Tender For Water Supply Scheme For Augmentation And Rehabilitation Of Uwss Ajmer District Ajmer Including 5 ... in India

Work Detail

Tender For Water Supply Scheme For Augmentation And Rehabilitation Of Uwss Ajmer District Ajmer Including 5 Years O And M Under Amrut 2.0 - Augmentation and Rehabilitation of UWSS Ajmer Town Under AMRUT 2.0 Sl. No. Item Description 1 Providing, lowering, laying, aligning, fixing in position and jointingin trenches Ductile Iron (DI) ISI marked K-7 grade S&s pipes as per IS: 8329-2000 (amended upto date), with internal cement mortar lining suitable for portable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes(Central and local), transportation and freight charges, stacking of pipes including cost of labour and material, special (tees bands, etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge(excluding earth work) ; with Excise Duty Exemption. Note: Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in Rm measurement of the item and shall not be paid separately. 2 100 mm 3 150 mm 4 200 mm 5 250 mm 6 300 mm 7 350 mm 8 400 mm 9 600 mm 10 800 mm 11 Providing,lowering,layingintrenches,aligning,fixinginposition and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas perIS:8329-2000(amended upto date), with internal cement mortarliningsuitableforpotable waterwithrubberring(EPDM) jointsasperIS:5382-1985includingalltaxes(Centralandlocal), transportationandfreightcharges,inspection charges,loading/ unloadingcharges, includingcostoflabourandmaterial,specials (Tee,bendetc.)satisfactoryhydraulictesting,disinfection, commissioningetc.completeaspertechnicalspecificationsand direction of Engineer-in-charge. (excluding earth work)Note :Providing andfixing ofall requisitespecials asper drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 12 200 mm 13 Providing, lowering, laying and jointing in trenches,standard lengths HDPE ISImarkedPipesasperIS-4984:1995(amended up todate) withnecessaryjointingmateriallikemechanical connectors,i.e.thread/insertjoint/quickreleasecouplerjoint/ compression fitting joint or flanged jointand specialsjointing pipe by electrofusionweldingmethod,includingalltaxes, transportationandfreightcharges,inspection charges,loading/ unloadingcharges,stackingofpipes,includingcostoflabourand material,specials(Tee,bendetc.),satisfactoryhydraulictesting, disinfection,commissioningetc.completeaspertechnical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note :Providing andfixing ofall requisitespecials asper drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 14 HDPE PE-100PN-6 15 90 mm dia 16 110 mm dia 17 Providing, lowering, laying and jointing in trenches,standard lengths HDPE ISImarkedPipesasperIS-4984:1995(amended up todate) withnecessaryjointingmateriallikemechanical connectors,i.e.thread/insertjoint/quickreleasecouplerjoint/ compression fitting joint or flanged jointand specialsjointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportationandfreightcharges,inspection charges,loading/ unloadingcharges,stackingofpipes,includingcostoflabourand material,specials(Tee,bendetc.),satisfactoryhydraulictesting, disinfection,commissioningetc.completeaspertechnical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work).Note :Providing andfixing ofall requisitespecials asper drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 18 HDPE PE-100PN-6 19 125 mm dia 20 140 mm dia 21 160 mm dia 22 180 mm dia 23 Manufacturing,supplying,lowering,layingandjointinginposition tocorrectlinespirallyweldedSAW/FabricatedMSPipehaving bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, includingalltaxes(Centralandlocal),transportationandfreight charges,inspectioncharges,loading/unloadingcharges, including costoflabourandmaterial,specials(Tee,bendetc.),fieldjoints, satisfactory hydraulic testing, disinfection, commissioning etc. completeas per technical specifications anddirection of Engineer- in-charge; (excluding earthwork, internal lining and outer coating).Note :Providing andfixing ofall requisitespecials asper drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 24 Outer dia of pipe 610 mm and thickness 25 8.8 mm 26 Outer dia of pipe 1219 mm and thickness 27 10 mm 28 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, insidelining,outsidecoating,testing and commissioningalong with pipe line as per technical specificationsand directionof Engineer-in-charge. 29 MS pipespecialsup to600mmdia (withminimum5mmthickness sheet) 30 Providing Household Tap Connectionas per technical specification and approved drawing as per relevant IS code (amended up to date) from uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP/MS saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directedwithinaleadof100meter;providing&fixingofallfitting dulyapprovedinaccordancewith specificationforpotablewater including MS/PP saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve(IS:778Mark)orballvalve(min.weight165gm) andspecials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipe PN16 SDR7.4 (IS:15801:2008) (ISI mark) and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipe with fittings inthepremisesforfixingatap/meterbox(excluding) ,inc accessories with flushing, cleaning, disinfecting and testing of pipe line completerequiredformakingofserviceconnectioncompleteinall respectincludinglabourcharges.Theservicelineshouldbelaidat least 45 cm below ground level.Note:Roadcutandrestorationisnotpartofthisitemandpaid separately. 31 Forconnectionwith20mmdiaMDPE/PPR-C pipelength upto 05 mtr. 32 Road cutting for house hold service connection in minimum trench widthwhereverroadcrossingisrequired.Roadcuttingofcement concrete,WBM, Black top etc. of all thickness shall be doneby using aconcretecuttermachinekeepingminimumtrenchwidthand restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 33 Add extra over itemno 1.21, 1.22 & 1.23 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 34 Supplying&Installing100mmdiametersealeddiaphragmbourdontype pressuregaugeofrange0to10kg. includingalljointingmaterialasperspecification with safety cover. 35 ConstructionandcommissioningofRCCINTZEtypeOverHeadServiceReservoirof followingcapacityandstagingaspertheScopeofworkandTechnicalspecifications, consisting of the following main activities: - 36 a)Topographicsurvey,preparationofsitecontourplan,conductingSBCtest andits approvalfromdepartment beforeconstruction.Submissionandapprovalofconcretemix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c)OHSRshallbeprovidedwithadequateplinthprotectionallaroundthestructureina width starting from edge of structure at GLand extending at least up to1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container.i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 37 k)Providingandfixingofhandrailingallaroundthebalcony,topdomeandstaircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m)Providingandfixingof150mmwidePVCwaterbarfortheconstructionjointsinthe container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o)Lightingarrestorconsistingofprovidingandfixingof2Nos. ofchemicalearthingand connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shallbe fixed inthe bottomdome/ slabfor connectinginlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r)Inlet,outlet,overflow,washoutpipesandvalvesarenotincludedinthiswork, provision for the same shall be taken separately. 38 Rates for RCC OHSR,SBC 18 T/sqm, SEISMIC ZONE-II & STAGING 18 M 39 300KL capacity 40 400KL capacity 41 600 KL capacity 42 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 20 M 43 300KL capacity (2 Nos) 44 400KL capacity 45 500KL capacity (2 Nos) 46 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 22 M 47 500KL capacity 48 700 KL capacity 49 Construction of RCC(Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 50 a)Topographicsurvey,preparationofsitecontourplan,conductingSBCtest andits approvalfromdepartment beforeconstruction.Submissionandapprovalofconcretemix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour andmaterialchargesincludingprovidingandfixingofaccessoriessuchasSSladder,SS manhole frame and covers, water levelindicator (floattype), SSventilator withSSscreen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g)Providingandapplyingthreecoatsofcement-basedpaintontheremainingexternal surface area of the structure. 