Tender For Retrofitting Of Water Supply Scheme At Pendhari, Dhasai And Vidhe, Taluka Murbad, District Thane.
Tender Value
3.63 Crore
Estimated cost
Bid Submission
19 Oct 2022
0 days left
EMD
1.81 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
murbad → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retrofitting Of Water Supply Scheme At Pendhari, Dhasai And Vidhe, Taluka Murbad, District Thane.
BOQ
| Sl. No. | Item Description |
| 1 | PENDHARI Subwork No. 2 : Pumping Machinery Including Solar PumpItem No. 1:Submercible pumpset- Providing , errecting andgivingtestandtrialofsubmercible pumpset and allied equipment as under AtSupply Well 3HP |
| 2 | Item No. 2:Providinginstallinnginternalandexternal electrification as per detailled specification Rate Analysis |
| 3 | Item No. 3:Supplying and handing over tools |
| 4 | Item No. 4:supplying, installing, testing and commissioning of solar water pump of 10 HPcapacity, DC surface type, 135000 LPD, total head of 20 m, comprising of 2700 WP PV array / submersible type (with controller)105000LPD/63000LPD/42000LPDtotal head of 30 m / 50 m / 70 m,comprising of 3000 Wp/3000Wp/3000Wp PV arrayrespectively mounted on GI structure with necessary hardware with 5 years on site performance warranty specification number is ESD-SWPS3 BHP solar pump PWD, ELEC-MECH. D.S.R. 2021-22, P. No. 87 I. No. 4-7-9 |
| 5 | Item No. 7:Providing and fixing electrical connection to theheadworksitetorunningthepumping machineryandlightingtheheadwork premises with necessary labour and material charges etc. complete |
| 6 | Subwork No. 3 : Switch Room Item No. 1:Excavationforfoundation/pipe trenches in earth, soils of all types, sand, gravel andsoft murum,including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manualdewatering,preparingthebed forfoundationandexcludingbackfilling, etc. complete.P.W.D.D.S.R. 2021-22 I.NO.719 P.NO 115 |
| 7 | Item No. 2:Excavationforfoundation/pipe trenches in hard murum including removing the excavated material upto a distaceof50Mandliftsasbelow, stackingandspreadingasdirectedby Engineer-in-charge,normaldewatering, preparingthebedforfoundationand excluding backfilling, etc. complete.P.W.D.D.S.R.2021-22I.NO.723P.NO115 |
| 8 | Item No. 3:Providingandlayinginsitucement concrete M-10 / 1:3:6 of trap / granite / quartzite/gneissmetalforfoundation and bedding including bailing-out water manually formwork, compacting, coveringnewlylaidconcretebygunny bag, plasticor tarpaulin,curingetc. complete.(Woodenplanks/shuttering will not be allowed) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000 P.W.D. D.S.R. 2021-22 I.NO.825 P.NO 131 |
| 9 | Providing uncoursed rubble masonry of trap/ granite/ quartzite/gneiss stones in cementmortar1:6infoundationsand plinth of inner walls/in plinth of external wallsincludingbailing-outwater manually,strikingjointson unexposed faces and watering complete.P.W.D.D.S.R.2021-22I.NO.902P.NO146 |
| 10 | Item No. 4:Providingandlayinginsitu,cement concrete M-15 / 1:2:4 of trap / granite / quartzite/gneissmetalforfoundation and bedding including bailing-out water manually, formwork,compacting, coveringnewlylaidconcretebygunny bag, plasticor tarpaulin, curingetc. complete.(Woodenplanks/shuttering will not be allowed) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000 P.W.D.D.S.R.2021-22I.NO.826P.NO131 |
| 11 | Item No. 5:Filling in plinth and floors murum bedding in trenches with approved murumfromexcavatedmaterialsfrom foundation15cmto20cmlayers including watering and compactioncomplete. |
| 12 | Item No. 6:ProvidingBricksmasonryincement mortar1:6usingIindclassClay bricks in superstructure including striking joints,rakingoutjoints,wateringand scaffolding complete. P.W.D.D.S.R.2021-22I.NO.890P.NO144 |
| 13 | Item No. 7:Providing and laying Cast in situ/Ready MixcementconcreteM-20oftrap/ granite/quartzite/gneissmetal asper detailed designs and drawing or as directedincluding centering,formwork, cover blocks, laying/pumping, compactionfinishingtheformed surfaces with cement mortar 1:3 of sufficientminimumthicknesstogivea smooth and even surface or roughening ifspecialfinishistobeprovidedand curingetc. complete, (Excluding reinforcementandstructuralcomplete, withfullyautomaticmicroprocessor basedPLCwithsteel).withfully automaticmicroprocessorbasedPLC withSCADAenabledreversibleDrum Typemixer/concreteBatchSCADA enabledreversibleDrumTypemixer/ For R.C.C. columns Footing |
| 14 | For R.C.C. columns |
| 15 | For R.C.C. Beam & Lintel |
| 16 | For R.C.C. Chajja |
| 17 | Item No. 8:Providing and laying Cast in situ/Ready MixcementconcreteM-20oftrap/ granite / quartzite/ gneiss metal for R.C.C.slabsand20oftrap/granite/ quartzite/ gneiss metalforR.C.C.slabs and landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces withcementmortar1:3ofsufficient minimum thickness to give a smooth and evensurfaceorrougheningifspecial finish is tobe providedandcuringetc. complete,(Excludingreinforcementand structural steel).with fully automatic microprocessorbasedPLCwith SCADA enabledreversible Drum Type mixer/concreteBatchmixplant(Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand |
| 18 | Item No. 9:194Providingsandfacedplaster externally incement mortarusing approvedscreenedsand,inall positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofingcompoundat1 kgper cement bag curing the same for not less than2daysandkeepingthesurfaceof the base coat rough toreceive the sand facedtreatment6to8mmthickin cement mortar1:4finishing the surface bytakingoutgrainsandcuringfor fourteen days scaffolding etc.complete.Spec. No.: Bd.L.7 PageNo. 369 |
| 19 | Item No. 10:Providing internal cement plaster 20mm. thick in two coats in cement mortar 1:3 withoutneerufinish,toconcrete,brick surface,in all positionsincluding scaffoldingandcuringcomplete.Spec. No. : Bd.L.4 Page No. 368 |
| 20 | Item No. 11:Providing and fixing steel frame door of angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing, paintingetc. complete. |
| 21 | Item No. 12:Providingandfixingsolidcoreflush doorshuttercommercialinsingleleaf 30mmthickwithoutventilator commercial type of exterior grade as per detailed drawings withwrought iron hold fast, stainless steel Hinges and cromiumplatedfixturesandfastenings and handles on both sides and finishing with oil painting 3 coats complete. Spec. No.: Bd-T-36, Page No. 500 |
| 22 | Item No. 13:Providingandfixingsteelwindowof varioussizesasperdetaileddrawing withouthotdipzinccoating,without ventilators,includingfabricating/ glazing with plain /obscured glass panels of approved type and quality, iron oxidised fixturesand fastenings, finishingwithoilpaintingtwocoats complete (with guard bars 12 mm squareat 10 cm c/c.) |
| 23 | Item No. 14:Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations,slabs, beams columns, canopies, staircase, newels, chajjas,lintels pardis, copings, fins, arches etc. as per detailed designs,drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. |
| 24 | Item No. 15:Providingandlaying25mmto30mm thickroughShahabadStoneFlooring and of required width in plain / diamond pattern on abedof1:6C.M.including cement float, striking joints, pointing in cement mortar1:3,curing andcleaningetc. complete. |
| 25 | Item No. 16:Providingandapplyingwhite-washin twocoatsonold/newplas•teredor masonrysurfacesandasbestoscement sheets including scaffolding and preparingthesurfacebybrushing& brooming down complete. |
| 26 | Item No. 17:Providing & applying washable oil- bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces.(excludingtheprimercoat.) complete. |
| 27 | Item No. 18:Providingandapplyingtwocoatsof waterproofcementpaintofapproved manufacture andofapprovedcolourto the plastered surfaces including scaffolding if necessary, excluding primercoatcleaningandpreparingthe surface, watering for two days complete |
| 28 | Subwork No. 4 : Rising Main Item No. 1:Excavationforfoundation/pipetrenches inearth,soilofalltypes,sand,graveland soft murum including removing the excavated material with all lead and lifts, stacking and spreading as directed, normaldewatering,preparingthebedfor foundation and excluding back filling etc. complete. (Bd-A1/259) |
| 29 | Item No. 2:Excavationforfoundation/pipetrenches inhardmurumincludingremovingthe excavated material with all lead and lifts, stacking and spreading as directed, normaldewatering,preparingthebedfor foundation and excluding back filling etc. complete. |
| 30 | Item No. 3:Excavationforfoundation/pipetrenches insoftrockandoldcementandlime masonryfoundation, asphalt road including removing the excavated material with all lead and lifts, stacking and spreading as directed by engineer in charge,normaldewatering,preparingthe bedforfoundationandexcludingback filling etc. complete. |
| 31 | Item No. 5:Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cmto20cmlayersincludingwatering and compaction complete. |
| 32 | Item No. 6:Providing HDPE pipes (push on joints pressurepipes of D. I. of following class and diametersconfirming to the I. S. specification inclusive costof jointing materials (Rubber gasket of EPDMQuality ) excluding GST levied by GOI & GOM inall respect including Third party inspectioncharges of TPI Agency approved by MJPincluding Transit insurance, Railway Freight,Unloading from railway wagon, Loading intoTruck, Transportation to departmental store,unloading, stacking etc. completed as directedby Engineer in charges (IS 1536/2001 for pipesand IS 158/1969 and IS 12820/1989 or latest edition/revision with amendments for RubberGaskets |
| 33 | Item No. 7:Lowering,LayingandJointingDI K9pipesinproperposition including all specials by compression fitting/electrofusionandbuttfusion jointing procedure as per relevent IS Code completewithallmaterialsforjointing procedure like Electrofusion machine, Electricheater/buttfusionwelding machine with hydraulic jack, top loading clampetc.andall laboursas directedby engineer in charge as per IS-7634 Part IIDI PIPE CLASS K-9 |
| 34 | Item No. 8:Refilling the trenches with available excavatedstuffwithsoftmaterialfirst over pipeline and then hard material in 15 cm. Layers with all leads and lifts includingconsolidationsurchargingetc.complete. |
| 35 | Item No. 9:Providing ISI mark GI. pipe of following class and dia.including all statutory duties & taxes such as GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004. |
| 36 | Item No. 10:Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from storestositeofworks,alllabour etc. complete either underground or in vertical position,asdirectedbyEngineer-in-charge. |
| 37 | Item No. 11:Providing and supplying Air valve as per IS 14845-2000and MJP StdSpecification of approved make and qualityof following dia including all statutarydutiesandtaxessuchasGST levied by Gol and GoM in all respect , rly frieght inspection charges unloading from rlywagonloadingintotruck, transportatinuptoDeptstore/site unloading and stacking etc complete |
| 38 | Item No. 12:Providing and fixing in position air valve shaftincludingprovidingandfixingGI Medium Classor6mmthickM.S.pipe shaft2.70Mlong overbranchflange of air valve tee, providing PCC blockofM- 150 concrete 150 mm thick around the air valveteeincludingencasingofvertical shaftinPCCM-150asshownintype design together with providing and makingflangedjointswhereverrequired andfixingofairvalveovertheshaft excludingcostofairvalveandbranch flanged air valve tee. etc. complete as per typedesignandasdirectedbyEngineer- in-charge for following diameters of pipe lines (type design attached.) |
| 39 | Item No. 13:Providingandsupplyingdoubleflange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindlecaps includingallstatutary dutiesandtaxessuchasGSTleviedby GolandGoMinallrespect, transportation etc complete. |
| 40 | Item No. 14:Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following diaincluding all statutary dutiesandtaxessuchasGSTleviedby Goland GoM in allrespect, railway freight, inspection charges unloding from railway wagon,loadingintotruck, transportationuptodepartmentalstroes/ site,unloading,stackingetc.complete. Reflux valves as per I.S.5312 Part I (1984) |
