesinrecommended proportionsasperIS:9103toaccelerate/retardsettingofconcrete,improveworkabilitywithout impairingstrengthanddurabilityasperdirectionoftheEngineer-in-charge.(Note:-Cementcontent consideredinthisitemis@340kg/cum.Excess/lesscementusedasperdesignmixispayable/ recoverable separately). All works above plinth level upto floor V leve

5.22.6 Steel reinforcement forR.C.C. Work including straightening,cutting,bending,placinginpositionand binding all complete up to&above plinth level. Thermo-Mechanically Treated bars.

4.12 Extra for providing and mixing waterproofing material in cement concrete work indoses byweightof cement as per manufacturer’s specification

5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for :mass concrete.

5.9.5 Centering and shuttering including strutting, propping etc. and removal of form for :for beam, lintel etc

5.9.2Centering and shuttering including strutting, propping etc. and removal of form for :for wall

5.9.3 Centering and shuttering including strutting, propping etc. and removal of form for :slab

5.9.6 Centering and shuttering including strutting, propping etc. and removal of form for : Columns

2.25Fillingavailableexcavatedearth(excludingrock)intrenches,plinth,sidesoffoundationsetc.inlayers notexceeding20cmindepth,consolidatingeachdepositedlayerbyrammingandwatering,leadupto 50 m and lift up to 1.5 m.

22.5 Providing and laying waterproofing treatment in sunken portion of WCs,bathroometc.,by applying cement slurry mixed with waterproofing cement compound consisting ofapplying:a)First layerof slurry of [email protected]/[email protected]/sqm.This layerwillbeallowedtoaircurefor4hours.b)[email protected]/sqmmixed [email protected]/sqm.Thislayerwillbeallowedtoaircurefor4 hoursfollowedwithwatercuringfor48hours.Therateincludespreparationofsurface,treatmentand sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry

13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)

13.52.2 Finishing with Epoxypaint (twoormorecoats)at all locations prepared and applied asper manufacturer's specifications including appropriate primingcoat,preparationof surface,etc. complete. On concrete work

MBBR , CLARIFER , FILTER FEED TANK, TREATED WATER TANK & FILTER FOUNDATIONS 2.6.1 Earthwork in excavation by mechanical means(Hydraulicexcavator)/manual means overareas (exceeding30cmindepth,1.5minwidthaswellas10sqmonplan)including disposal of excavated earth,lead upto 50mandlift upto1.5m,disposed earth to be levelled and neatly dressed.All kinds of soiL

4.1.6 Providing and laying in position cement concrete of specified grade excluding the cost of center in gand shuttering-All workup to plinthlevel:1:3:6(1Cement:3coarsesand:6gradedstoneaggregate40 mm nominal size).

OBS DATA BASED ON 5.37.2+5.34. 1 Providing and laying in position ready mixed M-30 grade concrete for reinforced cement concrete work,usingSulphate Resistant Cement content as per approved designmix,manufactured infully automatic batching plant and transported to site of work in transit mixer for all leads,having continuous agitated mixer,manufactured as per mix design of specified grade for reinforced cement concrete work,including pumpingof R.M.C.from transit mixer to site of laying,,excluding the cost of centering,shuttering finishing and reinforcement,including cost of admixtures in recommended proportions as perIS:9103toaccelerate/retardsettingofconcrete,improveworkabilitywithout impairingstrengthanddurabilityasperdirectionoftheEngineer-in-charge.(Note:-Cementcontent consideredinthisitemis@340kg/cum.Excess/lesscementusedasperdesignmixispayable/ recoverable separately). All works above plinth level upto floor V level

5.22.6 Steel reinforcement for R.C.C.work including straightening,cutting,bending,placing in positionand binding all complete up to&above plinth level. Thermo-Mechanically Treated bars.

4.12 Extra for providing and mixing water proofing material in cement concreteworkin doses byweightof cement as per manufacturer’s specification.

5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for :mass concrete.