51 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder fromroofslabtobottomSlab,insidecontainer.Providingandfixingwaterlevelindicator (Float type).i) Providing and fixing MS ladder from ground to top slab.j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l)ProvidingandfixingCI/DIpuddlecollarstheverticalwallforconnectinginlet,outlet, overflow and washout pipes of the reservoir.m)Inlet,outlet,overflow,washoutpipesandvalvesarenotincludedinthiswork, provision for the same shall be taken separately. 52 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMICZONE-2,3 & 4 53 200KL capacity 54 Construction of RCC (Dome type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: - 55 a)Topographicsurvey,preparationofsitecontourplan,conductingSBCtest andits approvalfromdepartment beforeconstruction.Submissionandapprovalofconcretemix design and water quality test report for water to be used in construction. .b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour andmaterialchargesincludingprovidingandfixingofaccessoriessuchasSSladder,SS manhole frame and covers, water levelindicator (floattype), SSventilator withSSscreen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g)Providingandapplyingthreecoatsofcement-basedpaintontheremainingexternal surface area of the structure. 56 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder fromroofslabtobottomSlab,insidecontainer.Providingandfixingwaterlevelindicator (Float type).i) Providing and fixing MS ladder from ground to top slab.j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providingandfixingof150mmwidewaterbarfortheconstructionjoints inthe container.l)ProvidingandfixingCI/DIpuddlecollarstheverticalwallforconnectinginlet,outlet, overflow and washout pipes of the reservoir.m)Inlet,outlet,overflow,washoutpipesandvalvesarenotincludedinthiswork, provision for the same shall be taken separately. 57 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMICZONE2,3 & 4 58 400 KL capacity 59 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2 & 3. 60 500 KL capacity (2 Nos) 61 900 KL capacity 62 ProvidingandfixingdoubleflangedISImarkedDI ClassK-9pipesasperIS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such asduckfootbend,bend,teeetc.providingandfixingclampsatevery3mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up toandfromvalvechamberasperdirectionofEIC,TechnicalSpecificationandScopeof work. 63 100 mm 64 150 mm 65 200 mm 66 250 mm 67 300 mm 68 350 mm 69 400 mm 70 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soilas requiredin layers not exceeding 20cm indepth including consolidatingeachdepositedlayerbyramming,wateringetc.anddisposalof surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 71 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soilas requiredin layers not exceeding 20cm indepth including consolidatingeachdepositedlayerbyramming,wateringetc.andstacking serviceable materialformeasurements anddisposalof unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: 72 Ordinary rock 73 Hard rock(blasting prohibited) 74 Dismantlingofcementconcretepavementforpipeline andchambersby mechanicalmeansusingpneumatictools,cuttingtheperipheraledgebyCC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters.Measurementfordismantledtrenchtobemade asperstandard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 75 Dismantlingofflexiblepavementforpipeline andchambersbymechanical meansusingpneumatictools,breakingtopiecesnotexceeding0.02cumin volumeandstockpilingatdesignatedlocationsanddisposalofdismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to bemade asperstandardtrenchwidthspecifiedintenderdocumentandno extra payment shall be made be made for trench width more than specified, re- handling of material/earth to complete the tasks per technical specification and scope of work. 76 Bituminous courses 77 Granular courses 78 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1Cement:3coarsesand:6gradedstoneaggregate40mmnominalsize)in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified intenderdocument andno extrapayment shallbe made be madefortrench widthmorethanspecified, completeworkaspertechnicalspecificationand scope of work. 79 Providingand laying in position cementconcrete in specified gradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 80 Plain cement concrete pavementof M-30 Grade 81 Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe linebymanualmethod,stackingofserviceable&nonserviceablematerial separately, disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid onaverage 25 mm thickbed of coarse sand and the joints to be filled with fine sand. Laying procedure oncompacted sub baseasdefined.Completejobistobeexecutedasperthedirectionsof Engineerincharge.Theratestobeinclusiveoffixingof 70percentreusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automaticstationeryhydraulicvibropressedmachine&fullcomputerized automaticbatchingplantofclassA-1asperBS:6717-2001.Tensilesplitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. VariationinDimension: Less than1.6 mmVariationinthickness: Less than 3.2 mm)Note:Ifexistingprecastblockusedmorethan70%,thanforevery1%use above 70%, deduction of 1% in cost shall be done for every 1% use above 70%. 82 100 mm thick 83 Horizontaldirectionaldrilling(bytrenchlesstechnology)ofsuitablediahole minimum1.0mtrbelownaturalgroundlevelinalltypeofsoilunderCC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the formofacoil includingexcavation,shoring/strutting,preparation,maintain the thrust and including, road dismantling, excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work, but excluding the cost of pipe line. 84 Supply laying and pushing of MS casing pipe of specified thickness approved by concerneddepartmentauthoritybytrenchlessmethodadoptinganysuitable technology below ground at required depth under running traffic condition as perHighway/Railwaystandardincludingcarryingoutsurveyworkatthejob site for determining underground cable trenches like telephone, cable, water & sanitarylinesandresistivitytestforfindingthesoilstratausingnecessary equipments for completion of works, mobilizing of machineries and specialized crewat the jobsite complete inallrespect, includingexcavationofdrivenpit andexitpit(upto3meterdepth)withproperprotectionatthesesiteswith shoringsheetsandISMB.ProvidingMScuttingedgesforfrontshieldand constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporaryworksasperdesign,drawingandmethodasperapprovedby authority specification and the direction of the Engineer.Applycorrosion,resistant,protectiononinsideandoutsideofcasingpipe as per technical specification. 85 600 mm Dia 10 mm thick casing pipe . 