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| 1 | Sub Estimate No - 3 :- PUMPINGMACHINERY- Providingerectingandgivingtestof150mmdia SubmersiblePumpsetsconformingtoIS8034and motor conforming to 9283. Pump shall be suitable for variousdeliveryheadanddischargewithstainless steel pump shaft and Bronze impeller. Motor suitable for working on 415V+10%, 3 Ph., 50 Hz., A.C supply withCableguard, thrustcarbon/fiberbearingtowith stand entire hydraulic thrust, waterproof winding shall be provided. The Pump set shall be suitable for direct coupling.Pumpshallhavesuitableoutletasper manufacturesdesign.Antithruststreamlinednon return valve shall be provided with the pump. Suitable suction strainer shall also be provided. 3 core, single/double run copper conductor submersible type flatcable3mand2pairsoferectionclamps65mm width10mmthickshallbeprovidedalongwiththe pump. Rates per pump up to 8 Stages are as below.SubmersiblePump 100 mm dia (with Bronze/stainless steel ) up to 12 stages set 7.5HP |
| 2 | Vertical drop pipe 100 mm GI Heavy Duty |
| 3 | GI bend \"B Class\" 100 mm |
| 4 | GI TEE \"B Class\" 100 mm |
| 5 | M.S. Flange |
| 6 | Fabricating LT panell - in 12mm thick Plywood |
| 7 | Change over switch 63 amp., Pole |
| 8 | Earth leakage circuit brekar 63Amp 4 Pole (RCCB) |
| 9 | Pilot lamps - 3 nos |
| 10 | Mesuring instrument Ammeter (Digital) |
| 11 | Mesuring instrument - Voltameter (Digital) |
| 12 | a) PVC submersible cable 3 core 6 mm 2 |
| 13 | c) Cable joint kit |
| 14 | D.O.L startar |
| 15 | TPM SWITCH 32 Amp |
| 16 | M.S. Frame for Pannel Board (Iron Work) |
| 17 | L.T. Capacitor |
| 18 | Cut-Out (Porceiline) 63 Amps. |
| 19 | Sluice Valve (PN - 1.6) 100 mm dia |
| 20 | Reflux Valve (PN - 1.6) 100 mm dia |
| 21 | Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP |
| 22 | Supplying and erecting aluminium strip of required sizes used for earthing on wall and/or any other purpose with necessary aluminium clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification no EA-EP. |
| 23 | Chain Pully Block (1 Tonne Capacity) |
| 24 | Providing and fixing M.S. chequerred plate flooring of following thickness supported on M.S. angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plates to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. |
| 25 | Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete( With 3 Rows) |
| 26 | Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineerincharge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete. (BdC-6/2a) ISMB 150 X 8 X 0.75 (wt 15 kg/Rmt)b) Angle 50 x 50 x 6m(wt 4.50 kg/Rmt)c) C section 4 x 2 m (wt 7.14 kg/Rmt) |
| 27 | R.C.C. ESR/GSR-Item No. 1Designing (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. Basic Rate Cost of 65000 Litres Rs. |
| 28 | Item No. 3-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.INLET PIPE--100MM DIA. |
| 29 | Item No. 5 -Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle capsincluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect , transportation etc complete.Sluce Valve 100mm Dia.(PN-1) |
| 30 | Sluce Valve 150mm Dia.(PN-1) |
| 31 | Sub Estimate No - 4 :- Rising Main - ProvidingISImarkG.I.Pipeoffollowingclassanddia. Includingalllocalandcentraltaxes,octroi,inspection charges, transportation to stores. etc. complete. GI Pipe 100 mm Dia M Class |
| 32 | 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.- .90 mm Dia HDPE Pipe 8 Kg/sqcm |
| 33 | 140 mm Dia HDPE Pipe 12.5 Kg/sqcm |
| 34 | ProvidingG.I./P.V.C/HDPESpecialsasperstandard specifications&directionofinchargeEngineer.(5%of Item No.1,2&3) |
| 35 | 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+Sluice valve for washout 100 mm Dia |
| 36 | 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 |
| 37 | 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 20 mm Dia |
| 38 | 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,preparingthebedforfoundationand excluding backfilling, etc. complete.-Soil |
| 39 | Excavationforfoundation/pipetrenchesinhardmurum and boulders, W.B.M. road including removing the excavatedmaterialuptoadistanceof50Mbeyondthe area and lifts as below, stacking and spreading as directedbyEngineer-in-charge,normaldewatering, preparingthebedforfoundationandexcludingback- filling, etc. complete.-HMB |
| 40 | 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 |
| 41 | Excavation for foundation / pipe trenches in hard rock by controlledblasting,includingtrimmingandlevellingthe bedbychisellingwherenecessaryandremovingthe excavatedmaterialandstackingitinmeasurableheaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M-Hard Rock |
| 42 | Item No.10-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. |
| 43 | Item No.11-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 |
