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| 1 | SUB ESTIMATE NO.1RCC WELL |
| 2 | Item No. 1 :-Dismantling stone masonry in lime or cement morter including stacking the materials as directed with all leads lifts etc |
| 3 | Item No. 2 :-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 etc. complete |
| 4 | Lift 0.00 M to 1.50 m |
| 5 | Lift 1.50 M to 3.00 m |
| 6 | Lift 3.00 M to 4.50 m |
| 7 | Lift 4.50 M to 6.00 m |
| 8 | Lift 6.00 M to 7.50 m |
| 9 | Lift 7.50 M to 9.00 m |
| 10 | Item No.3 :-Excavation for foundation / pipe trenches in hard rock by blasting 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 etc.complete |
| 11 | Lift 0.00 M to 1.50 m |
| 12 | Lift 1.50 M to 3.00 m |
| 13 | Lift 3.00 M to 4.50 m |
| 14 | Lift 4.50 M to 6.00 m |
| 15 | Lift 6.00 M to 7.50 m |
| 16 | Lift 7.50 M to 9.00 m |
| 17 | Lift 9.00 M to 10.50 m |
| 18 | Item No.4:- Providing and laying in situ Cement concrete in proporation .... of trap metal for foundation and bedding, including balling out water manually, formwork, compacting and curing etc. complete. |
| 19 | Item No. 5:- Providing & costing inconstructingin situ. C.C of trap granite/ quartzite / gneiss/ metal of approved quality of R.C.C. work as per detailed drawing & design or as directed by Engg. in charge including dewatering , ceterind from work,compacting, finishingthe formed surface withC.M. 1:3 of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if spetial finish is to be provided & curing etc. complete. ( By weight batching & mix design for M-250 & M-300 only use of L&T, ACC Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S or Tor reinforcement in R.C.C. M-250grade.1) R.C.C. M-200 for Beam |
| 20 | 2) R.C.C. M-200 for vertical wall below GL (10.00 m to 5.00m) |
| 21 | 2) R.C.C. M-200 for vertical wall below GL (05.00 m to 0.00m) |
| 22 | 3) R.C.C. M-200 for vertical wall |
| 23 | Item No.6:- Providing & fixing in position steel bar reinforcement of various diameters for R.C.C. Pipes,caps,footing, foundation,slab,beams,columns,canopies, staircase, newels,chajjas, lintels,pardies,coping,fine arches etc. as per detailed designs, drawing & schedule s including cutting,bending,hooking the bars,bindingwith wires or tack welding & supporting as required etc. complete (including cost of binding wire). Tor steel |
| 24 | Itemno:7- Providing & laying weep holes of 80 mmAC/PVC pipe as per drawing for abutment returns, return wallsetc. complete. |
| 25 | ItemNo.8- Dewatering the excavatyed trenches and pools of water by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-Charge (including cost of machinerylabour fuel )etc complete. |
| 26 | Item No.9- Providing internal cement plaster 20mm. thick in two coats in cement mor tar 1:3 wi thout neeru finish, to concrete, br ick sur face, in all posi t ions including scaffolding and cur ing etc. complete. |
| 27 | Itemno:10 - Reffiling the trenches with approved excavated material from foundation in 15cm to 20cm layers including watering and compaction etc. complete. |
| 28 | Itemno:11 -Providing and fixing in position C.I. dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying3 coats of anticorrosive paint, etc complete as directed by Engineer-in-charge. |
| 29 | Item No.12 :-Providing and fixing 90 cm x 60 cm Marble plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete |
| 30 | Item No. 13 :- Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, etc. complete. (Bd - C - 2/275) |
| 31 | Item No. 14 :- Providing and fixing M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of antocorrosive paint, etc. complete as directed by Engineer-in-charge. |
| 32 | Item No. : 15 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. |
| 33 | Item No. : 16 Taking Trial Bore (Core Bore Sampling) by callyx machine with TCT/NX bits to gather undisturbed strata samples for investigation in all types of strata, soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite etc. The item includes all hire and running cost of callyx machine, coneveying all materials to site of work excluding coveyance of callyx machine and back sampling all over burden stata in glass jar and core samples serialy numbers at site in a wooden core box, samples to be taken at 1.00 m interval and coveying to the place as directed by engineer-in-charge. The diameter of bore in overburden shall be 100 ml and off NX size (50 mm) in other Strata. The item shall also include M. S. Casing pipe of 2.5 mm thick plate in over burden only and shall be 1.00 m above GL with cap over it. |
| 34 | In Weathered Rock / Soft Rock |