5.9.2 Centering and shuttering including strutting, propping etc. and removal of form for :for wall

5.9.3 Centering and shuttering including strutting, propping etc. and removal of form for :slab

22.5 Providing and laying waterproofing treatment in sunken portion of WCs,bathroometc.,by applying cement slurry mixed withwaterproofing cement compound consisting ofapplying:a)First layer of slurry of [email protected]/sqm mixedwithwaterproofing cement [email protected]/sqm.This layer will be allowed to aircure for4hours.b)Second [email protected]/sqmmixed [email protected]/sqm.Thislayerwillbeallowedtoaircurefor4 hoursfollowedwithwatercuringfor48hours.Therateincludespreparationofsurface,treatmentand sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)

13.52.2 Finishing with Epoxy paint(twoormorecoats)at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat,preparationofsurface,etc. complete. On concrete work

MR Supplying and fixingD.I.cover withframeGradeAformanholes:450x600mmrectangularDI.cover (light duty) the weight of the cover to be not less than 30 k

SLUDGE HOLDING TANK 2.6.1 Earth work in excavation by mechanical means(Hydraulicexcavator)/manual means overareas (exceeding30cmindepth,1.5minwidthaswellas10sqmonplan)including disposal of excavated earth,lead upto 50 mandlift upto1.5m,disposed earth to be levelled and neatly dressed.All kinds of soil

2.6.1+2.26.1 Earth workin excavation by mechanical means(Hydraulicexcavator)/manualmeansoverareas (exceeding30cmindepth,1.5minwidth as well as10sqmonplan)including disposal of excavated earth,leadupto50mandliftupto2.5m,disposedearthtobelevelledandneatlydressed.All kindsof soil Extrafor every additional liftof1.5morpartthereofinexcavation/bankingexcavatedorstacked materials. All kinds of soil.

4.1.6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinthlevel:1:3:6(1Cement:3coarsesand:6gradedstone aggregate40 mm nominal size).

Providing and laying in position ready mixed M-30 grade concrete for reinforced cement concrete work, using Sulphate Resistant Cement (SRC) content as per approved design mix, manufactured infully automatic batching plant and transported to site of work in transit mixer for all leads, havingcontinuous agitated mixer, manufactured as per mix design of specified grade for reinforced cementconcrete work, including pumping of R.M.C. from transit mixer to site of laying excluding the cost ofcentering, shuttering finishing and reinforcement, including cost of admixtures in recommendedproportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability withoutimpairing strength and durability as per direction of the Engineer - in - charge. (Note :- Cement content considered in this item is @ 340 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level

5.37.1Providing and laying in position readymixed M-25gradeconcrete for reinforced cement concrete work,using cement content as per approved design mix,manufactured infullyautomatic batching plant and transported to siteofworkin transitmixerforallleads,havingcontinuousagitatedmixer, manufacturedaspermixdesignofspecifiedgradeforreinforcedcementconcretework,including pumping of R.M.C.from transit mixer tosite oflaying,,excluding the cost of centering,shuttering finishingandreinforcement,including cost of admixturesinrecommended proportions as per IS:9103 to accelerate/retard settingofconcrete,improve workabilitywithout impairing strength and durability as per directionoftheEngineer-in-charge.(Note:-Cementcontentconsideredinthisitemis@330 kg/cum.Excess/less cement used as per design mix is payable/recoverableseparately).All works upto plinth level

5.22.6 Steel reinforcement forR.C.C.work including straightening,cutting,bending,placing in positionand binding all complete up to plinth level. Thermo-Mechanically Treated bars.

4.12 Extra for providing and mixing waterproofing material incement concrete workin doses by weight of cement as per manufacturer’s specification.

5.9.1Centering and shuttering including strutting, propping etc. and removal of form for :mass concrete.

5.9.2Centering and shuttering including strutting, propping etc. and removal of form for :for wall

5.9.3 Centering and shuttering including strutting, propping etc. and removal of form for :slab

2.25 Filling available excavated earth(excludingrock)intrenches,plinth,sides of foundations etc.in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering,lead upto 50 m and lift up to 1.5 m.

