Tender For Augmentation Of Water Supply Scheme For Ramganjmandi Town And Kudayla Riico From Takali Dam Under Cm Budget Announcemt 2025-26 Including 05 Years On M After 01 Year Of Defect Liability Period. - 1 Design, Construction, Testing, and Commissioning of Intake Well 2 The scope of work includes the design, construction, testing, and commissioning of a 10 m diameter Intake Well with a total height of 26.00 m, along with an overhead pump house and 1.00 m wide peripheral walkway. The pump house shall be designed to accommodate 04 Nos pumps (1 Working, 1 Standby, and 2 Future). A 50.00 m long and 3.00 m wide MS approach bridge shall be constructed to connect the intake well to the riverbank. The work shall comprise all necessary civil, structural, mechanical, and electrical components required for complete functionality and safety, excluding supply and installation of pumps and electrical panels, and shall conform to relevant standards and specifications. 3 Providing, installation, testing and commissioningofVTPump suitable for 143.33 LPS at 50 Mtr Head with 110 KW/4P IE3 CGL Motor for 20 Mtr Sump Depth, (Pumpset Price with cable including LT PMU,Discharge Head (for Suspended Installation); Discharge Frame Cutout Size {(CuSi) [with Stone Bolt for Foundation, Taper washer, Half nut & full nut, Cable Duct with Rubber Gromet]}; Crow Bar(for Lowering of Pumpset of Column Pipe) (Each))etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 4 Provision of WTP 5 Design, construction,testing and commissioning ofRapid Gravity Filter Treatment Plant including all relevant civil, electrical , mechanical,instrumentation, automization and SCADA works, chemical building and storesalongwithancillarycivilworksasdefinedinscopeofwork, technical specification and provisions of CPHEEO manuals for the following capacity . 6 Cost of 500 KLH 7 Provision of Reservoir 8 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). 9 All End Socketed 10 Up to 300 mm Diameter 11 ConstructionandcommissioningofRCCINTZEtypeOverHeadServiceReservoirof followingcapacityandstagingaspertheScopeofworkandTechnicalspecifications, consisting of the following main activities: - 12 a)Topographicsurvey,preparationofsitecontourplan,conductingSBCtest andits approvalfromdepartment beforeconstruction.Submissionandapprovalofconcretemix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c)OHSRshallbeprovidedwithadequateplinthprotectionallaroundthestructureina width starting from edge of structure at GLand extending at least up to1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container.i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 13 k)Providingandfixingofhandrailingallaroundthebalcony,topdomeandstaircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m)Providingandfixingof150mmwidePVCwaterbarfortheconstructionjointsinthe container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o)Lightingarrestorconsistingofprovidingandfixingof2Nos. ofchemicalearthingand connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shallbe fixed inthe bottomdome/ slabfor connectinginlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r)Inlet,outlet,overflow,washoutpipesandvalvesarenotincludedinthiswork, provision for the same shall be taken separately. 14 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M 15 150KL capacity 16 400KL capacity (2 Nos) 17 500KL capacity (3 Nos) 18 1000 KL capacity 19 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: - 20 a)Topographicsurvey,preparationofsitecontourplan,conductingSBCtest andits approvalfromdepartment beforeconstruction.Submissionandapprovalofconcretemix design and water quality test report for water to be used in construction. .b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour andmaterialchargesincludingprovidingandfixingofaccessoriessuchasSSladder,SS manhole frame and covers, water levelindicator (floattype), SSventilator withSSscreen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g)Providingandapplyingthreecoatsofcement-basedpaintontheremainingexternal surface area of the structure. 21 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder fromroofslabtobottomSlab,insidecontainer.Providingandfixingwaterlevelindicator (Float type).i) Providing and fixing MS ladder from ground to top slab.j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providingandfixingof150mmwidewaterbarfortheconstructionjoints inthe container.l)ProvidingandfixingCI/DIpuddlecollarstheverticalwallforconnectinginlet,outlet, overflow and washout pipes of the reservoir.m)Inlet,outlet,overflow,washoutpipesandvalvesarenotincludedinthiswork, provision for the same shall be taken separately. 22 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2 & 3. 23 500 KL capacity 24 900 KL capacity 25 1000 KL capacity 26 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. 27 150 mm 28 200 mm 29 250 mm 30 300 mm 31 350 mm 32 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. 33 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 34 150 mm dia 35 200 mm dia 36 250 mm dia 37 300 mm dia 38 350 mm dia 39 400 mm dia 40 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,DIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddiaandasperfollowingspecifications:Governingstandard- AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 orGR SG-400/12as perIS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside fasteners - CS/ Galvanised steel, Outlet of big orifice will haveascreentopreventTamperoffloat, withDImetalseatedD/FNonrising stemSluiceValvesasper(IS:14846amended uptodate)PN1.6ratingsValves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 41 Class PN 1.6 42 50 mm dia 43 80 mm dia 44 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 45 150 mm dia. 46 200 mm dia. 47 250 mm dia. 48 300 mm dia. 49 350 mm dia. 50 400 mm dia. 51 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. 52 For in-campus Valve Chambers 53 Sluice valve chamber of size1.26m x1.185m x1.76mfor pipe size-from 200-to-300mm 54 Sluice valve chamber of size1.39m x1.43m x2.125mfor pipe size-from 350-to-450mm 55 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 56 BFM200 mm 57 BFM 250 mm 58 BFM 300 mm 59 Provision for Pumping Machinary & Machenical equipments in Pump House 60 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). 61 All End Socketed 62 Up to 300 mm Diameter 63 Above 300mm and up to 600 mm diameter 64 Manufacturing,supplying,lowering,layingandjointinginposition tocorrectlinespirallyweldedSAW/FabricatedMSPipehaving bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, includingalltaxes(Centralandlocal),transportationandfreight charges,inspectioncharges,loading/unloadingcharges, including costoflabourandmaterial,specials(Tee,bendetc.),fieldjoints, satisfactory hydraulic testing, disinfection, commissioning etc. completeas per technical specifications anddirection of Engineer- in-charge; (excluding earthwork, internal lining and outer coating).Note :Providing andfixing ofall requisitespecials asper drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 65 Outer dia of pipe 355.6 mm and thickness 66 7.1 mm 67 Outer dia of pipe 406.4 mm and thickness 68 7.1 mm 69 Outer dia of pipe 711 mm and thickness 70 7.1 mm 71 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover 72 Providing, installation, testing and commissioning of Centrifugal Monoblock pumpsetconformingtoIS9079,2polemotoroperatingatsynchronised speedof3000RPMwithrequisiteMOCimpeller,primingfunnel,cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph,50HzA.C.Supply.MotorshallbeTEFCtypeandPumpsetshallbe suitableforworkingatvariousdischargeandheadrequirementsasper scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJframeblockwithsuitablefoundationboltsgroutedinC.C.foundation blocketc.completeinallrespectasper specification,scopeofworkand directionofEngineerinChargeoffollowingpowerrating,suitablefor prescribed duty conditions mentioned in TD. 73 3.7 KW (5.0 HP) 74 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. 75 0.75 KW (1.0 HP) 76 1.5 KW (2.0 HP) 77 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. 