| 41 | Item No. 15:Loweringlayingandjointinginposition following class and dia. C.I. Reflux valves,butterflyvalvesandsluicevalve including cost of all labour jointing material including nutbolt and giving satisfactory hydraulic testing etc.complete.a) sluice valve PN-1.6 100MM DIA |
| 42 | b ) Non ReturnvalvePN-1.6 100MM DIA |
| 43 | Item No. 16:Providing&constructingB.B.Masonry valvechamberwith15cmthick1:3:6 proportionPCCbeddingexcluding excavation, BB Masonry in CM 1:5 proportion precast RCC Frame and cover etc.completeasdirectedbyengineerin charge( Note wall thickness 0.23 mtrs for depthof1.20mand0.35forbalance depthexceeding1.2m(a)Asaboveof 0.90mx0.60m internal size and depth upto1.20MwithprecastRCCframeandcover. |
| 44 | Item No. 17:Providing and laying in situ Cement concreteoftrap/granite/quartzite/gneiss metalforPCCworkbelowfoundation andfootingincludingnormal dewatering,plywoodformwork, compaction,finishingandcuring, etc,complete. |
| 45 | Item No. 18:Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, CibaorMahindra&Mahindramake) from inside and outside including all taxes (Central and local), octroi, inspection charges, transportation to stores / site, and stacking,etc.complete.Doubleflangedspecials of all diameters |
| 46 | Item No. 19:ProvidingISIstandardR.C.C.pipesin standardlengthsoffollowingclassand diameter suitable for either collar joints or rubberringjoints,includingallstatutary dutiesandtaxessuchasGSTleviedby GolandGoMinallrespect,inspection charges,transporttodepartmental stores/site,unloadingandstackingetc.complete as per IS-458/1988 |
| 47 | Item No. 20:Lowering,layingandjointinginproper gradeandalignmentR.C.C.pipeswith collarjointsinC.M.1:1proportionor socketed R.C.C.pipeswith rubberjoints (excluding cost ofrubberring orR.C.C. collar,) including cost of conveyance from storestositeofwork,costofjointing material, labour etc. complete as directed byEngineer-in-charge(Forallclassof pipes.) Collar Joints.as per IS 783/1985 |
| 48 | Item No. 21:Hydraulic testing of H. D. P. E./ M. D. P.E.pipelinetospecifiedpressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangementforfillingsafewaterusing reciprocating type pumps which should be abletoprovidespecifiedtestpressure gaugesandothernecessaryequipments, labour,operationcharges,etc.required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.. |
| 49 | Subwork No. 5 : ESR Item No. 1:DesigningandconstructingR.C.C Elevated service reservoir of following capacitywithRCCstagingconsisting of columns, internal and external bracings,spaced vertically not more than 4.5 m c/c including excavation in all types of strata foundationconcrete cementconcretewithwaterproofing compoundtotheinside faceofthe containerincluding refilling disposing of the surplus stuff within a lead of 50 m all labour and material charges includinglowering,laying,errrecting, oistingandjointingofpipeassembly of inlet,outlet,washout,overflow and byepassarrangementasper departmental design providing and fixing accessories such as M.S.ladder, C.I.manholeframeandcoverwater level indicators, Lightening conductors G.I.piperailingaroundwalkwayand top slab, providing spiral staircase from groundlevel torooflevel,B.B.masonry chambers for all 20000 LTR |
| 50 | Item No. 2:Providing ISI mark GI. pipe of following classanddia. including all statutoryduties&taxessuchasGST levied by GOI & GOM in all respect, inspectioncharges,transportationto stores,etc.completeasperIS-1239/2004.INLET PIPE--100MM DIA. |
| 51 | Outlet and overflowPipe=150MMDIA |
| 52 | Item No. 3:ProvidingandsupplyingISIstandard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar,CibaorMahindra& Mahindra make) from inside and outside including all taxes (Central and local),octroi, inspectioncharges, transportation to stores / site, |
| 53 | Item No. 4:Providing and supplying double flange sluicevalvesconfirmingforIS 2906/14846includingwarngear arrangement as per test pressure stainlesssteelspindlecaps including allstatutarydutiesandtaxessuchas GSTleviedbyGolandGoMinallrespect , transportation etc complete.Sluce Valve 100mm Dia.(PN-1) |
| 54 | Item No. 5:Sluce Valve 150mm Dia.(PN-1) |
| 55 | Subwork No. 6 : Distribution System Item No. 1:Dismantling of cement concrete pavement bymechanicalmeansusingpneumatic tools,breakingtopiecesnotexceeding 0.02cuminvolumeandstockpilingat designated locationsand disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. |
| 56 | Item No. 2:Excavationforfoundation/pipetrenches inearth,soilofalltypes,sand,graveland soft murum including removing the excavated material with all lead and lifts, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete. |
| 57 | Item No. 3:Excavationforfoundation/pipetrenches inhardmurumincludingremovingthe excavated material with all lead and lifts, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete. |
| 58 | Item No. 4:Excavationforfoundation/pipetrenches insoftrockandoldcementandlime masonry foundation, asphalt road including removing the excavated material with all lead and lifts, stacking and spreading as directed by engineer in charge,normaldewatering,preparingthe bedforfoundationandexcludingback filling etc. complete. |
| 59 | Item No. 6:Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cmto20cmlayersincludingwatering and compaction complete. |
| 60 | Item No. 7:Providing and supplying in standard lengths ISI mark rigid unplasticisedHDPE pipes suitable for potable water with solventcementjointsincludingcostof couplers, as per IS specification no. 4985 / 1988includingallstatutarydutiesand taxessuchasGSTleviedbyGoland GoM in all respect, transportation, freight charges, inspection charges, loading, unloading,conveyancetothe departmental stores / site and stacking the sameinclosedshedduly protectedfrom sun rays and rains including cost of jointingmateriali.e.solventcement,etc. complete(selffittypetobejointedwith cement solvent). 75 mm dia 6 kg/cm2 |
| 61 | Item No. 8:Lowering, laying and jointing with HDPE pipes and specials of following class and diameterincludingcostofconveyance from stores to site of works including cost of alllabour, material, except cement solvent,rubberring, etc.complete(with cement solvent joint / ring fit joint). 75 mm dia 6 kg/cm2 |
| 62 | Item No. 9:Refilling the trenches with available excavatedstuffwithsoftmaterialfirst over pipeline and then hard material in 15 cm. Layers with all leads and lifts includingconsolidationsurchargingetc.complete. |
| 63 | Item No. 10:Providing ISI mark GI. pipe of following class and dia.including all statutory duties & taxes such as GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004. 65 mm Dia. Medium Duty |
| 64 | Item No. 11:Lowering, laying and jointing G. I. pipes and specials of following class and diameterincluding conveyancefrom storestositeofworks,alllabour etc. complete either underground or in vertical position,asdirectedbyEngineer-in- charge. 65 mm Dia. Medium Duty |
| 65 | Item No. 12:Providing and supplying Air valve as per IS 14845-2000and MJP Std Specification of approved make and qualityof following dia including all statutarydutiesandtaxessuchasGST levied by Gol and GoM in all respect , rly frieght inspection charges unloading from rlywagon loading in to truck, transportatinuptoDeptstore/site unloading and stacking etc complete |
| 66 | Item No. 13:Providing and fixing in position M.S. Air valveboxesfabricatedwith2mmthick M.S. plate, 30 x 30 x3 mm size M.S. angle frame,concre-tinginM-150forfixing the box in position,applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge.a) Forsingleballair valve |
| 67 | Item No. 14:Providingandsupplyingdoubleflange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steelspindlecaps includingallstatutary dutiesandtaxessuchasGSTleviedby GolandGoMinallrespect, transportation etc complete. a) sluice valve PN-165 mm dia |
| 68 | b) sluice valve PN-180 mm dia |
| 69 | Item No. 15:Loweringlayingandjointinginposition following class and dia. C.I. Reflux valves,butterflyvalvesandsluicevalve including cost of all labour jointing material including nutbolt and giving satisfactory hydraulic testing etc. complete. a) sluice valve PN-165 mm dia |
| 70 | b) sluice valve PN-180 mm dia |
| 71 | Item No. 16:Providing&constructingB.B.Masonry valvechamberwith15cmthick1:3:6 proportionPCCbeddingexcluding excavation, BB Masonry in CM 1:5 proportion precast RCC Frame and cover etc.completeasdirectedbyengineerin charge( Note wall thickness 0.23 mtrs for depthof1.20mand0.35forbalance depthexceeding1.2m(a)Asaboveof 0.90mx0.60m internal size and depth upto1.20 M with precast RCC frame and cover. |
| 72 | Item No. 17:Providing and fixing C.I. road box includingloading,unloadingandcarting tositeofworkincludingallnecessary excavation in all types of strata and fixingin murum packing, etc. complete. |
| 73 | Item No. 18:Providing and laying in situ Cement concreteoftrap/granite/quartzite/gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc,complete. |
| 74 | Item No. 19:Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, CibaorMahindra&Mahindramake) from inside and outside including all taxes (Central and local), octroi, inspection charges, transportation to stores / site, and stacking,etc.complete.Doubleflanged specials of all diameters |
| 75 | Item No. 20:ProvidingISIstandardR.C.C.pipesin standardlengthsoffollowingclassand diameter suitable for either collar joints or rubberringjoints,includingallstatutary dutiesandtaxessuchasGSTleviedby GolandGoMinallrespect,inspection charges, transport to departmental stores/site,unloadingandstackingetc. complete as per IS-458/1988 |
| 76 | Item No. 21:Lowering,layingandjointinginproper gradeandalignmentR.C.C.pipeswith collarjointsinC.M.1:1proportionor socketedR.C.C.pipeswithrubberjoints (excludingcostofrubberringorR.C.C. collar,) including cost of conveyance from storestositeofwork,costofjointing material, labour etc. complete asdirected byEngineer-in-charge(Forallclassof pipes.) Collar Joints.as per IS 783/1985 |
| 77 | Item No. 22:HydraulictestingofHDPEpipelineto specifiedpressureincludingcostofall materials and labour and water for testing for specified length including cutting, placingendcapmakingarrangementfor filling safe water using reciprocating type pumpswhichshouldbeabletoprovide specifiedtestpressuregaugesandother necessaryequipments,labour,operation charges, etc. required for testing. The rate under thisitem shall also include costof retesting,ifnecessaryandreinstatingto original position. 75 mm dia 6 kg/cm2 |
| 78 | Item No. 23:Hydraulic testing of G.I.pipeline to specified pressure including cost of all materials and labour and water for testing for the length upto 1km., using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rates under this item shall also include cost of retesting. 65 mm Dia. Medium Duty |
| 79 | Item No. 24:Providingandlayingin-situ M30Grade unreinforcedplaincementconcrete pavementover a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washedcrushedsand)conformingtoIS 383,usingfineandcoarseaggregates combined gradationas per Table 600-3 of MORTHSpecification2013,mixedina batchingandmixingplant/nontilting mixer and Weigh batcheras per approved mixdesign,admixtures,transportingto site, spreading, laying with approved make paver,compactedandfinishedina continuousoperation,finishingtolines andgrades asdirectedbyEngineer-in- chargeandcuring bycuringcompound /by providing cement vata in cement Mortar 1:8 @0.6mX 0.6mcentre to centre, admeasuring 80 mm at bottom and 40mmattopwith depthof75mmand maintainingthesamethroughoutcuring periodby any othermethodapprovedby Engineer-in-charge. |
| 80 | Subwork No. 7 : DISINFECTION ARRANGEMENT Pressure Sand Filter with TLC DosProviding and installing Pressure sand Filter cylinder type as per design and drawing by contractor, water filter as per daily demand specified with standby Pressure sand Filter cylender type in estimate and also simple gravity feed disinfection arrengement with TCL powder solution on the percolation well service reservior including solution tank fedding pipe dosing arrengement all other accessaries giving trail and test as directed by Engineering in charge. etc complete. (Daily water demand- 35000 Litre, Discharge Pumping upto - 10000 per hr) Note:- A Lump sum Amount provision of Pressure Sand Filter with TCL Doser has been taken in the estimate. However, the payment will be passed as per the Quatation approved by zilla parishad. |