22.5 Providing and laying waterproofing treatment in sunken portion of WCs,bathroometc.,by applying cement slurry mixed with waterproofing cementcompoundconsistingofapplying:a)Firstlayerof [email protected]/[email protected]/sqm.This layerwillbeallowedtoaircurefor4hours.b)[email protected]/sqmmixed [email protected]/sqm.Thislayerwillbeallowedtoaircurefor4 hoursfollowedwithwatercuringfor48hours.Therateincludespreparationofsurface,treatmentand sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)

MR Supplying and fixing D.I.coverwith frame GradeA for manholes:450x600mmrectangular DI.cover (light duty) the weight of the cover to be not less than 30

OBS Providing andfixing PVC pipes,fittings including fixing the pipewithclamp sat 1.00m spacing.This includes jointing of pipes&fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge External work-Exposed on wall-110mm dia 6Kgf/cm2-for vent pipe

OBS Providing and fixing moulded fittingfor rigid Upvc pipes including with uPVC solvent cement-110mm dia bend

Providing and fixing uPVC mouldedfittings/accessoriesforRigidPVCpipes,includingjointingwith PVC solvent cement - 110 mm dia Vent cowl

SLUDGE DRYING BED 2.8.1Earth work in excavation by mechanical means(Hydraulicexcavator)/manualmeansinfoundation trenches or drains(notexceeding1.5minwidthor10sqmonplan) including dressing of side sand ramming of bottoms,liftupto1.5m,includinggettingouttheexcavatedsoilanddisposalofsurplus excavated soil as directed, within a lead of 50 m. All kind of soils.

7.1.1Random rubble masonry with hardstone inCement mortar1:6(1cement:6coarsesand)for basementincludinglevellingupwithcementconcrete1:6:12(1cement:6coarsesand:12graded stone aggregate 20mm nominal size

4.1.8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinthlevel:1:4:8(1Cement:4coarsesand:8gradedstoneaggregate40 mm nominal size).

6.4.2 Brick work with common burnt clay F.P.S.(nonmodular)bricks of class designation 7.5 in superstructure above plinth level uptofloor V level in all shapes and sizes in:Cement mortar1:6(1 cement : 6 coarse sand)

13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)

13.44.1 Finishing walls with waterproofing cement paint of required shade:a)Newwork(Twoormorecoats applied @ 3.84 kg/10 sqm).

OBS Supplying,filling,spreading&levelingfinesandofsizerange0.8mmto1.5mminrechargepit,in requiredthicknessovergravellayer,forallleads&lifts,allcompleteasperdirectionofEngineer-incharge.

OBS Supplying,filling,spreading &leveling coarses and of size range 3mm to 6mm in recharge pit,in required thickness over gravel layer,forallleads&lifts,allcompleteasperdirectionofEngineer-incharge

23.7Supplying,filling,spreading&leveling gravels of size range 5mmto10mm,in there charge pit,over theexisting layer of boulders,inrequired thickness,forallleads&lifts,all complete as per direction of Engineer-in-charge

23.6 Supplying,filling,spreading&levelingcoarsesandofsizerange5cmto20cminrechargepit,in requiredthicknessovergravellayer,forallleads&lifts,allcompleteasperdirectionofEngineer-incharge

OBS Providing and fixing uPVC pipes,fittings including fixing the pipe with clamps at1.00 m spacing.This includes jointing of pipes&fittings with one step uPVC solvent cement and testing of joints complete asperdirectionofEngineer-in-Charge-Externalwork-Exposedonwall110mmdia10Kgf/cm2Inside Bed (Perforated)

Providing and fixing uPVC pipes,fittings including fixing the pipe with clamps at1.00m spacing.This includes jointing of pipes & fittings with onestep uPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge-External work-Exposed onwall110mmdia10Kgf/cm2Drain Pipe from SDB to Equalisation Tank