86 Providing, installation, testing and commissioning of Centrifugal Monoblock pumpsetconformingtoIS9079,2polemotoroperatingatsynchronised speedof3000RPMwithrequisiteMOCimpeller,primingfunnel,cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph,50HzA.C.Supply.MotorshallbeTEFCtypeandPumpsetshallbe suitableforworkingatvariousdischargeandheadrequirementsasper scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJframeblockwithsuitablefoundationboltsgroutedinC.C.foundation blocketc.completeinallrespectasper specification,scopeofworkand directionofEngineerinChargeoffollowingpowerrating,suitablefor prescribed duty conditions mentioned in TD. 87 Centrifugal Monoblock Pump set (Single Stage) 88 15.0 KW (20.0 HP) 89 Providing, installation, testing and commissioningof Submerged Centrifugal Pumpsetswithmotor4polesynchronisedspeedof1500rpm(water immersed, dry air filled, class "F" insulated TEWC motor integrally mounted on volute casing pump sets for drinking water ) 3 phase, +/- 3%, 415 volt +/- 10%,alongwithsuitablefoundation/installationdeviceandwith10mtr cable, material of construction of impeller SS, casing (volute) CI, wearing ring SS,etc.complete inallrespectasper specification,scopeofworkand directionofEngineerinChargeoffollowingpowerrating,suitablefor prescribed duty conditions mentioned in TD. 90 37 KW 91 Providing, installation, testing and commissioning of submersible dewatering pump setconforming torelevant IScodesandasperscope of work and Technical Specifications, with water proof winding. Pump shall be suitableforvariousdeliveryheadanddischargewithstainlesssteelshaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard. The pump set shall be suitable for direct coupling, with suitable suction strainer etc. completein all respect as per specification,scopeofworkanddirectionofEngineerinChargeof followingpowerrating,suitableforprescribeddutyconditions mentioned in TD. 92 0.75 KW (1.0 HP) 93 Providingandfixing atsitewithnecessarypacking, HorizontalCentrifugal Split Casting pumps with 4 poleinduction motor operating at synchronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casingandcasingring,SS316impeller,SS410Shaftandshaftsleeve, couplingguard,commonbaseplate,foundationbolts,Cementconcrete foundation etc. complete with all respect as per the specification and scope ofworkanddirectionofEngineerinChargeoffollowingrangeofduty conditions.Note: Duty condition of required pump shall also be mentioned in BoQ. 94 Discharge 20 to 30 LPS and head 31 to 40 M 95 Discharge 20 to 30 LPS and head 41 to 50 M 96 Discharge 20 to 30 LPS and head 51 to 60 M 97 Discharge 20 to 30 LPS and head 81 to 90 M 98 Discharge 31 t0 40 LPS and head 41 to 50 M 99 Discharge 41 t0 50 LPS and head 31 to 40 M 100 Discharge 51 to 60 LPS and head 81 to 90 M 101 Discharge 61 to 70 LPS and head 20 to 30 M 102 Discharge 61 to 70 LPS and head 41 to 50 M 103 Discharge 91 to 100 LPS and head 31 to 40 M 104 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 105 Manually Operated CI Sluice valve of Class PN-1.0 106 200 mm HW 107 250 mm HW 108 300 mm HW 109 350 mm with Gear 110 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valveof approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron asperIS:210-FG200,Float-StainlessSteelAISI304/IS:3444, FloatGuide- HBT1.HPOrifice- HTB2/SS,Bodyseatring-Leadedtinbronze/SS.Sealringand face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material, labour,testingandcommissioningasperTechnicalSpecificationsandasper direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 111 Class PN 1.0 112 50 mm 113 80 mm 114 Providing,lowering,aligning,fixinginpositioninpipelineatworksite,DID/F Resilientseated(softseated)SluiceValves(GateValves),Vacuumtight(bubble tight), straight and pocket less body passage of approved make of following class & diacompleteconfirmingtoBS-EN-1171/AWWAC-509andoffollowing specifications:Body & bonnet ofDuctile castiron ofgrade GGG40/GGG50as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2 1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to facedimensionsasperBS5163-89/IS14846/2000(amendeduptodate)/Din 3202F4,Stem/spindleofSSAISI316/410Electrostaticepoxypowder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thicknessof250micronsinsideandoutside,DrilledasperIS1538.Nut-Bolt confirmingtoIS:1363andIS:1367 (Galvanisedsteel)Insertionrubberofblack EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves includingall jointing& jointingmaterial, labour,testingandcommissioningalong withpipelineasperTechnicalSpecificationsandasperdirectionofEngineer-in- charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 115 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 116 100 mm dia 117 150 mm dia 118 200 mm dia 119 250 mm dia 120 300 mm dia 121 350 mm dia 122 400 mm dia 123 600 mm dia. 124 MotorizedSluiceValveswithElectricActuatorandintegralstarter ofClassPN1.0 125 250 mm dia 126 300 mm dia 127 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approvedmakeoffollowingclass&diacompleteconfirmingtoBSEN593/BS 5155/IS13095/1991amended up todateandoffollowingspecifications:Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12asperIS 1865or equivalentgrade asper IS :3896-part2-1985 and subsequentrevisions,FacetofacedimensionsasperDIN3202F4/IS13095 DrilledasperIS:1538.ElectrostaticEpoxyPowder(EP-P)/FusionBondedEpoxy (Non-Toxic&suitablefordrinkingwater)coatedwithminimumthicknessof250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene(foodgradequality)anddiscsealretainingringofSS/CS.ShaftofSS- AISI- 410/316 & shaft bearings- bronze/ PTET or Teflon with EPDM/NBR "O "ring seal,Nut-BoltconfirmingtoIS:1363andIS:1367(Galvanisedsteel)Insertion rubber of black EPDM 6mm thick. Suitable support structureas perdirections of EIC including jointing & jointing material, labour, testing and commissioning along withpipelineasperTechnicalSpecification&asperdirectionofEngineer-in- charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 128 Class PN 1.6, Manually Operated with Gear 129 300 mm dia 130 350 mm dia 131 400 mm dia 132 450 mm dia 133 500 mm dia 134 Providing,lowering,aligning,fixinginpositioninpipeline,DI doubleflanged resilient seatedDual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12asperIS1865orequivalentgradeasperIS:3896-part2-1985and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal, Nut-Bolt confirmingtoIS:1363andIS:1367(galvanisedsteel), Insertionrubberofblack EPDM6mmthick.Suitable supportstructureasperdirectionsofEIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 135 Class PN 1.6 136 100 mm dia 137 150 mm dia 138 200 mm dia 139 250 mm dia 140 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 141 100 mm dia. 142 150 mm dia. 143 200 mm dia. 144 250 mm dia. 145 300 mm dia. 146 350 mm dia. 147 400 mm dia. 148 450 mm dia. 149 500 mm dia. 150 600 mm dia. 151 Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint(FabricatedSteel) asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. 152 100 mm dia. 153 150 mm dia. 154 200 mm dia. 155 Providing, installation, testing and commissioning of following Stain less steel AISI304 Expansion bellows of 10/16 bar rating with tie rods as per technical specificationsandlayoutdrawingsincludingjointingmateriallikenuts,bolts, rubber gaskets etc. complete in all respect as per technical specification and as per direction of Engineer. 156 250 mm dia. 157 300 mm dia. 158 ConstructionofPumphouseofbrick/stonemasonryofrequiredsize suitableforinstallationofmaximum4no.Monoblockpumpsetsasper approved GA drawing, scope of work and technical specification complete workinallrespectincludingelectricalworksforlightingandfans,rain water drainage. The plinth area of pump house shall be area of measurement. 159 Construction of boundary wall of Brick/ stone masonry as per enclosed GA drawing,scopeofworkandtechnicalspecificationscompleteworkinall respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonry in CM: 1:6 section of foundation above PCC,600mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D)4.Superstructurework:StonemasonryinCM:1:6,W-300,height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5.CementmortarpointingonStone masonryandcementmortarplaster 20 mm thick on brick masonry in CM 1:6.6. Expansion joint shall be on every 30 mtr.7.OntopofwallthereshallbeCCCoping75mmthick(1:2:4)shallbe provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 160 Providingandfixingsteel,gate,gratingandgrillsmadeofangles,tees, square bars,flatsorblackpipe with holdfast andfitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 161 ConstructionofPumphouseofRCCframedstructureasperapproved standardGA,structure,electricaldrawing,scopeofworkandtechnical specificationcompleteworkinallrespectincludingelectricalworksfor indoorand outdoor lighting and fans, rain water drainage, sanitary, plumbing, monorail/ EOT crane etc for Earth quake zone II and SBC equal to or more than 7 T/sqm.Note: Standard drawings can be viewed on website https://pheddms.rajasthan.gov.in/private/public/dms_document.aspx. 162 Type I ( 72.3 Sqm) 163 Type II ( 111.34 Sqm) 164 ConstructionofRCCSluicevalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,plasticencapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications andstandard drawings and as per direction of Engineer-in-Charge. 