| 81 | Subwork No. 8 : Trial Run Item No. 1:Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnelsuchasoperator,valveman,etc.asper requirementsoftheschemeandwhoshouldalso administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, togetherwithtrainingofpersonnelsparedbyMJP/ LocalBodyandhandingovertheschemetoLocal Body after completion of the above period as directed byEngineer-in-charge.Note.:Requiredchemicals tobesuppliedbyDepartmentfreeofcostand electricity bill will also be paid by the Depertment. For Single Village Scheme 3 Months |
| 82 | UMBARWADI Subwork No. 2 : Pumping Machinery Including Solar PumpItem No. 1:Submercible pumpset- Providing , errecting andgivingtestandtrialofsubmercible pumpset and allied equipment as under AtSupply Well 3HP |
| 83 | Item No. 2:Providinginstallinnginternalandexternal electrification as per detailled specification Rate Analysis |
| 84 | Item No. 3:Supplying and handing over tools |
| 85 | Item No. 4:supplying, installing, testing and commissioning of solar water pump of 10 HPcapacity, DC surface type, 135000 LPD, total head of 20 m, comprising of 2700 WP PV array / submersible type (with controller)105000LPD/63000LPD/42000LPDtotal head of 30 m / 50 m / 70 m,comprising of 3000 Wp/3000Wp/3000Wp PV arrayrespectively mounted on GI structure with necessary hardware with 5 years on site performance warranty specification number is ESD-SWPS3 BHP solar pump PWD, ELEC-MECH. D.S.R. 2021-22, P. No. 87 I. No. 4-7-9 |
| 86 | Item No. 5supplying, installing, testing and commissioning of solar water pump of 7.5 HPcapacity, DC surface type, 135000 LPD, total head of 20 m, comprising of 2700 WP PV array / submersible type (with controller)105000LPD/63000LPD/42000LPDtotal head of 30 m / 50 m / 70 m,comprising of 3000 Wp/3000Wp/3000Wp PV arrayrespectively mounted on GI structure with necessary hardware with 5 years on site performance warranty specification number is ESD-SWPS |
| 87 | Item No. 6Providing and fixing mild steel grillgate with angle iron frame 65mmx65mmx10mm with iron barsat 150mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt. |
| 88 | Item No. 7:Providing and fixing electrical connection to theheadworksitetorunningthepumping machineryandlightingtheheadwork premises with necessary labour and material charges etc. complete |
| 89 | Subwork No. 3 : Switch Room Item No. 1:Excavationforfoundation/pipe trenches in earth, soils of all types, sand, gravel andsoft murum,including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manualdewatering,preparingthebed forfoundationandexcludingbackfilling, etc. complete.P.W.D.D.S.R. 2021-22 I.NO.719 P.NO 115 |
| 90 | Item No. 2:Excavationforfoundation/pipe trenches in hard murum including removing the excavated material upto a distaceof50Mandliftsasbelow, stackingandspreadingasdirectedby Engineer-in-charge,normaldewatering, preparingthebedforfoundationand excluding backfilling, etc. complete.P.W.D.D.S.R.2021-22I.NO.723P.NO115 |
| 91 | Item No. 3:Providingandlayinginsitucement concrete M-10 / 1:3:6 of trap / granite / quartzite/gneissmetalforfoundation and bedding including bailing-out water manually formwork, compacting, coveringnewlylaidconcretebygunny bag, plasticor tarpaulin,curingetc. complete.(Woodenplanks/shuttering will not be allowed) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000 P.W.D. D.S.R. 2021-22 I.NO.825 P.NO 131 |
| 92 | Providing uncoursed rubble masonry of trap/ granite/ quartzite/gneiss stones in cementmortar1:6infoundationsand plinth of inner walls/in plinth of external wallsincludingbailing-outwater manually,strikingjointson unexposed faces and watering complete.P.W.D.D.S.R.2021-22I.NO.902P.NO146 |
| 93 | Item No. 4:Providingandlayinginsitu,cement concrete M-15 / 1:2:4 of trap / granite / quartzite/gneissmetalforfoundation and bedding including bailing-out water manually, formwork,compacting, coveringnewlylaidconcretebygunny bag, plasticor tarpaulin, curingetc. complete.(Woodenplanks/shuttering will not be allowed) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000 P.W.D.D.S.R.2021-22I.NO.826P.NO131 |
| 94 | Item No. 5:Filling in plinth and floors murum bedding in trenches with approved murumfromexcavatedmaterialsfrom foundation15cmto20cmlayers including watering and compactioncomplete. |
| 95 | Item No. 6:ProvidingBricksmasonryincement mortar1:6usingIindclassClay bricks in superstructure including striking joints,rakingoutjoints,wateringand scaffolding complete. P.W.D.D.S.R.2021-22I.NO.890P.NO144 |
| 96 | Item No. 7:Providing and laying Cast in situ/Ready MixcementconcreteM-20oftrap/ granite/quartzite/gneissmetal asper detailed designs and drawing or as directedincluding centering,formwork, cover blocks, laying/pumping, compactionfinishingtheformed surfaces with cement mortar 1:3 of sufficientminimumthicknesstogivea smooth and even surface or roughening ifspecialfinishistobeprovidedand curingetc. complete, (Excluding reinforcementandstructuralcomplete, withfullyautomaticmicroprocessor basedPLCwithsteel).withfully automaticmicroprocessorbasedPLC withSCADAenabledreversibleDrum Typemixer/concreteBatchSCADA enabledreversibleDrumTypemixer/ For R.C.C. columns Footing |
| 97 | For R.C.C. columns |
| 98 | For R.C.C. Beam & Lintel |
| 99 | For R.C.C. Chajja |
| 100 | Item No. 8:Providing and laying Cast in situ/Ready MixcementconcreteM-20oftrap/ granite / quartzite/ gneiss metal for R.C.C.slabsand20oftrap/granite/ quartzite/ gneiss metalforR.C.C.slabs and landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces withcementmortar1:3ofsufficient minimum thickness to give a smooth and evensurfaceorrougheningifspecial finish is tobe providedandcuringetc. complete,(Excludingreinforcementand structural steel).with fully automatic microprocessorbasedPLCwith SCADA enabledreversible Drum Type mixer/concreteBatchmixplant(Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand |
| 101 | Item No. 9:194Providingsandfacedplaster externally incement mortarusing approvedscreenedsand,inall positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofingcompoundat1 kgper cement bag curing the same for not less than2daysandkeepingthesurfaceof the base coat rough toreceive the sand facedtreatment6to8mmthickin cement mortar1:4finishing the surface bytakingoutgrainsandcuringfor fourteen days scaffolding etc.complete.Spec. No.: Bd.L.7 PageNo. 369 |
| 102 | Item No. 10:Providing internal cement plaster 20mm. thick in two coats in cement mortar 1:3 withoutneerufinish,toconcrete,brick surface,in all positionsincluding scaffoldingandcuringcomplete.Spec. No. : Bd.L.4 Page No. 368 |
| 103 | Item No. 11:Providing and fixing steel frame door of angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing, paintingetc. complete. |
| 104 | Item No. 12:Providingandfixingsolidcoreflush doorshuttercommercialinsingleleaf 30mmthickwithoutventilator commercial type of exterior grade as per detailed drawings withwrought iron hold fast, stainless steel Hinges and cromiumplatedfixturesandfastenings and handles on both sides and finishing with oil painting 3 coats complete. Spec. No.: Bd-T-36, Page No. 500 |
| 105 | Item No. 13:Providingandfixingsteelwindowof varioussizesasperdetaileddrawing withouthotdipzinccoating,without ventilators,includingfabricating/ glazing with plain /obscured glass panels of approved type and quality, iron oxidised fixturesand fastenings, finishingwithoilpaintingtwocoats complete (with guard bars 12 mm squareat 10 cm c/c.) |
| 106 | Item No. 14:Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations,slabs, beams columns, canopies, staircase, newels, chajjas,lintels pardis, copings, fins, arches etc. as per detailed designs,drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. |
| 107 | Item No. 15:Providingandlaying25mmto30mm thickroughShahabadStoneFlooring and of required width in plain / diamond pattern on abedof1:6C.M.including cement float, striking joints, pointing in cement mortar1:3,curing andcleaningetc. complete. |
| 108 | Item No. 16:Providingandapplyingwhite-washin twocoatsonold/newplas•teredor masonrysurfacesandasbestoscement sheets including scaffolding and preparingthesurfacebybrushing& brooming down complete. |
| 109 | Item No. 17:Providing & applying washable oil- bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces.(excludingtheprimercoat.) complete. |
| 110 | Item No. 18:Providingandapplyingtwocoatsof waterproofcementpaintofapproved manufacture andofapprovedcolourto the plastered surfaces including scaffolding if necessary, excluding primercoatcleaningandpreparingthe surface, watering for two days complete |
| 111 | Subwork No. 4 : Rising Main Item No. 1:Excavationforfoundation/pipetrenches inearth,soilofalltypes,sand,graveland soft murum including removing the excavated material with all lead and lifts, stacking and spreading as directed, normaldewatering,preparingthebedfor foundation and excluding back filling etc. complete. (Bd-A1/259) |
| 112 | Item No. 2:Excavationforfoundation/pipetrenches inhardmurumincludingremovingthe excavated material with all lead and lifts, stacking and spreading as directed, normaldewatering,preparingthebedfor foundation and excluding back filling etc. complete. |
| 113 | Item No. 3:Excavationforfoundation/pipetrenches insoftrockandoldcementandlime masonryfoundation, asphalt road including removing the excavated material with all lead and lifts, stacking and spreading as directed by engineer in charge,normaldewatering,preparingthe bedforfoundationandexcludingback filling etc. complete. |
| 114 | Item No. 4Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming andlevelling the bed bychisellingwherenecessaryand removing the excavated material and stackingitinmeasurableheapswithina distanceof50metresfromtheareaand liftsasbelow,normaldewatering, excluding backfilling, etc. complete. |
| 115 | Item No. 5:Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cmto20cmlayersincludingwatering and compaction complete. |
| 116 | Item No. 6:Providing HDPE pipes (push on joints pressurepipes of D. I. of following class and diametersconfirming to the I. S. specification inclusive costof jointing materials (Rubber gasket of EPDMQuality ) excluding GST levied by GOI & GOM inall respect including Third party inspectioncharges of TPI Agency approved by MJPincluding Transit insurance, Railway Freight,Unloading from railway wagon, Loading intoTruck, Transportation to departmental store,unloading, stacking etc. completed as directedby Engineer in charges (IS 1536/2001 for pipesand IS 158/1969 and IS 12820/1989 or latest edition/revision with amendments for RubberGaskets |
| 117 | Item No. 7:Lowering,LayingandJointingDI K9pipesinproperposition including all specials by compression fitting/electrofusionandbuttfusion jointing procedure as per relevent IS Code completewithallmaterialsforjointing procedure like Electrofusion machine, Electricheater/buttfusionwelding machine with hydraulic jack, top loading clampetc.andall laboursas directedby engineer in charge as per IS-7634 Part IIDI PIPE CLASS K-9 |
| 118 | Item No. 8:Refilling the trenches with available excavatedstuffwithsoftmaterialfirst over pipeline and then hard material in 15 cm. Layers with all leads and lifts includingconsolidationsurchargingetc.complete. |
| 119 | Item No. 9:Providing ISI mark GI. pipe of following class and dia.including all statutory duties & taxes such as GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004. |
| 120 | Item No. 10:Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from storestositeofworks,alllabour etc. complete either underground or in vertical position,asdirectedbyEngineer-in-charge. |
| 121 | Item No. 11:Providing and supplying Air valve as per IS 14845-2000and MJP StdSpecification of approved make and qualityof following dia including all statutarydutiesandtaxessuchasGST levied by Gol and GoM in all respect , rly frieght inspection charges unloading from rlywagonloadingintotruck, transportatinuptoDeptstore/site unloading and stacking etc complete |
