Rural Development Department has published Tender For Jal Jeevan Mission Water Supply Projectfor Kankapur Tal Sangamner Dist. Ahmednagar. Submission Date for this Tender is 20-08-2022. Water Supply Project Tenders in ahmednagar Maharashtra. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 12-Aug-2022 | DATE 02 | Date | 16-08-2022 |
| 2 | 17-Aug-2022 | DATE 03 | Date | 20-08-2022 |
| Sl. No. | Item Description |
| 1 | Sub Estimate No - 1 :- PERCOLATIONWELL - Takingtrialbore(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 | 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, 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.-Soft Strata Lift0.00 to 1.5 m |
| 7 | Lift 1.50to 3.0 m |
| 8 | Lift 3.00to4.5 m |
| 9 | 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 refilling-Hard Strata Lift 4.50to6.0 m |
| 10 | Lift 6.00to 7.5 m |
| 11 | Lift 7.50to 9.0 m |
| 12 | Lift 9.00to 10.5 m |
| 13 | Lift 10.50to12.0 m |
| 14 | Lift 12.00to 13.5 m |
| 15 | Lift 13.50to15.0 m |
| 16 | Dewatering 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. |
| 17 | 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.-For RCCM 200 a)R.C.C. Ring beam. |
| 18 | b) R.C.C. Ring Wall |
| 19 | 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- Tor Steel |
| 20 | Providing & filling around the well boulders fillingof selected variety & size of boulders including cost of allmateriallaborstransportation etc. complete with all leads lifts. |
| 21 | Refilling the trenches with available excavated stuff withsoftmaterialfirstoverpipelineandthenhard materialin15cmlayerswithallleadsandlifts including consolidation, surcharging, etc. complete |
| 22 | 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. |
| 23 | Drilling 150 mm dia. Borewell by drilling machine upto required depth including all labour and transportation etc. complete. Inwell Bore |
| 24 | 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. |
| 25 | PUMPHOUSE- 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. |
| 26 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace 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. |
| 27 | Providing and laying in situ cement concrete M-10 / 1:3:6 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000 |
| 28 | Providing uncoursed rubble masonry of trap/ granite/ quartzite/ gneiss stones in cement mortar 1:6 in foundations and plinth of inner walls/in plinth of external walls including bailing-out water manually, striking joints on unexposed faces and watering complete. |
| 29 | Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000 |
| 30 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. |
| 31 | Providing Bricks masonry in cement mortar 1:6 using Iind class Clay bricks in superstructure including striking joints, raking out joints, watering and scaffolding complete. |
| 32 | Providing and laying Cast in situ/Ready Mix cement concrete M- 20 of trap / granite /quartzite/ gneiss metalas per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural complete, with fully automatic micro processor based PLC with steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand - For R.C.C. columns Footing |
| 33 | For R.C.C. columns |
| 34 | For R.C.C. Beam & Lintel |
| 35 | For R.C.C. Chajja |
| 36 | Providing and laying Cast in situ/Ready Mix cement concrete M- 20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and 20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand |
| 37 | Providingsandfacedplasterexternallyincement mortarusingapprovedscreenedsand,inallpositions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1kg percement 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.Spec. No.: Bd.L.7 Page No. 369 |
| 38 | Providing internal cement plaster 20mm. thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete. Spec. No. : Bd.L.4 Page No. 368 |
| 39 | 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, painting etc. complete. |
| 40 | Providing and fixing solid core flush door shutter commercial in single leaf 30 mm thick without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast, stainless steel Hinges and cromium plated fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete. Spec. No.: Bd-T-36, Page No. 500 |
| 41 | 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.) |
| 42 | 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. |
| 43 | Providing and laying 25mm to 30mm thick rough Shahabad Stone Flooring and of required width in plain / diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3, curing and cleaning etc. complete. |
| 44 | Providing and applying white-wash in two coats on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down complete. |
| 45 | 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.) complete. |
| 46 | Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, excluding primer coat cleaning and preparing the surface, watering for two days compl |
| 47 | 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. Submersible pumpset 15 BHP 150 mm Dia |
| 48 | Vertical drop pipe 100 mm GI Heavy Duty |
| 49 | GI bend "B Class" 65 mm |
| 50 | GI TEE "B Class" 65 mm |
| 51 | M.S. Flange |
| 52 | Fabricating LT panell - in 12mm thick Plywood |
| 53 | Change over switch 63 amp., Pole |
| 54 | Earth leakage circuit brekar 63Amp 4 Pole (RCCB) |
| 55 | Pilot lamps - 3 nos |
| 56 | Mesuring instrument Ammeter (Digital) |
| 57 | Mesuring instrument - Voltameter (Digital) |
| 58 | a) PVC submersible cable 3 core 6 mm 2 |
| 59 | b) PVC cable 3.5 core 25 mm 2 (Armoured Cable) |
| 60 | c) Cable joint kit |
| 61 | DOL StarterUp to 10 HP |
| 62 | TPM SWITCH 32 Amp |
| 63 | M.S. Frame for Pannel Board (Iron Work) |
| 64 | L.T. Capacitor |
| 65 | Cut-Out (Porceiline) 63 Amps. |
| 66 | Sluice Valve (PN - 1.6) 100 mm dia |
| 67 | Reflux Valve (PN - 1.6) 100 mm dia |
| 68 | 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 |
| 69 | 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. |
