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Tender For Augmentation Of Uwss Alwar Under Budget Announcement Augmentation Of Uwss Alwar Under Budget Announcement For The Work Of P, L, J And T Of Pipeline, Construction And Commissioning Of Tw, Rcc Reservoirs, Civil Works Pumping Machinery With Emi Including 05 Year Om After 1 Year Of Defect Liability Period - Work ofP/L/J & T of Pipe line, Const. of Tube well, RCC Reservoirs, Civil works, Pumping machinery with EMIetc including 5 years O&M after 1 year defect liability period for Augmentation of UWSS Alwar, Distt. Alwar Sl. No. Item Description 1 Providing,lowering,layingintrenches,aligning,fixinginposition and jointingDuctileIron(DI)ISI markedK-7gradeS&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. 2 100 mm 3 150 mm 4 200 mm 5 250 mm 6 300 mm 7 350 mm 8 400 mm 9 450 mm 10 500 mm 11 Providing,lowering,laying,aligning,fixinginposition andjointing atalllevel/depthsDIstandardspecialswithrubberring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523- 2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material, labour,taxes,testing andcommissioning alongwithpipelineas pertechnical specificationsand direction ofEngineer-in-charge (excluding earth work). 12 All End Socketed 13 Up to 300 mm Diameter 14 Above 300mm and up to 600 mm diameter 15 All End Flanged 16 Up to 300 mm Diameter 17 Above 300mm and up to 600 mm diameter 18 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. 19 HDPE PE-80PN-6 20 90 mm dia 21 90 mm dia 22 110 mm dia 23 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. 24 MS pipespecialsup to600mmdia (withminimum5mmthickness sheet) 25 Constructionoftubewellaftercompletionofdrillingbyrotary/percussion method&upto100mtr.depth inalltypeofrocksbyDTHsystem asper IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technicalspecifications.Thework shallbedeemedcompletedonlyafter obtainingsandfreewater.Theborewellshouldhaveathroughoutnominalsize bore beyond casing pipe. 26 Nominal bore 200 mm dia. 27 Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 28 Constructionoftubewellfromgroundlevelandupto100mtrdepthand abovetoaccommodatehousingassemblypipeinalltypeofunconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended uptodate)andtechnicalspecifications.Theworkwillincludeloweringof housing andstrainerpipeassemblyandcasingshoeincludingcostofcasing shoe, but excluding cost of the casing pipe. The work would be completed after obtaining sand free water. 29 Nominal bore 200 mm dia. 30 Add 15% extra on above item (Item No 2.6.1 to 2.6.3) for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr . 31 Supply of ERWM.S. black casing pipe ISI marked (IS: 4270/2001) or amendedup to dateoffollowing sizes 32 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 33 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 34 200 mm dia nominal bore of 5.4mm thickness 35 Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casingpipeforsubmersiblecableexternalwork40mmdiacompleteinallrespect. 36 Supply&Installationof3phaseISImarkedsubmersiblemotorpumpsetof three star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283- 2013(motor)orasamendeduptodateofapprovedmakeoffollowing duty conditionwithrequiredaccessoriesincludingmakingconnectionsuitablefor tubewell/DCB.Thejobincludesloweringof motorpump,installationof complete fitting & accessories, jointing of electrical cables up to switch board, testingofsubmersiblepumpsetandinterconnectionuptowatermains, complete in all respect. 37 11 KW (15 HP) & head above 120 mtr. 38 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lightingarrangementetc.completesuitableforthreephasepumpset.The panelshouldhavespaceforenergymeter(suppliedbyDISCOM). Allthese equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel shouldbe of minimumsize900 x600 x450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. 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 meterreading.Theoperationofpanelshouldbesuitableforon440VoltAC Supply. 39 Above 15 HP and up to 20 HP 40 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. 41 3 core 4.0 Sq.mm 42 3 core 6.0 Sq.mm 43 Supply&FixingXLPEinsulated/P.V.C.sheathedcableof1.1KVgradewith aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground asperIS:1255includingexcavationof30cmx75cmsizetrench,25cmthick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 44 16.0 Sq.mm, 4 core 45 Plate Earthingas per IS:3043 with G.I. Earth plate ofsize 600mmx 600mmx 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. "B" class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete withalternatelayersofsaltandcoke/charcoal,testingofearthresistanceas required. 