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| 1 | Providing and fixingat site with necessary packing,Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor operating at synchronised speed of speed 1500 RPM as per IS 12615:2011 or amended upto date, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with allrespect as per the specification and scope of work anddirection of Engineer in Charge of following range of duty conditions.Note: Duty condition of required pump shall also be mentioned in BoQ. |
| 2 | Discharge 20 to 30 LPS and head 71 to 80 M; 17.5 LPS, 75m |
| 3 | Supply & Fixing of ISI marked three core PVC flatsubmersiblecableasperIS 694:1990oramended upto date and conductor as per class 5 of IS 8130:1980includingmakingconnection etc.(Pump HouseInternal) |
| 4 | 3 core 10.0 Sq. mm |
| 5 | SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes,CRCAsheetofPanelenclosureisofTATA/Essar1.6mm/2.0mmthickdulyElectrostaticPowderCoatedwith angle frame including other ancillaries ( Insulators,Acrylic Sheet , Baklight Sheet, Hardware, Wire, NamePlates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing ,Bidding , Connectors, Netural Links , Sprial , Saddle &Packing Material ) etc. and 100A/ 125A ,TPN,Aluminum Bus Bar with Colour coated heat shrinkagesleeves complete as per Technical Specifications andas per direction of Engineer-In-Charge. |
| 6 | STARDELTA STARTER 22.0 KW (30.0 HP)- :For2 motors(1W+1S)I/C-MCCB125ATPN25KAWithT/MBasedOverCurrent & Short Circuit Protection (1),Spreaders(2),ExtendedRotaryHandle(1),AnalogVoltmeter96*96mm ( 0-500V) (1), Volt Selector Switch (1) ,Analog Ammeter 96*96mm ( 0-60A ) (1), Amp.Selector Switch (1), C. T. 125/5A CL 1.0 5VA (3) ,Indicating Lights ( Red-1, Yellow -1) (2), IndicatingLights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA CCurve(3)andO/G-MCCB 100A TPN 25 KA With T/M Based OverCurrent &Short Circuit Protection (2), Power Cont40ATP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), ThermalOverload Relay (23-32A )(2), Control MCB 6A SP 10KA C Curve (2), Single Phase Priventer (2), IndicatingLights (Red- 1, Green - 1, Amber-1)(6), Push Button22.5( Red - 1,Green- 1)(4),SelectorSwitch 1Pole, 2Way (2), Capacitor 440VAC Heavy Duty MPP Type12.5Kvar(2),S/DTimer(2) |
| 7 | SITC of D/F Full bore type Electromagnetic FlowMeter of approved make of following dia andspecifications complete:Media : Water (Raw/Chlorinated) ,Pressure : up to 1.5MPa, Process temp:50 deg C, Flow/Meter Tube : SS 304,Electrode : SSAISI316L/HastelloyC276/Tantalum,LiningMaterial:HardRubber/Neoprene/Poly-urethane(PU),Flange: SS /CS, FlangeStandard&Rating:ANSI150,Coilhousing : SS AISI 304/ Carbon Steel/ Die CastAluminium, with anticorrosive paint & providecompletely sealed (leak proof) construction as perrequirementofIEC60529,Accuracy:± 0.5% M.V.-velocity 0.3 to 10 m/s, Transmitter/ signal convertorEnclosure:DieCastAluminium,PowerSupply:80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse,Communication Output : RS 485/ Heart,Display Type :LCD/LEDDisplay,CableEntry:M20X1.5,Provisionof RAM/PROM to store calibration and configurationparametersand totalizer value during power failure,Protection category- IP 68 for sensor (flow tube) and IP67 for transmitter/ convertor, including Surge Arrester,if required, and all materials required for makingconnection with existing pipeline including cutting theexisting pipeline etc. complete in all respect as pertechnical specification and as per direction of EngineerIn-Charge. |
| 8 | EFM100mm |
| 9 | Providing, lowering, aligning, fixing in position in pipeline at work site, DID/FResilientseated(softseated)Sluice Valves (Gate Valves) , Vacuum tight(bubbletight),straightandpocketlessbodypassageofapproved make of following class &dia completeconfirming to BS-EN-1171/ AWWA C-509 and offollowing specifications: Body & bonnet of Ductile castironofgradeGGG40/GGG50asperDIN1693orGRSG-400/12asperIS1865orequivalentgradeasperIS:3896-part2-1985andsubsequentrevisions,Wedgeofsamematerialasbody&shallvulcanisedrubberlined with EPDM (food grade quality) and seals of NBRFace to face dimensions as per BS 5163-89/ IS14846/2000 (amended up to date) /Din 3202 F4, Stem/spindle of SS (AISI 316 or equivalent)Electrostaticepoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic-suitable for drinking water) coated with minimumthickness of 250 microns inside and outside, Drilled asperIS1538.Nut-BoltconfirmingtoIS:1363andIS:1367(Galvanisedsteel)InsersionrubberofblackEPDM 6mm thick. Suitablesupport structure as perdirections of EIC, Sluice valves including all jointing &jointing material, labour, testing and commissioning |
| 10 | 100MM |
| 11 | 150MM |
| 12 | 200MM |
| 13 | Providing, lowering, laying, aligning, fixing in positionandjointingMSdismantlingjoint(FabricatedSteel)asperIS specificationscompleteofthefollowingsizesincludingalljointing material,costofalllabour,testingandcommissioning TechnicalSpecifications and as per direction of Engineer. |