| 122 | Item No. 12:Providing and fixing in position air valve shaftincludingprovidingandfixingGI Medium Classor6mmthickM.S.pipe shaft2.70Mlong overbranchflange of air valve tee, providing PCC blockofM- 150 concrete 150 mm thick around the air valveteeincludingencasingofvertical shaftinPCCM-150asshownintype design together with providing and makingflangedjointswhereverrequired andfixingofairvalveovertheshaft excludingcostofairvalveandbranch flanged air valve tee. etc. complete as per typedesignandasdirectedbyEngineer- in-charge for following diameters of pipe lines (type design attached.) |
| 123 | Item No. 13:Providingandsupplyingdoubleflange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindlecaps includingallstatutary dutiesandtaxessuchasGSTleviedby GolandGoMinallrespect, transportation etc complete. |
| 124 | Item No. 14:Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following diaincluding all statutary dutiesandtaxessuchasGSTleviedby Goland GoM in allrespect, railway freight, inspection charges unloding from railway wagon,loadingintotruck, transportationuptodepartmentalstroes/ site,unloading,stackingetc.complete. Reflux valves as per I.S.5312 Part I (1984) |
| 125 | Item No. 15:Loweringlayingandjointinginposition following class and dia. C.I. Reflux valves,butterflyvalvesandsluicevalve including cost of all labour jointing material including nutbolt and giving satisfactory hydraulic testing etc.complete.a) sluice valve PN-1.6 100MM DIA |
| 126 | b ) Non ReturnvalvePN-1.6 100MM DIA |
| 127 | Item No. 16:Providing&constructingB.B.Masonry valvechamberwith15cmthick1:3:6 proportionPCCbeddingexcluding excavation, BB Masonry in CM 1:5 proportion precast RCC Frame and cover etc.completeasdirectedbyengineerin charge( Note wall thickness 0.23 mtrs for depthof1.20mand0.35forbalance depthexceeding1.2m(a)Asaboveof 0.90mx0.60m internal size and depth upto1.20MwithprecastRCCframeandcover. |
| 128 | Item No. 17:Providing and laying in situ Cement concreteoftrap/granite/quartzite/gneiss metalforPCCworkbelowfoundation andfootingincludingnormal dewatering,plywoodformwork, compaction,finishingandcuring, etc,complete. |
| 129 | Item No. 18:Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, CibaorMahindra&Mahindramake) from inside and outside including all taxes (Central and local), octroi, inspection charges, transportation to stores / site, and stacking,etc.complete.Doubleflangedspecials of all diameters |
| 130 | Item No. 19:ProvidingISIstandardR.C.C.pipesin standardlengthsoffollowingclassand diameter suitable for either collar joints or rubberringjoints,includingallstatutary dutiesandtaxessuchasGSTleviedby GolandGoMinallrespect,inspection charges,transporttodepartmental stores/site,unloadingandstackingetc.complete as per IS-458/1988 |
| 131 | Item No. 20:Lowering,layingandjointinginproper gradeandalignmentR.C.C.pipeswith collarjointsinC.M.1:1proportionor socketed R.C.C.pipeswith rubberjoints (excluding cost ofrubberring orR.C.C. collar,) including cost of conveyance from storestositeofwork,costofjointing material, labour etc. complete as directed byEngineer-in-charge(Forallclassof pipes.) Collar Joints.as per IS 783/1985 |
| 132 | Item No. 21:Hydraulic testing of H. D. P. E./ M. D. P.E.pipelinetospecifiedpressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangementforfillingsafewaterusing reciprocating type pumps which should be abletoprovidespecifiedtestpressure gaugesandothernecessaryequipments, labour,operationcharges,etc.required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.. |
| 133 | Subwork No. 5 : ESR Item No. 1:DesigningandconstructingR.C.C Elevated service reservoir of following capacitywithRCCstagingconsisting of columns, internal and external bracings,spaced vertically not more than 4.5 m c/c including excavation in all types of strata foundationconcrete cementconcretewithwaterproofing compoundtotheinside faceofthe containerincluding refilling disposing of the surplus stuff within a lead of 50 m all labour and material charges includinglowering,laying,errrecting, oistingandjointingofpipeassembly of inlet,outlet,washout,overflow and byepassarrangementasper departmental design providing and fixing accessories such as M.S.ladder, C.I.manholeframeandcoverwater level indicators, Lightening conductors G.I.piperailingaroundwalkwayand top slab, providing spiral staircase from groundlevel torooflevel,B.B.masonry chambers for all 11000 LTR |
| 134 | Item No. 2:Providing ISI mark GI. pipe of following classanddia. including all statutoryduties&taxessuchasGST levied by GOI & GOM in all respect, inspectioncharges,transportationto stores,etc.completeasperIS-1239/2004.INLET PIPE--100MM DIA. |
| 135 | Outlet and overflowPipe=150MMDIA |
| 136 | Item No. 3:ProvidingandsupplyingISIstandard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar,CibaorMahindra& Mahindra make) from inside and outside including all taxes (Central and local),octroi, inspectioncharges, transportation to stores / site, |
| 137 | Item No. 4:Providing and supplying double flange sluicevalvesconfirmingforIS 2906/14846includingwarngear arrangement as per test pressure stainlesssteelspindlecaps including allstatutarydutiesandtaxessuchas GSTleviedbyGolandGoMinallrespect , transportation etc complete.Sluce Valve 100mm Dia.(PN-1) |
| 138 | Item No. 5:Sluce Valve 150mm Dia.(PN-1) |
| 139 | Bulk Water Meter |
| 140 | Item No. 2:Excavationforfoundation/pipetrenches inearth,soilofalltypes,sand,graveland soft murum including removing the excavated material with all lead and lifts, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete. |
| 141 | Item No. 3:Excavationforfoundation/pipetrenches inhardmurumincludingremovingthe excavated material with all lead and lifts, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete. |
| 142 | Item No. 4:Excavationforfoundation/pipetrenches insoftrockandoldcementandlime masonry foundation, asphalt road including removing the excavated material with all lead and lifts, stacking and spreading as directed by engineer in charge,normaldewatering,preparingthe bedforfoundationandexcludingback filling etc. complete. |
| 143 | Item No. 5Excavation for foundation / pipe trenches in hard rock by controlled blasting, includingtrimmingandlevellingthebed bychisellingwherenecessaryand removing the excavated material and stackingitinmeasurableheapswithina distanceof50metresfromtheareaand liftsasbelow,normaldewatering,excluding backfilling, etc. complete. |
| 144 | Item No. 6:Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cmto20cmlayersincludingwatering and compaction complete. |
| 145 | Item No. 7:Providing and supplying in standard lengths ISI mark rigid unplasticisedHDPE pipes suitable for potable water with solventcementjointsincludingcostof couplers, as per IS specification no. 4985 / 1988includingallstatutarydutiesand taxessuchasGSTleviedbyGoland GoM in all respect, transportation, freight charges, inspection charges, loading, unloading,conveyancetothe departmental stores / site and stacking the sameinclosedshedduly protectedfrom sun rays and rains including cost of jointingmateriali.e.solventcement,etc. complete(selffittypetobejointedwith cement solvent). 63 mm dia 6 kg/cm2 |
| 146 | Item No. 8:Lowering, laying and jointing with HDPE pipes and specials of following class and diameterincludingcostofconveyance from stores to site of works including cost of alllabour, material, except cement solvent,rubberring, etc.complete(with cement solvent joint / ring fit joint). 75 mm dia 6 kg/cm2 |
| 147 | Item No. 9:Refilling the trenches with available excavatedstuffwithsoftmaterialfirst over pipeline and then hard material in 15 cm. Layers with all leads and lifts includingconsolidationsurchargingetc.complete. |
| 148 | Item No. 12:Providing and supplying Air valve as per IS 14845-2000and MJP Std Specification of approved make and qualityof following dia including all statutarydutiesandtaxessuchasGST levied by Gol and GoM in all respect , rly frieght inspection charges unloading from rlywagon loading in to truck, transportatinuptoDeptstore/site unloading and stacking etc complete |
| 149 | Item No. 13:Providing and fixing in position M.S. Air valveboxesfabricatedwith2mmthick M.S. plate, 30 x 30 x3 mm size M.S. angle frame,concre-tinginM-150forfixing the box in position,applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge.a) Forsingleballair valve |
| 150 | Item No. 14:Providingandsupplyingdoubleflange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steelspindlecaps includingallstatutary dutiesandtaxessuchasGSTleviedby GolandGoMinallrespect, transportation etc complete. a) sluice valve PN-165 mm dia |
| 151 | b) sluice valve PN-180 mm dia |
| 152 | Item No. 15:Loweringlayingandjointinginposition following class and dia. C.I. Reflux valves,butterflyvalvesandsluicevalve including cost of all labour jointing material including nutbolt and giving satisfactory hydraulic testing etc. complete. a) sluice valve PN-165 mm dia |
| 153 | b) sluice valve PN-180 mm dia |
| 154 | Item No. 16:Providing&constructingB.B.Masonry valvechamberwith15cmthick1:3:6 proportionPCCbeddingexcluding excavation, BB Masonry in CM 1:5 proportion precast RCC Frame and cover etc.completeasdirectedbyengineerin charge( Note wall thickness 0.23 mtrs for depthof1.20mand0.35forbalance depthexceeding1.2m(a)Asaboveof 0.90mx0.60m internal size and depth upto1.20 M with precast RCC frame and cover. |
| 155 | Item No. 17:Providing and fixing C.I. road box includingloading,unloadingandcarting tositeofworkincludingallnecessary excavation in all types of strata and fixingin murum packing, etc. complete. |
| 156 | Item No. 19:Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, CibaorMahindra&Mahindramake) from inside and outside including all taxes (Central and local), octroi, inspection charges, transportation to stores / site, and stacking,etc.complete.Doubleflanged specials of all diameters |
| 157 | Item No. 22:HydraulictestingofHDPEpipelineto specifiedpressureincludingcostofall materials and labour and water for testing for specified length including cutting, placingendcapmakingarrangementfor filling safe water using reciprocating type pumpswhichshouldbeabletoprovide specifiedtestpressuregaugesandother necessaryequipments,labour,operation charges, etc. required for testing. The rate under thisitem shall also include costof retesting,ifnecessaryandreinstatingto original position. 75 mm dia 6 kg/cm2 |
| 158 | Subwork No. 8 : Trial Run Item No. 1:Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnelsuchasoperator,valveman,etc.asper requirementsoftheschemeandwhoshouldalso administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, togetherwithtrainingofpersonnelsparedbyMJP/ LocalBodyandhandingovertheschemetoLocal Body after completion of the above period as directed byEngineer-in-charge.Note.:Requiredchemicals tobesuppliedbyDepartmentfreeofcostand electricity bill will also be paid by the Depertment. For Single Village Scheme 3 Months |
| 159 | DHASAI Sub Estimate NO - 1.TRENCH GALLERY @ZONE A Excavation in general in soft material comprisingof soft soil, soft murrum, sand, hard murum with boulders in wet or dry condition for Head Works I.e. intake well, connecting pipe Jack well, pump House, supply well etc. for lift\"0 to 1.5 M & lead \"of 1.50Mincluding barricading, guarding, depositing oft surplus excavated stuff within a radius of 0.5km as directed by Engineer-in-charge-,etc \"complete excluding refilling Lift 0.00 M to 1.50 m |
| 160 | Lift 1.50 mto 3.00m |
| 161 | Dewatering the excavatyed trenches and pools of water by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-Charge (including cost of machinerylabour fuel )etc complete |
| 162 | Providing at site of works ISI standard RCC slotted pipes of NP-3 class including cost of all central and local taxes, octroi, inspection, transportation, etc. complete including cost of RCC collar, etc. complete.450mm dia |
| 163 | Lowering, laying and jointing RCC slotted pipes of following diameters including all leads and lifts, cost of jointing material, labour, etc. complete as directed by Engineer-in-charge. 450mm dia |
| 164 | Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery/ trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge. 40mm pebbles |
| 165 | b) 12 to 20 mm pebbels |