46 Supply & Fixingtube well coverofMS sheet 8mmthick attop &5mmthick 100mmwideshroudaroundtheedgesoastoformacaponthe topend of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre ofMS sheet. A25 mmsocket with end plug shall also be welded over top plate. A GI nipple having outside thread ofsize 1/2" (for installation pressure gauge) shall be provided &welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 47 200 mm dia 48 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B" class), SteeltubeasperIS:1239oramendeduptodateandzinccoatingasperIS 4736,threadedanddoubleflanged(welded)onbothendsandtwonumber 25x3mm MS flat welded on both ends between pipe & flange, rubber washer &nut bolts etc. complete in all respect. 49 65 mm dia 50 Providing,installing,testingandcommissioningofdoubleflangedbulkflow meterwithremovablemechanism,ofclassBconformingtoISO4064/1or amendeduptodateofapprovedmakeincludingcostofallmaterialand labouras per specifications with GI Box (sheet 16 SWG) suitable with lockingarrangement of following dia. 51 80 mm dia 52 Providing&Fixingofdoubleflanged,CIbody,ISImarkedNRVofapprovedmake of following sizes 53 80 mm dia 54 Supplying&Installing100mmdiametersealeddiaphragmbourdontype pressuregaugeofrange0to10kg. includingalljointingmaterialasperspecification with safety cover. 55 Providing and fixing double flanged ISI markedGI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MSclamps at every 3mtr, jointing materialssuch asnuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 56 80 mm 57 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. 58 200 mm 59 450 mm 60 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 61 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. 62 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. 63 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. 64 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 65 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. 66 2.2 KW (3.0 HP) 67 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. 68 Discharge 91 to 100 LPS and head 20 to 30 M 69 Discharge 91 to 100 LPS and head 31 to 40 M 70 Discharge 121 to 140 LPS and head 41 to 50 M 71 Discharge 141 to 160 LPS and head 31 to 40 M 72 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. 73 80 mm HW 74 Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type NonReturnValves(NRV) ofapprovedmakeoffollowingPressurerating& dia complete, confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of followingspecifications:Body,Cover&discofGreycastironofIS:210/FG200. FacetofacedimensionsasperIS5312(part-1):2004,FlangesDrilledasper IS:1538.Epoxy (Non-Toxic&suitablefordrinkingwater)appliedonbody,cover anddiscinsideandoutside.BodyseatringofSS/CSDoorfacering-EPDM/ Neoprene (food grade quality) ,Shaft ofSS- AISI- 410 ,Hinge Malleable cast iron / SS AISI 316 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-BoltasperIS: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. 75 Class PN 1.0 76 250 mm dia 77 500 mm dia 78 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. 79 80 mm 80 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. 81 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 82 150 mm dia 83 200 mm dia 84 250 mm dia 85 350 mm dia 86 450 mm dia 87 500 mm dia 88 MotorizedSluiceValveswithElectricActuatorandintegralstarter ofClassPN1.0 89 300 mm dia 90 450 mm dia 91 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. 92 Class PN 1.0, Motorised Operated 93 250 mm dia 94 300 mm dia 95 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 96 250 mm dia. 97 300 mm dia. 98 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. 99 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. 100 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. 101 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. 102 Sluice valve chamber of size 1.39m x1.43m x2.245mfor pipe size-from 350-to-450mm 103 Sluice valve chamber of size1.61m x1.75m x2.795mfor pipe size-from 500-to-700mm 104 SITCofUltrasonicFlowMeterofapprovedmakeoffollowingdiasized pipelines and specifications complete:Media : Water (Raw/Clear ) , Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow velocity range:-10 m/sto+10m/s(bidirectional), Powersupply-80to240v/AC,50 Hz.,Output 1 : 4-20 mA, Communication Output : RS 485, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Acoustic path: single/ dual, Accuracy :± 1% of M.V (max.) for size 50-300mm and ± 2% of M.V (max.) for size 350- 2000mm(singlepath), TransmitterEnclosure:CastAluminium, Sensor cable: encapsulated, Sensor mounting method: V / Z type, Protection type: IP 67, including all materials required for Ultrasonic Flow Meter complete in all respect as per technical specification and as per direction of Engineer In-Charge. 