Tender For work of construction of Sources, Rising main pipelines, CWRs, Pump houses, ESRs, GLSRs, internal village distribution pipeline and FHTC including one year Defect Liability Period of SVS under JJM in the Block Dungarpur Under Dungarpur (Package-5) Sl. No. Item Description 1 Providing,lowering,layingintrenches,aligning,fixingin positionandjointing DuctileIron(DI)ISImarkedK-7grade S&SpipesasperIS:8329-2000(amended uptodate),with internalcementmortarliningsuitableforpotablewaterwith rubberring(EPDM)jointsasperIS:5382-1985includingall taxes(Centraland local),transportationandfreightcharges, inspectioncharges,loading/unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfectionetc. completeas per technical specificationsand direction of Engineer-in-charge.excluding earth work)Note : Providing and fixing of all requisite specials as perdrawing,designand layoutare inclusivein RMmeasurement of the itemand shall not be paid separately 2 80 mm dia 3 100 mm dia 4 150 mm dia 5 Providing,lowering,layingandjointingintrenches,standard lengthsHDPEISI markedPipesasperIS-4984:1995 (amendeduptodate)withnecessaryjointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusionweldingmethod,includingalltaxes,transportationandfreightcharges, inspection charges, loading/ unloading charges, stacking ofpipes, includingcost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in charge of following class and diameter. (excluding earth work).Note : Providing and fixing of all requisite specials as per drawing, design and layout areinclusiveinMetermeasurementofthe itemandshallnotbepaidseparately. Supply may be in coil or straightlength in6 M/12M. HDPEPE-100 PN-6(Dia in mm) 6 75 mm dia 7 90 mm dia 8 110 mm dia 9 Providing,lowering,layingandjointingintrenches,standard lengthsHDPEISI markedPipesasperIS-4984:1995 (amendeduptodate)withnecessaryjointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/compressionfittingjointorflangedjointand specialsjointingpipebybutt fusion/electrofusionwelding method,includingalltaxes,transportationand freightcharges, inspectioncharges,loading/unloadingcharges,stackingof pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfectionetc.completeas pertechnicalspecificationsanddirectionof Engineer-in-charge of following class and diameter. (excluding earth work).Note : Providing and fixing of all requisite specials as perdrawing, design and layout are inclusive in Meter measurement ofthe item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M.HDPE PE100 PN-6 (Dia in mm) 10 125 mm dia 11 140 mm dia 12 160 mm dia 13 180 mm dia 14 200 mm dia 15 225 mm dia 16 Earthworkinexcavationbymechanicalmeans(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 soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc. 17 In all types of Soils 18 upto 1.5 m 19 Earthworkinexcavationbymechanicalmeans(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 soil as required in layers not exceeding 20cm in depth including consolidating each depositedlayerbyramming, wateringetc.andstackingserviceablematerialsfor measurementsanddisposal ofunserviceable materialsas directedwithin alead of 50 Mtr. including required all safetyprovisions etc.: 20 In Soft Rock 21 upto 1.5 m 22 In Hard Rock (Blasting Required) 23 upto 1.5 m 24 In Hard Rock (Blasting Prohibited) 25 upto 1.5 m 26 Dismantlingofflexiblepavementforpipelinelineand chambersbymechanical means using pneumatic tools, 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. Measurement for dismantled trench to bemadeasper standard trench width specified in tender document and no extra payment shall be made be made fortrench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 27 Bituminous courses 28 Granular courses 29 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter,breaking to piecesnotexceeding0.02cuminvolumeandstockpilingatdesignatedlocations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantledtrenchtobemadeasperstandard trenchwidthspecifiedintender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasksas per technical specification and scope of work. 30 ProvidingandlayinginpositioncementconcreteM10grade nominal mix1:3:6 (1 Cement:3coarsesand:6gradedstone aggregate40mmnominalsize)inbase coursecomplete includingallmaterial,labour,machinery,lighting,guardingfor road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and