| 166 | c) 6 to 12 mm dia pebbels |
| 167 | d) Fine Sand |
| 168 | Sub Estimate NO - 2. PROPOSED RCC WELL @ZONE A Excavation in general in soft material comprisingof soft soil, soft murrum, sand, hard murum with boulders in wet or dry condition for Head Works I.e. intake well, connecting pipe Jack well, pump House, supply well etc. for lift\"0 to 1.5 M & lead \"of 1.50Mincluding barricading, guarding, depositing oft surplus excavated stuff within a radius of 0.5km as directed by Engineer-in-charge-,etc \"complete excluding refilling. Lift 0.00 M to 1.50 m |
| 169 | Lift 1.50 M to 3.00 m |
| 170 | Lift 3.00 M to 4.50 m |
| 171 | Lift 4.50 M to 6.00 m |
| 172 | Excavation in general in hard material comprising of soft rocks, hard rock, manjara rock etc. by blasting / controlledblasting ,chiseling as re-quirked in wet or dry condition forhead works I. e. \"intakewellconnecting pipe, jack well ,pump \"house supply well, etc. for lift 0 to1.5M and lead of 1.50M including barricading, guarding depositing off surplus excavated stuff within a radius \"of0.5 km as directed by Engineer -in-chargeexcluding refillingLift 6.00 M to 7.50 m |
| 173 | Lift 7.50 M to 9.00 m |
| 174 | Lift 9.00 M to 10.00 m |
| 175 | Providing and laying in situ Cement concrete in proporation .... of trap metal for foundation and bedding, including balling out water manually, formwork, compacting and curing etc. complete. P.C.C 1:2:4 |
| 176 | Providing & costing inconstructingin situ. C.C of trap granite/ quartzite / gneiss/ metal of approved quality of R.C.C. work as per detailed drawing & design or as directed by Engg. in charge including dewatering , ceterind from work,compacting, finishingthe formed surface withC.M. 1:3 of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if spetial finish is to be provided & curing etc. complete. ( By weight batching & mix design for M-250 & M-300 only use of L&T, ACC Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S or Tor reinforcement in R.C.C. M-200grade.1) R.C.C. M-250 for Beam |
| 177 | 2) R.C.C. M-250 for vertical walkaway Slab |
| 178 | 2) R.C.C. M-250 for vertical wall |
| 179 | Providing & fixing in position steel bar reinforcement of various diameters for R.C.C. Pipes,caps,footing, foundation,slab,beams,columns,canopies, staircase, newels,chajjas, lintels,pardies,coping,fine arches etc. as per detailed designs, drawing & schedule s including cutting,bending,hooking the bars,bindingwith wires or tack welding & supporting as required etc. complete (including cost of binding wire).Tor steel |
| 180 | Providing & laying weep holes of 80 mmAC/PVC pipe as per drawing for abutment returns, return wallsetc. complete. |
| 181 | Dewatering the excavatyed trenches and pools of water by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-Charge (including cost of machinerylabour fuel )etc complete. |
| 182 | Providing uncoursed rubble masonry of t rap / granite / quartzite /gneiss stones in cement mor tar 1:6 in foundation and plinth of innerwalls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and water ing etc.complete. |
| 183 | Providing internal cement plaster 20mm. thick in two coats in cement mor tar 1:3 wi thout neeru finish, to concrete, br ick sur face, in all posi t ions including scaffolding and cur ing etc. complete. |
| 184 | Reffiling the trenches with approved excavated material from foundation in 15cm to 20cm layers including watering and compaction etc. complete. |
| 185 | Providing and fixing in position C.I. dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of anticorrosive paint, etc complete as directed by Engineer- in-charge. |
| 186 | Providing and fixing 90 cm x 60 cm Marble plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete |
| 187 | Providing structural steel work in rolled sections like joists, channels, angles,tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, etc. complete. (Bd-C-2/275) |
| 188 | Sub Estimate NO - 3. PROPOSED SWITCH ROOM @ZONE A Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) |
| 189 | Item no.2 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-2/259) |
| 190 | Item no.3 Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264) |
| 191 | Item no.4 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) |
| 192 | Item no.5 Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and watering etc.complete |
| 193 | Item no.6 Providing flush grooved pointing with cement mortar 1:3 for stone masonry work including scaffolding and curing etc. complete. |
| 194 | Item no.7 Filling in plinth and floors / trenches with contractor\"s murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263) |
| 195 | Item no.8 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 196 | Item no.9 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete |
| 197 | Item no.10 Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Without mechanical gear) |
| 198 | Item no.11 Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) |
| 199 | Item no.12 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 200 | Item no.13 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 201 | Item no.14 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 202 | Item no.15 Providing and fixing in position steel bar reinforcement of various diamenters for RCC piles, caps, footing, foundation, slabs, beams, columns, canopies, staircases, newels,chjjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking he bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) |
| 203 | Item no.16 Providing internal cement plaster 20mm. thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete. |
| 204 | Item no.17 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 205 | Item no.18 Providing and laying cement concrete flooring 50 mm thick with M15 cement concrete laid to proper line etc complete |
| 206 | Item no.19 Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. |
| 207 | Item no.20 Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to old plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. |
| 208 | Sub Estimate NO - 4. PROPOSED SWITCH ROOM @ZONE B Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) |
| 209 | Item no.2 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-2/259) |
| 210 | Item no.3 Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264) |
| 211 | Item no.4 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) |
| 212 | Item no.5 Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and watering etc.complete |
| 213 | Item no.6 Providing flush grooved pointing with cement mortar 1:3 for stone masonry work including scaffolding and curing etc. complete. |
| 214 | Item no.7 Filling in plinth and floors / trenches with contractor\"s murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263) |
| 215 | Item no.8 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 216 | Item no.9 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete |
| 217 | Item no.10 Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Without mechanical gear) |
| 218 | Item no.11 Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) |
| 219 | Item no.12 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 220 | Item no.13 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 221 | Item no.14 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 222 | Item no.15 Providing and fixing in position steel bar reinforcement of various diamenters for RCC piles, caps, footing, foundation, slabs, beams, columns, canopies, staircases, newels,chjjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking he bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) |
| 223 | Item no.16 Providing internal cement plaster 20mm. thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete. |
| 224 | Item no.17 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 225 | Item no.18 Providing and laying cement concrete flooring 50 mm thick with M15 cement concrete laid to proper line etc complete |
| 226 | Item no.19 Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. |
| 227 | Item no.20 Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to old plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. |
| 228 | Sub Estimate NO - 5. PUMPING MACHINERY@ZONE AProviding, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 8 stages10.00 BHP PUMPSET |
| 229 | Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.3 core 10sqmm |
| 230 | Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380-440 Volt, 3 phase, 50 Hz with no volt coil and over load element with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser.< 7.5 HP |
| 231 | Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for < 7.5 HP pump etc.complete. (Market rate)as RA Attached |
| 232 | Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main.Pressure gauge (100 mm dia) |
| 233 | Providing tools for pumping.As per Rate Analysis |
| 234 | Main wiring work from M. S. E. B. cut out to the panel board 4 core x 459 mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable (94.1 p.36) |
| 235 | Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP |
| 236 | Sub Estimate NO - 6. PUMPING MACHINERY@ZONE BProviding, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 8 stages3.00 BHP PUMPSET |
| 237 | Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.3 core 10sqmm |
| 238 | Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380-440 Volt, 3 phase, 50 Hz with no volt coil and over load element with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser.< 7.5 HP |
| 239 | Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for < 7.5 HP pump etc.complete. (Market rate)as RA Attached |
| 240 | Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main.Pressure gauge (100 mm dia) |
| 241 | Providing tools for pumping.As per Rate Analysis |
| 242 | Main wiring work from M. S. E. B. cut out to the panel board 4 core x 459 mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable (94.1 p.36) |
| 243 | Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP |
| 244 | Sub Estimate NO - 7. SOLAR PUMPING MACHINERY @ZONE BSupplying, installing, testing and commissioning of solar water pump of 5 HP capacity, AC surface type, 432000 LPD/ 2160000 LPD, total head of 10m/20m, comprising of 4800Wp/ 4800Wp PV array respectively / submersible type (with controller) of 91200LPD/ 62400LPD/ 40800LPD total head of 50m/70m/100m, comprising of4800Wp/ 4800Wp/ 4800Wp PV array respectively mounted on GI structure with necessary hardware and suitable inverterwith 5 years on site performance warrantee. Specification no.ESD-SWPS 5 BHP Solar Pump |
| 245 | Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S.Angles ( 50mm x 50mm x 6mm) at 2.5 Metres, Center to center including excavating pits for foundqtion, fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fastening the wire and painting the M.S.Angles with one coat of red lead primer and two coats of painting etc.complete. |
| 246 | Providing and fixing mild steel grill gate with angle iron frame 65mm x 65mm x 10mm with iron bars at 150mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt |
| 247 | Sub Estimate NO - 8. RISING MAIN ProvidingISImarkG.I.Pipeoffollowingclassanddia. Includingalllocalandcentraltaxes,octroi,inspection charges, transportation to stores. etc. complete. GI PIPE 100 MM DIA M CLASS 6.63 kg/m |
| 248 | Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form140 mm Dia HDPE Pipe 8 Kg/sqcm |
| 249 | 5% of cost of pipes shall be considered for cost of PVC/HDPE specials for estimate purpose only. |
| 250 | Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Sluice valves 100 MM Dia. |
| 251 | Providing & supplying ISI mark CI D/F reflux valve (Non- returnvalve)offollowingdiaincludingalltaxes(central andlocal), railwayfreight, inspectionchargesunloading from railway wagon, loading into truck, transportation upto department stores/site, unloading, stacking etc. complete. reflux valves as per I.S.5312 part I (1984) Reflux valves 100 MM Dia |
| 252 | Providing, erecting, connecting double flanged short body pattern tye manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200generallyconforminginBS5155,Syntheticrubber faced ring secured on disc by retaining ring with stainless steelscrewstubshaftofstainlesssteelridinginTeflon bearings excluding C.C. foundation/ structural steel support confirming to IS 3095-1991.Sluice valves 100 MM Dia. for Washout |