105 UFM 200mm -600 mm (INSERTION TYPE) 106 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 107 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix 108 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 109 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. 110 Cold twisted deformed bars (IS : 1786). 111 Providing and laying PVC/XLPE insulated and PVC sheathed unarmoured /Armoured copper cable of 1.1KV grade as per PWD specification for electrical works in existing RCC/Hume/Stoneware/PVC pipe /open duct/ cable trench with filling of exvated earth in trench,on existing cable trays or on surface etc.including making necessary connection testing etc as required of size and as per point (a),(b),(c) mentioned below-(a) Copper conductor of electrlytic grade copper,purity>99.97% ISI marked as per IS:1554 P-1/IS:7093 P-1 (b) conductor shall made of copper rods confirming to IS:613-1964,IS 10810 9Part 0-64) for testing procedures (c) OEM must have ISO 9001 & 14001 certifications & its own in huse NABL lab setup for all testing facilities for cables.Appropriate type test certificate/OEM test report shall be submitted. All above as per approved by Engineer-in-charge.For additional technical parameters of product/work,refer. Annexure A" attached with this BSR. 112 25.0 sq mm 4 core 113 35.0 sq mm 4 core 114 50.0 sq mm 4 core 115 70.0 sq mm 4 core 116 SITC of soft Starters with panel supplied by manufacture confirming to applicable standards with logic,inputs & outputs ,relay outputs and analogue outputs plug in I/O connections,display of electrical parameters,state of load and operating time ,RS 485 serial link for connections to Modbus. 117 For siliserh PH90 KW 118 For Ladiya PH Fixed at Kala kua Head works- 75KW 119 For Manu marg PH Fixed at Kala kua Head works-75KW 120 For Manu marg PH Fixed at Malviya nagar Head works-90 KW 121 Electrically operated hoist(EOH) single bridge girder carrying two wheels with chain pulley block,load chain,hand chain,encased gears,trolley track,wheels,axle and shaft,swivel type lifting hook for 5 MT capacity,6 mtr.lift and 9 mtr span 122 Design,Manufacture,Supply,Installation, Testing and Commissioning of indor type PLC Panel of size approx 1000 mm*600 mm*2000 mm (LBH), Fabricated out of min. 2 mm thick CRCA sheet complete with latest configuration ,necessary programming software for PLC and SCADA and comprising of all accessories not limited to thefollowing programmable logic controller (PLC) with dual Hot redundant CPU,power supply,Communication module,IO & Processor rack (standard DC),Back up internate /Expension module,Rack(Backplane) 10 slots for IO and processor SCADA software shall have facility VPN,OPC, smart client,web Enabled,Automation Report Generation,Archiving,Treands,Data logging etc. 123 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sum on plan) including disposal ofexcavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed:All kinds of soil 124 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 125 M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size). 126 Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering. 127 M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 128 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: 129 Cement Mortar 1:3 ( 1-Cement : 3-Sand). 130 Providing and fixing horizontal chajja of Red/ White sand stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 131 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 132 75mmthickwith20mmthicknominalsizeaggregate. 133 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix 134 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : 135 Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 136 Brick masonry with F.P.S. bricks of class designation 75 in superstructure aboveplinth level upto floor fifth level in all shape and sizes in 137 Cement mortar 1 : 6 (1 cement : 6 coarse sand) 138 Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish :25 mm thick 139 Supplying and filling in plinth with river sand under floors watering ramming,consolidating and dressing complete including cost of sand. 140 Random rubble dry stone Kharanja under floor. 