165 For Class-A loading 166 Sluice valve chamber of size1.13m x0.85m x1.27mfor pipe size-upto100mm 167 Sluice valve chamber of size1.17m x0.95m x1.415mfor pipe size-from 125-to-150mm 168 Sluice valve chamber of size1.26m x1.185m x1.82mfor pipe size-from 200-to-300mm 169 Sluice valve chamber of size1.39m x1.43m x2.185mfor pipe size-from 350-to-450mm 170 Sluice valve chamber of size1.61m x1.75m x2.795mfor pipe size-from 500-to-700mm 171 For in-campus Valve Chambers 172 Sluice valve chamber of size1.13m x0.85m x1.225mfor pipe size-upto100mm 173 Sluice valve chamber of size1.26m x1.185m x1.76mfor pipe size-from 200-to-300mm 174 ConstructionofRCCAirvalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,Plasticencapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications andstandard drawings and as per direction of Engineer-in-Charge. 175 For Class-A loading 176 Air valve chamber of size0.9m x1m x1.71mfor air valve size-from 50 mm-to-80mm 177 SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of followingdiaandspecificationscomplete:Media:Water(Raw/ Chlorinated) ,Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/MeterTube:SS304, Electrode:SSAISI316L/ HastelloyC276/ Tantalum,Lining Material : HardRubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completelysealed(leakproof)constructionasperrequirementofIEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertorEnclosure:DieCastAluminium,PowerSupply:80-240VAC- 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart,Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parametersand totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) andIP67fortransmitter/convertor,includingSurgeArrester,ifrequired, and all materials required for making connection etc. complete in all respect as per technical specification and direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 178 EFM 150 mm 179 EFM 200 mm 180 EFM 250 mm 181 EFM 300 mm 182 EFM 400 mm 183 SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 184 BFM 150 mm 185 BFM200 mm 186 BFM 250 mm 187 BFM300 mm 188 BFM600 mm 189 Design, construction,testing and commissioning ofRapid Gravity Filter Treatment Plant including all relevant civil, electrical , mechanical,instrumentation, automization and SCADA works, chemical building and storesalongwithancillarycivilworksasdefinedinscopeofwork, technical specification and provisions of CPHEEO manuals for the following capacity . 190 Cost of 200 KLH 191 Add per KLH above 200 KLH and up to 500 KLH 192 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 193 P & F precast dense cement concrete (Vibro-pressed) drain section Block of different size as per approved drawing and design and strength as per IS code 2185 part I of grade "D" (5.00mm2) proper quality of additive/admixture like plasticizer etc. added to produce high quality and durable drain section Blocks of "L" shape "U" shape etc. as per approved design and drawing complete with fixing and joining in C.M.1:4 in proper grade and level complete in all respect including earth work and disposal of surplus earth within 0.5 Km. lead. (cost ofSteel/ welded mesh etc. shall be paid extra) 194 40mm thick 195 Granular Sub-base with Well Graded Material (Table 400-1) 196 By Mix in Place Method 197 Construction of granular sub-base by providing well graded material,spreading in uniform layers with Tractor Mount Grade ronprepared surface,mixing by mixinplace method with rotavatoratOMC,and compacting with smooth wheel roller toachievethedesired density,complete as per MoRTH Specification Clause 401. 198 For Grading II Material 199 Water Bound Macadam with Crushable Screenings 200 WBM Grading 1 201 Providing,laying,spreadingandcompactingstoneaggregatesof specific sizes to water bound macadam specificationincluding spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per MoRTH Specification Clause 404. 202 Using Crusher Broken Aggregate 203 By Mechanical Means 204 Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as perTable 500-7 premixed with bituminous binder transported to site with all leads laid over a previously prepared surface withpaver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. 205 Bitumen (VG-30) 206 SEAL COAT;-Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511 207 Bitumen (VG-30) 208 Reinforced Ferro-Cement drain covers designed for "A" class loading of size 600 x 800 mm 209 Micro Tunnelling (by trenchless technology) of suitable dia hole below natural ground level in all type of soil and pushing 1000-1200 mm dia MS pipe (ID)/ RCC pipe (OD) including excavation, shoring/ strutting, preparation, maintaining the thrust and receiving pit of depth up to 3.0 m 210 Clearing and grubbing road land including uprooting rank vegetation,grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to a lead of 50 metresfrom roadboundary including removal and disposal of top organic soil notxceeding 150 mm in thickness as directed by Engineer. 211 In area of light jungle 212 Earth work in excavation in foundation, trenches etc. includingdressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level 213 In hard rock (required blasting) including Blasting materials 214 Depth upto 1.5 m 215 Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m 216 Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 4.10.1.1 217 SITC ofUltrasonic Level Transmitter suitable for measuring water levelin reservoir, powered by solar panel with minimum 48 power back up or internal installed battery ( 5 years battery life with replacement warranty), with out put as GSM/GPRS + data logger , Sensor Material: PP, accuracy +/_ 0.2 %,as per detailed Technical specification, scope of work and direction of Engineer in charge. 218 Measuring range 0.0 to 6.0 mtr 219 Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m. 220 Providing and fixing precast cement concrete M-20 grade (Using mechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 221 Providing and fixing 50 mm dia G.I. steel pipe railing in 3 rows dulypainted on medium weight steel channels (ISMC series) 100 mm x50 mm, 1.2 metres high above ground, 2 m centre to centre,complete as per approved drawings including all material, labour 222 Bored cast-in-situ R.C.C. pile with design mix concrete usingbatching plant, transit mixer and concrete pump, excludingreinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. as per clause 1100, 1600 & 1700 of MoRT&H Specification including; all material, labour and machinery. 223 600 mm dia pile 224 RCC Grade M -30 (Design mix) 225 Providing and laying precast cement concrete M-30 Grade 100mm thick paving blocks of approved shape and size (not less than 0.20 sqm), over 100mm thick PCC M-10 Grade bedding (duly compacted) including filling of joints with cement sand mortar (1:3) complete as per drawing and specification and as approved by Engineer. 226 Providing, lowering, laying, aligning, fixing in position in pipe line Zero Velocity Valves of 600 mm dia as per IS:14845 of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer etc, complete in all respect. 