MECHANICAL ITEMS Sewage Transfer Pump Supply,erection,testing and commissioning of selfpriming,nonclog-SolidsHandling centrifugal submersible sewage transfer pump for rated continuous duty and efficiency,CIconstruction,bronze impeller,completewith3phasemotor,SSshaft,withautomaticpedestalcoupling,deliverybend, requiredwirechain,washers,SSboltsetcincludingsluicevalves,Pressuregauges,NRVswith DI/I/Pipesconnectingcommondeliverysuitableforoperationon415+/-10%volts,50HZ,ACpower supplyetc.completeinallrespectsasrequiredbythestandardspecificationscompletewithall accessories as per technical specification Capacity: 5lps Head: 10 m Power : 1.5HP

MR Filter Feed Pump Supply,erection,testingand commissioning of centrifugalpump,for rated continuous duty and efficiency CIconstruction,bronze impeller,complete with 3phase motor,FRP motorcover,pressure gauge with automatic pedestalcoupling,deliverybend,requiredwirechain,washers,SSboltsetc includingsluicevalves,Pressuregauges,NRVswithDI/I/Pipesconnectingcommondeliverysuitablefor operationon415+/-10%volts,50HZ,ACpowersupplyetc.completeinallrespectsasrequiredbythe standard specifications complete with all accessories as per technical specification Capacity: 7 m3/hr. Head: 30 m, Power 2HP

Sludge Feed Pump Supply,erection,testing and commissioning of selfpriming,nonclog-Solids Handling centrifugal pump of screw type,for ratedcontinuousdutyandefficiency,CIconstruction,bronzeimpeller,completewith 3phasemotor,SSshaft,Baseplate,FRPmotorcover,pressuregauge,deliverybend,requiredwire chain,washers,SSboltsetcincludingsluicevalves,Pressuregauges,NRVswithDI/I/Pipesconnecting commondeliverysuitableforoperationsuitableforoperationon415+/-10%volts,50HZ,ACpower supplyetc.completeinallrespectsasrequiredbythestandardspecificationsandshallsuitfollowing capacities complete with all accessories as per technical specification including all civil works Capacity: 0.8 m³/hr. Head: 10 m, Power 0.5HP

Air Blower Supply,erection,testingandcommissioningoftwinlobeairblowerforindoorapplicationcomplete withairfilter,motorof1500rpm,pressuregauges,pressurereliefvalve,acoustichood,suction silencerwithsuitableflanges,commonmotorandcompressorbaseframewithmotorbelttightening arrangementinterconnectinglinewithflangesincludingallaccessoriescompleteaspertechnical specification with capacity 60 m3/hr , pressure 0.6 kg/cm² , 5HP

Bubble Diffuser for MBBR FineBubbleDiffuserSupplyingandfixingofretrievabletypefinebubblediffusers of90mm dia,1500mm length,EPDM make withSStee1"x1",SS liftinghook8mm,SSfoundationbolt6mm,SS Cclampsuitablefor1"O.D,hose,PPRope,PPswivelnut,PPsleeve,SiliconeWasher,SShoseclamp, RCC block complete as per technical specification

Bubble Diffuser for Equalisation Tank CoarseBubbleDiffuserSupplyingandfixingofretrievabletypefinebubblediffusersof90mm dia,1500mmlength,EPDMmakewithSStee1"x1",SSliftinghook8mm,SSfoundationbolt6mm,SS Cclampsuitablefor1"O.D,hose,PPRope,PPswivelnut,PPsleeve,SiliconeWasher,SShoseclamp, RCC block complete as per technical specification

Air Grid Pipe Supplyandinstallationofairpipes(HDPE)alyintovalvesandotheracessoriesasrequiredforthe blowers to various tanks as a complete unit

MBBR Media Supplyingandfixingofnon-clogging freely moving biomass media of polypropylene construction Sp.Gravity0.93forFABRreactorwithsurfacearea450m²/m³,length16-20mm,dia22mmcomplete as per technical specification or as directed by Engineer in Charge