78 Discharge 20 to 30 LPS and head 51 to 60 M 79 Discharge 31 t0 40 LPS and head 20 to 30 M 80 Discharge 31 t0 40 LPS and head 41 to 50 M 81 Discharge 41 t0 50 LPS and head 31 to 40 M 82 Discharge 51 to 60 LPS and head 31 to 40 M 83 Discharge 121 to 140 LPS and head 20 to 30 M 84 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. 85 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 86 100 mm dia 87 150 mm dia 88 200 mm dia 89 250 mm dia 90 300 mm dia 91 350 mm dia 92 400 mm dia 93 450 mm dia 94 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. 95 Class PN 1.6, Manually Operated with Gear 96 100 mm dia 97 200 mm dia 98 250 mm dia 99 350 mm dia 100 Providing,lowering,aligning,fixinginpositioninpipeline,DI doubleflanged resilient seatedDual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12asperIS1865orequivalentgradeasperIS:3896-part2-1985and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal, Nut-Bolt confirmingtoIS:1363andIS:1367(galvanisedsteel), Insertionrubberofblack EPDM6mmthick.Suitable supportstructureasperdirectionsofEIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 101 Class PN 1.6 102 100 mm dia 103 200 mm dia 104 250 mm dia 105 350 mm dia 106 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,DIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddiaandasperfollowingspecifications:Governingstandard- AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 orGR SG-400/12as perIS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside fasteners - CS/ Galvanised steel, Outlet of big orifice will haveascreentopreventTamperoffloat, withDImetalseatedD/FNonrising stemSluiceValvesasper(IS:14846amended uptodate)PN1.6ratingsValves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 107 Class PN 1.6 108 50 mm dia 109 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 1.0 110 100 mm dia. 111 150 mm dia. 112 200 mm dia. 113 250 mm dia. 114 300 mm dia. 115 350 mm dia. 116 400 mm dia. 117 450 mm dia. 118 SITC DOLStarter type LT Panel of followingrating, all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thickduly Electrostatic Powder Coated with angle frame includingotherancillaries(Insulators,AcrylicSheet,BacklightSheet, Hardware,Wire,NamePlates,Lugs,PvcChannel,McbChanel,Lock, Hing,Bidding,Connectors,NeutralLinks,Spiral,Saddle&Packing Material)etc.completeasperTechnicalSpecificationsandasper direction of Engineer-In-Charge. 119 DOL STARTER 3.7KW (5 HP )- : For 2 motors (1 W+ 1S)I/C -MCB 32A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0- 500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)andO/G-MCB 25A ,TP, 10 KA, C Curve (2), Power Cont 12A TP AC3 Duty(2),2NO+2NCAux.Block(2),ThermalOverloadRelay(7-10A)(2),Control MCB6ASP10KACCurve(2),SinglePhasePreventer(2),Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy DutyMPP Type 2 Kvar (2) 120 SITCSTAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated withangleframeincludingotherancillaries(Insulators, AcrylicSheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 121 STAR DELTA STARTER 18.5 KW (25.0 HP)- :For 2 motors (1 W+ 1S)I/C- MCCB 125A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter96*96mm(0-500V)(1),VoltSelectorSwitch(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), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) andO/G- MCCB100ATPN25KAWithT/MBasedOverCurrent&Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (16-24A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 10 Kvar (2), S/D Timer(2) 122 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. 123 For in-campus Valve Chambers 124 Sluice valve chamber of size1.13m x0.85m x1.225mfor pipe size-upto100mm 125 Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-from 125-to-150mm 126 Sluice valve chamber of size1.26m x1.185m x1.76mfor pipe size-from 200-to-300mm 127 Sluice valve chamber of size1.39m x1.43m x2.125mfor pipe size-from 350-to-450mm 128 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 129 BFM100 mm 130 BFM200 mm 131 BFM 250 mm 132 SITC of IP-42 and general construction confirming to IS:8623 : 1993, wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel as specifications and Other parameters required as per point (a) ,(b), (c),(d), (e), (f), (g), (h) as below:-(a)Thickness of CRCA sheet shall be 2.0 mm, cable alley compartments having concealed hinged type doors with key type lock with / without detachable extension type structure. Removable 3 mm. thick sheet steel gland plates with appropriate size of knockouts for cables shall be provided 133 (b)complete panel shall undergo a process of degreasing, Water rinsing, Activation, derusting, pickling in acid bath, phosphatising & shall be subjected to nine tank process and then Powder coated with approved shade of minimum 70 microns on both side of panel. The panel having PE foam/ Neoprene rubber gasket of not less than 3mm thickness ,required hardware , concealed hinged door with key type locking arrangement for equipment/switchgear earthed with 2.5 sq.mm braided copper wire.[c) Interconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper wires (up to 63 amp ) and by solid bus bar (>63 amp ) . control wiring will be carried out with 1.5 Sq.mm, Earth wire with 2.5 Sq.mm and CT with 2.5 sq.mm flexible copper wire only. All joints / interconnections of copper bus bar shall be dully tinned . Clearance between main bus bar and risers / metal parts shall be at least 10 mm additional to width of bus bar Bus bar is insulated by Heat Shrinkable sleeves . Earth and Neutral bus bar shall be half of the size of phase bus bar. ( Cost of Bus bar / Flexible wire for Interconnection between Main busbar and Switchgear is to be Paid Extra ) 134 (h) only outer surface area on all sides shall be measured & panel to be fabricated only from CPRI approved fabricator only (CPRI Test certificates to be submitted)All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 135 Supplying and fixing of Aluminium (IEC 60105 ISO 209-1,2) / Copper (IEC 60028) bus bar by means of SMC / DMC type insulatorwith standard short circuit withstand capacity, high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 136 Electrolytic grade Aluminium bus bar 6010 grade 137 Providing & Fixing of IS: 13875 & IEC :61326 confirming LED Digital type(up to 500) V range Volt meter / Direct- Ammeter /CT oertated ammeter/ Frequency meter / KWH meter / Multi Function Meter / Power analyzer of class 1 accuracyas per IS : 1248 of size 96mm x 96 mm including making connection by PVC insulated copper conductor with PVC sleeves / channel 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 . 138 Three phase Ammeterwith Inbuilt Selector Switch 139 Three phase Voltmeter with Inbuilt Selector Switch 140 Threephase AMP+HZ+PF+KW+KVA+KVAR+T.ENERGY+THD-I, THD-V & RUN HRS 141 Providing & Fixing of BIS approvedCurrent Transformeras per PWD specification for electrical Works ,ISI marked as perIS 2705 1992/ conforming to IEC 60044-1, with secondary terminalof CT shall be brought out suitable to a terminal block which shall be easier accessible for testing and terminal connection , with all necessary support in existing panel including connection etc. as requiredCurrent transformer Ring Type Tape Wound/Resin Cast Wound as per IS 16227 with, Accuracy Cl, CT ratio and burden as specified. ISF<=5, Cu cross section of secondary wire 1.5sqmm (minimum), including all necessary support in existing panel including connection etc. as required . All as per pre approved by Engineer in-charge.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 142 Resin cast wound type CT 143 C T Class 1, Ratio upto 150/5, Burden 5 VA 144 Providing & Fixing ofCam operated rotary (Auto/manual) switches on existing panel with 2 way and off position using high grade engineering materialto international standards with cam assemblyinsulation of glass filled polyamide with high tracking index. For reliable and stable electrical and mechanical endurance double butt contacts with silver bi-metal on copper should provided contact assembly is of operating temp range -25 degree C to 55 degree C, frequency upto 10 KHz. switch life under std. op. conditions shall be mechanically minimum 50000 operations @300 cycles/ hour and electrically 10,000 operations at 100% rated duty for 100 cycles/ hour including making connection 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 . 