227 Providing and fixing in position lightening arrester set complete with 600mmx600mmx6mmthickG.I. earthingplate embeddedbelow groundinearthlingpitat3.5metrdepth,G.I.stripofsize 25mmx5mm thick from earthing plate to top of Over head tank, G.I. FinialmadeofGIbar25mmdiaand2mlongfixedontopofOH tankandconnectedtoGIstrip.Theearthlingsetshallcomplyof IS:3043 complete in all respect as per specification and the direction of the Engineer. 228 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40mm nominal size). 229 Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : 230 Foundations, footings, bases of columns, etc. for mass concrete- pile cape 231 Centring and shuttering with plywood or steel sheet upto two stories (each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 232 Columns, Pillars, Piers, Abutments, Posts and Struts 233 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar.1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) (As per design mix) 234 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortarM-30 Grade Concrete 235 Reinforcement for R.C.C. work at all levels includingstraightening, cutting, bending, placing in position and binding all complete. Thermo- Mechanically Treated bars. (1m3=100 kg) 236 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 237 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). (As per design mix) 238 Reinforcement for R.C.C. work at all levels includingstraightening, cutting, bending, placing in position and binding all complete. Thermo- Mechanically Treated bars. (1m3=150 kg) 239 pile 240 column 241 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:including top MS plate 242 Grassing with "Doobs" grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed. (The good earth shall be paid separately) 243 In rows 15 cm apart in either direction 244 Supply and planting following species best quality container grown healthy trees of 2 mt. min. height, well established & free from disease at site in 0.90 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required. 245 Plumeria alba ( Champa) 246 Gulmohar(Delonix regia) 247 Bignonia Venusta 248 PlateEarthlingasperIS:3043withcopperEarthplateofsize 600mmx600mmx3.0mmbyembodying3to4mtr.Belowthe ground level with 25 mm dia. G.I. ‘B’ class watering Pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and C.C.finishedchambercoveredwithhingedtypewithlocking arrangementC.I.Cover,C.IFrameofsize300mmx300mm completewithalternatelayersofsaltandcoke/charcoal,testingof earth resistance as required. 249 Pipe Ear thing as per IS: 3043 with perforated 3.0 Mtr. Long, 40 mm dia.‘B’classG.I.Pipeincludingallaccessorieslikenut,bolts, reducer,nipple,wiremeshedfunnel,andC.C.finishedchamber coveredwithhingedtypewithlockingarrangementC.I.Cover,C.I. Frame of size 300mm x 300 mm and embodying the pipe complete withalternatelayerssaltandcoke/charcoal,testingofearth resistance as required. 250 S & Laying following size ‘B’ Class G.I.Pipe confirming to IS: 1239 P-1 (1990) with accessories for laying earth conductor/ strip/ cable in ground/ surface/ recess as required. 251 50 mm dia. 252 SupplyinganddrawingPVCinsulated&sheathedsolid/stranded copperconductormulticorecontrolcableISImarked(IS:1554)of 1.1kVgradeofapprovedmakeasperchapterE11,inexisting surfaceorrecessedconduit/casingcappingincludingmaking connections etc. as required. 253 4 core, 1.5 sq. mm. armoured 254 8 core, 1.5 sq. mm. armoured 255 8 core, 2.5 sq. mm. armoured 256 SupplyinganddrawingPVCinsulated&sheathedsolid/stranded copperconductormulticorecontrolcableISImarked(IS:1554)of 1.1kVgradeofapprovedmakeasperchapterE11,inexisting surfaceorrecessedconduit/casingcappingincludingmaking connections etc. as required. 257 12 CORE, 1.5 sq. mm. armoured 258 4 CORE, 1.5 sq. mm. armoured 259 Providing,Installation,TestingandCommissioningofUltrasonic LevelTransmitter:Principle:TimeofFlight/SensorMOCPP/ PowerSupply:24VDC/Output:4-20mA/Display:Integral displayforprogrammingandDisplayReading/IP66/Accuracy ±1% 260 0 - 5 Mtr. 261 Providing,Installation,TestingandCommissioningofPressure Transmitter : Range:0-10Bar / Power Supply:24 V DC / Output: 4-20mAwithHART/Diaphragm:SS316L/ProcessConnection: 1/2 "NPT (M) / Accuracy: 0.15% Protection: IP67 262 Providing,installation,testingandcommissioningofDiaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass,Overrangeprotection:125%ofmaximumpressure,Material ofsensorandotherwettedparts:SStype316,Housingmaterial: Die cast aluminum 263 Providing, installation, testing and commissioning of Diaphragm type Pressure Switches Sensing Element: Bellows / Diaphragm, Material ofsensorandotherwettedparts:SStype316,Housing:Diecast aluminum,Switchtype:Microswitch,Repeatability:±1%ofspan, Switch Contacts: 2 NO + 2 NC 264 Providing,installation,testingandcommissioningofLevelSwitch( Conductivity)ConductivityProbes,Probeinsulation:Teflon,Probe head protection class: IP 65 of IS 13947 Part I, Probe head housing material: Aluminum 265 Rigid for lengths ofup to 3 Mtr. 266 Providing, installation, testing and commissioning of ONLINE UPS SYSTEM, Single Phase 230 V, 50 Hz with 2 hour backup SMF battery bank as per specification 267 1 KVA 268 From3.3KWto7.5KWDOLStarterFeederwithMCB,Mainand AuxContactor,O/LRelay,L/RSelectorSwitch,3Indicating lamps,Start-StopPushButton,ControlMCB(Size:600(W) x400 (H) x 600 (D) 269 SITCofSoftStarterswithpanelsuppliedbymanufacturer conforming to applicable standards with logic inputs & outputs, relay outputsandanalogueoutputs,pluginI/Oconnections,displayof electricalparameters,stateofload&operatingtime,RS485serial link for connections to Modbus. 270 90KW 271 75KW 272 55KW 273 45KW 274 37KW 275 30KW 276 22KW 277 S&FofStardeltaStarterwithMCB,MainandAuxContactor,O/L Relay,L/RSelectorSwitch,3Indicatinglamps,Start-StopPush Button,ControlMCBwithpanelwithallaccessorieswithfollowing rating : 15KW 278 Design,Manufacture,Supply,Installation, TestingandCommissioningofIndoortypePLC Panelofsizeapprox.800mmX500mmX 2000mm(LBH),Fabricatedoutofmin.2mm thickCRCAsheetcompletewithlatest configuration,necessaryprogrammingsoftware forPLC&SCADAandcomprisingofall accessories not limited to the following: DI 30No. DO 26No. AI 6No. AO 2No.MCB 16A DP 2No. MCB 6A DP6No. SMPS 100-240VAC/ 4.5A / 24 VDC 1No.Selector Switch (Auto/Manual) & Local / Remote2No.Control Relays1Lot Annunciatorwith24WindowsNOtoNCType MicroprocessorBased,WindowSize75*42mm, 110VAC, with1No.Electronic Hooter1No. Control Transformer 200VA1No. Emergency STOP Push Button1No. Panel Cooling Fan & Filter2No. Panel Light with Door Switch, 7W1No. Control Indication Lamp for 24VDC, 220VAC3No. Push Button3No. Power Wiring+Control Wiring + Control TB/ Fuse 2A,TB etc1Lot PanelHardware,lugs,terminations,ferruls, name plate Ect.1Lot UTILITY SOCKET 16A, 3 PIN2No. HMI Display 10 Inch, Colour1No. Isolators Dual Output, 24VDC1Lot 279 SITCofIntelligentManageableEthernetSwitchesproviding24x 10/100/1000FastEthernetports-and2dualpurposeuplink (provisionforCopper/FibreGigaconnectivity)withLANbased Software.TheLANbasedS/Wsupportsenhancedintegrated security,includingNetworkAdmissionControl(NAC),advanced qualityofservice(QoS),availabilityandscalablemanagementto enable new converged applications 280 Providing & Fixing of IK07 IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum LM6/ ADC12 material with heat dissipation fins on housing with UV stabilized PC/Toughened Glass cover (UV stablzation report submitted for UV cover ) and secondary lens on each LED & should be SMD type . The System level Luminaire efficacy >=120 lm/ wt with High Power LEDs is to be used and potted driver must be potted & has a unique BIS number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety ,Input Frequency 50Hz±3% Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <1000mA shown in LM79 report. The luminaire shall be BIS certified and T.C. certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened, color Rendering Index >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Compliant. All as per pre approved by Engineer in-charge. 