| 253 | ProvidingandsupplyingAirvalvesasperIS-10845and MJP’s standard specifications of approved mark and quality offollowingdiametersincludingalltaxes (Central andlocal),railwayfright,inspectionchargesunloading fromrailwaywagons,loadingintotruck,transportation upto departmental stores/ site, unloading and stacking etc. complete.Air valves 25 mm Dia |
| 254 | Excavation for foundation/ pipe trenches in earth, soils of all types, sand gravel and soft murum, including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (EARTH SOIL) |
| 255 | Excavation for foundation/pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete.(HARD MURRUM) |
| 256 | Excavation for foundation/ pipe trenches in soft rock and oldcementandlimemasonryfoundationasphaltroad including removing the excavated material upto a distance of50Mbeyond areaandliftsasbelow,stackingas directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Soft Rock |
| 257 | Excavationforfoundation/pipetrenchesin hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting includingtrimmingandlevellingthebed, removing the excavated material upto a distanceof50metresbeyondtheareaand lifts as below, stacking as directed by Engineer-in-charge,normaldewatering, excludingbackfilling,etc.completebyall means. (Bd-A-6/259) Hard Rock |
| 258 | Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. |
| 259 | LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. GI PIPE 100 MM DIA M CLASS 6.63 kg/m |
| 260 | Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 140 mm Dia HDPE Pipe 8 Kg/sqcm |
| 261 | Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves)Sluice valves 100 MM Dia. |
| 262 | Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) Reflux valves 100 MM Dia |
| 263 | Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) Sluice valves 100 MM Dia. for Washout |
| 264 | Lowering, Layingand fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete.Air valves 25 mm Dia- Single Bash |
| 265 | Providingandfixinginpositionairvalveshaftincluding providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providingPCCblockofM-150concrete150mmthick aroundtheairvalveteeincludingencasingofvertical shaft in PCC M-150 as shown in type design together with providingandmakingflangedjointswhereverrequired and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.)Upto 150 mm on Murum & harder strata |
| 266 | ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. b) 1:2:4 (M-150) grade for encasing |
| 267 | ProvidingandconstructingB.B.masonryvalvechamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5proportion 12 mm thickcementplasterincm1:4proportiononbothsides with providing and fixing C.I. manhole frame and cover in RCC1:2:4copingorcmthickslabetc.completeas directed by Engineer-in-charge.Size 0.90 x 0.60 x 1.20 |
| 268 | Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 269 | HydraulictestingofG.I.pipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforthelengthupto1kmusingreciprocatingtype pumpswhichshouldbeabletoprovidespecifiedtest pressure gauges and other necessary equipments,labour operationchargesetc.requiredfortesting,Therates underthisitemshallalsoincludecostofretestingif necessary and reinstating to original postion.GI PIPE 100 MM DIA M CLASS 6.63 kg/m |
| 270 | Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.140 mm Dia HDPE Pipe 8 Kg/sqcm |
| 271 | Giving satisfactory hydraulic testing of following C.I. D / F Reflex valves, Butterfly valves and Sluice valves. Sluice valves 100 MM Dia. |
| 272 | Reflux valves 100 MM Dia |
| 273 | Sluice valves 100 MM Dia. for Washout |
| 274 | Sub Estimate NO -9. RISING MAIN @ZONE BProviding and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form 75 mm Dia HDPE Pipe 8 Kg/sqcm |
| 275 | Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Sluice valves 65 mm Dia. |
| 276 | Providing & supplying ISI mark CI D/F reflux valve (Non- returnvalve)offollowingdiaincludingalltaxes(central andlocal), railwayfreight, inspectionchargesunloading from railway wagon, loading into truck, transportation upto department stores/site, unloading, stacking etc. complete. reflux valves as per I.S.5312 part I (1984) Reflux valves 65 mm Dia |
| 277 | Providing, erecting, connecting double flanged short body pattern tye manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200generallyconforminginBS5155,Syntheticrubber faced ring secured on disc by retaining ring with stainless steelscrewstubshaftofstainlesssteelridinginTeflon bearings excluding C.C. foundation/ structural steel support confirming to IS 3095-1991.Sluice valves 65 mm Dia. for Washout |
| 278 | ProvidingandsupplyingAirvalvesasperIS-10845and MJP’s standard specifications of approved mark and quality offollowingdiametersincludingalltaxes (Central andlocal),railwayfright,inspectionchargesunloading fromrailwaywagons,loadingintotruck,transportation upto departmental stores/ site, unloading and stacking etc. complete.Air valves 25 mm Dia |
| 279 | Excavation for foundation/ pipe trenches in earth, soils of all types, sand gravel and soft murum, including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (EARTH SOIL) |
| 280 | Excavation for foundation/pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete.(HARD MURRUM) |
| 281 | Excavation for foundation/ pipe trenches in soft rock and oldcementandlimemasonryfoundationasphaltroad including removing the excavated material upto a distance of50Mbeyond areaandliftsasbelow,stackingas directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Soft Rock |
| 282 | Excavationforfoundation/pipetrenchesin hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting includingtrimmingandlevellingthebed, removing the excavated material upto a distanceof50metresbeyondtheareaand lifts as below, stacking as directed by Engineer-in-charge,normaldewatering, excludingbackfilling,etc.completebyall means. (Bd-A-6/259) Hard Rock |
| 283 | Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. |
| 284 | Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 75 mm Dia HDPE Pipe 8 Kg/sqcm |
| 285 | Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves)Sluice valves 65 mm Dia. |
| 286 | Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) Reflux valves 65 mm Dia |
| 287 | Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) Sluice valves 65 mm Dia. for Washout |
| 288 | Lowering, Layingand fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete.Air valves 25 mm Dia- Single Bash |
| 289 | Providingandfixinginpositionairvalveshaftincluding providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providingPCCblockofM-150concrete150mmthick aroundtheairvalveteeincludingencasingofvertical shaft in PCC M-150 as shown in type design together with providingandmakingflangedjointswhereverrequired and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.)Upto 150 mm on Murum & harder strata |
| 290 | ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. b) 1:2:4 (M-150) grade for encasing |
| 291 | ProvidingandconstructingB.B.masonryvalvechamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5proportion 12 mm thickcementplasterincm1:4proportiononbothsides with providing and fixing C.I. manhole frame and cover in RCC1:2:4copingorcmthickslabetc.completeas directed by Engineer-in-charge.Size 0.90 x 0.60 x 1.20 |
| 292 | Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 293 | Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.75 mm Dia HDPE Pipe 8 Kg/sqcm |
| 294 | Giving satisfactory hydraulic testing of following C.I. D / F Reflex valves, Butterfly valves and Sluice valves.Sluice valves 65 mm Dia. |
| 295 | Reflux valves 65 mm Dia |
| 296 | Sluice valves 65 mm Dia. for Washout |
| 297 | Sub Estimate NO - 10. PROPOSED ESR fOR RCC ESR 123000 LTRS Designing (aesthetically), and constructingRCCelevatedservice reservoirsoffollowingcapacitywith RCCstagingconsistingofcolumns, internalandexternalbracingsspaced verticallynotmore than4.5 metres centre to centre for ESR having capacityupto500cumandnotmore than 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compoundtotheinsidefaceofthe containerincludingrefillingdisposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypassarrangements asper departmental design, providing andfixingaccessoriessuchasM.S. ladder, C.I. manhole frame and covers, waterlevelindicators,lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair casefromgroundleveltorooflevel, M.S. grill gate of 2 M height with locking arrangementofapproveddesign,B.B. masonry chambers for all valves, ventilatingshafts,providingand applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and anti- termite treatment for underground parts ofthestructureandgivingsatisfactory watertightnesstestasperI.S.code. The job to include painting the name of theschemeandotherdetailsonthe reservoir as per the directions of Engineer-in-Charge. |
| 298 | Providing and casting in situ C.C. of trap / granite / gneiss metal of approved quality for P.C.C. works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curing etc. complete.( Excluding Reinforcement.) M:150 |
| 299 | Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspectioncharges of TPI Agency approved by MJP including Transit insurance, Railway Freight Unloading from railway wagon, Loading into Truck, Transportation to epartmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments for Rubber Gaskets. DI 150 mm Double flanged |
| 300 | DI 200 mm Double flanged |
| 301 | Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete 150 mm sluice valves - PN - 1.0 without bypass arrangement |
| 302 | 200mm sluice valves - PN - 1.0 without bypass arrangement |
| 303 | Providing and supplying ISI standard D.I.specials & fitting with sealing rubber cascade of SBR complete with cast iron follower gland and MS nut bolts coated or otherwise protected from rusting and suitable for DI pipes inlcuding cost of labour, Materials, and transportation to stores/site, loading and unloading excluding GST levied by GOI and GOM in all respect, Complete as per IS 9523 for all types of specials, bends, tees etc. 9(80 to 300 mm dia) |
| 304 | Sub Estimate NO - 10. PROPOSED GSR @ZONE ADesigning (aesthetically), and constructing RCCground service reservoirs / RCC sumps in M-300 mix of requiredcapacityincludingexcavationin alltypesofstrata,foundationconcrete, container walls, bottom slab top RCC roof slab/ordome,20mmthick cement plasterwithwaterproofingcompoundin CM1:3proportiontoinsidefaceofthe container, including epoxy paint from insideincludingrefillinganddisposingof surplus stuff within lead of 50 M, all labour and material charges, for laying and jointingofpipeassemblyforinlet,outlet washout, over flow and bypass arrangementconsistingofC.I.M.S.D/F. pipes, specials and valves of given diameters,providingandfixing accessoriessuchasM.S.ladderinside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamberforallvalves,ventilatingshafts, including giving satisfactory hydraulictest andwatertightnesstestasperIScode and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per designdata,criteria,obligatory requirementsanddetailedspecifications. Anti-termitetreatmentshallbegivenfor underground portion of the structure.RCC ESR 20000 LTRS |
| 305 | Providing and casting in situ C.C. of trap / granite / gneiss metal of approved quality for P.C.C. works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curing etc. complete.( Excluding Reinforcement.) M:150 |
| 306 | Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight Unloading from railway wagon, Loading into Truck, Transportation to epartmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments for Rubber Gaskets. DI 100 mm Double flanged |
| 307 | DI 150 mm Double flanged |
| 308 | Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete 100mm sluice valves - PN - 1.0 without bypass arrangement |
| 309 | 150mm sluice valves - PN - 1 without bypass arrangement |