| 44 | Item No. 11-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 90 mm Dia HDPE Pipe 8 Kg/sqcm |
| 45 | 140 mm Dia HDPE Pipe 12.5 Kg/sqcm |
| 46 | Item No. 12-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+Reflux valve+Sluice valve washout 100 mm Dia |
| 47 | Item No. 13-Lowering,Laying andfixing inproper alignmentand 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 20 mm Dia |
| 48 | Item No. 14-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 |
| 49 | Item No. 15-ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneissmetalforfoundationand bedding including dewatering, form work, compacting and curing, finishing etc. complete. a) 1:2:4 (M-150) grade for Thrust Blocks b) 1:2:4 (M-150) grade for encasing |
| 50 | Item No. 17-Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 51 | Item No.18-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 |
| 52 | Item No. 20-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. 90 mm Dia HDPE Pipe 8 Kg/sqcm |
| 53 | 140 mm Dia HDPE Pipe 12.5 Kg/sqcm |
| 54 | Item No. 2-Providing and supplying in standard lengths ISI mark rigid unplasticisedPVCpipessuitableforportablewaterwith solvent cement joints including cost of couplers, as per IS specification no. 4985/ 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores/siteandstackingthesameinclosedshedduly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent) 90 mm Dia PVC Pipe 4 Kg/sqcm |
| 55 | Item No. 3-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 90 mm Dia HDPE Pipe 6 Kg/sqcm |
| 56 | 110 mm Dia HDPE Pipe 6 Kg/sqcm |
| 57 | Item No. 4-ProvidingG.I./P.V.C.Specialsasperstandard specifications&directionofinchargeEngineer.(10%of Item No.1,2 &3) |
| 58 | Item No. 5-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+Sluice valve for washout 80 mm Dia |
| 59 | Sluice valves+Sluice valve for washout 100 mm Dia |
| 60 | Item No. 6-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,preparingthebedforfoundationand excluding backfilling, etc. complete. Soil |
| 61 | Item No. 7-Excavationforfoundation/pipetrenchesinhardmurum and boulders, W.B.M. road including removing the excavatedmaterialuptoadistanceof50Mbeyondthe area and lifts as below, stacking and spreading as directedbyEngineer-in-charge,normaldewatering, preparingthebedforfoundationandexcludingback- filling, etc. complete. HMB |
| 62 | Item No. 8-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 |
| 63 | Item No. 9-Excavation for foundation / pipe trenches in hard rock by controlledblasting,includingtrimmingandlevellingthe bedbychisellingwherenecessaryandremovingthe excavatedmaterialandstackingitinmeasurableheaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M Hard Rock |
| 64 | Item No 10-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. |
| 65 | Item No. 12-LoweringLaying&jointing with PVCpipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. 90 mm Dia PVC Pipe 4 Kg/sqcm |
| 66 | Item No. 13-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 90 mm Dia HDPE Pipe 6 Kg/sqcm |
| 67 | 110 mm Dia HDPE Pipe 6 Kg/sqcm |
| 68 | Item No. 14-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+ Sluice valve washout 80 mm Dia |
| 69 | Sluice valves+ Sluice valve washout 100 mm Dia |
| 70 | Item No. 15-ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneissmetalforfoundationand bedding including dewatering, form work, compacting and curing, finishing etc. complete. a) 1:2:4 (M-150) grade for encasing |
| 71 | Item No. 16-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 0.6 x 0.45 x 0.9 |
| 72 | Item No. 17-Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 73 | Item No. 19-HydraulictestingofPVCpipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforspecifiedlengthincludingcutting,placingend 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,operationcharges,etc.requiredfor testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.90 mm Dia PVC Pipe 4 Kg/sqcm |
| 74 | Item No. 20-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.90 mm Dia HDPE Pipe 6 Kg/sqcm |
| 75 | 110 mm Dia HDPE Pipe 6 Kg/sqcm |
| 76 | Item No. 22-Providingandfixingboarddisplayinginformation, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", havingrectangularshapeof1.20mx0.90msize 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 in1:4:8 concrete block of size 60 cm x60cmx75cmincluding,excavation,refilling, transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge MORTH 801 |
| 77 | Operation and maintaintance of Scheme-ITEM NO. 1Commisioning running and maintaining the scheme to quantites, 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 3 months 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.a) For single village ( 1 months) Rate Analysis |
| 78 | Electricity Charges |
| 79 | Chemical and Materials |