noextrapaymentshallbemadebemadefortrenchwidthmorethanspecified, complete work as per technical specification and scope of work. 31 Providingandlayinginposition cementconcrete inspecified gradeoverprepared basecoursecompleteincludingfinishing, curing,allmaterial,labour,machinery, lighting,guardingfor roadrestorationworkintrenchesofpipelineandchamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 32 Providing,lowering,aligning,fixinginpositioninpipelineat worksite,DID/F Resilientseated(softseated)SluiceValves (GateValves),Vacuumtight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confiMetering to BS-EN1171/ AWWA C-509 andof following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693orGRSG400/12asper IS1865orequivalentgradeasperIS:3896-part2- 1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/spindleof SS(AISI316orequivalent)Electrostaticepoxypowder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thicknessof250micronsinsideandoutside, Drilledasper IS1538.Nut-Bolt confiMeteringto IS:1363and IS:1367 (Galvanisedsteel) Insersionrubberoin the premisesfor fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning,disinfectingandtestingofpipelinecomplete requiredfor makingof service connection complete in all respect including labour charges . The service lineshould be laid at least 45 cm below ground level. 33 80 mm dia 34 100 mm dia 35 125 mm dia 36 150 mm dia 37 Providing,lowering,laying,aligning,fixinginpositionand jointingCIdismantling joint(SuitableforSluicevalvesetc.)as perISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioningTechnicalSpecificationsandasper directionofEngineer.ClassPN1.0 38 80 mm dia 39 100 mm dia 40 125 mm dia 41 150 mm dia 42 ConstructionofSluiceValveChamberinrequiredsizeand shapeasperdrawing includingrequiredexcavationofearthin alltypesofsoilsuchasmurrum,sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in chargematerial within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement:4coarsesand:8gradedstoneaggregate40mm nominalsize)in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., coveringitwithcoveringitwithclass-Aloadingferrocementcoversofrequired sizes and complete withremoval of excess material and making clean the site upto the satisfaction of Engineer in charge 43 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve 44 1200cm x 1200cm x 1300cm (depth) for 80/100/125/150 mm diavalve 45 Providing,lowering,aligning,fixinginpositionandJointingin pipeline,CIDouble Acting Kinetic Air Valve with isolating Sluice Valveof approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedupto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210 FG200,Float-StainlessSteelAISI304/IS: 3444, Float Guide-HBT1.HPOrifice- HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR,EndsflangedaccordingtoIS6418,Fastners-CS, Epoxypaintinside outsideoffoodgradesafefordrinkingwater,Valvesincludingallmateial,labour, testingand commissioningasperTechnicalSpecificationsandasper directionof Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 46 Class PN 1.6 47 50 mm 48 Supply,installation,testingandcommissioningof MNRE approvedGridtiedSolar Panelswithinverter,meter,cableetc. suitableforRooftopinstallationaswellas UtilityScaleSolar PowerProjectswith25yearsofLinearGenerationwarranty. WorkincludesdesigningofsolarpanelareaandMSframe andfoundationon ground/roofofPumphouseorCWR, showingarrangementofpanelinavailable space, installation of PV module on MS frame as per approved design and drawings.Mounting structureshallbesuitablydesigned towithstand windvelocityupto 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string- level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoringwith5yearswarranty.Allcabling upto paneland metre,earthing etc. requiredaccessoriesandtaxesareinclusive.Theworkshallbeexecutedasper detailed technical specifications,approveddrawinganddirectionofEngineerin Charge.Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document. 49 Design,FabricationandinstallationofMSgalvanisedstructure forinstallationofSolar Penals at a height of 4m above ground level 50 Providingandfixing1.2 metreshigh GIbarbed wirefencing with1.8 mangle iron posts40mmx40mmx6mmplacedevery3metrescentertocenterfoundedin M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but oneendpostandcornerpostshallbestruttedonbothsides andend poston one side only and provided with 9 horizontal lines and 2 diagonals interwovenwith horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 of MoRTH specification & type A as per IS : 278-1978 size designation 5 (line wire 2.24, point wire 2.00mm mass 97-106 g/m) includiing all material, labour. 