| 310 | Providing and supplying ISI standard D.I.specials & fitting with sealing rubber cascade of SBR complete with cast iron follower gland and MS nut bolts coated or otherwise protected from rusting and suitable for DI pipes inlcuding cost of labour, Materials, and transportation to stores/site, loading and unloading excluding GST levied by GOI and GOM in all respect, Complete as per IS 9523 for all types of specials, bends, tees etc. 9(80 to 300 mm dia) |
| 311 | Sub Estimate NO - 11. DISTRIBUTION SYSTEM@ZONE A Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complet 63 mm dia HDPE PN 6 Pipes |
| 312 | 75 mm dia HDPE PN 6 Pipes |
| 313 | 90 mm dia HDPE PN 6 Pipes |
| 314 | 110 mm dia HDPE PN 6 Pipes |
| 315 | 125 mm dia HDPE PN 6 Pipes |
| 316 | 140 mm dia HDPE PN 6 Pipes |
| 317 | 160 mm dia HDPE PN 6 Pipes |
| 318 | Providing HDPESpecialsasperstandard specifications&directionofinchargeEngineer.(5%of Item No.2) |
| 319 | Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. completeSluice valves 65 mm Dia |
| 320 | Sluice valves 80 mm Dia |
| 321 | Sluice valves 100 mm Dia |
| 322 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259) Earth Soils |
| 323 | Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (BdA-3/259) HMB |
| 324 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) Soft Rock |
| 325 | Excavation in hard rock masses mechanically, including lift upto 1.5 M including trimming and levelling the bedremoving the excavated material upto a distance of 50 metres beyond the area and lift as below stacking by as directed by Engineer-in-charge, normal dewatering excluding backfilling, etc. complete. HARD Rock |
| 326 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) |
| 327 | Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 63mm dia HDPE PN 6 Pipes |
| 328 | 75mm dia HDPE PN 6 Pipes |
| 329 | 90 mm dia HDPE PN 6 Pipes |
| 330 | 110 mm dia HDPE PN 6 Pipes |
| 331 | 125 mm dia HDPE PN 6 Pipes |
| 332 | 140 mm dia HDPE PN 6 Pipes |
| 333 | 160 mm dia HDPE PN 6 Pipes |
| 334 | Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)Sluice Valve 65 mm Dia |
| 335 | Sluice Valve 80 mm Dia |
| 336 | Sluice Valve 100 mm Dia |
| 337 | Providing and laying in situ Cement Concrete of trap/ granite / quartzite /gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering,form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) b) 1:2:4 (M-150) grade for encasing |
| 338 | Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover. |
| 339 | Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 340 | Hydraulic testing of H. D. P. E./ M. D. P. E./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 63mm dia HDPE PN 6 Pipes |
| 341 | 75mm dia HDPE PN 6 Pipes |
| 342 | 90 mm dia HDPE PN 6 Pipes |
| 343 | 110 mm dia HDPE PN 6 Pipes |
| 344 | 125 mm dia HDPE PN 6 Pipes |
| 345 | 140 mm dia HDPE PN 6 Pipes |
| 346 | 160 mm dia HDPE PN 6 Pipes |
| 347 | Providingandfixingboarddisplayinginformation, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangularshapeof1.20mx0.90msize made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stoveenamelonbacksideandborder/messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65mlongpaintedwithalternateblackandwhite bandsof25cmwidthincludingallfixturesetc.and fixing the boards in 1:4:8 concrete block of size 60 cm x60cmx75cmincluding,excavation,refilling, transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge MORTH 801 |
| 348 | Sub Estimate NO - 12. DISTRIBUTION SYSTEM@ZONE A Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form 75 mm dia HDPE PN 6 Pipes |
| 349 | 75 mm dia HDPE PN 6 Pipes |
| 350 | 90 mm dia HDPE PN 6 Pipes |
| 351 | 110 mm dia HDPE PN 6 Pipes |
| 352 | Providing HDPESpecialsasperstandard specifications&directionofinchargeEngineer.(5%of Item No.2) |
| 353 | Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. completeSluice valves 65 mm Dia |
| 354 | Sluice valves 80 mm Dia |
| 355 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259) Earth Soils |
| 356 | Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (BdA-3/259) HMB |
| 357 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) Soft Rock |
| 358 | Excavation in hard rock masses mechanically, including lift upto 1.5 M including trimming and levelling the bedremoving the excavated material upto a distance of 50 metres beyond the area and lift as below stacking by as directed by Engineer-in-charge, normal dewatering excluding backfilling, etc. complete. HARD Rock |
| 359 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) |
| 360 | Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II63 mm dia HDPE PN 6 Pipes |
| 361 | 75 mm dia HDPE PN 6 Pipes |
| 362 | 90 mm dia HDPE PN 6 Pipes |
| 363 | 110 mm dia HDPE PN 6 Pipes |
| 364 | Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)Sluice Valve 65 mm Dia |
| 365 | Sluice Valve 80 mm Dia |
| 366 | Providing and laying in situ Cement Concrete of trap/ granite / quartzite /gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering,form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) b) 1:2:4 (M-150) grade for encasing |
| 367 | Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover. |
| 368 | Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 369 | Hydraulic testing of H. D. P. E./ M. D. P. E./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 63 mm dia HDPE PN 6 Pipes |
| 370 | 75 mm dia HDPE PN 6 Pipes |
| 371 | 90 mm dia HDPE PN 6 Pipes |
| 372 | 110 mm dia HDPE PN 6 Pipes |
| 373 | Providingandfixingboarddisplayinginformation, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangularshapeof1.20mx0.90msize made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stoveenamelonbacksideandborder/messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65mlongpaintedwithalternateblackandwhite bandsof25cmwidthincludingallfixturesetc.and fixing the boards in 1:4:8 concrete block of size 60 cm x60cmx75cmincluding,excavation,refilling, transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge MORTH 801 |
| 374 | Providing and making UPVC/MDPE pipeconsumer service connection onDistribution main by drilling hole withsuitable means , including all labour ,UPVC/MDPE Pipe of required lengthwith or without Road crossing asdescribed below, including cost ofspecials like Saddle/Clamp Saddle ofsuitable material, and diameter suitablefor Distribution main, 15mm /20mm/25mm respective Dia Heavy dutyBrass/Polyprophylyne(Twin Jacketed )Ferrule , Male and Female thread adapterElbow, Bends,couplers ,Tees, Clamps ofsuitable material and sundry materials asper requirment, including providing andfixing medium duty 15.mm brass bib tap,GI casing pipe of suitable diameter of32mm/ 40mm/ 50mm respectively ofrequired length for Road crossing,including requird labour for excavation inall types of strata up to the depth of 0.75mor as per site requirement,all types ofplumbing fittings, refilling , Closing thewater supply in that area, dewatering,hydraulic testing and restarting the watersupply ,transportation of material etc.complete as directed by Engineer in B)Household Connection without watermeter (With Integrated Saddle &compression Specials) For HDPE/PVCpipe(With Road Crossing)For 15 mm Service connection |
| 375 | (Without Road Crossing) |
| 376 | Pressure Filter with details attached here with capacity 30Cum/hr. |
| 377 | Pressure Filter with details attached here with capacity 5Cum/hr. |
| 378 | Sub Estimate NO - 13.TRIAL RUN Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.Note: Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department. |
| 379 | Sub Estimate NO - 14. MISC WORK @Both Zone Providing & streching transmission line & making Additional electric load connection to Head works, including all charges as per MSEB rule |
| 380 | VIDHERCC WELL( 8*10) M Excavation in general in soft material comprising of soft soil, soft murum, sand,hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, etc. complete excluding refilling.Lift 0.00 M to 1.50 m |
| 381 | Lift 1.50 M to 3.00 m |
| 382 | Lift 3.00 M to 4.50 m |
| 383 | Lift 4.50 M to 6.00 m |
| 384 | Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, excluding refilling.Lift 6.00 M to 7.50 m |
| 385 | Lift 7.50 M to 9.00 m |
| 386 | Lift 9.00 M to 10.50 m |
| 387 | Providing and laying in situ Cement concrete in proporation .... of trap metal for foundation and bedding, including balling out water manually, formwork, compacting and curing etc. complete.P.C.C 1:2:4 ( M-15 ) |
| 388 | Providing & costing inconstructingin situ. C.C of trap granite/ quartzite / gneiss/ metal of approved quality of R.C.C. work as per detailed drawing & design or as directed by Engg. in charge including dewatering , ceterind from work,compacting, finishingthe formed surface withC.M. 1:3 of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if spetial finish is to be provided & curing etc. complete. ( By weight batching & mix design for M-250 & M-300 only use of L&T, ACC Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S or Tor reinforcement in R.C.C. M-250grade.1) R.C.C. M-250 for Beam |
| 389 | 2) R.C.C. M-250 for walkway slab |
| 390 | 3) R.C.C. M-250 for vertical wall |
| 391 | Providing & fixing in position steel bar reinforcement of various diameters for R.C.C. Pipes,caps,footing, foundation, slab, beams, columns, canopies, staircase, newels,chajjas, lintels,pardies,coping,fine arches etc. as per detailed designs, drawing & schedule s including cutting, bending, hooking the bars,bindingwith wires or tack welding & supporting as required etc. complete (including cost of binding wire). Corrosion Resistant Steel |
| 392 | Providing & laying weep holes of 80 mmAC/PVC pipe as per drawing for abutment returns, return wallsetc. complete. |
| 393 | Dewatering the excavatyed trenches and pools of water by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-Charge (including cost of machinerylabour fuel )etc complete. |
| 394 | Providing uncoursed rubble masonry of t rap / granite / quartzite /gneiss stones in cement mor tar 1:6 in foundation and plinth of innerwalls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and water ing etc.complete. |
| 395 | Providing internal cement plaster 20mm. thick in two coats in cement mor tar 1:3 wi thout neeru finish, to concrete, br ick sur face, in all posi t ions including scaffolding and cur ing etc. complete. |
| 396 | Reffiling the trenches with approved excavated material from foundation in 15cm to 20cm layers including watering and compaction etc. complete. |
| 397 | Providing and fixing in position C.I. dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of anticorrosive paint, etc complete as directed by Engineer- in-charge. |
| 398 | Providing and fixing 90 cm x 60 cm Marble plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete |
| 399 | Providing structural steel work in rolled sections like joists, channels, angles,tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, etc. complete. (Bd-C-2/275) |
| 400 | Switch Room Item no.1 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) |
| 401 | Item no.2 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-2/259) |
| 402 | Item no.3 Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264) |
| 403 | Item no.4 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) |
| 404 | Item no.5 Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and watering etc.complete |
| 405 | Item no.6 Providing flush grooved pointing with cement mortar 1:3 for stone masonry work including scaffolding and curing etc. complete. |
| 406 | Item no.7 Filling in plinth and floors / trenches with contractor\"s murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263) |
| 407 | Item no.8 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 408 | Item no.9 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete |
| 409 | Item no.10 Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Without mechanical gear) |
| 410 | Item no.11 Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) |
| 411 | Item no.12 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 412 | Item no.13 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 413 | Item no.14 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 414 | Item no.15 Providing and fixing in position steel bar reinforcement of various diamenters for RCC piles, caps, footing, foundation, slabs, beams, columns, canopies, staircases, newels,chjjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking he bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) |