145 10 AMP 146 Providing & Fixing of110/220 V, unibody LED Indicatinglamp IEC 60947with integral circuit, IP 65 above panel &IP 20 terminal block, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min.29 mm, contact material phospher bronze for Led, PCB contacts shall be ofbrass (tin plated), impulsedielectric tested for 2.5 KV, Rated insulation resistance shall be 100 M ohm at 500VDCincluding connection etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 147 Red/yellow/Green colour 148 Blue / white Colour 149 Providing & Fixing of self healing IP20 MPP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 OR IEC : 608311& 2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz, Operating loss less than 0.30 Watt per KVAR. Min over current capacity 1.8 times rated current & peak inrush current min. 300 times of rated current, llife expectancy greater than 100000hrs(temp class - 25 D)in 440 V/480 V Capacitor and for 525 V should life expectancy minimum 1,65,000 hrs (temp class - 25 D)including making connections, 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 . 150 Heavy dutyThree phase 440 V, 50 Hzcylindrical type capacitor (Bank) 151 Providing & Fixing of IP54 microprocessor based 3 CT’s for all 3 phasesensing compensationpower factor correction relay Size 139mm x 139 mm, Operating Voltage 415/440 V, IEC / EN 610006-(2&4)having 3 CT sensing, sensitivity up to 50 milli amp secondary current , self analysing auto c/k setting according to targeted power factor setting, the relay shall havedigit display unit for display of real power factor, targeted power factor, lag/lead capacitor switching status, alarm output for under current, over current, insufficient compensation, communication interface with RS 485,indication of switching on units, auto/manual status, and shall have over load protection, no volt release , having multi parameter like KW, KVA, KVAR, RMS Value, step switching time 2 sec to 1800 sec. Lead & Lag parameters, metering facility and3 no. Class- 0.5 Cast ResinCT ( refer CT specs in this chapter )for sensing the relay including making coonection with 1.5 Sq.mm copper wire 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 . 152 6 to 8 stage 153 Providing & Fixing of440 Volt 3 pole capacitor(AC 6 B ) duty contactor with 3 no. early make and post break auxiliary contacts in series with quick discharge damping resistors/ reactors to limit the inrush current as per PWD specification for electrical Works,IS/IEC 60947-4-1 : 2000, insulation voltage 1000V, impulse withstand voltage 8 KV,Din rail mounting type including making connections, testing etc. as required. suitable for following capacity capacitor bank.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 154 8.5kVar 155 12.5 kVar 156 20.0 kVar 157 25.0 kVar 158 Providing & Fixing offlush head push button actuators IEC 60947with integral circuit, IP 65 above panel &IP 20 terminal block, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min.29 mm, contact material phospher bronze for Led, PCB contacts shall be ofbrass (tin plated), impulsedielectric tested for 2.5 KV,including connection 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 . 159 Non luminous type 160 SITC of3 /4pole current limiting Moulded case circuit breaker (MCCB) made of flame retardent & heat resistant materialhaving following current rating, short circuitbreaking capacityat 440/415 V, 50 Hz; O/L & S/C settings , conforming to IS/IEC 60947 P -2 :2003 with frontface and centralised adjustable, trip free mechanisum, true contact position indicator,line load interchangeability,designed for both horizontal & vertical mounting without any adverse effect on electrical performance, suitable for operation upto 55 degree and without derating upto 40 degree,pollution degree 3, having positive isolation capability, push(test) to trip, trip time less then 10 ms under s/c condition, Breaking capacity Ics = 100% ICU. U imp =8 KV, rated insulation voltage690 V.provision for UVR , shunt trip , earth fault trip, door interlock, pad lock & rotary handle , including making connectionsetc. as required.OEM shall have submitNABL / CPRI / ERDA accrediated lab type test certificate before execution All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 161 3 pole MCCB With Thermal Magnetic release 162 up to 100 Amp , 25 kA, adjustable O/L & adjustable S/C setting, 163 4 pole MCCB With Thermal Magnetic release 164 160 Amp , 25 kA, adjustable O/L & adjustable S/C setting, 165 400 Amp , 35 kA, adjustable O/L & adjustable S/C setting, 166 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load andsite requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted inexisting distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above ratingincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer incharge. For additional technical parameters of product / work refer Annexure A attached with this BSR 167 Four pole MCB (With B/C curve tripping Characteristics) 168 40 A rating 169 50-63 A rating 170 Triple pole MCB (With D curve tripping Characteristics) 171 6 A to 32 A rating 172 40 A rating 173 50/63 A rating 174 P & F of Direct on line (DOL) / Star - Delta Starter as per IEC type-2 Co-ordination chart of OEM in Existing Panel withcircuit breaker having inbuilt overload protection or separate thermal Overload relay, Short circuit, phase loss protection, suitable Contactors, including wiring between switchgears, Indicating lamps for R,Y,B,ON,OFF,Push button for ON, OFF, Volt meter, Ammeter, selector switch for local/remote, auto/manual/OFF operation. Cast resin CTs,provision for potential free contacts 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 . 175 S & F of STAR DELTA STARTER IN THE EXISTING PANEL WITH FOLLOWING RATING 176 37KW 177 PROVIDING AND FIXING OF SOFT STARTER IN EXISTING PANEL 178 75 KW 179 110 KW 180 LT CABLES 181 SITC ofchemical Gel earthing system ofDual Pipe Technology made of with B ClassG I Pipeas per IS 1239 ( part-1):2004of Medium duty of following sizesas per pointsProviding & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un armoured / Armoured aluminium cable of 1.1 KV grade as per PWD specification for electrical Works in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench with filling of excavated earth in trench , on existing cable trays or on surface etc. including making necessary connection, testing etc. as required of size and as per points (a), (b), (c), mentioned below:-mentioned (a), (b), [c), (d), (e) below :- 182 10.0 Sq. mm 183 4 core 184 35.0 Sq. mm 185 3.5 core 186 70.0 Sq. mm 187 3.5 core 188 120.0 Sq. mm 189 3.5 core 190 185.0 Sq. mm 191 3.5 core 192 240.0 Sq. mm 193 3.5 core 194 LT Cable Termination & Accessories 195 Supplying and making one end termination with heavy duty brass compression gland (as per IS 12943- 1990) SIBG type, heavy duty aluminium lugs (as per IS 8309 -1993 & IS 8337-1976 ) duly crimped with crimping tool, PVC tape as per PWD specification for electrical Works etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 196 4 x 10.0 sq.mm 197 3.5 x 35.0 sq.mm 198 3.5 x 70.0 sq.mm 199 3.5 x 120.0 sq.mm 200 3.5 x 185.0 sq.mm 201 3.5 x 240.0 sq.mm 202 Transfer/Risingmain Pipe Line 203 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. 204 100 mm 205 150 mm 206 200 mm 207 250 mm 208 350 mm 209 400 mm 210 Manufacturing,supplying,lowering,layingandjointinginposition tocorrectlinespirallyweldedSAW/FabricatedMSPipehaving bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, includingalltaxes(Centralandlocal),transportationandfreight charges,inspectioncharges,loading/unloadingcharges, including costoflabourandmaterial,specials(Tee,bendetc.),fieldjoints, satisfactory hydraulic testing, disinfection, commissioning etc. completeas per technical specifications anddirection of Engineer- in-charge; (excluding earthwork, internal lining and outer coating).Note :Providing andfixing ofall requisitespecials asper drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 211 Outer dia of pipe 406.4 mm and thickness 212 7.1 mm 213 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. 