51 Supplying & Installing100 mmdiameter sealeddiaphragm bourdontype pressure gaugeofrange0to10kg. including alljointingmaterialasperspecificationwithsafety cover. 52 Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and2 pole motor operating at syncronised speed of speed 3000RPM,withwater proofwinding.Pumpshallbesuitableforvariousdelivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%,3Ph,50HzACandwithwaterlubricated bearingtoacceptentire hydraulic thrust.Supply,withcable guard,thrustcarbon/fiberbearingtowithstandentire hydraulic thrust.Thepumpsetshallbesuitablefordirectcoupling,with suitable suction strainer. Pump should have suitable discharge out let as per manufacturers design.Antithruststreamlinednon returnvalveshallbeprovidedwiththepump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc.complete inallrespectasper specification,scopeofworkanddirectionof Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 53 2.2 KW 54 3.7 KW 55 5.5 KW 56 SupplyandFixingofelectriccontrolfeederpanelcomprising ofsuitablerating MCCB,DOLstarter,overloadrelay,ampere meter,voltmeter,phasepreventer, phase indicators,lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made outfrom18gauge M.S.Sheet with powder coating. Panel should be of minimum size 900 x 600 x 300mm with Stand ( madeofangleiron ofsize35x35x5mm)dulybolted/screwedwithenclosurebox having4legs,eachleg’slength18anddoubledoorincluding inbuiltlocking system.The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level.The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt ACSupply. 57 Up to 5.00 HP 58 Above5 HPand upto 10 HP 59 Supply&FixingofISImarkedthreecorePVCflat submersiblecable asperIS694:1990oramendeduptodateandconductorasperclass5ofIS8130:1980 including making connection etc. 60 3 core 4.0 Sq.mm 61 Supply&FixingXLPEinsulated/P.V.C.sheathed cableof1.1KV gradewith aluminium conductor Armoured of IS:7098- I/1554-1 approved makein ground as perIS:1255including excavationof30cmx75cmsizetrench,25cmthickunder layer of sand,secondClassbrickscovering,refillingearth, compactionofearth, making necessary connection, testing etc. as required of size. 62 10.0 Sq. mm 4 core 63 Providing&LoweringintubewellISImarkedGIPipe“B classasperIS:1239or amendeduptodatethreadedand doubleflanged(welded)onbothendsandtwo number 25x3mmMSflatweldedonbothendsbetweenpipe&flange, rubberwasher & nut bolts etc. complete in all respect. 64 50 mm dia 65 Providing,lowering,aligning,fixinginpositioninpipeline,DI doubleflanged resilientseatedDualplatecheckvalaveof approvedmakeoffollowingPressure rating&diacomplete,asperAPI:594/API:598andoffollowingspecifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG 400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as perAPI:594,FlangesDrilledasperIS:1538.ElectrostaticEpoxy 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- 304/410 , Hinge SSAISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM,Bush- Brass with EPDM/NBR O ring seal, Nut-Bolt confirmingto IS:1363andIS:1367(galvenisedsteel), Insersionrubberof black EPDM6mmthick.Suitable supportstructureasper directionsofEIC including jointing&jointingmaterial,labour, testing andcommissioning alongwith pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Class PN 1.6 66 80 mm dia 67 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/IS:2373 ofapprovedmake offollowingdiasizedpipelinesand specificationscomplete: Media:Water(Clear),Temp.50deg.,Pr.rating:PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200,Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,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. 