Rural Development Department has published Tender For Jal Jeevan Mission Water Supply Project For Panodi Tal Sangmner Dist. Ahmednagar. Submission Date for this Tender is 14-12-2022. Water Supply Project Tenders in ahmednagar Maharashtra. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 07-Dec-2022 | DATE 02 | Date | 10-12-2022 |
| 2 | 12-Dec-2022 | DATE 03 | Date | 14-12-2022 |
| Sl. No. | Item Description |
| 1 | Sub WoerkNo-1:- PRODUCTION WELL18 M Depth & 6 M DiaTakingtrialbore(CoreBoreSampling)byCallyx machinewithTCT/NXbitstogatherundisturbed strata samples for investigation in all types of strata, softsoil,murum,hardmurumwithboulders,soft rock, hard rock and quartzite, etc. The item includes all hire and running cost of Callyx machine, conveyingallmaterialstositeofworkexcluding conveyance of callyx machine and back sampling all overburdenstratainglassjarandcoresamples seriallynumberedatsiteinawoodencorebox, samples to be taken at 1.0 M interval and conveying to the place as directed by Engineer-in-charge. The diameter of bore in overburden shall be 100 mm and ofNXsize(50mm)inotherstrata.Theitemshall also include M.S. casing pipe of 2.5 mm thick plate in overburden only and shall be 1.0 M above GL with cap over it. In overburden (soft soil, murum) |
| 2 | In weathered rock with boulders |
| 3 | In weathered rock / soft rock |
| 4 | In hard rock other than quartzite |
| 5 | In hard rock quartzite |
| 6 | Item No.2Excavation 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, supplywelletc.forlift"0to1.5M&lead"of1.50M includingbarricading,guarding,depositingoft surplus excavated stuff within a radius of 0.5km as directed by Engineer-in-charge-,etc "complete excluding refilling. LIFT 0.0TO1.5 M |
| 7 | LIFT 1.5TO3.0 M |
| 8 | Lift 3.00to4.5 m |
| 9 | Item No. 3 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 dryconditionfor headworksI.e."intake well connecting pipe, jack well ,pump "house supply well, etc.forlift0to1.5Mandleadof1.50Mincluding barricading, guarding depositing off surplus excavated stuff within a radius "of0.5 km as directed by Engineer -in-chargeexcluding refillingLIF Lift 4.50to6.0 m |
| 10 | Lift 6.00to 7.5 m |
| 11 | Lift 6.00to 7.5 m |
| 12 | Lift 7.50to 9.0 m |
| 13 | Lift 9.00to 10.5 m |
| 14 | Lift 10.50to12.0 m |
| 15 | Lift 12.00to 13.5 m |
| 16 | Lift 13.50to15.0 m |
| 17 | Lift15.00to 16.5 m |
| 18 | Item No. 4Dewatering the excavated trenches & pools of water in the building trenches/pipeline trenches/ well works byusingpumpandotherdevicesincluding disposing off water to safe distance as directed " by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. |
| 19 | Item No. 6 providing & casting in situ C.C. of trap / granite trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detaileddrawing & design or as directed byEngineer-in-chargeincluding dewatering,centeringfromworkcompaction, finishing the formed surfaces with C.M.(1:1 1/2:3) of sufficientminimumthicknesstogiveasmooth& evensurfacewherevernecessaryorrougheningif special finish is to be provided & curing etc. complete.(ByweighbatchingandmixM200.Only useofL&T,A.C.C.,Ambuja,BirlagoldManikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement. M20 a)R.C.C. Ring beam. |
| 20 | b) R.C.C. Ring Wall |
| 21 | Item No.7 Providing & fixing in position steel bar "reinforcement of various dia. for RCC pipes, caps, footings, foundation,slabs,beams,columns,canopies, staircases,newelschajjas,lintels,pardiescopings fins, arches, etc. as per detailed "design & drawing & schedules,includingcutting,bending,hookingthe bars,bindingwithwiretrack"welding&supporting as required, etc. complete |
| 22 | Item No. 8 PProviding & filling around the well boulders fillingof selected variety & size of boulders including cost of allmateriallaborstransportation etc. complete with all leads lifts. |
| 23 | Item No. 9 Refilling the trenches with available excavated stuff withsoftmaterialfirstoverpipelineandthenhard materialin15cmlayerswithallleadsandlifts including consolidation, surcharging, etc. complete |
| 24 | Item No.9 ProvidingandFixinginwellstaining80 mm dia. A.C./P.V.C.pipeas weepholes1.5m.c/c staggered pipe sloping out sideofthewellincludingcostof allmaterialand labour involved with allleads and lifts etc. complete. |
| 25 | Item No. 10 Drilling 150 mm dia. Borewell by drilling machine upto required depth including all labour and transportation etc. complete. Inwell Bore |
| 26 | Item No 11 Carryingoutrecuperation/yeildtestforascerting thedischargeofconstructedwell asdirertedby Engineerincharge.The test carried out by drawing downwaterfromthewellbelownormal/subsoil waterleveluptofulldepthriseinwaterlevelis recorded. . to the test including cost of all materials.overhead,labours etc. completed as directed. Thetestshallbecarriedoutasper technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days. |
| 27 | Sub WoerkNo-2:- Construction of Switch Room (3.0 X 3.0 X3.0 M) 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 28 | Item No. 2 Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters 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. |
| 29 | Item No. 3 Providing and laying in situ 1:3:6 (M-100) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level. |
| 30 | Item No. 4Providing 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 M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) |
