Rural Development Department has published tender for Jal Jeevan Mission Water Supply Project For Nimblak Tal Nagar Dist. Ahmednagar. Submission Date for this Tender is 24-08-2022. Water Supply Project Tenders in ahmednagar Maharashtra. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Sub Estimate No - 1:- SWITCHROOM Item No. 1 Excavation for foundation /pipe trenches in earth, soils of all types, gravel & soft murum, including removing the excavated material upto a distance of 50 M & lift as below, stacking & spreading asdirected, normal dewatering, preparing the bed for foundation and excluding backfilling |
| 2 | Item No.2 Providing dry trap/granite/quartzite/gneiss, rubble stone soling in 15 cm to 20 cm thick layers (including hand packing and compacting), etc. complete |
| 3 | Item No.3 Filling in plinth and floors / trenches with contractor’s murum forbeddingin15cmto20cmlayersincludingwateringand compaction complete. |
| 4 | Item No. 4 Providing and laying insitu cement concrete M-15/1:2:4 of trap/granite/quartzite/gneissmetalforfoundationand bedding including bailing-out water manually formwork, compacting,coveringnewlylaidconcretebygunnybag, plasticortarpaulin,curingetc.complete.(Woodenplanks/ shutteringwillnotbeallowed)Spec.No.:Bd.E.1PageNo. 287 /IS 456:2000 |
| 5 | Item No. 5 Providing uncoursed rubble masonry of trap/ granite/ quartzite/gneissstonesincementmortar1:5inbasements including scaffolding, bailing-out water manually, racking out joints when plastering is to be done striking joints where no pointingwherenopointingorplasteringistobedoneand watering complete. Spec. No. Bd. H.2 Page No. 329 |
| 6 | Item No. 6 Providing Bricks masonry in cement mortar 1:6 using Second Class Burnt Bricks bricks in superstructure including striking joints, raking out joints, watering and scaffolding complete. |
| 7 | Item No. 7 Providing and fixing frame with / without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete |
| 8 | Item No.8 Providingandfixingthecountrycutteakwooddoubleor singleleafsecondclassfullypaneleddoorsforexterior wallventilatoras per detailed drawing including iron oxidised fixture and fastenings the wood work with one coat of primer (excluding the door frame)complete. |
| 9 | Item No.9 Providingandfixingsteelwindowsofvarioussizesasper detailed drawings with welded square bars 12 mm at 10 cm centretocentrewithouthotdipzinccoatingwithout/with ventilator including fabrication, glazing with non-acetinic/ plain/ obscured glass panes of approved type and quality, all fixtures and fastenings without teak wood boxing, and architraves and finishing with one coat of primer complete. |
| 10 | Item No.10 ProvidingandcastinginsituCementConcreteof metalof approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishingtheformedsurfacescuring,etc. complete..Useof L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted ) For RCC Beam- M 200 |
| 11 | Item No. 11 ProvidingandcastinginsituCementConcreteof metalof approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishingtheformedsurfacescuring,etc. complete..Useof L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted ) For RCC Slab- M 200 |
| 12 | Item No. 12 ProvidingandcastinginsituCementConcreteof metalof approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishingtheformedsurfacescuring,etc. complete..Useof L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted ) For RCC Chajja - M 200 |
| 13 | Item No 13 Providing&fixinginpositionsteelbar"reinforcementof various dia. for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases, newels chajjas, lintels,pardiescopingsfins,arches,etc.asperdetailed design & drawing & schedule |
| 14 | Item No 14 Providing internal cement plaster 20mm thick in single coat in cementmortar1:3withoutneerufinishtostonemasonry surfaces,inallpositionsincludingscaffoldingandcuring complete. Spec. No.: Bd.L.3 Page No. 368 |
| 15 | Item No 15 Providingsandfacedplasterexternallyincementmortar using Kharsalia/Kasaba or similar type of sand, in all positions including base coat of 15mm thick in C.M. 1:4 using waterproofingcompoundat 1kg.percement bag, curingthe same for not less than 3 days and keeping the surface of the basecoatroughtoreceivethesandfacedtreatment6to 8mmthickinC.M.1:4,finishingthesurfacebytakingout grains and curing for fourteen days, scaffolding etc. complete. Spec. No.: Bd.L.7 Page No. 369 |