Pressure sand filter Supply and erection of pressures and filter verticalty pepressure vessel with MS construction operating pressureof 3.5Kg/cm²,completewith valves and filter media including graded pebble and sand,front alpiping,butteryflyvalves,internals,pressuregauges,strainers,supportingstructure,back washarrangement,etcandallotheraccessoriestestedtwicetheworkingpressure.Dia-0.9mand Height 1.8m Flow rate - 7 m³/hr

Activated Carbon Filter Supply and erection of activated carbon filter verticalty pe pressure vessel,MS construction internally and externallye poxy coated,flanged top and bottom,operating pressure of3.5Kg/cm²,complete with valves and filter media including graded pebble and sand,front alpiping,buttery flyvalves,internals, pressuregauges,strainers,supportingstructure,backwasharrangement,etcandallotheraccessories tested twice the worling pressure.Dia - 1.0m and Height 1.8m Flow rate - 7 m³/hr

Chlorine dosing system Supplying andfixing of electronic dosing pump withall wetted parts in PP construction suitable for pumping HOClsolutionincludingcostofvalve,suctionanddeliverylinesusingheavydutyPVCtubes, HDPEtankof100litrescapacity,FRPmotorcoveretc.andcompletewithallaccessories.Capacity:3050gm/hr

Electromagnetic flow meter Supply and erection of electromagnetic flowmeterwithflow recorder,digital flow indicator,flow integrator with sensors,totaliser,transmittaland display arrangements and all accessories including housingarrangements,etc.completetofixintheincomingpipelinetoSTPorattheScreenchannelas directed by the Engineer in Charge

Lifting Mechanism for Air Grid Supply,installation&commissioning of the manually operating chainpulleymechanismtoliftthe equipments from a height not less than 5m including all equipments , foundation etc

Screens Supplyingallmaterials,fabricating,fixing and commissioning of manua lSS ScreenBar of following or nearest suitable size made of flatshaving 50mmx10mm and10mm clearspace across the screen chamber channel(fixedtype)at60°inclinationincludingcostofscreengrabbucketandarrangement formanualscrappingcloggedmaterialsasperdrawings,tenderspecificationsandasdirectedby Engineer in Charge

SS Gate Supplying all materials,fabricating,fixing and commissioning of spindle operated openchannel gates/shuttertosuitthechannelsizesasperdrawings,tenderspecificationsandasdirectedby Engineer in Charge

High Pressure Jet Pump Supply,installation,testingandcommissioningportabletypeHighPressurejetpumpwith2HPMotor, 80barPressure,1450rpm220V50Hzforcleaningtheplantandmachinerieswith20mlengthflexible hose

Wheel Barrow Supply of three wheel type wheel barrow of capcity 100ltrs

Portable Hoist - 500kg Monkey type Hoist with capacity upto 500kg, with lifting height of 6m, 5HP Motor, 415V 50Hz

10.26.3 Providing and fixingh and rail of approved size by welding etc.to steel ladde rrailing,balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. GI Pipes

Painting G.I.pipes and fittings with synthetic enamel white paint with twocoats over areadymixed priming coat, both of approved quality for new work : 40 mm diameter pipe.

Aluminium Ladder Supply, Installation of aluminium ladders for MBBR & Clarifier outside walls

ELECTRICAL WORKS Control Panel Design,manufacture,supply,install and commissioning of composite controlpanel(indoortype)for the above pumpsets alongwith all controls,indications,(with all necessary equipments and materials) for inclue opeartion of all pumps,blowerset cinauto aswellasinManualmodeasperthe specifications and as directed by Engineer in charge

WIRING & ACCESSORIES Wiring for lightpoint/fan point/exhaust fanpoint/callbellpoint with1.5sq.mm FRLSPVC insulated copper conductor singlecore cable in surface/recessed steel conduit,with modular switch,modular plate,suitable GIbo xand earthing the pointwith1.5sq.mmFRLSPVCinsulated copperconductor single core cable etc. as required. Group C