281 LED Street Light fixture 30 Watt 282 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kAbreakingcapacity(B/C/Dtrippingcharacteristicaspertypeof loadandsiterequirement)4KVimpulsewithstandvoltage,ISI markedIS8828(1996)/conformingtoIEC60898-12002,IEC 60947-2,lowwattlosses,tripfreemechanisum,energylimitingofclass3asperIEC,minimumphaseterminationcapacityof 35sq.mm. , conductor line load reversibility , IP 20 contact protection andfittedinexistingdistributionboard/sheets,minimumelectrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A&aboveratingincludingmakingconnections,testingetc.as required. OEM shall have submitNABL / CPRI / ERDA accrediated labtypetestreports&AllasperpreapprovedbyEngineerin-charge.Foradditionaltechnicalparametersofproduct/workrefer Annexure "A" attached with this BSR 283 Triple pole MCB(With B/C curve trippingCharacteristics), 6 A to 32 A rating 284 50/63 A rating 285 125 A rating 286 Four pole MCB (With B/C curve tripping Characteristics), 6 A to 32 A rating 287 Double pole MCB(With B/C curve tripping Characteristics) , 6 A to 32 A rating 288 SITC of IP-42 and general construction confirming to IS:8623 : 1993, wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel as specifications and Other parameters required as per point (a) ,(b), (c),(d), (e), (f), (g), (h) as below:-(a)Thickness of CRCA sheet shall be 2.0 mm, cable alley compartments having concealed hinged type doors with key type lock with / without detachable extension type structure. Removable 3 mm. thick sheet steel gland plates with appropriate size of knockouts for cables shall be provided(b)complete panel shall undergo a process of degreasing, Water rinsing, Activation, derusting, pickling in acid bath, phosphatising & shall be subjected to nine tank process and then Powder coated with approved shade of minimum 70 microns on both side of panel. The panel having PE foam/ Neoprene rubber gasket of not less than 3mm thickness ,required hardware , concealed hinged door with key type locking arrangement for equipment/switchgear earthed with 2.5 sq.mm braided copper wire.[c) Interconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper wires (up to 63 amp ) and by solid bus bar (>63 amp ) . control wiring will be carried out with 1.5 Sq.mm, Earth wire with 2.5 Sq.mm and CT with 2.5 sq.mm flexible copper wire only. All joints / interconnections of copper bus bar shall be dully tinned . Clearance between main bus bar and risers / metal parts shall be at least 10 mm additional to width of bus bar Bus bar is insulated by Heat Shrinkable sleeves . Earth and Neutral bus bar shall be half of the size of phase bus bar. ( Cost of Bus bar / Flexible wire for Interconnection between Main busbar and Switchgear is to be Paid Extra )(d)Wiring between components within switchgear and Incoming / outgoing cable shall be done through the terminal block only. Direct connection shall not be permitted. Each terminal block shall be one piece moulded, barrier type, 650 volt grade, complete with washers, heads, studs with two nuts and identification strips and shall have adequate continuous current rating. For tap-offs, adjacent terminals with shorting strips shall be used. 10% Spare terminal blocks shall be provided. Wire identification on marking strip shall correspond to the designation of the wiring diagrams. All wire terminals on the equipment shall also be marked with designation corresponding to those of the wiring diagram.(e)All wiring shall be enclosed in plastic channels and neatly bunched and closed in metering chamber, Wiring between terminals of various devices shall be ‘point to point’ (no wire splitting or tee connections) with wires neatly trucked along the back of the panels, adequately supported to prevent sagging.(f)Floor mounted panel shall be mounted on Base frame of ISMC channel size 100 x 50 x 5 mm ( to be paid Extra )(g) Tests: The insulation resistance (with 1000 V Megger) and High voltage Power frequency test (by applying a voltage of 2.5KV for one minute) shall be measured between phases, between phase and neutral and between phase and earth. both before and after high voltage power frequency test. The insulation resistance shall not be less than three megaohm. CT Secondary current injection test shall also be carried out.(h) only outer surface area on all sides shall be measured & panel to be fabricated only from CPRI approved fabricator only (CPRI Test certificates to be submitted)All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR. 289 SupplyingandfixingofAluminium(IEC60105ISO209-1,2)/ Copper (IEC 60028) bus bar by means of SMC / DMC type insulatorwithstandardshortcircuitwithstandcapacity,hightensilenuts and bolts spring washers in existing panel including bending , cutting inrequiredshapeandsizeandcolourcodingwithheatshrinkable PVCsleeves.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . 290 Electrolytic grade Aluminium bus bar 6010 grade 291 Providing & Fixing of IS: 13875 & IEC :61326 confirming LED Digital type(up to 500) V range Volt meter / Direct- Ammeter /CT oertated ammeter/Frequencymeter/KWHmeter/MultiFunctionMeter/ Power analyzer of class 1 accuracyas per IS : 1248 of size 96mm x 96mmincludingmakingconnectionbyPVCinsulatedcopper conductorwithPVCsleeves/channeletc.asrequired.Allasper preapprovedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexure"A"attachedwith this BSR . 292 Three phase with universal Auxiliary supply + AMP + HZ + PF + KW +KVA+KVAR+KVARH+KWH+DUALENERGY+ ENERGY+THD-I, THD-V & RUN HRS + MD with RS485 293 Providing&FixingofBISapprovedCurrentTransformerasper PWD specification for electrical Works ,ISI marked as perIS 2705-1992/conformingtoIEC60044-1,withsecondaryterminalofCT shallbebroughtoutsuitabletoaterminalblockwhichshallbe easieraccessiblefortestingandterminalconnection,withall necessarysupportinexistingpanelincludingconnectionetc.as requiredCurrenttransformerRingTypeTapeWound/ResinCast Wound as per IS 16227 with, Accuracy Cl, CT ratio and burden as specified.ISF<=5,Cucrosssectionofsecondarywire1.5sqmm (minimum),includingallnecessarysupportinexistingpanel includingconnectionetc.asrequired.Allasperpreapprovedby Engineerin-charge.AllasperpreapprovedbyEngineerin-charge. Foradditionaltechnicalparametersofproducts/work,refer Annexure "A" attached with this BSR . 294 Resin cast wound type CT 295 C T Class 1, Ratio upto 150/5, Burden 5 VA 296 C T Class 1, Ratio 400/5 to 1200/5, Burden 15 VA 297 Providing & Fixing ofCam operated rotary (Auto/manual) switches onexistingpanelwith2wayandoffpositionusinghighgrade engineeringmaterialtointernationalstandardswithcamassemblyinsulationofglassfilledpolyamidewithhightrackingindex.For reliable and stable electrical and mechanical endurance double butt contactswithsilverbi-metaloncoppershouldprovidedcontact assemblyis of operating temp range-25 degree C to55 degree C, frequency upto 10 KHz. switch life under std. op. conditions shall be mechanicallyminimum50000operations@300cycles/hourand electrically10,000operationsat100%rateddutyfor100cycles/ hourincludingmakingconnectionetc.asrequired.Allasperpre approved by Engineer in-charge. For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . 298 10 AMP 299 16AMP 300 Providing & Fixing of110/220 V, unibody LED Indicatinglamp IEC 60947withintegralcircuit,IP65abovepanel&IP20terminal block,Approx.bodydiaforpanelnot lessthen20mm,lengthmin. 50mm, front LED cover dia min.29 mm, contact material phospher bronze for Led, PCB contacts shall be ofbrass (tin plated), impulsedielectric tested for 2.5 KV, Rated insulation resistance shall be 100 M ohm at 500VDCincluding connection etc. as required.All as per preapprovedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexure"A"attachedwith this BSR . 