| 16 | Item No 16 Providingflushpointingwithcementmortar1:3forstone masonryincludingscaffoldingandcuringcomplete.Spec. No.: Bd.L.19 Page No. 373 |
| 17 | Item No 17 Providingandlayingcementconcreteflooring50mmthick with 1:2:4: cement concrete lead to proper level and slope in alternater bays including compaction filling joints marking line to gave the apperance to tilles of 30 cm x 30 cm or other size lwaddiagonally/squareetc.finishingsmooth(withextra cement) in any colour as directed and curing complete. |
| 18 | Item No 18 Providingandapplyingplasticemulsionpaintsofapproved quality,colour,andshadetoold/newsurfacesintwocoats includingscaffolding,preparingthesurfaceincludingprime coat etc. complete. |
| 19 | Item No 19 Providing and applying white wash in two coats on old /new plasteredormasonrysurfaceandasbestoscementsheets includingscaffoldingandpreparingthesurfaceby brushing and brooming down, etc. complete. |
| 20 | Item No 20 Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfacesincludingcleaningpreparingtheplastersurface applying prime coad , scaffolding if necessary and watering the surface for two days etc complete |
| 21 | Sub Estimate No - 2 :- PUMPINGMACHINERY Item No. 1 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.A) Submersible Pump200 mm dia (with Bronze / stainless steel(CF8M) Impeller ) up to 8 stages set 27.5.00 HP |
| 22 | Sub Estimate No - 2 :- PUMPINGMACHINERY Item No. 1 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.A) Submersible Pump200 mm dia (with Bronze / stainless steel(CF8M) Impeller ) up to 8 stages set 5 HP , Q=6.32 l/s H =35 m |
| 23 | Vertical drop pipe 100 mm GI Heavy Duty |
| 24 | GI bend "B Class" 100 mm |
| 25 | GI TEE "B Class" 100 mm |
| 26 | M.S. Flang |
| 27 | Fabricating LT panell - in 12mm thick Plywood |
| 28 | Change over switch 63 amp., Pole |
| 29 | Earth leakage circuit brekar 63Amp 4 Pole (RCCB) |
| 30 | Pilot lamps - 3 nos |
| 31 | Mesuring instrument Ammeter (Digital) |
| 32 | Mesuring instrument - Voltameter (Digital) |
| 33 | a) PVC submersible cable 3 core 6 mm 2 |
| 34 | c) Cable joint kit |
| 35 | D.O.L startar |
| 36 | TPM SWITCH 32 Amp |
| 37 | M.S. Frame for Pannel Board (Iron Work) |
| 38 | L.T. Capacitor |
| 39 | Cut-Out (Porceiline) 63 Amps. |
| 40 | 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. |
| 41 | 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) |
| 42 | 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-6/2 a) 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) |
| 43 | Sub Estimate No - 3 :- Rising Main @NIMBALAK Item No. 1 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) 140 mm Dia PVC Pipe 6 Kg/sqcm |
| 44 | 180 mm Dia PVC Pipe 6 Kg/sqcm |
| 45 | 200 mm Dia PVC Pipe 6 Kg/sqcm |
| 46 | Item No.2 ProvidingG.I./P.V.C/HDPESpecialsasperstandard specifications&directionofinchargeEngineer.(10%of Item No.1&2) |
| 47 | Item No. 3 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+Sluice valve for washout 125 mm Dia |
| 48 | Sluice valves+Sluice valve for washout 150 mm Dia |
| 49 | Item No.4 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 125 mm Dia |
| 50 | Reflux valves 150 mm Dia |
| 51 | Item No. 5 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 50 mm Dia |
| 52 | 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. |
| 53 | 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. |
| 54 | 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. |
| 55 | 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 |
| 56 | 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. |
| 57 | Item No. 11 LoweringLaying&jointing with PVCpipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. 140 mm Dia PVC Pipe 6 Kg/sqcm |
| 58 | 180 mm Dia PVC Pipe 6 Kg/sqcm |
| 59 | 200 mm Dia PVC Pipe 6 Kg/sqcm |
| 60 | 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 nut bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) Sluice valves+Reflux valve+Sluice valve washout 125 mm Dia |
| 61 | Sluice valves+Reflux valve+Sluice valve washout 125 mm Dia |
| 62 | 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 50 mm Dia |
| 63 | 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 |