68 80 mm dia 69 100 mm dia 70 150 mm dia 71 Providing , lowringlaying , aligninng, fixing in position at all level/ depthC.I. class-B specials as per IS:1538, amended upto datein trenchcomplete includingall material,labour,testing and commissioningalong withpipe line/appurtenance as per TechnicalspecificationandasperdirectionofEngineer(Note:- E/Wtobe measured and paid seperately) plain ended CI specials including tail pice, spigot endand socket end. 72 Upto 300mm 73 GSMModemforSMSFacility-24VDCoperatedforbulk flowmetertotransmitreading of flow meter to LCC/MCC Centre 74 ConstructionandcommissioningofRCCflatslabOverHead ServiceReservoirof followingcapacity and staging includingall materialand labourcharges asperthe Scope of work and Technical Specification, consisting of the following main activities: - 75 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to beused in construction.b)Excavationinalltypesofsoil,PCCbelowfoundation, all RCCWork,Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure inawidthstartingfromedge ofstructure at GL andextending atleast upto 1.0m beyondtheedgeofouter mostprojectionofOHSR.Theplinthprotectionshall 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 roof slab, and 600 mm height of the vertical wall.e) 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 roof slab.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- 76 j) Providing and fixing water level indicator (float type).k)Providingandfixingofhandrailingallaroundthebalcony, roofandstaircase, consistingof25mmdiameterClass-BGI pipeintworowsand1000mmhigh, 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) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n)ProvidingoneAluminiumportableladderofappropriate lengthtoaccessfirst landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mmp) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other workrelatedtostructureasperthe directionsofEngineer-in-Charge,Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, 77 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II &STAGING 15 M 78 75 KL, staging Height 15 m 79 150 KL, staging Height 18 m 80 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 15 M50 KL, staging Height 15 m 81 100 KL, staging Height 18 m 82 200 KL, staging Height 20 m 83 ProvidingandfixingdoubleflangedISImarked GIpipes mediumduty(classB) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GIfittingsexcluding valvesasverticalpipesforRCC Reservoirsincluding specials required such as bend, tee etc. providing and fixing with MS clamps clamps at every 3mtr, jointingmaterialssuchasnuts,bolt, rubberpacking,hydraulictesting etc. completeinallrespect uptoandfromvalvechamberasperdirectionofEIC, Technical Specification and Scope of work. 84 80 mm dia 85 ProvidingHouseholdTapConnection aspertechnical specificationand approved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kindsofsoil;depositing andrefillingof pit&jhiri withwatering &ramming/compactinginlayersanddisposalofsurplusexcavatedsoil asdirectedwithina lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including electrofusion saddle piece, gunmetal ferrule4.0mm,GMFull-wayValve(IS:778Mark)orwheelvalve andspecials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) forand above groundlevel using20 mmdia PPR-Cpipe withstandard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect includinglabourcharges.Theservicelineshouldbelaidat least45cmbelowground level. 86 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05mtr. 87 P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15mm nominal bore. 88 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer incharge.. 89 Providingandlayinginposition cementconcrete inspecified gradeoverprepared basecoursecompleteincludingfinishing, curing,allmaterial,labour,machinery, lighting,guardingforroadrestorationworkintrenchesofpipelineandchamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made fortrench width morethanspecified, complete workaspertechnicalspecificationandscopeofwork. 90 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 91 Add extra overitem no1.21 & 1.22 forproviding20 mm PE80 PN 16 as perISO 4427MDPEpipeincludingexcavation, providing,laying&jointingofservicelineabove 5.00 mtr. 92 ProvidingandfixingdoubleflangedISImarkedDIClassK-9 pipesasperIS:8329- 2000 (amended up todate), as vertical pipes forRCC Reservoirs including specials requiredsuchas duckfootbend,bend,teeetc.providingclampsatevery3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete inallrespectuptoandfromvalve chamberasperdirectionofEIC,TechnicalSpecification and Scope of work. 93 100 mm dia 94 150 mm dia 95 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips ofrelevantISspecificationofapprovedthicknessbywelding,lowering,laying, aligning,fixinginposition