141 P & F 1st qualityVitrified Porcelain Polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade,laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete.Size 600mm*600mm 142 Providing and fixing Ist quality MAT finished ceramic tiles size 300*300mm conforming to IS : 13755 and IS:15622 colour such as white, gray,ivory,fume red brown,light green,light blue and other light shades in floors,steps,pillars etc.laid on abed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed) 143 Providing& fixing door, window, chowkhats and other frames, including antitermite treatment, M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S. bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade : Sal wood grade-1 144 Providing and fixing fully panelled/partly panelled/double leaf shutter frame for doors as per approved design and drawings with approved ordinary C.P./ oxidised steel fittings as per Annexure - "A" and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mm x 12mm on both faces complete : 30mm thick Nigeria wood grade-1 145 Providing and fixing fully panelled/partly panelled/double leaf shutter frame for window and ventilators as per approved design and drawings with approved steel fittings as per Annexure - "A" and width of styles,bottom & top rails of 75mm including intermediate rails 50mm wide,beading of 25mm*15mm size on both faces : 30mm thick Nigeria wood grade-1 146 Providing and fixing wood panelling or panelling and glazing in panelled and glazed shutters for doors,windows and clerestory windows ( Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25mm to 40mm thick. Nigeria wood grade 1 147 Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. 148 120cm high fencing with angle iron post 55x55x6mm. placed at every 3Mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with 50x50x6mm. angle iron provided with 4 horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete. 149 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete 150 Colour washing of all shades to give an even shade including all scaffolding : 151 New work (two or more coats) with a base coat of white washing with lime. 152 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: 153 Newwork(twoormorecoats)overandincludingscrappingandprimingcoatwithcement primer. 154 Painting exterior surface ofWallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including preparation of base with sand papering,primer,putty etc complete in all respect including scaffolding and safety provision : . 155 New work 156 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : Two or more coats on new work 157 Applying primming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works. 158 White washing with lime to give an even shade including all scaffolding. New work ( Three or more coats) 159 Exterior work-Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding. New work (two or more coats applied @3.84kg/10sqm) 160 Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 161 P & F European type white glazed vitreous china Ist quality Double symphonic W.C. (IS:2556 Mark) with P or S trap including cutting and making good the wall and floor. 162 P & F Ist quality WVC Urinal (IS:2556 mark) with 25 mm dia G.I. waste pipe, dome couplings, concealed iron brackets or screws etc. complete.Flat back small size 456*355*265mm 163 P & F W.V.C. Urinal Partition plate of approved standard make of size 630x315 mm including making good the wall. 164 P & F C.P. brass Urinal Flush pipe set complete with flanged brackets of approved make.For 2 urinal 165 P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make PVC waste pipe with pvc nut 32mm complete including cutting & making good the wall :Size 450*300mm 166 P & F kitchen & Lab Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up to floor level complete including cutting and making good the wall & floor : 167 WVC Lab Sink (IS:2556 Mark) size 450x300x150 mm. 168 P & F G.I. Pipes (Internal work) with G.I. fittings (IS:1239 Mark) & M.S. clamps including cutting and making good the walls and floors :Exposed on wall A class 15 mm dia.nominal bore 169 P & F Pillar Cocks (IS:8931-1993 Mark) of superior quality and approved make : CP pillar cock 15mm dia nominal bore 170 P & F PVC Storage Tank (IS:12701 marked indicating the BIS license No.) of approved make with cover, 25 mm dia 1 M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc. complete of approved design. 1000 litres capacity 171 Construction of soakage well in all type of soil 300 mm thick dry masonry top and bottom 300 mm course in CM 1:6, 80 mm thick stone slab, jointing of slab in CM 1:3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C. flooring, earth work complete as per approved drawing including disposal of earth within a lead of 50 mtr. :Size 300cm dia outside and 300cm depth 172 C.P. brass towel rail elbow type with concealed screws size 450mm (heavy duty) 173 P&F G.I. Piped (External work) wiyh G.I. fittings excludings union (IS:1239 mark) including trenching and refilling ear th etc.15 mm dia nominal bore A class 174 P&F Soap dish or tray of approved quality/ make. C.P. brass heavy duty and superior quality 175 P&F Jet spray for water closet with C.P. copper tube flange of approved make 176 