| 64 | 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 |
| 65 | 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 0.90 x 0.60 x 0.9 |
| 66 | Item No. 17 Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 67 | Item No. 18 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.140 mm Dia PVC Pipe 6 Kg/sqcm |
| 68 | 180 mm Dia PVC Pipe 6 Kg/sqcm |
| 69 | 200 mm Dia PVC Pipe 6 Kg/sqcm |
| 70 | Sub Estimate No - 4 :- R.C.C. ESR @NIMBALAK Item No. 1 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.A) Cost of ESR(85000) 12 mtr height Cost of 75,000 litres capacityAdd for capacity above 75,000 upto 1,00,000 litres Total Cost of ESR1- 85K |
| 71 | Item No. 2 Providing and supplying ISI mark C.I. S&S pipes (push on joints pressure pipes of C.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 and GoM in all respect, Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store/site of work,unloading, stacking etc. completed as directed by Engineer –in-charge (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition / revision with amendments for Rubber Gaskets outlet, Overflow |
| 72 | Item No. 3 Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle capsexcluding GST levied by Gol and GoM in all respect , transportation etc complete. |
| 73 | Item No. 4 Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle capsexcluding GST levied by Gol and GoM in all respect , transportation etc complete. |
| 74 | Sub Estimate No - 5 :- Distribution System Item No. 1 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) 75 mm Dia PVC Pipe 4 Kg/sqcm |
| 75 | 90 mm Dia PVC Pipe 4 Kg/sqcm |
| 76 | 110 mm Dia PVC Pipe 4 Kg/sqcm |
| 77 | 140 mm Dia PVC Pipe 4 Kg/sqcm |
| 78 | 160 mm Dia PVC Pipe 4 Kg/sqcm |
| 79 | Item No. 2 ProvidingG.I./P.V.C.Specialsasperstandard specifications&directionofinchargeEngineer.(5%of Item No.1,2 &3) |
| 80 | Item No. 3 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+Sluice valve for washout 65 mm Dia |
| 81 | Sluice valves+Sluice valve for washout 80 mm Dia |
| 82 | Sluice valves+Sluice valve for washout 100 mm Dia |
| 83 | Sluice valves+Sluice valve for washout 125 mm Dia |
| 84 | Item No. 4 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. |
| 85 | Item No. 5 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. |
| 86 | Item No. 6 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. |
| 87 | Item No. 7 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 |
| 88 | Item No 8 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. |
| 89 | Item No. 9 LoweringLaying&jointing with PVCpipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge.75 mm Dia PVC Pipe 4 Kg/sqcm |
| 90 | 90 mm Dia PVC Pipe 4 Kg/sqcm |
| 91 | 110 mm Dia PVC Pipe 4 Kg/sqcm |
| 92 | 140 mm Dia PVC Pipe 4 Kg/sqcm |
| 93 | 160 mm Dia PVC Pipe 4 Kg/sqcm |
| 94 | Item No. 10 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 65 mm Dia |
| 95 | Sluice valves+ Sluice valve washout 80 mm Dia |
| 96 | Sluice valves+ Sluice valve washout 100 mm Dia |
| 97 | Sluice valves+ Sluice valve washout 125 mm Dia |
| 98 | Item No. 11 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 |
| 99 | Item No. 12 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. |
| 100 | Item No. 13 Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 101 | Item No. 14 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.75 mm Dia PVC Pipe 4 Kg/sqcm |
| 102 | 90 mm Dia PVC Pipe 4 Kg/sqcm |
| 103 | 110 mm Dia PVC Pipe 4 Kg/sqcm |
| 104 | 140 mm Dia PVC Pipe 4 Kg/sqcm |
| 105 | 160 mm Dia PVC Pipe 4 Kg/sqcm |
| 106 | Item No. 15 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 |
| 107 | Sub Estimate 7 :- Trial Run ITEM NO. 1 Commisioning running and maintaining the schemetoquantites,ratedcapacity,including manning necessary personnel such as operator, valveman, etc. as per requirements of the schemeandwhoshouldalsoadminister chemicaldosefor aperiod of 1 monthfor individualschemeand3monthsforregional scheme, together with training of personnel sparedbyMJP/LocalBodyandhandingover theschemetoLocalBodyaftercompletionof theaboveperiodasdirectedbyEngineer-in- charge. Note: Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department. M.J.P.D.S.R. 21-22,Pno.232, I no.1,a |
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