214 MS pipespecialsup to600mmdia (withminimum5mmthickness sheet) 215 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 216 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soilas requiredin layers not exceeding 20cm indepth including consolidatingeachdepositedlayerbyramming,wateringetc.andstacking serviceable materialformeasurements anddisposalof unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: 217 Ordinary rock 218 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. 219 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. 220 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. 221 Plain cement concrete pavementof M-30 Grade 222 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float StainlessSteelAISI304/IS:3444,FloatGuide-HBT1,Bodyseatring-Leadedtin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CSEpoxypaintinsideoutsideoffoodgradesafefordrinkingwater,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 223 Class PN 1.6 224 50 mm S-2 Type 225 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. 226 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 227 100 mm dia 228 125 mm dia 229 150 mm dia 230 200 mm dia 231 250 mm dia 232 350 mm dia 233 400 mm dia 234 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,DIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddiaandasperfollowingspecifications:Governingstandard- AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 orGR SG-400/12as perIS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside fasteners - CS/ Galvanised steel, Outlet of big orifice will haveascreentopreventTamperoffloat, withDImetalseatedD/FNonrising stemSluiceValvesasper(IS:14846amended uptodate)PN1.6ratingsValves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 235 Class PN 1.6 236 50 mm dia 237 80 mm dia 238 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 1.0 239 100 mm dia. 240 125 mm dia. 241 150 mm dia. 242 200 mm dia. 243 250 mm dia. 244 350 mm dia. 245 400 mm dia. 246 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. 247 For in-campus Valve Chambers 248 Sluice valve chamber of size1.13m x0.85m x1.225mfor pipe size-upto100mm 249 Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-from 125-to-150mm 250 Sluice valve chamber of size1.26m x1.185m x1.76mfor pipe size-from 200-to-300mm 251 Sluice valve chamber of size1.39m x1.43m x2.125mfor pipe size-from 350-to-450mm 252 ConstructionofRCCpillarforfollowingsizeofairvalvesincluding earthworkexcavation, RCCM25gradeforbaseslab,verticalpillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work,propercuringofconcreteworkcompleteinallrespectasper standard specifications and drawings and as per direction of Engineer-inCharge. 253 Air valve pillarfor airvalves size of 80mmdia 254 Earth work in excavation in foundation, trenches manholes, roads side chambers etc including dressing of sides and ramming of bottom, including getting out the excavated material, refilling after laying pipes/foundation, dewatering and disposal of excavated material at a lead up to 50 m suitable site as per direction of Engineer for following depth, below natural ground/Road top level Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 4.10.1.1 255 Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m. 256 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level in 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). 257 Reinforced cement concrete work inbeams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: 258 M-30 Grade Concrete 259 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. 260 Thermo-Mechanically Treated bars.@ 90 kg /cum 261 Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : 262 (c) Columns, Pillars, Piers, Abutments, Posts and Struts. 263 Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix :1:6 (1 cement : 6 fine/ coarse sand) 264 Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 265 Distribution Pipe Line 266 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. 267 100 mm 268 150 mm 269 200 mm 270 250 mm 271 300 mm 272 350 mm 273 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. 274 HDPE PE-80PN-6 275 90 mm dia 276 110 mm dia 277 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 278 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soilas requiredin layers not exceeding 20cm indepth including consolidatingeachdepositedlayerbyramming,wateringetc.andstacking serviceable materialformeasurements anddisposalof unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: 279 Ordinary rock 280 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. 281 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. 282 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. 283 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 284 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. 285 Manually Operated CI Sluice valve of Class PN-1.0 286 80 mm HW 287 100 mm HW 288 150 mm HW 289 200 mm HW 290 250 mm HW 291 300 mm HW 292 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float StainlessSteelAISI304/IS:3444,FloatGuide-HBT1,Bodyseatring-Leadedtin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CSEpoxypaintinsideoutsideoffoodgradesafefordrinkingwater,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 293 Class PN 1.6 294 25 mm S-1 Type 295 40 mm S-1 Type 296 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 1.0 297 80 mm dia 298 100 mm dia. 299 150 mm dia. 300 200 mm dia. 301 250 mm dia. 302 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. 303 For in-campus Valve Chambers 304 Sluice valve chamber of size1.13m x0.85m x1.225mfor pipe size-upto100mm 305 Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-from 125-to-150mm 306 Sluice valve chamber of size1.26m x1.185m x1.76mfor pipe size-from 200-to-300mm 307 Supply of Chlorine Safety Equipment set comprising of the items Chlorine leak detector with two sensors, self contained compressed air breathing apparatus, safety shower with eye wash, emergency tonner repair kit, protective clothing such as PVC overall, gloves and rubber boots; complete as per detailed specifications & the directed of the Engineer. 308 Providing, installation, testing and commissioning of vacuum Feed Gas Chlorinator system with all accessories and making connection with existing pipeline required including supply & installation of ejector unit, Vacuum chlorination unit, trunnion roller support, auxiliary container valve, flexible copper connector, manifold valve, tonner manifold pipes, chlorine Pressure gauge, Isolation valve, gas filter, pressure reducing valve, chlorine gas pipe with fittings, diffuser, lifting beam, load indicator, 25 NB PP diaphragm Valve on injector inlet & outlet, 32 OD uPVC pipe for chlorine solution, 25 NB GI pipe for pump suction & delivery, 25 NB GM gate valve on pump suction & delivery, 25 NB GM Y type strainer on pump suction, 25 NB GM Check valve on pump delivery, pressure gauge with Isolated valve on pump delivery and chlorine booster pump with motor of required capacity including safety equipment complete in all respect as per specification and the direction of the Engineer. 309 2 kg/hr capacity 310 Supply of Chlorine Tonner as per specifications with rollers complete in all respect as per the direction of Engineer. 