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694)inrecessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it"sISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thickHot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws,making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheet"s & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure "A" attached with this BSR 177 Medium point (up to 6 mtr.) 178 Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) inrecessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it"s ISI marked (IS:3419-1988)accessories, Hot Dipped GalvanizedModular box of 1.2 mm thick with earth terminal, 10 A modularswitch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheet"s & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure "A" attached with this BSR 179 On board 180 S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along withISI marked (IS:3419-1988) accessories as requiredinrecessincludingcutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure "A" attached with this BSR 181 20mm 182 P & F 1.2 mm thickG. I. / M .S. Sheet boxes duly finished with two coats of red oxide and with earthing terminal of following sizes (nominal size) in recessed/surface as required.For additional technical parameters of product / work refer Annexure "A" attached with this BSR1.2 MM thick MS sheet boxes 183 75mm x 75mm x 60mm 184 100mm x 100mm x 60mm 185 150mm x 75mm x 60mm 186 P & Fixing Powder coatedCRCA sheet enclosures on existing angle iron frame by means of nuts and bolts and makingholes , Din rail etc. as required.For additional technical parameters of product / work refer Annexure "A" attached with this BSR 187 1.0 mm thick 188 1.6 mm thick 189 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,in existingsurface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure "A" attached with this BSR 190 1*1.5 sq.mm 191 1*2.5 sq.mm 192 1*4 sq.mm 193 P & F ISI marked (IS:3854) 6 amp. flush type non modular switchwith CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . 194 P & F ISI marked (IS :3854) 16 amp. flush type non modular switch CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . 195 Providing & Fixing of 6 amp. Combined flush typenon modular socket and switch set as per PWD specification for electrical Works,made out from industrial grade Polycarbonate or fire resistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . 196 Providing & Fixing of16 amp. Combined flush typenon modular socket and switch set with indicator and fuse set as per PWD specification for electrical Works, made out from industrial grade Polycarbonate or fire resistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . 197 Providing & Fixing ofBEEStar rated copper wounded double ball bearing capacitor start, aluminium body & Metallicblade ceilingfanConforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . 198 1200 mm Sweep BEE 3 Star rated (service value >=5.0 to< 5.5 ) 199 1400 mm Sweep BEE 3 Star rated (service value >=5.0 to< 5.5 ) 200 E/W in excavationby mechanical means (hydraulic excavator/manual means over area (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 50mtr.and lift upto 1.5 mtr. Disposed earth earth to be leveled and neatly dressed all kind of soil 201 Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm Dia 202 Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia 203 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 204 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.hot rolled deformed bar (IS:1139) 205 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 206 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 207 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids 208 Size 9 to 12 mm 209 Size 3 to 5 mm 210 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids. 211 Cost for Basic Service Charges, Administration and Management, Running of Office, Staff Quarters Comprehensive 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. No charges charges for material and equipments will be paid for 1styear of O&M being defect liability period. The contractor should quote rate for DLP accordingly 212 For the 1st year of O&M 213 For the 2nd year of O&M 214 For the 3rd year of O&M 215 For the 4th year of O&M 216 For the 5th year of O&M 217 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: - 218 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 be used in construction. .b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, 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) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 219 f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (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) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 220 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2 & 3. 221 2000 KL capacity
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