| 14 | 100mmdia. |
| 15 | 150mmdia. |
| 16 | Providing,lowering,laying,aligning,fixinginposition CID/Fshortbodypatterntypebutterflyvalveshavingbody,discandendcoveringradedcastirongenerallyconformingto(IS13095/1991amendeduptodate),syntheticrubberfacedringsecuredondiscby retaining ring with SS steel screw stub shaft of SSriding in teflon bearing including C.C. foundation/structural steel support, material,labour,testingalongwith pipe line andcommissioningasperTechnicalSpecificationsandasper direction ofEngineer in charge. |
| 17 | Manually Operated Butterfly Valve PN-1.0 |
| 18 | 100mmdia(Withleveroperated) |
| 19 | Providing, lowering, aligning, fixing in position in pipeline,CIdoubleflangedswing typeNonReturnValves(NRV)of approved make of following Pressure rating&dia complete, confirming to IS: 5312 (part -1)/ 2004(amendedup to date) and of following specifications:Body, Cover & disc of Grey cast iron of IS:210/ FG200.Face toface dimensions asperIS5312 (part -1):2004 ,Flanges Drilled as per IS:1538. All exposed machinedferrous surfaces shall be painted with one coat ofaluminiumredoxideprimerconformingtoIS:5660andtwocoatsofblackJapanpaintsconformingtoTypeBofIS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside andoutside. Body seat ring of SS/CS Door face ring -EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/SS- AISI- 410, Hinge Malleable cast iron / SS AISI316/410 ,Bonnet Gasket EPDM, Bush- Leaded tinBronze/ PTET,GasketEPDM/NBR,Nut-Bolt as perIS:1363 and IS: 1367 (galvanised steel) ,Insersionrubber of black EPDM 6mm thick. Suitablesupportstructure as per directions of EIC including jointing &jointing material, labour, testing and commissioningalong with pipeline as per Technical Specification & asper direction of Engineer-in-charge.Note:Ratesareexclusiveoftailpiece/dismantling |
| 20 | ClassPN1.0 |
| 21 | 100 mm dia |
| 22 | Providing,installation,testingandcommissioningofDiaphragmType Pressure Gauges Dial size 150 mmglycerin filled shatterproof glass, Over rangeprotection: 125%of maximumpressure, Material ofsensorandotherwettedparts:SStype316,Housingmaterial: Die cast aluminum |
| 23 | Providing, installation, testing and commissioning ofDiaphragm type Pressure Switches SensingElement:Bellows/Diaphragm,Materialofsensorandother wetted parts: SS type 316, Housing: Die castaluminum,Switchtype:Microswitch,Repeatability:±1% of span, Switch Contacts: 2 NO + 2 NC |
| 24 | Providing and fixing of flanged/ plain ended MSSpecials made from MS sheet strips of relevant ISspecification of approved thickness by welding,lowering, laying, aligning, fixing in position at all level/depths in trenches complete including all taxes,material, labour, inside lining, outside coating, testingand commissioning along with pipe line as pertechnical specifications and direction of Engineer-incharge. |
| 25 | MS pipe specials up to 600mm dia (with minimum 5 mmthicknesssheet) |
| 26 | Providing, lowering, laying in trenches, aligning, fixingin position and jointing Ductile Iron (DI) ISI marked K-7grade S&S pipes as per IS:8329-2000 (amended uptodate). with internal cement mortar lining suitable forpotable water withrubberring (EPDM) joints as perIS:5382-1985 including all taxes (Central and local),transportationandfreight charges,inspectioncharges,loading/unloading charges,including costoflabour and material, specials 1.1 (Tee,bend etc.)satisfactory hydraulic testing, disinfection etc.complete as per technical specifications and directionof Engineer-in, charge. (excluding earth work) Note :Providing and fixing of all requisite specials as perdrawing, design and layout are inclusive in RMmeasurement of the item and shall not be paidseparately. |
| 27 | 100 mm DI CML class-K-7 |
| 28 | 150mmDICML class-K-7 |
| 29 | Providing, lowering, aligning, fixing in position andjointing CI dismantling joint (Suitable for Sluice valvesetc.) as perISspecifications completeof thefollowingsizes including all jointing material, cost of all labour,testing and commissioning and as per technicalspecifications and direction of Engineer In-Charge.ClassPN1.0/1.6 |
| 30 | 100 mm dia. |
| 31 | 150 mm dia. |
| 32 | 200 mm dia. |
| 33 | Earth work in excavation by mechanical means(Hydraulic Excavator )/ manual means in trenches forwater supply pipe lines,shoring and strutting ifrequired as per required gradient and line includingsafetyprovisions using siterails and stacking excavatedstuff including up to all required lead cleaning the siteetc. complete forlifts up to 1.5 depth and strata asspecified. The work also includesdepositing andrefilling of trench with watering & ramming/compacting in layers and disposal of surplusexcavatedsoilasdirectedforleadupto50mtr. |
| 34 | All kind of soil |
| 35 | All Rising Main Pipes (95%) |