Wiringfor light/power plugwith4X4sq.mm FRLSPVC insulated copper conductor single core cable in surface/recessed steel conduit alongwith2Nos.4sq.mmFRLSPVCinsulated copper conductor single core cable for loop earthing as required

1.6 Circuitwiring-Wiring for circuit/submain wiring alongwithearth wire with the following sizes of FRLS PVC insulated copper conductor,single corecable in surface/recessed mediumclassPVCconduitas required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire

1.7.2Circuitwiring-Wiring for circuit/submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor,singlecore cable insurface/recessed medium class PVC conduitas required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

1.7.3 Circuitwiring-Wiring for circuit/submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor,singlecore cable insurface/recessed medium classPVC conduitas required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire

1.17.31 Circuitwiring-Supplying and drawing following sizes of FRLS PVC insulated copper conductor,single core cable in the existing surface/ recessed steel/ PVC conduit as required. 4 x 6 sq.mm

1.31 Supplying and fixing suitable size Gibox with modular plate and cover infront on surface or in recess, including providing and fixing 6pin5/6&15/16ampsmodularsocketoutletand15/16ampsmodular switch, connection etc. as required

1.32Supplying and fixing suitable size GIbox with modular plate and cover infront onsurface or in recess, including providing and fixing 3pin5/6amp smodular socket outlet and5/6amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings).

2.4.3 MCB & MCB DISTRIBUTION BOARD Supplying and fixing followingway,horizontal type three pole and neutral,sheetsteel,MCB distribution board,415V,on surface/recess,complete withtinned copper busbar,neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/ Isolator)

LIGHT FIXTURES & FAN Supply & Installation of indoor decorative surface mountable fluorescent lightfixture,including supply of 4no17Wled,electronic ballast,lampholder,prewired complete with all necessary accessories as required (Philips 31110 LED Ceiling Surface Light or equivalent approved make).

Supply & Installation of Outdoor decorative surface mountable fluorescentlight fixture,including supply of 2no50 Wled,electronic ballast,lampholder,pre wiredcomplete withall necessary accessories as required

Supply of 8" Crompton Make 3leaf decorative Ceiling Fan for the Plant Room

1.45 nstallation,testing and commissioning of ceilingfan,including wiring the downrods of standard length(upto30cm)with1.5sq.mmFRLSPVC insulated,copperconductor,single corecable,including providing and fixing phenolic laminated sheet cover on the fan box etc. as required

1.25 Supplying and fixing two modules tepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required

1.49 Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required.

EARTHING AND SAFETY EQUIPMENTS Earthing withG.I.earthpipe4.5meterlong,40mm dia including accessories,and providing masonry enclosure with cover plate having locking arrangement and watering pipeetc.with charcoal/coke and salt as required

Supply,Installing,Testing and Commissioning of 15KVA 3phase Diesel Generator 415V50Hz,20.5HP, with AutoMain Failure(AMF)Panel,Bye pass change overswitch.(KirloskarEngine-HA294G1or apporoved make of above quality)

STP PIPING WORKS. Providing and laying Double Flanged(Screwed/Welded)Centrifugally (Spun)DuctileIron PipesofClass K - 9 conforming to IS: 8329 : 200 mm dia Ductile Iron Double Flanged

Providing and laying Double Flanged(Screwed/Welded)Centrifugally(Spun)Ductile Iron PipesofClass K - 9 conforming to IS: 8329 : 150 mm dia Ductile Iron Double Flanged

Providing and fixing uPVC pipes,fittings including fixing the pipe with clamps at1.00mspacing.This includes jointing of pipes&fittingswithonestepuPVCsolventcementandtestingofjointscomplete as per direction of Engineer-in-Charge - External work - Exposed on wall 25mm dia 10Kgf/cm2

Providing and fixing uPVC pipes,fittings including fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes&fittingswith one step uPVC solvent cement and testing o fjointscomplete as per direction of Engineer-in-Charge - External work - Exposed on wall 50mm dia 10Kgf/cm2