| 70 | Chain Pully Block (1 Tonne Capacity) |
| 71 | 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. |
| 72 | 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) |
| 73 | 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) |
| 74 | Providing, erecting, pressure gauge of 150 mm dia. Complete with syphon tube isolating cock suitable for 12 mm dia. G.I. pipe |
| 75 | D E Open Fix spanner |
| 76 | Ring Spanner |
| 77 | Ball pen hammer 800 gm |
| 78 | Combination cutting plier |
| 79 | Adjustable wrench |
| 80 | Pipe wrench 450 to 60 mm |
| 81 | Pipe wrench 600 to 76 mm |
| 82 | Screw driver Engg. patern 6x300 mm |
| 83 | Screw driver Engg. patern 8x200 mm |
| 84 | Screw driver Engg. patern 5x200 mm |
| 85 | Screw driver Engg. patern 5x300 mm |
| 86 | Screw driverwith green neon bulb line tester3.6 to 60 mm. |
| 87 | Hack saw frame 300 mm |
| 88 | Tool box |
| 89 | 50 mm size G.I. pipe 1.5 m long |
| 90 | Insulated tester ( Megger ) Tong Tester |
| 91 | Hnd operated crimping tool with set of diameter varying 6 to 185 mm |
| 92 | Sub Estimate No - 4 :- Rising Main - ProvidingISImarkG.I.Pipeoffollowingclassanddia. Includingalllocalandcentraltaxes,octroi,inspection charges, transportation to stores. etc. complete. GI Pipe 80 mm Dia M Class |
| 93 | GI Pipe 100 mm Dia M Class |
| 94 | 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 6 Kg/sqcm |
| 95 | 110 mm Dia HDPE Pipe6 Kg/sqcm |
| 96 | ProvidingG.I./P.V.C/HDPESpecialsasperstandard specifications&directionofinchargeEngineer.(5%of Item No.1,2&3) |
| 97 | 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 |
| 98 | Sluice valves+Sluice valve for washout 100 mm Dia |
| 99 | 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 80 mm Dia |
| 100 | Reflux valves 100 mm Dia |
| 101 | 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 |
| 102 | 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 |
| 103 | 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 |
| 104 | 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 |
| 105 | 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 |
| 106 | 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. |
| 107 | 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 |
| 108 | GI Pipe 100 mm Dia M Class |
| 109 | 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 6 Kg/sqcm |
| 110 | 110 mm Dia HDPE Pipe6 Kg/sqcm |
| 111 | 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 80 mm Dia |
| 112 | Sluice valves+Reflux valve+Sluice valve washout 100 mm Dia |
| 113 | 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 |
| 114 | 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 |
| 115 | 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 |
| 116 | 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 1.20 |
| 117 | Item No. 17-Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 118 | 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 80 mm Dia M Class |
| 119 | GI Pipe 100 mm Dia M Class |
| 120 | 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 |
| 121 | 110 mm Dia HDPE Pipe6 Kg/sqcm |
| 122 | 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 20000 Litres St.Ht. -12.00Mtr. |
| 123 | ESR No.- 2 Morewadi-Basic Rate Cost of 20,000 Litres St.Ht.-12.00Mtr. |
| 124 | Item No. 3-Providing & supplying ISI standard CI double flanged pipesInlet Pipe & washout pipes 100 mm CID/F |
| 125 | Inlet Pipe & washout pipes 150 mm CID/F |
| 126 | Item No. 4-Providing and supplying ISI standard MS 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. |
| 127 | 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) |
| 128 | Sluce Valve 150mm Dia.(PN-1) |
| 129 | Sub Estimate 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 |
| 130 | GI Pipe 100 mm Dia M Class |
| 131 | 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 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 132 | 90 mm Dia HDPE Pipe 6 Kg/sqcm |
| 133 | 110 mm Dia HDPE Pipe 6 Kg/sqcm |
| 134 | Item No. 4-ProvidingG.I./P.V.C.Specialsasperstandard specifications&directionofinchargeEngineer.(10%of Item No.1,2 &3) |
| 135 | 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 |
| 136 | Sluice valves+Sluice valve for washout 100 mm Dia |
| 137 | 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 |
| 138 | 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 |
| 139 | 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 |
| 140 | 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 |
| 141 | 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. |
| 142 | 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 |
| 143 | GI Pipe 100 mm Dia M Class |
| 144 | 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 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 145 | 90 mm Dia HDPE Pipe 6 Kg/sqcm |
| 146 | 110 mm Dia HDPE Pipe 6 Kg/sqcm |
| 147 | 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 |
| 148 | Sluice valves+ Sluice valve washout 100 mm Dia |
| 149 | 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 |
| 150 | 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 |
| 151 | Item No. 17-Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 152 | 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 80 mm Dia M Class |
| 153 | GI Pipe 100 mm Dia M Class |
| 154 | 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.75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 155 | 90 mm Dia HDPE Pipe 6 Kg/sqcm |
| 156 | 110 mm Dia HDPE Pipe 6 Kg/sqcm |
| 157 | Item No. 21-Giving satisfactory hydraulic testing of following C.I. D / F Reflex valves, Butterfly valves and Sluice valves.Sluice valves+Sluice valve for washout 80 mm Dia |
| 158 | Sluice valves+Sluice valve for washout 100 mm Dia |
| 159 | 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 |
| 160 | Providing Stand Alone Solar Panel With USPC system for Pumping Machinery |
| 161 | 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 |
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