| 35 | In Hard Rock othet than quartzite |
| 36 | Item No. : 17 Carrying out recuperation/ yield test for asserting the discharge of constructed well/ excavated profile as directed by Engineer-in charge. The test is carried out by drawingdown water from the well/profile below normal/subsoil water level upto full depth rise in waterlevel is recorded. The normal water level/subsoil water level in the well/ profile as well asstainer/ suction level at pump as per design ofW.S. scheme shall be recorded prior to thetest including cost of all materials, overhead,labourers, etc. completed as directed. |
| 37 | SUB ESTIMATE NO. 2 SWITCH ROOM |
| 38 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) |
| 39 | Providing and laying in situ cement concrete in M – 15 (1:2:4) grade of trap /granite/quartzite/gneiss metal for foundation & bedding including bailing out water manually, form work compaction & curing, etc complete. |
| 40 | Providing Laterite stone masonry in cement mortar 1:6 in foundation and plinth including racking out joints when plastering is to be done/striking joints when no pplastering is to be done watering and scaffolding. |
| 41 | Providing Laterite stone masonry in cement mortar 1:6 in Superstructure including racking out joints when plastering is to be done/striking joints when no pplastering is to be done watering and scaffolding. |
| 42 | Providing and casiting in situ CC of trap /granite/quartzite/gneiss metal ofapprovedquality etc complete. |
| 43 | Providing cement palster 20 mm thick in twocoat in cement mortor 1:3 without neeru finish etc complete. |
| 44 | Filling the plinth & floors Murum bedding in trenches with approved murum from excavatyed materials form foundation15 cm. to 20 cm. layers including watering and compaction complete. |
| 45 | Providing and laying cement concrete flooring 40 mm thick wi th M15 cement concrete laid to proper level and slope in alternate bays including compact ion, fi lling joints, marking lines to give the appearance of t i les of 30 cm x 30 cm or other size laid diagonally / square etc finishing smooth (wi th ext ra cement ) in any colour as directed and cur ing etc. complete. With Natural Sand |
| 46 | Providing and fixing in position, Single shuttered aluminium extruded powder coated openable door of overall size 0.90 m x 2.40 m with aluminium door frame of powder coated section 101.60 x 44.75mm , 3.18 mm thick and shutter comprising of powder coated section having bottom and lock rail of size 150 mm x 44.5 mm x 3.00 mm thick top rails 47.62 x 44.45 mm x 3.00 mm thick , vertical style 47.62 x 44.45 mm, 3.00 mm thick and for shutter plain glass panes 5 mm thick for top panels and 12mm thick both side laminated phenol bonded particle board panels for bottom panels etc. , I.S.I. mark , with bijagiri having heavy duty concealed lock, necessary beading, glazing clips, PVC gaskets, 250mm length tower bolts, 150mm diam. pad handle, etc. as per detailed design and drawing or as directed by engineer in charge including all materials , labours, and equipment etc. complete |
| 47 | Providing and fixing in position aluminium openable window of any size as per detailed drawing and as directed by Engineer in charge with all necessary aluminum sections including necessary fixtures and fastening with 5 mm thick clear float glass etc. complete. a) With colour anodizing Note While arriving at the rate of item of item weight at 6.90 Kilogram/Square Metre is considered. |
| 48 | Providing and applying washable oil bound distemper of approved colour and shade to old/ new surfaces, in three coats including scaffolding, preparing the surface to receive the priming coat and finishing coat etc. complete. |
| 49 | Providing and fixing locking arrangement the standered qualityof lock for pump house, etc complete |
| 50 | Providing and fixing in position steel bar reinforcement of various diamenters for RCC piles, caps, footing, foundation, slabs, beams, columns, canopies, staircases, newels,chjjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking he bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) |
| 51 | SUB ESTIMATE NO. 3 PUMPING MACHINERY |
| 52 | Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump. |
| 53 | Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. |
| 54 | Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load element, and ON OFF push buttons, with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. |
| 55 | Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete. (Market rate) |
| 56 | Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main. |