| 415 | Item no.16 Providing internal cement plaster 20mm. thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete. |
| 416 | Item no.17 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 417 | Item no.18 Providing and laying cement concrete flooring 50 mm thick with M25 cement concrete laid to proper line etc complete. |
| 418 | Item no.19 Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. |
| 419 | Item no.20 Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to old plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. |
| 420 | PUMPING MACHINERY : Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 8 stages.12.5 BHP PUMPSET |
| 421 | Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.3 core 10sqmm |
| 422 | Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working on 380-440 Volt, 3 phase, 50 Hz with no volt coil and over load element with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. > 7.5 HP & Up to 12.5 HP |
| 423 | Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for> 7.5 HP & Up to 12.5 HP pump etc.complete. (Market rate) |
| 424 | Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main. Pressure gauge (100 mm dia) |
| 425 | Providing tools for pumping. |
| 426 | Main wiring work from M. S. E. B. cut out to the panel board 4 core x 459 mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable (94.1 p.36) |
| 427 | Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP |
| 428 | SOLAR pumping macinery - Supplying, installing, testing and commissioning of 10 HP capacity AC/DC Solar water pump (SPV pump), comprising of min. 10 KWp capacity multi crystalline SPV modules mounted on GI Structure with necessary hardware with controller, suitable size HDPE delivery water pipe line upto 60 mtr length inside or above water tank/ borewell with necessary control valves and necessary power supply cable of appropriate size complete with 5 years on site performance warrantee. Specification no. ESD-SWPS 10BHP PUMPSET |
| 429 | Supplying, installing, testing and commissioning of solar water pump of 5 HP capacity, DC submersible type (withcontroller) 100800 LPD/ 67200LPD/ 45600LPD, total head of 50m/70m/ 100m, comprising of 4800Wp/ 4800Wp/ 4800Wp/ PV array respectively mounted on GIstructure with necessary hardware with 5 years on site performance warrantee. Specification no. ESD-SWPS 5 BHP PUMPSET |
| 430 | Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S.Angles ( 50mm x 50mm x 6mm) at 2.5 Metres, Center to center including excavating pits for foundqtion, fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fastening the wire and painting the M.S.Angles with one coat of red lead primer and two coats of painting etc.complete. |
| 431 | Providing and fixing mild steel grill gate with angle iron frame 65mm x 65mm x 10mm with iron bars at 150mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt |
| 432 | Rising Main Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.125 mm Dia HDPE Pipe 8 Kg/sqcm |
| 433 | Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete..Sluice valves 100 mm Dia. |
| 434 | Providing & supplying ISI mark CI D/F reflux valve (Non- returnvalve)offollowingdiaincludingalltaxes(central andlocal), railwayfreight, inspectionchargesunloading from railway wagon, loading into truck, transportation upto department stores/site, unloading, stacking etc. complete. reflux valves as per I.S.5312 part I (1984)Reflux valves 100 mm Dia |
| 435 | Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete...Sluice valves 100 mm Dia. for Washout |
| 436 | ProvidingandsupplyingAirvalvesasperIS-10845and MJP’s standard specifications of approved mark and quality offollowingdiametersincludingalltaxes (Central andlocal),railwayfright,inspectionchargesunloading fromrailwaywagons,loadingintotruck,transportation upto departmental stores/ site, unloading and stacking etc. complete.Air valves 25 mm Dia |
| 437 | Excavation for foundation/ pipe trenches in earth, soils of all types, sand gravel and soft murum, including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(EARTH SOIL) |
| 438 | Excavation for foundation/pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete.(HARD MURRUM) |
| 439 | Excavation for foundation/ pipe trenches in soft rock and oldcementandlimemasonryfoundationasphaltroad including removing the excavated material upto a distance of50Mbeyond areaandliftsasbelow,stackingas directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Soft Rock |
| 440 | Excavationforfoundation/pipetrenchesin hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting includingtrimmingandlevellingthebed, removing the excavated material upto a distanceof50metresbeyondtheareaand lifts as below, stacking as directed by Engineer-in-charge,normaldewatering, excludingbackfilling,etc.completebyall means. (Bd-A-6/259)Hard Rock |
| 441 | Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. |
| 442 | Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II125 mm Dia HDPE Pipe 8 Kg/sqcm |
| 443 | Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) SLUICE valves 100 mm Dia |
| 444 | Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves)Reflux valves 100 mm Dia |
| 445 | Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) Sluice valves 100 mm Dia. for Washout |
| 446 | Lowering, Layingand fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete. Air valves 25 mm Dia- Single Bash |
| 447 | Providingandfixinginpositionairvalveshaftincluding providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providingPCCblockofM-150concrete150mmthick aroundtheairvalveteeincludingencasingofvertical shaft in PCC M-150 as shown in type design together with providingandmakingflangedjointswhereverrequired and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.)upto 150 mm on Murum & harder strata |
| 448 | ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete.b) 1:2:4 (M-150) grade for encasing |
| 449 | ProvidingandconstructingB.B.masonryvalvechamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5proportion 12 mm thickcementplasterincm1:4proportiononbothsides with providing and fixing C.I. manhole frame and cover in RCC1:2:4copingorcmthickslabetc.completeas directed by Engineer-in-charge.Size 0.90 x 0.60 x 1.20 |
| 450 | Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 451 | Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.123 mm Dia HDPE Pipe 8 Kg/sqcm |
| 452 | Giving satisfactory hydraulic testing of following C.I. D / F Reflex valves, Butterfly valves and Sluice valves.Sluice valves 100 mm Dia. |
| 453 | Reflux valves 100 mm Dia |
| 454 | Sluice valves 100 mm Dia. for Washout |
| 455 | RCC ESR ESR Capacity 94000 ST.HT-6 M |
| 456 | Providing and casting in situ C.C. of trap / granite / gneiss metal of approved quality for P.C.C. works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curing etc. complete.( Excluding Reinforcement.) M:150 |
| 457 | Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight Unloading from railway wagon, Loading into Truck, Transportation to epartmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments for Rubber Gaskets. DI 150 MM Double flanged |
| 458 | Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete 150 mm sluice valves - PN - 1 without bypass arrangement |
| 459 | Providing and supplying ISI standard D.I.specials & fitting with sealing rubber cascade of SBR complete with cast iron follower gland and MS nut bolts coated or otherwise protected from rusting and suitable for DI pipes inlcuding cost of labour, Materials, and transportation to stores/site, loading and unloading excluding GST levied by GOI and GOM in all respect, Complete as per IS 9523 for all types of specials, bends, tees etc. 9(80 to 300 mm dia) |
| 460 | Distribution System Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.63 mm dia HDPE PN 8 Pipes |
| 461 | 75 mm dia HDPE PN 8 Pipes |
| 462 | 90 mm dia HDPE PN 8 Pipes |
| 463 | 110 mm dia HDPE PN 8 Pipes |
| 464 | 140 mm dia HDPE PN 8 Pipes |
| 465 | Providing HDPESpecialsasperstandard specifications&directionofinchargeEngineer.(5%of Item No.2) |
| 466 | Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete Sluice valves 65 mm Dia |
| 467 | Sluice valves 80 mm Dia |
| 468 | Sluice valves 100 mm Dia |
| 469 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259)(EARTH SOIL) |
| 470 | Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (BdA-3/259) (Hard Murrum) |
| 471 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)(Soft Rock) |
| 472 | Excavation in hard rock masses mechanically, including lift upto 1.5 M including trimming and levelling the bedremoving the excavated material upto a distance of 50 metres beyond the area and lift as below stacking by as directed by Engineer-in-charge, normal dewatering excluding backfilling, etc. complete. (Hard rock) |
| 473 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) |
| 474 | Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. 63 mm dia HDPE PN 8 Pipes |
| 475 | 75 mm dia HDPE PN 8 Pipes |
| 476 | 90 mm dia HDPE PN 8 Pipes |
| 477 | 110 mm dia HDPE PN 8 Pipes |
| 478 | 140 mm dia HDPE PN 8 Pipes |
| 479 | Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)Sluice Valve 65 mm Dia |
| 480 | Sluice Valve 80 mm Dia |
| 481 | Sluice Valve 100 mm Dia |
| 482 | Providing and laying in situ Cement Concrete of trap/ granite / quartzite /gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering,form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)a) 1:2:4 (M-150) grade for Thrust Blocks b) 1:2:4 (M-150) grade for encasing |
| 483 | Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover. |
| 484 | Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 485 | Hydraulic testing of H. D. P. E./ M. D. P. E./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 63 mm dia HDPE PN 8 Pipes |
| 486 | 75 mm dia HDPE PN 8 Pipes |
| 487 | 90 mm dia HDPE PN 8 Pipes |
| 488 | 110 mm dia HDPE PN 8 Pipes |
| 489 | 140 mm dia HDPE PN 8 Pipes |
| 490 | Providingandfixingboarddisplayinginformation, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangularshapeof1.20mx0.90msize made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stoveenamelonbacksideandborder/messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65mlongpaintedwithalternateblackandwhite bandsof25cmwidthincludingallfixturesetc.and fixing the boards in 1:4:8 concrete block of size 60 cm x60cmx75cmincluding,excavation,refilling, transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge MORTH 801 |
| 491 | Providing and making UPVC/MDPE pipeconsumer service connection onDistribution main by drilling hole withsuitable means , including all labour ,UPVC/MDPE Pipe of required lengthwith or without Road crossing asdescribed below, including cost ofspecials like Saddle/Clamp Saddle ofsuitable material, and diameter suitablefor Distribution main, 15mm /20mm/25mm respective Dia Heavy dutyBrass/Polyprophylyne(Twin Jacketed )Ferrule , Male and Female thread adapterElbow, Bends,couplers ,Tees, Clamps ofsuitable material and sundry materials asper requirment, including providing andfixing medium duty 15.mm brass bib tap,GI casing pipe of suitable diameter of32mm/ 40mm/ 50mm respectively ofrequired length for Road crossing,including requird labour for excavation inall types of strata up to the depth of 0.75mor as per site requirement,all types ofplumbing fittings, refilling , Closing thewater supply in that area, dewatering,hydraulic testing and restarting the watersupply ,transportation of material etc.complete as directed by Engineer in charge. B)Household Connection without watermeter (With Integrated Saddle &compression Specials) For HDPE/PVCpipe.(With Road Crossing)For 15 mm Service connection |
| 492 | (Without Road Crossing)For 15 mm Service connection |
| 493 | PRESSURE FILTER- 30 CUM/HR |
| 494 | Misc Works-MSEB PROVISION |
| 495 | Trial Run(3months) |
AI Tender Summary
Tender Timeline
Oct 14, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedOct 19, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 21, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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