311 Providing, installation, testing and commissioning of Fiber Reinforced Plastic made hoods for each chlorine tonner along with necessary leak proof piping connected to air blowers for forced ventilation during probable chlorine tonner leakage completely interlocked with Chlorine Gas leak detector to main PLC. The scope includes FRP hood for all connected tonners, interconnecting piping, air blower of adequate capacity (working and stand by) and ancillary electrical works capacity complete in all respect as per specification and the direction of the Engineer 312 2 kg/hr capacity 313 Pump House Civil Work 314 ConstructionofPumphouseofRCCframedstructureasperapproved standardGA,structure,electricaldrawing,scopeofworkandtechnical specificationcompleteworkinallrespectincludingelectricalworksfor indoorand outdoor lighting and fans, rain water drainage, sanitary, plumbing, monorail/ EOT crane etc for Earth quake zone II and SBC equal to or more than 7 T/sqm.Note: Standard drawings can be viewed on website https://pheddms.rajasthan.gov.in/private/public/dms_document.aspx. 315 Type I ( 72.3 Sqm) 316 Type III ( 150.6 Sqm) 317 Provision of SCADA 318 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 1.0 319 100 mm dia. 320 200 mm dia. 321 250 mm dia. 322 300 mm dia. 323 400 mm dia. 324 SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of followingdiaandspecificationscomplete:Media:Water(Raw/ Chlorinated) ,Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/MeterTube:SS304, Electrode:SSAISI316L/ HastelloyC276/ Tantalum,Lining Material : HardRubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completelysealed(leakproof)constructionasperrequirementofIEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertorEnclosure:DieCastAluminium,PowerSupply:80-240VAC- 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart,Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parametersand totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) andIP67fortransmitter/convertor,includingSurgeArrester,ifrequired, and all materials required for making connection etc. complete in all respect as per technical specification and direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 325 EFM100 mm 326 EFM 200 mm 327 EFM 250 mm 328 EFM 300 mm 329 EFM 400 mm 330 SITCofUltrasonicLevelTransmittersuitableformeasuringwaterlevel in reservoir,NormalPowered24VDC,TypeofTransmitter:TwoWire(4-20 mA),CableEntry:1/2NPT(F),SensorMaterial:PP,slip-onFlange:2½” Flange,MaterialofConstructionforSlip-onflange:PP,output4~20mA, HART compatible,accuracy +/_ 0.2 % as per detailed Technical specification, scope of work and direction of Engineer in charge. 331 Measuring range 0.0 to 6.0 mtr 332 SITCof UltrasonicLevelTransmittersuitable formeasuring waterlevel in reservoir,poweredbysolarpanelwithminimum48powerbackupor internal installed battery ( 5 years battery life with replacement warranty), with out put as GSM/GPRS + data logger , Sensor Material: PP, accuracy +/_ 0.2 %,as per detailed Technical specification, scope of work and direction of Engineer in charge. 333 Measuring range 0.0 to 6.0 mtr 334 Supply, Installation, testing and commissioning of SCADA System at Master Control Centre complete with PC server, monitor, communication modules, printers, 2 Nos. of 60LED Display of latest resolution and configuration, 4 Nos of 32 Operator console ( 1 No. of Engineering, 1 No. of operator console, 1 No. of Historical and 1 No. of Web Server) including control desk, chairs, storage racks etc., required hardware, software complete with all accessories and in line with Technical Specification. 335 Design, Manufacture, Supply, Installation, Testing and Commissioning of Indoor type PLC Panel of size approx. 800 mm X 500 mm X 2000mm (LBH) , Fabricated out of min. 2 mm thick CRCA sheet complete with latest configuration, necessary programming software for PLC & SCADA and comprising of all accessories not limited to the following: 336 DI No. 46DO No. 42AI No. 10AO No. 4MCB 16A DP No. 2MCB 6A DP No. 6SMPS 100-240VAC/ 4.5A / 24 VDC No. 1Selector Switch (Auto/Manual) & Local / Remote No. 2Control Relays Lot 1Annunciator with 24 Windows NO to NC TypeMicroprocessor Based, Window Size 75*42mm,110VAC, with No. 1 337 Electronic Hooter No. 1Control Transformer 200VA No. 1Emergency STOP Push Button No. 1Panel Cooling Fan & Filter No. 2Panel Light with Door Switch, 7W No. 1Control Indication Lamp for 24VDC, 220VAC No. 3Push Button No. 3Power Wiring+Control Wiring + Control TB/ Fuse2A,TB etc Lot 1Panel Hardware, lugs, terminations, ferrules,name plate Etc.Lot 1UTILITY SOCKET 16A, 3 PIN No. 2HMI Display 10 Inch, Colour No. 1Isolators Dual Output, 24VDC Lot 1 338 Compact RTU complete with DI, DO, AI and modbus communication ports and power supply. // Compact RTU for variable power supply using batteries, rechargeable batteries, solar or 10.8 V DC to 28.8 VDC with integrated modem; connection to control center via Tele Control Basic, DNP3, IEC60870-5-104 and Communication protocols, on-board I/O (8 DI, 4 DQ, 4 AI), configuration and diagnostics per web interface, RJ45 port, mobile communicationsantenna (GSM/UMTS), Mini SIM card, with adapter Micro SIM card also, GPRS (Multi-slot Class 10), 35 mm DIN rail mounting, TCP/IP, DNP 3, Open VPN-Client. Panel Enclosure for Compact RTU Location, wall/floor mounted along with wiring and related accessories and arrangement of mounting of RTU, Modem and having IP-5X Protection. Panels shall be self-fabricate type only with Canopy. 339 Provision of Civil Work 340 Boundary Wall 341 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. 342 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. 343 Provision of Construction of Residential quarter 344 Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. 345 In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. 346 Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding20cm in depth, onsolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m. 347 Random rubble dry stone Kharanja (soling) under floor. 348 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. 349 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 350 Random rubble masonry with hard stone in foundation and plinth : 351 Cement mortar 1:6 (1 cement : 6 coarse sand) 352 Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : : 353 Cement mortar 1:6 (1 cement : 4 coarse sand) 354 Half brick masonry with FPS bricks of class designation 75 in superstructure above plinth level upto two stories. 355 Partitian Wall 356 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. 357 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) (As per design mix) 358 Plinth Beam,lintel beam and slab beam 359 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. 360 Thermo-mechanically Treated bars (Conforming of relevent IS code) 361 Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : 362 Suspended floors, roofs, landings, balconies and access platform. 363 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 364 Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 365 1:4 (1 cement : 4 fine/ coarse sand) 366 Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 367 1:6 (1 cement : 6 fine/ coarse sand) 368 Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 369 1:4 (1 cement : 4 fine/ coarse sand) 370 Providing and fixing 1st quality ceramic glazed vitrified tiles of colour standard white, grey, ivory, fume, red brown, light green, light blue, and other light shades with water absorption less than or equal to 0.08% confirming to IS : 13753 & IS : 15622 in floor, steps etc laid on bed on neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on wall and pillar) 371 Size 600mm x 600mm 372 Providing and fixing 1st quality ceramic glazed vitrified tiles of colour standard white, grey, ivory, fume, red brown, light green, light blue, and other light shades with water absorption less than or equal to 0.08% confirming to IS : 13753 & IS : 15622 in floor, steps etc laid on bed on neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on wall and pillar) 373 Size 600mm x 600mm 374 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. 375 1501 Cm2 to 3600 Cm2 Tiles 376 Providing and fixing on wall face Unplasticised Rigid PVC Single socketed pipes rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming toIS : 5382 leaving 10 mm gap for thermal expansion. 377 110 mm diameter 378 Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 379 Bend 87.5° 380 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase and making good and painting exposed portion of the clamps complete. 381 Providing and fixing single paitam (rebated) stone doors windows and ventilator frames of approved quarry in cement sand mortar 1:4: 382 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 383 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. 