atalllevel/depthsintrenchescompleteincludingall taxes, material,labour,insidelining,outsidecoating,testingand commissioning alongwithpipelineasper technical specifications anddirection ofEngineer- incharge.MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) 96 Earth work in excavation over areas (exceeding 30cm depth, 1.5 mtr in width and 10 SQM in plan)forconstruction of open well, lift upto 1.5Mtr. includingtaking out the excavated soil and disposal of surplus excavated soil as directed within a lead of50 meter. All kinds of soil. 97 From0 m to 1.5 m BGL 98 Ordinary rock 99 From1.5 m to 6 m BGL 100 Hard rock (requiring blasting) usefulmaterial 30 % 101 From6 m to 7 m BGL 102 From7 m to 18 m BGL 103 Recovery of Hard rock useful material 30% 104 Add extra over item No 1 for every additional; lift of 1.5 m or partthereof. 105 All Kind Of soilFrom1.5 m to 4.5 m BGL 106 In Ordinary RockFrom1.5 m to 4.5 m BGL 107 In hard rock 108 From3.0 m to 4.5 m BGL 109 From4.5 m to 6 m BGL 110 From6 m to 7.5 m BGL 111 From7.5 m to 9 m BGL 112 From9 m to 10.5 m BGL 113 From10.5 m to 12 m BGL 114 From12 m to 13.5 m BGL 115 From13.5 m to 15 m BGL 116 From15 m to 16.5 m BGL 117 From16.5 m to 18 m BGL 118 Add 20% extra over item No. 2.39 for excavation in saturated soil where pumping or balingoutofwaterisrequired,including shoringstruttingwhererequiredand dewatering.(Respective applicable rates)From6 m to 18 m BGL 119 Centering&shutteringwithplywoodorsteelsheetsincluding strutting,propping bracing both ways withwooden members and removal of formwork forupto floor three level for:Walls (any thickness) including attached pilasters,buttresses plinthand string course.Add extra for shuttering in circular work in plan up to dia 10m over item Nos. 4.7.1 to 4.7.2 120 ProvidingandfabricatingreinforcementforR.C.C.work includingstraightening, cutting, bending, placing in position and binding (including cost of binding wire) allcomplete up to floor three level. 121 Thermo-mechanically Treated bars (Conforming of relevent IS code) 122 Providingandlayinginpositionspecifiedgradeof cement concretefor allRCC structuralelementsuptoplinthlevel includingcuring,compaction,finishingwith rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. 123 Walls(anythickness)includingattachedpilastersbuttresses, plinthandstringcourses fillets columns pillars pears abutments posts struts etc. 124 M20 Grade nominal mix (with graded stone aggregate 20mmnominal size) 125 Structural steel work in single section fixed with connecting plate includingcutting hoisting fixing in position and applying a priming coat of approved steel primer allcomplete above plinth level upto 4.5 mtr. height 126 Earth work in excavation over areas (exceeding 30cm in depth, 1.5 Mtr. in width as wellas10Sqmon plan)including disposalof excavatedearth leadup to50m andwith all lift disposed earth to be levelled and neatly dressed: 127 Pumping out water caused by springs, tidal or river seepage, broken water mains or drainsandthelikewithpumpingsetoffollowingH.P.includingP.O.L./Powerconsumption etc. complete. 128 5 - 9 HP 129 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All workup to plinth level. 130 M10 grade Nominal Mix (with graded stone aggregate 20mmnominal size). 131 Providingandlayinginpositionspecifiedgradeof cement concretefor allRCC structuralelementsuptoplinthlevel includingcuring,compaction,finishingwith rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement.M25 132 Filling available excavated earth (excluding rock) intrenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 133 Centering and Shuttering with plywood or steel sheets including strutting, propping bracingbothwaysandremovalofformwork forfoundationinbasementsrafts, footings, straps beams, basesof columns etc. up to plinth level. 134 Centering&shutteringwithplywoodorsteelsheetsincluding strutting,proppingbracing both ways withwooden members and removal of formworkforupto floor three level for : 135 ProvidingandfabricatingreinforcementforR.C.C.work includingstraightening, cutting, bending, placing in position and binding (including cost of binding wire) allcomplete up to floor three level. 