| 36 | Earth work in excavation by mechanical means(Hydraulic Excavator )/ manual means in trenches ofrequired width and gradient for laying and jointing ofpipe lineincluding excavation for sockets, and dressingof sides, ramming of bottoms, depth up to 1.5 Mtr.including taking out the excavated soil, and thenreturning the soil as required in layers not exceeding20cm in depth including consolidating each depositedlayer by ramming, watering etc. and stackingserviceable material for measurements and disposal ofunserviceable material as directed, with in a lead of 50Mtr. including all safety provisions required .: |
| 37 | Ordinary rock |
| 38 | All Rising Main Pipes (5%) |
| 39 | Dismantling of cementconcretepavementforpipelineand chambers by mechanical means using pneumatictools, cutting the peripheral edge by CC cutter,breaking to pieces not exceeding 0.02 cum in volumeand stock piling at designated locations and disposal ofdismantled materials up to a lead of 1000 meters.Measurementfordismantledtrench tobemadeasperstandard trench width specified in tender documentand no extra payment shallbe made for trench widthmore than specified, re-handling of material/earth tocomplete the tasks as per technical specification and scope of work. |
| 40 | Providing and laying in position cement concrete M10grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6graded stone aggregate 40 mm nominal size) in basecourse complete including all material, labour,machinery, lighting, guarding for road restoration workin trenches of pipe line and chamber work.Measurementfor CC work tobemadeas perstandardtrench width specified in tender document and noextrapaymentshall bemadebemadefortrench widthmore than specified,complete work as per technicalspecification and scope of work. |
| 41 | Providing and laying in position cement concrete inspecified grade over prepared base course completeincluding finishing, curing, all material, labour,machinery, lighting, guarding for road restoration workin trenches of pipe line and chamber work.Measurementfor CC work tobemadeas perstandardtrench width specified in tender document and noextrapaymentshall bemadebemadefortrench widthmore than specified,complete work as per technicalspecificationandscopeofwork. |
| 42 | M20grade NominalMix1: 1.5: 3(1cement:1.5coarsesand: 3gradedstoneaggregate 20mm nominal size). |
| 43 | Supply laying and pushing of MS casing pipe ofspecified thickness approved byconcerneddepartmentauthority by trenchless method adopting any suitabletechnology below ground at required depth underrunning traffic condition as per Highway/ Railwaystandard including carrying out survey work at the jobsite for determining underground cable trenches liketelephone, cable, water & sanitary lines and resistivitytest for finding the soil strata using necessaryequipments for completion of works, mobilizing ofmachineries and specialized crew at the job sitecomplete in all respect, including excavation of drivenpit and exit pit (up to 3 meter depth) with properprotection at these sites with shoring sheets and ISMB.Providing MS cutting edges for front shield andconstructing thrust bed at designated level. Necessarydewatering and providing concrete foundation at thebase of the driven pit, PVC/Rubber saddle as per therequirement of Highway/Railway authority, crane forhanding of pipe and any other machinery, tools, andtackles required, construction of temporary works asper design, drawing and method as per approved byauthority specification and the direction of the Engineer. |
| 44 | 300 mm Dia8 mm thick casing pipeforvariousRailway, NH Crossing (2 nos.) |
| 45 | Construction of RCC Sluice valve chamber fordifferent type of valves including earthwork excavation,100mmPCCM15aslevelingcourse,RCCM25gradeforbaseslab,sidewall&coverslab,includingcostofsteelreinforcement,formwork,Pre-cast,PlasticencapsulatedCI/MSFootRest,MS flatsforthesupportof pre-cast, proper curing of concrete work complete inall respect as perspecifications and standarddrawings and asdirected byEngineer-in-Charge. |
| 46 | For Class AA Loading |
| 47 | Sectional valve ( BF/SV/FCV) Chambers of size 1.26mx1.185mx1.88m |
| 48 | Construction of RCC Scour valve chamber dry typefor different type of valves including earthworkexcavation,100mmPCCM15aslevelingcourse,RCCM25 grade for base slab, side wall & cover slab ,including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flatsforthesupportofpre-cast,propercuringofconcretework complete in all respect as perspecifications andstandarddrawingsandasdirectedbyEngineer-in-Charge. |
| 49 | For Class AA Loading |
| 50 | Scour Valve Chambers of size 1.13 m x 0.85 m x 1.95 m |
| 51 | ConstructionofRCCpillarforfollowingsizeofairvalvesincludingearthworkexcavation,RCCM25gradeforbaseslab,verticalpillar,includingcostofsteel reinforcement ,GI (class-B)/MS vertical pipe, formwork, proper curing of concrete work complete in allrespectasperstandardspecificationsanddrawingsand as directed by Engineer. |
| 52 | Air valve pillar for air valves size of 80 mm dia Please Enable Macros to View BoQ information |