384 Fixed to steel windows by welding. @ 35kg/sqmtr 385 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer. 386 M.S. tube. @ 125 kg floor 387 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side /top /centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and rivetted with 15x3mm lugs, 10cm long, embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and a priming coat of approved steel primer excluding the cost ofmetal beading and other fittings except necessary hinges or pivots complete as per approved design. 388 Windows side hung /Ventilators top or centre hung (openable) 389 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure A: 390 35 mm thick . 391 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete 392 Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding. 393 all inner plaster surface with ceiling 394 Applying one coat of cement primer of approved brand and manufacture on wall surface : 395 Finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding: 396 New work (Two or more coats applied @ 3.84 kg/10 sqm). 397 Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blow or/ and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and fourth courses of roofing felt type 2 grade II (glass fibre base self finished bitumen felt) and sixth and final course of stone grit 6mm and down size or pea sized gravel spread at 6 cubic dm per sqm including preparation of surface but excluding grading, complete. 398 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 399 In 75x75mm deep chase 400 Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.: 401 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 & itsISI 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 sheets & 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 402 Short point (up to 3 mtr.) 403 Medium point (up to 6 mtr.) 404 Long point(up to 10 mtr.) 405 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 & its 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 sheets & 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 406 Short point (up to 3 mtr.) 407 Medium point (up to 6 mtr.) 408 S&F following sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according to IS Specified along withISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR 409 25 mm 410 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load andsite requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted inexisting distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above ratingincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 411 6 A to 32 A rating 412 Providing & Fixing of 240/415 V isolatorISI marked IS:13947-III/conforming to IEC 60947-3, suitable for AC22A utilization category, 4KV impulse withstand voltage,true contact indication,Red colour dolly / lever shall have single mould covering over all poles for operation , two position din rail mounting,minimum phase termination capacity of 35sq.mm.IP 20 contact protection and fitted in existing distribution board / sheetincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure A attached with this BSR 413 Double pole isolator 414 63 A rating 415 P & F Surface mounting IP-65, IK-09 Class-II self extinguishing insulating material weather proof cabinets confirming to EN60439-3 with IP-65 Key lock, fully reversible door and cabinet, removable chasis and face plates, of following size. For additional technical parameters of product / work refer Annexure A attached with this BSR 416 1 row 6 module 417 Plumbing and Sanitary work 418 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved unicipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 419 W.C. pan with ISI marked white solid plastic seat and lid 420 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : 421 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, includingpainting of fittings and brackets, cutting and making good the walls wherever require : 422 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. 423 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required : 424 510x1040 mm bowl depth 250mm. 425 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 426 1000 litres capacity. 427 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in-charge. Concealed work including cutting chases and making good the walls etc., 428 15 mm diameter 429 20 mm diameter 430 25mm diameter 431 Providing and fixing brass bib cock of approved quality : 432 Bib Cock with long thread 15 mm nominal size 433 Providing and fixing brass stop cock of approved quality : 434 Providing and fixing square-mouth S.W. gully trap grade A’ complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :complete as per approved design & type. 435 Construction of WTP ,campus development, 436 Clearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201. 437 Earth work in excavation for road way including trimming of bottom slope in accordance with requirement of line, grade, cross sections including disposal of surplus material with all lead and lift upto 50mas per MoRT&H specification clause 301. (In all types of soil) For Internal Roads -2 (5mt wide) 438 Construction of embankment with approved materials deposited at site available from roadway cutting and excavation from drain and foundation of other structures, graded and compacting by vibratory roller of 8-10 tons to meet requirement of table 300-2 as per MoRT & H specification clause 305. 439 Providing laying, and spreading of granular sub base by providing coarse grade material (Table 400-2) spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavotor at OMC and compacting with vibratory roller to achieve the desired density complete as per MoRT&H specification clause-401 including all material, labour, machinery, lighting, guarding etc with all lead and lifts as directed by Engineer.(Grading -III material) 440 Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up the interstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete. 441 Crusher broken- grade-II -(63mm- 45mm) 442 Crusher broken- grade-III -(53mm- 22.4mm) 443 Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding. 444 Providing and applying tack coat on the prepared surface with bitumen emulsion as per IS: 8887 and approved quality @ 0.3 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 445 Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including cost of anti-stripping compound wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat.(With Bitumen VG-grade 30) 446 Providing and applying premixed seal coat Type B comprising of thin application of fine aggregate 0.06 cum/ 10 sqm premix with bitumen binder @ 6.8 Kg/ 10 Sqm (including cost of anti-stripping compound wherever required) laying with paver finisher with electronic sensor control and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. (With Bitumen VG-grade 30) 447 Planting tress as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6m by grubbing and levelling the ground upto a depth of 150 mm, digging holes 0.9 m dia, 1 m deep, mixing farm yard/ sludge manure with soil, planting of sapling 2 m high with 25 cm dia stem, backfilling the hole and watering.: 448 Earth work in excavation for road way including trimming of bottom slope in accordance with requirement of line, grade, cross sections including disposal of surplus material with all lead and lift upto 50mas per MoRT&H specification clause 301. (In all types of soil) For Internal Roads -2 (5mt wide) 449 Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 450 Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 451 PCC M-30 452 Supply and erection of Mild steel Swaged tubular pole conforming to IS: 2713-1980 (part I to II) with base plate, The pole shall be made from steel tube & Pipe (IS:1141, Fe 410) including excavationof the pit and filling the same with C.C. of M-20 grade (1:1.5:3) from base plate to 50 cm above ground level, with the help of steel frame not less than 40 cm dia up to 114.3mm outer dia and 50 cm beyond 114.3mm outer dia around the pole. Duly finished with cement plaster, earthing terminals, cable entry with 32 mm dia. B class GI cable sleeves. After eraction pole shall be painted with two coat of red oxide primer and two quote of enamel paint of silver colour as per the direction of Engineer incharge complete as required of following height & designation.