Providing and fixing uPVCpipes,fittings including fixing the pipe with clamps at1.00m spacing.This includes jointing of pipes&fittings withone step uPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge - External work - Exposed on wall 63mm dia 10Kgf/cm2

Providing and fixing uPVC pipes,fittings including fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes&fittings with one step uPVC solven tcement and testing of joints complete as per direction of Engineer-in-Charge - External work - Exposed on wall 75mm dia 10Kgf/cm2

Providing and fixing uPVC pipes,fittings including fixing the pipewith clamps at1.00m spacing.This includes jointing of pipes&fittings withonestep uPVCsolventcementandtestingofjointscomplete as per direction of Engineer-in-Charge - External work - Exposed on wall 90mm dia 10Kgf/cm2

Providing and fixing moulded fitting for rigid uPVC pipes including with uPVC solvent cement -Elbow. 63mm

Providing and fixing moulded fitting for rigid uPVC pipes including with uPVC solvent cement -Bend 63mm

Providing and fixing moulded fitting for rigid uPVC pipes including with uPVC solvent cement - Tee 63mm

Providing and laying D.I.Specials of ClassK-12suitablefor mechanical jointing as perIS:9523-Upto 600mm dia

Treated Water Pump Supplying and fixing of mono flo rcentrifugalpump,forrated continuous duty and best efficiency CI construction,CIimpeller,completewith3phase motor,FRPmotorcover,pressure gauge,operation on415+/-10%volts,50HZ,ACpower supply etc including sluice valves,Pressure gauges,NRVs with DI/I/Pipes connecting common delivery suitable for complete in all respects as required by the standard specifications and shall suit following capacities complete with all accessories as per technical specification Capacity : 20 m³/hr. Head : 25m, Power : 1.5HP

10KLH Ultrafiltration Plant (Optional) Supply,Installation,Testing and commissioning of 5000LPH Ultrafiltration plant inlcuding all feeder pumps&Backwashpumps(makeGrundfosorequivalent),allnecessarypumpfoundations,roofingfor theplantwithGIsheet,withfullautomatedPLprogrammingforthefunctioningoftheplantorasper thetechnicalspecificationsorasdirectedbyEngineer-inCharge.(Filtemembraneshallbeofhigh quality made Hitech or equivalent

Landscaping & Horticulture Works Landscaping&Horticulture works depends on the site condition and the design approved bythe Engineer in Charge

Fencing Works Fencing of the Compound for preventing the tress pass in gofthe common people using GI Mesh and Pillars using GI Pipe Supports or as directed by the Engineer in Charge

Portable Toilet PortableToilet ofSintex made or higher,with standard size including western closet,250ltr in built watertank,allpiping and electrical connections including the outletline tothecollectionsumpand foundations.

STEEL GATE FOR BOUNDARY Supply,Installation,Testing and commissioning of one steel gate of approved design made by the Engineer in Charge at the entry of the Plant area

10m³/hr Ultra Violet Treatment System Supply,Installation,Testing and commissioning of10000LPH Ultraviolettreatment plant of SS316 gradesteel body and chamberwithminimum 2nos of UVlampswithout over heating for complete destruction of pathogens and perfectly sealed t oavoid UV Exposure.The unitshallbecompact,easyto assembleanddeassemble.(SystemshallbeofhighqualitymadeAquafineorequivalent).Rate includesallitemsofUVtreatmentsystem.Clientshallprovideonlynecessarypowerarragments.Feed Water Quality shall be that of MBBR treated water. (Secondary treated

BIOGAS PLANT - 300Kg/Day Supply,Installation,Testingand commissioning of Portable Biogas Plant Eithe rmade by RCCorby the Prefabricated material,preferably modulaar type having the capacity to hold 500kg ofsolid waste per day with an average efficiency of 15hours of methane gasgenerationwithoufail including all inlet outlet connections and as per the direction of the Engineer in Charge

Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using

Brick work in C.M 1:5 mix using 2nd class ground moulded chamber burnt bricks with including cost