136 Thermo-mechanically Treated bars (Conforming of relevent IS code) 137 Earth work in excavation over areas (exceeding 30 Cm. In depth,1.5 Mtr. In width as well as 10 Sqm. on plan) including disposal of excavated earth lead up to 50 M and lift up to 1.5 Mtr. Disposed earth to be leveled and neatly dressed:All kinds of soi 138 RandomRubblestonemasonryforfoundationandplinthin cementsandmortarabove 30 cm thick wall in 139 In cement mortar 1:4 (1 cement : 4 coarse sand) 140 Honey comb brick work 23 cm thick with bricks of class designation 75 up to thirdstorey in : 141 Cement mortar 1:4 (1 cement : 4 coarse sand) 142 Plaster on new surface on wall in cement sand mortar 1:3 including raking of jointsetc. complete fine finish : (12mm thick) 143 1:3 (1 cement : 3 fine/ coarse sand) 144 Cement concrtete grade 1:2:4 (1 Cement: 2 Coarse sand : 4 graded stone aggregate) rounding of adeges etc.. but excluding the cost of nosing of stepsetc. complete 145 75mm thick with 20mm thick nominal size aggregate 146 Reinforcedcementconcreteworkinbeams,suspendedfloors, roofshavingslope upto15°landings,balconies,shelves, chajjas,lintels,bands,plainwindowsills, staircasesandspiral staircasesuptotwostoriesexcludingthecostofcentring, shuttering, finishing and reinforcement: 147 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) 148 Centering and shuttering with plywood or steel sheets including strutting, propping, bracingbothwaysandremovalofformwork forfoundationsinbasementsrafts, footings, strap beams, bases of columns , etc. up to plinth level. 149 Suspended floors, roofs, landings, balconies and access platform. 150 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending,placing in position and binding all complete 151 Thermo-Mechanically Treated bars 152 Wiring of lightpoint/fan point/exhaustfan point/call bell point with 1.5 sq. mm nominalsizeFRPVCinsulatedunsheathed flexiblecopperconductor1.1kVgrade and1.5sq.mm nominalsizeFRPVCinsulatedunsheathedflexiblecopper earth conductor 1.1 kV grade (IS:694) ofapproved make in surface/ recessed ISI marked ( IS:9537 P - II ) rigid steel conduit& its accessories, roundtiles,18 SWGM.S. box with earth terminal, screwless cage connectors forneutral looping in switch board & false ceiling point,6 A switch, 3.0 mm thick ISI markedphenolic laminated sheet, pvc bushes, check nuts, zinc plated / brassscrews, cup washers, making connections, testing etc. as required.Group-III 153 Short point (up to 3 mtr.) 154 Medium point (up to 6 mtr.) 155 Providing and fixing, flush door shutters non decorative type (hollow core construction)withinternalframeofIstgrade woodhavingstylesandtoprailsof 100 mm width & bottom and lock rails of 150 mm width with 3 Nos. cross battens of 50 mm thick width using 4 mm thick commercial ply on both faces of shutters & 6 mm thick beading of respective wood using with approved steel fitting as per Annexure A :- 156 25 mm thick. 157 Wiringof3/5pin6amp.LightplugpointasperPWD specificationforelectrical WorkswithISImarked1.5sq.mm nominalsizeFRPVCinsulatedunsheathed flexible copper conductor 1.1 kV grade (IS:694) and 1.5 sq. mm nominal size FR PVC insulatedunsheathedflexiblecopperearthconductor1.1 kVgrade(IS:694)in recessedISImarkedMMS(IS:9537P- III)verginmaterialPVCconduit&itsall accessories(J.B., Bendsetc.),roundtiles,18SWGG.I.boxwithearthterminal of requiredsize,6Aswitch,3/5pin6Asocket,3.0mmthick ISImarkedphenolic laminated sheet (IS : 2036 - 1995), Al. alloy/ cadmium plated iron screws 20 mm cup washersetc.allasper preapprovedbyEngineerincharge,makingconnections, testingetc.completeasrequired.Forspecificationofcopper Conductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E -07.Foradditionaltechnicalparametersofproducts/work, referAnnexureA attached with this BSR . 158 Short point (up to 3 mtr.) 159 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as perPWDspecificationforelectricalWorks withISImarked(IS:694)andasperIS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free (<10 ppm) for less chancesofoxidizationandhighersilver contentforgivesbetterconductivity, insulation PVC type A,flame retardant as per IS 10810-53, better amperage rating as per VDE0298part4,,inexistingsurfaceorrecessedPVC/MS conduit/casing capping including all as per pre approved by Engineer in charge,making connections, etc.asrequired.OEM MusthaveitsowninhouseNABLlabsetupforalltesting facilitiesforwires.Foradditionaltechnicalparametersof products/work,refer Annexure A attached with this BSR . 160 2 x 1.5 sq.mm