( See Table P - 02 forspecs. ) All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 453 7.5 Mtr. ( 410 SP - 5) 454 Add for supply and fixing of Pole OEM fabricated Mild steel Overhang of following size over the existing poles, Overhang shall be painted with two coat of red oxide primer and two quote of enamel paint of silver colour as per the direction of Engineer incharge. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 455 76.1 mm OD x 3.25 mm thickness 456 Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) 70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR 457 LED Street Light fixture with Minimum lumen output 7500 lm 458 Providing and fixing of fuse box size 250(H) x 200(W) x 150(D) mm fabricated of 1.6mm MS sheet with hinged cover, dust and vermin proof, rubber gasket, locking arrangement, duly holded with 2 nos pole clamps of 20 mm x 3 mm flat with nut and bolts, complete with anticorrosive treatment, finished with two coat of approved enamel paint. The box shall be provided with 2 / 4 nos copper bus bar 125 x 20 x 3 mm with brass screws suitable supports,earth terminal, inter connection, knock outs for 20 / 25 mm cable gland, 1 no. 6 Amp MCB complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 459 Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have its own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure A attached with this BSR 460 16.0 Sq. mm 461 4 core 462 Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing etc. as required of following size. OEM must have its own in house NABL accrediated Laboratory for testing procedure as per IS:10810. For additional technicalparameters of product / work refer Annexure A attached with this BSR 463 Un-armoured 4.0 Sq. mm 2 core 464 Pre Cast U/Semi circular Drains (Outer size 600x400 mm, wall thickness 80 mm) Providing and fixing Precast concreteUdrains (M-30 Grade) of different sizes (Manufactured with fully mechanised dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ratio in concrete mix. Manufactured with Steel moulds (Milled and manufactured in CSI diamond or CSI Nitro process for accuracy) on steel base plate of min 16 mm thick; Having Vibration and pressing action both together with the help of multiple synchronised vibrators. Power of hydraulic station should be minimum 50KW for compaction and cured in controlled chambers having humidity control and automated air circulation system) including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 Coarse Sand), cost of required centering, shuttering complete and spreading 25mm thick sand underneath. 465 Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. 466 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level in 1:3:6(1 Cement : 3 fine/ coarse sand : 6 graded stone aggregate 40 mm nominal size). 467 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 468 Carriage of Materials by mechanical transport including loading, unloading and stacking :: 469 Earth 470 Stone, boulders, gravelly material 471 Room at Exn Office 472 Earth work in excavation in foundation, trenches manholes, roads side chambers etc including dressing of sides and ramming of bottom, including getting out the excavated material, refilling after laying pipes/foundation, dewatering and disposal of excavated material at a lead up to 50 m suitable site as per direction of Engineer for following depth, below natural ground/Road top level 473 (Depth from Av. GL to 1.5m depth) 474 Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m. 475 Kharanja (soling) 476 Random rubble dry stone Kharanja (soling) under floor. 477 PCC 478 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level in 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). 479 For Footing 480 Brick Work 481 Brick work with FPS bricks of class designation 75 in superstructureabove plinth level upto two stories in all shapes and sizes in : 482 Cement mortar 1:6 (1 cement : 4 coarse sand) 483 Half brick masonry 484 Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto two stories.Cement mortar 1:4 (1 cement :4 coarse sand) 485 RCC 486 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 487 M-30 Grade Concrete 488 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : 489 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 490 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: 491 M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) -As per design mix) 492 Steel fabrication 493 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. 494 Thermo-Mechanically Treated bars.@135 kg /cum 495 Centering & Shuttering 496 Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : 497 Foundations, footings, bases of columns, etc. for mass concrete. 498 (a) Suspended floors, roofs, landings, balconies and access platform 499 (b)Lintels, beams, plinth beams, girders, bressumers and cantilevers. 500 (c) Columns, Pillars, Piers, Abutments, Posts and Struts. 501 Plaster 15 mm (Internal plaster- in CM 1:4) 502 Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on the rough side of single or half brick wall of mix : 503 1:4 (1 cement : 4 fine/ coarse sand) 504 Plaster 20 mm (Externalplaster) (Cm 1:6) 505 Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 506 1:6 (1 cement : 6 fine/ coarse sand) 507 Plaster 12 mm Ceiling plaster) (CM 1:4) 508 Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : 509 1:4 (1 cement : 4 fine/ coarse sand) 510 Rain water pipe 511 Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes: 512 110 mm diameter 513 Steel Work 514 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia, steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 515 Providing and fixing M.S. grills of required pattern in frames ofwindows etc. with M.S. flats, square or round bars etc. all complete. 516 Fixed to steel windows by welding. @ 35kg/sqmtr 517 Providing and applying plaster of paris putty of 2 mm thickness overplastered surface to prepare the surface even and smooth complete (all plaster surface ) 518 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer. 519 all inner plaster surface with ceiling 520 Finishing walls with water proofing cement paint of required shade for external surfaces:New work (Two or more coats applied @ 3.84 kg/10 sqm). 521 all outer plaster surface 522 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately For the purpose of measurement the entire treated surface will be measured. 523 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 524 In 75x75mm deep chase 525 Wiring of light point/ fan point/ exhaust fan point/ call bell point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (as per IS:694) and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (as per IS:694) on surface ISI marked ( IS:14927 P - II ) UPVC casing capping& its accessories like coupler, inner, outer, elbow, square box, tee, end cap etc., recessed 18 SWG G. I. box with earth terminal/surface UPVC Boxwith earth terminal, 6 A switch 3 pin ceiling rose / lamp holder/ 3 point connector , 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 -1995),Al. alloy/ cadmium plated iron screws 20 mm cup washers etc., all as per pre approved by Engineer in charge,making connections, testing etc. complete as required. or specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessoriesrefer Chapter E - 04, E - 05 & E - 07 . For additional technical parameters of products/ work, referAnnexure A attached with this BSR 526 Short point (up to 3 mtr.) 527 Medium point (up to 6 mtr.) 528 Long point (up to 10 mtr..) 529 wiring of 3/5 pin 6 amp. Light plug point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694)and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694)in recessed ISI markedMMS ( IS:9537 P - III ) vergin material PVC conduit & its all accessories( J.B. , Bends etc.) , round tiles,18 SWG G.I. box with earth terminal of required size,6 Aswitch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 -1995),Al. alloy/ cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Engineer in charge,making connections, testing etc. complete as required. For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessoriesrefer Chapter E - 04, E - 05 & E - 07. For additional technical parameters of products/ work, referAnnexure A attached with this BSR . 