| 31 | Item No.5 Providing and casting in situ C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work 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 CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-200 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase. 1) Columnin M200 |
| 32 | 2) Beam & Lintelin M200 |
| 33 | 3) Chajjain M200 |
| 34 | 4) Slabin M200 |
| 35 | Item No. 6 Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. ( including cost of binding wire ) Tor steel. |
| 36 | Item No. 7Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 37 | Item No. 8 Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15cm to 20 cm thick layers (including hand packing and compacting), etc. complete. |
| 38 | Item No. 9 Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete. |
| 39 | Item No.10 Providing internal & external electrification of switch room including cost of all material & labour shown in rate analysis etc. complete. |
| 40 | Item No.11Providing 2nd Class B.B masonary with conventional bricks in CM as below in super structureinner walls / external walls including normal dewatering, striking joints on unexposed faces, raking out joints on exposed faces and watering etc complete in Cement Mortor (1:6). In Foundation & plinth |
| 41 | In Super Structure |
| 42 | Item No.12Providing 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.) |
| 43 | Item No. 13 Providing and fixing single leaf panelled door shutter without fanlight and shutter 35 mm thick as per drawing consisting of Ghana T.W. top rail size 100mm x 35 mm and bottom and lock rail 200mm x 35mm insert panel 12 mm thick commercial ply faced T.W. particle board with phenol formaldehyde synthetic resin (Generally confirming to ISI 3097) excluding frame, including stainless steel fixtures fastening and T.W. beading at junction of panels inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete. |
| 44 | Item No.14 Providing and fixing frame with / without ventilator of size as specified with Country cutteak woodfor doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete |
| 45 | Item No. 15 Providing internal cement plaster 12mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete. 12 mm thick ( Without neeru finish) |
| 46 | Item No. 16Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete. |
| 47 | 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 1 kg per 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. Sand faced plaster |
| 48 | Item No. 18 roviding and applying three coats of water proof cement paint of approved manufacture and of approved colour tonew plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. |
| 49 | Item No.19 Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. |
| 50 | Item No.20Providing & laying rough Shahabad Stone flooring 40mm to 50 mm thick & of required width in plain/diamond pattern on a bed of 1:6 C.M including cement float,striking joints,pointing in cement morter 1:3 curing & cleaning etc. complete ( Bd-M-1/379) |
| 51 | Sub Work No. 3 - PUMPING MACHINERY 50BHP 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 SubmersiblePump 200 mm dia (with Bronze/ Stainless steel(CF8M) Impeller) up to 8 stages set 50 HP |
| 52 | Supply rate should be increased per stage for pump with more than 15 stage |
| 53 | Vertical drop pipe 100 mm GI Heavy Duty |
| 54 | GI bend "B Class" 100 mm |
| 55 | GI TEE "B Class" 100 mm |
| 56 | M.S. Flange |
| 57 | Rate analysis of Cubical Panel board for Pure water (PWD DSR ELE 22-23) |
| 58 | Supplying and erecting Aluminium conductor, XLPE / PVC - 6.6 kV, armoured cable complete erected in approved trench or on trays as per direction of Engineer In Charge3 Core 50 sq mm |
| 59 | Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3½ core 70 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL |
| 60 | Auto transformer Starter with air break contactor ( Locally Fabricated ) Cubical Panel Size 1.25 m height X 0.75 m width X 0.45 m deep. |
| 61 | Providing erecting Cast Steel/ Spheroidal Graphite (S.G) Iron D/F Sluice Valves / Butterfly Valves with jointing to pipe work (including all hardware and packing) water works quality, having non-rising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement, inspection charges, transportation upto departmental store, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. excluding C. C. foundation / structural steel support.Sluice Valves. CS-150100 mm dia |
| 62 | . Providing erecting Cast Steel /Spheroidal Graphite (S.G.) Iron D/F Reflux Valves Single Door with jointing to pipe work (including all hardware and packing) water works quality with jointing to pipe without bypass arrangement, with gunmental seats including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. completed but excluding C. C. foundation / structural steel support. Reflux valve CS-150100 mm dia |
| 63 | 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 |
| 64 | 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. |
| 65 | Chain Pully Block (3 Tonne Capacity) Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark. |
| 66 | 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. |
| 67 | 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) |
| 68 | 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) |
| 69 | Tools |
| 70 | Sub WORK No- 4 :- RCC ESR/GSRDesigning (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. GSR No.- 1 |