301 Red/yellow/Green 302 Blue/ white Colour 303 Red/Green 304 Providing&FixingofflushheadpushbuttonactuatorsIEC60947withintegralcircuit,IP65abovepanel&IP20terminalblock, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min.29 mm, contact material phospher bronze forLed,PCBcontactsshallbeofbrass(tinplated),impulsedielectrictestedfor2.5KV,includingconnectionetc.asrequired.AllasperpreapprovedbyEngineerin-charge.Foradditional technicalparametersofproducts/work,referAnnexure"A" attached with this BSR 305 Non luminous type 306 Providing & Fixing of Electricalinsulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 /2006 withonesideantiskidabberationmarksandpastingthe matwithsyntheticrubberadhesiveasrequired.Allasperpre approved by Engineer in-charge. For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . 307 11 KV,Class B 2.5 mm thick with proof voltage 22 KV AC (rms) and Break Down Voltage45 KV AC (rms) 308 Providing&FixingofselfhealingIP20MPPtypeshuntcapacitor (banks) conforming to IS:13340-41 /IEC :831-1&2 OR IEC : 60831-1&2inexistingpanelorparallelwithloadterminals,thecapacitor shallbefittedwithdischargeresistors,pressuresensitive disconnector(PSD)andshallhavedissipationfactorlessthan 0.0025 at 50 Hz, Operating loss less than 0.30 Watt per KVAR. Min overcurrentcapacity1.8timesratedcurrent&peakinrushcurrent min.300timesofratedcurrent,llifeexpectancygreaterthan 100000hrs(tempclass-25D)in440V/480VCapacitorandfor 525 V should life expectancy minimum 1,65,000 hrs (temp class - 25 D)including making connections, testing etc. as required.All as per preapprovedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexure"A"attachedwith this BSR . 309 HeavydutyThreephase440V,50Hzcylindricaltypecapacitor (Bank) 310 Providing& Fixing of IP54 microprocessor based 3CT’s for all 3 phasesensingcompensationpowerfactorcorrectionrelaySize 139mm x 139 mm, Operating Voltage 415/440 V, IEC / EN 61000-6-(2&4)having3CTsensing,sensitivityupto50milliamp secondarycurrent,selfanalysingautoc/ksettingaccordingto targeted power factor setting, the relay shall have digit displayunit fordisplayofrealpowerfactor,targetedpowerfactor,lag/lead capacitorswitchingstatus,alarmoutputforundercurrent,over current, insufficient compensation, communication interface with RS 485,indication of switching onunits, auto/manual status, and shall haveoverloadprotection,novoltrelease,havingmultiparameter like KW, KVA, KVAR, RMS Value, step switching time 2 sec to 1800 sec. Lead & Lag parameters, metering facility and3 no. Class- 0.5 Cast ResinCT ( refer CT specs in this chapter )for sensing the relay includingmakingcoonectionwith1.5Sq.mmcopperwireetc.as required.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . 311 6 to 8 stage 312 12 to 14 stage 313 Providing&Fixingof440Volt3polecapacitor(AC6B)duty contactor with 3 no. early make and post break auxiliary contacts in serieswithquickdischargedampingresistors/reactorstolimitthe inrush current as per PWD specification for electrical Works,IS/IEC 60947-4-1:2000,insulationvoltage1000V,impulsewithstand voltage8KV,Dinrailmountingtypeincludingmakingconnections, testingetc.asrequired.suitableforfollowingcapacitycapacitor bank.All as per pre approved by Engineer in-charge. For additional technicalparametersofproducts/work,referAnnexure"A" attached with this BSR . 314 up to 6 KVAR 315 10 KVAR 316 15 KVAR 317 25 KVAR 318 50 KVAR 319 SITCof3/4polecurrentlimitingMouldedcasecircuitbreaker (MCCB)madeofflameretardent&heatresistantmaterialhaving followingcurrentrating,shortcircuitbreakingcapacityat440/415 V,50Hz;O/L&S/Csettings,conformingtoIS/IEC60947P-2 :2003withfrontfaceandcentralisedadjustable,tripfree mechanisum,truecontactpositionindicator,lineload interchangeability, designed for both horizontal&vertical mounting withoutanyadverseeffectonelectricalperformance,suitablefor operationupto55degreeandwithoutderatingupto40degree,pollution degree 3, having positive isolation capability, push(test) totrip,triptimelessthen10msunders/ccondition,Breaking capacity Ics = 100% ICU. U imp =8 KV, rated insulation voltage690 V.provision for UVR , shunt trip , earth fault trip, door interlock, pad lock&rotaryhandle,includingmakingconnectionsetc.as required.OEM shall have submitNABL / CPRI / ERDA accrediated lab type test certificate before execution All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure "A" attached with this BSR 320 400 Amp , 35 kA, adjustable O/L & adjustable S/C setting, 321 Extended Rotary Handle 322 Mechanical Interlocking kit 323 Auxiliary + Trip alarm contact 324 Spreaders for 400A, 4 Pole MCCB 325 Providing&LayingP.V.C./XLPEinsulated&P.V.C.sheathed ArrmouredAluminiumcable confirming to IS:1554 P-I / IS :7098 P - Iof1.1KVwithH4-Gradeelectrolyticaluminiumconductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831in existing RCC /Hume/Stoneware/PVCpipe/openduct/cabletrench/Cable tray(withcabletie)includingtestingetc.asrequiredoffollowing size.OEMmusthaveit"sowninhouseNABLaccrediated LaboratoryfortestingprocedureasperIS:10810.Foradditional technicalparametersofproduct/workreferAnnexure"A"attached with this BSR 326 300 SQMM,3.5 CORE 327 120 SQMM,3.5 CORE 328 95 SQMM, 3.5 CORE 329 50 SQMM, 3 CORE 330 35 SQMM, 3 CORE 331 25 SQMM, 3 CORE 332 16 SQMM, 3 CORE 333 4.0 SQMM, 3 CORE 334 Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathednarmoured Copper cable confirming to IS:1554 P-I / IS :7098 P - I of1.1 KV with electrolytic grade Copper made of copper rods confirming to IS 613-1964, of purity >99.7 %, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) includng testing etc. as required of following size. OEM must have it"s own in house NABL accrediated Laboratory for testing procedure as per IS:10810 For additional technical parameters of product / work refer Annexure "A" attached with this BSR 335 2.5 Sq. mm 336 2 core 337 Supply,Fabricating&installingfollowingsizesofperforatedHot dippedGalvanizedironcabletray(Galvanizedthicknessnotless then 50 microns) with perforation not more then 17.5% in convenient sectionincludinghorizontalandverticalbends,reducerstees,cross membersandotheraccessoriesasrequiredanddulysuspended fromtheceilingwithGIsuspendersincludingGIbolts&nuts, fastners,supportsetc.asrequired.Allasperpreapprovedby Engineer in-charge. For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . 338 100mm x 50mm x 1.6mm 339 150mm x 50mm x 1.6mm 340 Providing & Laying XLPE insulated three core ArmouredAluminiumcable for working voltage 11 K.V.(E) confirming IS :7098 P - 2withH4-GradeelectrolyticaluminiumconductorconfirmingtoIS:8130 class-2ofpurity>99.6%,InsulationScreening:Extruded SemiconductingCompoundfollowedbyhelicallywrappedCopper Tape,round/flatstriparmouringofcables,Inner/outersheath PVCtypeST-2confirmingtoIS:5831inexistingRCC/Hume/ Stoneware / PVC pipe/ open duct/cable trench / Cable tray includingtesting etc. as required of following size. OEM must have it"s own in houseNABLaccrediatedLaboratoryfortestingprocedureasper IS:10810AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . 341 3 core 95.0 Sq.mm 342 Providing&makingheatshrinkabletypeindoor/outdoor/straight through terminations/ joint kitsuitable for11 KV / 33 KV (Earthed) cable with required components, prepration of cable ends. Type test reportshouldbeasperIS13573:2011whichcoveredallsequence fortable2forterminationkitandtable3forstreightthroughjoint inclusive thermal & dynamic short circuittest, humiditytest, soil fog test.CrosslinkingshallbedoneoutsidefactorywithE-beam/ peroxidetechnology.ExtrusionprocessshallbeinhouseOEM withinsamevicinity.includingtestingetc.asrequiredoffollowing sizes. All as per pre approved by Engineer in-charge. For additional technicalparametersofproducts/work,referAnnexure"A" attached with this BSR . 