530 Short point (up to 3 mtr.) 531 S&F following sizes (dia.) of ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit as per PWD specification for electrical Works along with its accessories (IS: 3419 ) as requiredinrecess includingcutting the wall, covering conduit and making good the same as required. All relative and latest acceptance tests reports by any NABL accredited lab for the conduit shall be submitted before execution & All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, referAnnexure A attached with this BSR . 532 25 mm 533 P & F of Industrial plug and socket conforming to IEC 60309-1/2 made out of self extinguishing engineering polymer / polyamide, nickel plated brass sleeve and pins, socket with shutter including making connection etc as required. 534 Short point (up to 3 mtr.) 535 Providing & Fixing of 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C tripping characteristic as per type of load andsite requirement) 4KV impulse withstand voltage,as per PWD specification for electrical Works with ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductorline load reversibility, label holding facility , IP 20 contact protection and fitted withexisting distribution board/sheets, min. operation 20,000 upto 32 A rating and 10,000 upto 63 A, 5000 for 80 A ratingincluding making connections, testing etc. as required.. OEM shall have submitNABL / CPRI / ERDA accrediated lab test reportsbefore execution & All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 536 6 A to 32 A rating 537 Providing & Fixing of 240/415 V isolator as per PWD specification for electrical Works with ISI marked IS:13947-III/conforming to IEC 60947-3, suitable for AC22A utilization catagory, 4KV impulse withstand voltage,true contact indication,Red colour dolly / lever shall have single mould covering over all poles for operation , two position din rail mounting,minimum phase termination capacity of 35sq.mm. , label holding facility , IP 20 contact protection and fitted with existing distribution board / sheetincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab test reportsbefore execution & All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .Double pole isolator 538 63 A rating 539 Providing & Fixing of Recessed/surface mounting heavy duty Enclosure made out from Galvanized steel / CRCA sheet not less then 1.2 mm thickconforming to IS-8623-1 & 3 /IEC 61439- 1 & 3. powder painted complete with din rail making internal DB terminations with copper lugs, detachable gland plate, including making connections, testing etc. as required.For additional technical parameters of product / work refer Annexure A attached with this BSR 540 Suitable for Six / Eight module for MCB/ RCCB 541 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required 542 W.C. pan with ISI marked white solid plastic seat and lid 543 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, waste pipe with coupler, including painting of fittings and brackets, cutting and making good the walls wherever required with necessary accesories:White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. 544 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (500 Lit. capacity) 545 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc.,. 546 15 mm diameter 547 20 mm diameter 548 25mm diameter 549 Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). 550 15 mm diameter 551 Providing and fixing square-mouth S.W. gully trap grade A’ complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 100 x 100 mm size P type. (With F.P.S. Bricks class designation.) 552 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 553 15mm diameter 554 Railway Line Crossing 555 Supply and Pushing of MS casing pipe of specified thickness by trenchless method adopting micro-tunnelling or any suitable mechanical technology or technology approved by Railway below ground at all depth under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipment’s for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMBs. Providing MS cutting edges for front shield and Constructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Railway Authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer. (Protective coating/ lining if done that will be paid extra) Note- 1. Manual Pipe jacking is not permitted for workmen safety reasons. 2. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. 556 In all type of soils 557 600 mm dia 12 mm thick casing pipe 558 In Rock 559 600 mm dia 12 mm thick casing pipe 560 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. 561 Sluice valve chamber of size 1.39m x1.43m x2.245m for pipe size-from 350-to-450mm 562 Dismantling of RCC CWR, OHSR and Buildings 563 Safe demolition of old and damaged RCC CWR, OHSR and Buildings of capacity 150 KL & 18 m. staging including deposition of the dismantled inlet, outlet, overflow, washout pipes, bends, steel railing and other MS material at our PHED,& disposal of unserviceable material within lead as directed by Engineer in charge. Dismantled RCC debris with reinforcement steel should be carried out with contractor. 564 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 565 1: 3: 6 or richer mix. 566 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50metreslead as per direction of Engineer-in-charge. 567 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge 568 Providing and fixing double scaffolding system on the exterior side, upto five story made with 4 wooden member 1.5 m c/c horizontal and vertical direction joining with rassi, clamps, challies. The scaffolding system shall be stiffened with bracing, runner, connection of building if necessary with all essential safty features for the workmen etc complete as per direction of EI.The lavation area of the scaffolding shall be measured for payment. The payment will be made once irrespective of duration of scaffolding. Note : This item to be used for maintence work judiciall 569 Barricading with Sal ballies as per design including tying with vertical post by coconut strings including digging out holes in all types of soil complete in all respect with two horizontal members height 1.2 m upto 1.5m above ground level and vertical supports upto 2.5 centre and upto 3 days period including removal and cleaning the site complete in all respect & including dressing of sides and providing retro reflective tapes for traffic safety as per direction of Engineer-in charge in all types of soil. 570 Add extra for item No. 5.18 & 5.19 inbarricading for each subsequent day after 3 days 571 Demolishing brickwork manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge 572 In cement mortar 573 Dismantling steel work manually/ bymechanical means in built up sections without dismembering and stacking within 50metres lead as perdirection of Engineer-in-charge. 574 Channels, angles, tees & flats. 575 Providing, fabricating and erecting hand railing for walkway, top dome slab, balconey,staircase and landing consist of two rows ( one at top and other at middle level) of 20 mm GI pipe class-B and 900 mm high vertical angle 65X65X6 mmat spacing 1.50 m c/c including welding, threading, applying a priming coat of approved steel primer and embedding in cement concrete floor complete in all respect as per specification and the direction of the Engineer 576 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 577 Of area beyond 3 sq. metres 578 Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 579 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes, lead at site within 50 metre lead as per direction of Engineer-in-charge 580 Upto 150 mm diameter 581 Above 150 mm dia upto 300 mm dia. 582 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 583 Loading and unloading of stone boulder / stone aggregates / sand / canker / moorum by mechanical means. 584 Carriage of Materials by mechanical transport including loading, unloading and stacking ::(5 KM lead) 585 Stone, boulders, gravelly material (5 Km) 586 Cost of operation and maintenance of the system for 5 years after Completion and Commissioning of the Project. 587 1 Year O & M Cost 588 2 Year O & M Cost 589 3 Year O & M Cost 590 4 Year O & M Cost 591 5 Year O & M Cost