| 71 | Item No. 3 :-Providing & supplying ISI standard CI double flanged pipes Inlet Pipe & washout pipes 100 mm CID/F |
| 72 | Inlet Pipe & washout pipes 150 mm CID/F |
| 73 | Item No.4:Providing and supplying ISI standard CIDF specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside including all taxes (Central and local), octroi, inspection charges, transportation to stores / site, and stacking, etc. complete. |
| 74 | 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 150mm Dia.(PN-1) |
| 75 | Sub Work No-5 :- RISING MAIN 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 departmental 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 Pipe 150 mm Dia K-9 Class |
| 76 | Item No. 2Providing and supplying in standard lengths Polyethelene Pipes, confirProvidingG.I./P.V.C/HDPESpecialsasperstandard specifications&directionofinchargeEngineer.(5%of Item No.1,2&3) |
| 77 | Item No. 3 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 150 mm Dia |
| 78 | Item No. 4Providing & 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 150 mm Dia |
| 79 | 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 |
| 80 | 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. |
| 81 | 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. |
| 82 | 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. |
| 83 | 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 |
| 84 | Item No. 10Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) Chissling |
| 85 | Item No.11 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. |
| 86 | Item No. 12 LoweringLaying&jointingD.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. |
| 87 | Item No 13 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 150 mm Dia |
| 88 | Item no 14 -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 |
| 89 | Item no 15 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 |
| 90 | Item No 16 -ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneissmetalforfoundationand bedding including dewatering, form work, compacting and curing, finishing etc. complete. |
| 91 | Item no 17 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. |
| 92 | Item no 18 Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 93 | Item No.18 HydraulictestingofD.I.pipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforthelengthupto1kmusingreciprocatingtype pumpswhichshouldbeabletoprovidespecifiedtest pressure gauges and other necessary equipments,labour operationchargesetc.requiredfortesting,Therates underthisitemshallalsoincludecostofretestingif necessary and reinstating to original postion. DI Pipe 150 mm Dia K-9 Class |
| 94 | Sub work No 6 - Distribution System Item No. 1 -ProvidingISImarkG.I.Pipeoffollowingclassanddia. Includingalllocalandcentraltaxes,octroi,inspection charges, transportation to stores. etc. complete.GI Pipe 80 mm Dia M Class |
| 95 | GI Pipe 100 mm Dia M Class |
| 96 | GI Pipe 125 mm Dia M Class |
| 97 | GI Pipe 150 mm Dia M Class |
| 98 | Item No. 2Providing 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 |
| 99 | 90 mm Dia PVC Pipe 4 Kg/sqcm |
| 100 | 110 mm Dia PVC Pipe 4 Kg/sqcm |
| 101 | 140 mm Dia PVC Pipe 4 Kg/sqcm |
| 102 | Item no 3 Providing P.V.C.Specialsasperstandard specifications&directionofinchargeEngineer.(10%of Item No.1,2 &3) |
| 103 | Item No 4Providing, 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 |
| 104 | Sluice valves+Sluice valve for washout 100 mm Dia |
| 105 | Item No. 5 - 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. |
| 106 | Item No. 6 - 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. |
| 107 | Item No.7 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 |
| 108 | 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 |
| 109 | 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. |
| 110 | Item No. 11-LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge.. GI Pipe 80 mm Dia M Class |
| 111 | GI Pipe 100 mm Dia M Class |
| 112 | GI Pipe 125mm Dia M Class |
| 113 | GI Pipe 150mm Dia M Class |
| 114 | Item No. 12-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 |
| 115 | 90 mm Dia PVC Pipe 4 Kg/sqcm |
| 116 | 110 mm Dia PVC Pipe 4 Kg/sqcm |
| 117 | 140 mm Dia PVC Pipe 4 Kg/sqcm |
| 118 | Item No. 13 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 |
| 119 | Sluice valves+ Sluice valve washout 100 mm Dia |
| 120 | Item no 14 ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneissmetalforfoundationand bedding including dewatering, form work, compacting and curing, finishing etc. complete. |
| 121 | Item No. 15 - 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. |
| 122 | Item No. 16-Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 123 | Item No. 17-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 80 mm Dia M Class |
| 124 | GI Pipe 100 mm Dia M Class |
| 125 | GI Pipe 125 mm Diam Class |
| 126 | GI Pipe 150 mm Dia m Class |
| 127 | Item No.18 -HHydraulictestingofPVCpipelinetospecifiedpressure 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 |
| 128 | 90 mm Dia PVC Pipe 4 Kg/sqcm |
| 129 | 110 mm Dia PVC Pipe 4 Kg/sqcm |
| 130 | 140 mm Dia PVC Pipe 4 Kg/sqcm |
| 131 | Item No.19-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 |
| 132 | Sub Work No. 7-TRIAL RUNItem No. 1 - 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 |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