343 3 core 50/70/95 Sq.mm - 11 KV End Termination Kit Indoor type 344 3 core 50/70/95 Sq.mm - 11 KV End Termination Kit Outdoor type 345 Supply&Layingfollowingsizeearthstripinhorizontalorvertical runinsurfacebymeansofEarthstripDMCInsulatorincluding riveting/soldering/welding,Jointingshallbedonebyoverlapping andwith2setofBrass(forCustrip)/GI(forGIStrip)nutbolt& springwasherspacedat50cmmakingconnectionetc.as required.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . 346 25mm x 6mm G.I. ( Hot Dipped) Strip 347 32mm x6mm G.I. ( Hot Dipped) Strip 348 50mm x 6mm G.I. ( Hot Dipped) Strip 349 SupplyanderectionofGalvanizedIronpolewith galvanizingdone insingledipping(AveragecoatingthicknessMinimum65Microns) continuouslytaperedpoleshavingOctagonal/Circularcross-sectionsdesignedtowithstandthemaximumwindspeedasperIS 875,Thepoleshaftshallbemadefromsheetsteel(HTSteel ConformingtogradeS355JO)andconfirmingtoBSEN10025and shall be continuously tapered with single longitudinal welding. There shallnotbeanycircumferentialwelding.Theweldingofpoleshaft shallbedonebySubmergedArcWelding(SAW)process.pole shaftsshallbeprovidedwiththerigidflangeplateofsuitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to thepoleshaftattwolocationsi.e.frominsideandoutside.The octagonalPolesshallhavelockabledoorofapproximate500mm length at the elevation of 500 mmfrom the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) insidethepoleatdooropeningforcableconnectionoffollowing lengthanddimensionaspertableP-01withbaseplateand foundationboltontheExistingcementconcretefoundation.Allas perpreapprovedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexure"A"attachedwith this BSR . 350 7 Mtr., Poles with Octagonal Cross Section 351 SupplyandFixingofPoleOEMfabricatedhotdippedgalvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved by Engineer in-charge.Foradditionaltechnicalparametersofproducts/work, refer Annexure "A" attached with this BSR . 352 Single arm overhang 353 ProvidingandLayingRCCFoundationforOctagonal/Conical StreetLight poles, High mast Poles as per Drawingattach at TableP-4withFollowingProcedure&Allasperpreapprovedby Engineer in-charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . A)ExcavationofPitforFoundationSizeuptorequireddepthfrom Ground levelB)DressingofPitandDrystonepitching200mmthickincluding supply of stones and preparing surface complete. C) Providing and laying in position cement concrete of M-10 grade of 75 mm thickness D)ReinforcementforR.C.C.workwithTMTbarsincluding straightening,cutting,bending,placinginpositionandbindingall complete. E)Centringandshutteringincludingstrutting,proppingetc.and removal of form work for Footing and Pedestal F)Providing&Fixingof2no.RequiredSizePLBHDPEPipe& Foundation Bolt with template as per OEM Recommendations. G) Providing and LayingReinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days. H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face. 354 Pole Foundation for Octagonal pole from 7 Mtr. To 9 Mtr. 355 Providing&FixingofIK08,IP66protectedLEDStreetLight Luminaireonexistingbracket/pole.Fixturemadeofpowdercoated singlepiecepressurediecastaluminummaterialwithheat dissipationfinsonhousingwithUVstabilizedPC(UVstablization reportsubmittedforUVcover)/ToughenedGlasscoverand secondarylensoneachLED&shouldbeSMDtypeof3to5watt each . The System efficacy >=125 lm/ wt and potted driver& has a unique BIS R number withInput Voltage AC 120 to 270 V AC with HighvoltageCutoff@>=300VACandAutoresettingSafety, Power Factor >0.95 driverEfficiency >85%,THD(I) <10%Humidity 10% to 90% RH Working Temp -5C to 45C .driver current <750mA. TheluminaireshallbeBIScertifiedandTrademarkcertified.Life ExpectancyEqualormorethan50000burninghrswithMinimum 70%lumenmaintened,CRI>70andCCT5700K+355K.Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside drivercompartment.drivershouldbePhasetophaseprotectionof 440Vfor4Hrs.ManufacturesWordMark/Name Engraved/Embossingondiecasthousingtoallow traceability/authenticity.FixtureshallbeASPERIS10322 Complianced.OEMMusthaveitsowninhouseNABLlabsetupfor alltestingfacilitiesforLEDfixtures.(LM79/LM80)Certificate/ report with liable warranty of product/accessories from OEM shall be submitted.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . 356 LED Street Light fixture with Minimum lumen output 8700 lm 357 Providing&FixingofIP-65protectedimpactresistant polycarbonate/Polystereneenclosureswithknockoutforcable entry/outincludingfixingwithnut,bolt,fatneretcasrequired complete in all respect of following sizes.All as per pre approved by Engineer in-charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . 358 180 x 180 x 91 mm 359 Providing&FixingofStreetlightbracketmadeoutfromfollowing size of " B " class , Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with heavy duty pole clamp, Saddles suitable fastners etc. asrequired.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . 360 32 mm Dia. 361 Providing&FixingofIK08IP-66protectedhighpowerLEDflood lightsystemwithsinglepiecePressurediecastaluminiumhousing, toughenedglassdiffuserwithsuitablelensesonLEDtoachieve variousbeamangles,ofhighpowerLEDof3to5watteach. Integrated potted driver as a unique BIS R numberhaving efficiency more than 85 % and in compliance to BIS certified and Trade markcertificate.TheSystemlevelLuminaireefficacy>=125lm/wt.LED driverInputVoltageAC120to270VACwithHighvoltageCutoff @>=300VACandAutoresettingSafety.PowerFactor>0.95, THD(I)<10%,drivercurrent<=750mA.drivershouldbePhaseto phaseprotectionof440Vfor4Hrs.ElectricalConnector,Surge ProtectionMin>=4KVinternaland10KVexternalbutinsidedriver compartment, System life of 50000 Burning hours with 70% of Initial Lumensmaintained,CRI>70andCCT5700K±355K.ManufacturesWordMark/NameEngraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shallbeIS10322Complianced.OEMMusthaveitsowninhouse NABLlabsetupforalltestingfacilitiesforLEDfixtures.(LM79/LM80)Certificate/reportwithliablewarrantyof product/accessoriesfromOEMshallbesubmitted.Allasperpre approvedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexure"A"attachedwith this BSR . 362 High Power LED Flood Light Minimum lumen output 10000 lm 363 Providing & Fixing of Street light bracket made out from followingsize of " B " class , Medium class G.I. Pipe confirming to IS : 1239 P -1 ( 2004 ) with heavy duty pole clamp, Saddles suitable fastners etc.as required. All as per pre approved by Engineer in-charge. Foradditional technical parameters of products/ work , refer Annexure"A" attached with this BSR . 364 20 mm Dia 365 Heavy Duty AL & CU Lugs,Double Compression Cable Gland with Nickel Plated, Cable Tie, Cable Tags, GI Nut- Bolts-Washers, Anchor Fastners, Clamps, Clips, Screw, Washers, Electrical Taps, HT Tap, Danger Plates, 4.5 Kg. CO2 type portable fire extinguisher for Panel Room , Fire buckets with floor / wall mounting stand ect. required hardware & accessories for various sizes as per site requirements. 366 Supply, installation, testing and commissioning of GSM /GPRS/ Cloudbased data transmitter for Bulk Flowmeter (woltman Magnetic Pulse Output only ), Battery Powered -3VDC to12VDC ,Model no- CT-DL-V1.0-100784, battery life 3-5 Years, Inbuild Memory fuction upto 2gb micro SD card supportedto stroe the data in the absense of availabe mobile network,(1 no Data transmit in aday on cloud system), Encloser- ABS Protection-IP67/68,Operating tempreature -50-55 Deg. C. The VTC Inlet Flow Data shall be transmitt to the Respective MCC ROOM. 367 Cost for Basic Service Charges, Administration and Management, Running of Operation, Maintenance and Repairs including Preventive Maintenance, Cost of material required for maintenance & repairs, Cost of Lubricants, Consumables, Spare Parts (if the spare parts supplied to PHED are used in emergency)as per Scope of Work & terms & conditions of contract for 10 year after defect laibility period of one year DLP (except power feeder, IEC & miscllenous provision) for Water Supply Project 368 1st year 369 2nd year 370 3rd year 371 4th year 372 5th year

Contact Information