| 57 | Providing tools for pumping. |
| 58 | Main wiring work from M. S. E. B. cut out to the panel board 4 core x 459 mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable (94.1 p.36) |
| 59 | Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP |
| 60 | SUB ESTIMATE NO. 4 RISING MAIN |
| 61 | ProvidingISImarkG.I.Pipeoffollowingclassanddia. Includingalllocalandcentraltaxes,octroi,inspection charges, transportation to stores. etc. complete. |
| 62 | Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. |
| 63 | 5% of cost of pipes shall be considered for cost of PVC/HDPE specials for estimate purpose only. |
| 64 | 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 |
| 65 | 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) |
| 66 | 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. |
| 67 | Excavation for foundation/ pipe trenches in earth, soils of all types, sand gravel and soft murum, including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 68 | Excavation for foundation/pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete. |
| 69 | 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. |
| 70 | 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 |
| 71 | 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. |
| 72 | LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. |
| 73 | 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 |
| 74 | 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) |
| 75 | 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) |
| 76 | Lowering, Layingand fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete. |
| 77 | 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.) |
| 78 | ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. |
| 79 | 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. |
| 80 | Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 81 | HydraulictestingofG.I.pipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforthelengthupto1kmusingreciprocatingtype pumpswhichshouldbeabletoprovidespecifiedtest pressure gauges and other necessary equipments,labour operationchargesetc.requiredfortesting,Therates underthisitemshallalsoincludecostofretestingif necessary and reinstating to original postion. |
| 82 | 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. |
| 83 | Giving satisfactory hydraulic testing of following C.I. D / F Reflex valves, Butterfly valves and Sluice valves. |
| 84 | Sluice valves 80 mm Dia. |
| 85 | Reflux valves 80 mm Dia |
| 86 | SUB ESTIMATE NO. 5 RCC ESR |
| 87 | 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. |
| 88 | Basic Rate Cost for above 25000 Capacity RCC ESR |
| 89 | Providing ISI mark GI. pipe of following class and dia.excluding GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004. |
| 90 | 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. |
| 91 | SUB ESTIMATE NO. 6 DISTRIBUTION SYSTEM |
| 92 | Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note: One coupler shall be provided with each full length of pipe cost of which is included in rates below. |
| 93 | 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. |
| 94 | 63 mm Dia HDPE Pipe 10 Kg/sqcm |
| 95 | 75 mm Dia HDPE Pipe 10 Kg/sqcm |
| 96 | 90 mm Dia HDPE Pipe 10 Kg/sqcm |
| 97 | ProvidingG.I./P.V.C. HDPESpecialsasperstandard specifications&directionofinchargeEngineer.(10%of Item No.1&2) |
| 98 | 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 |
| 99 | Sluice valves 65 mm Dia |
| 100 | Sluice valves 50 mm Dia |
| 101 | Sluice valves 80 mm Dia |
| 102 | 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 |
| 103 | Sluice valves 65 mm Dia forWashout |
| 104 | Sluice valves 50 mm Dia forWashout |
| 105 | Sluice valves 80 mm Dia forWashout |
| 106 | Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete. |
| 107 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259) |
| 108 | HMB |
| 109 | Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (BdA-3/259) |
| 110 | Soft Rock |
| 111 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) |
| 112 | Hard Murum |
| 113 | Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259) |
| 114 | Hard Rock |
| 115 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) |
| 116 | LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. |
| 117 | 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 |
| 118 | 63 mm Dia HDPE Pipe 10 Kg/sqcm |
| 119 | 75 mm Dia HDPE Pipe 10 Kg/sqcm |
| 120 | 90 mm Dia HDPE Pipe 10 Kg/sqcm |
| 121 | Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) |
| 122 | Sluice Valve 65 mm Dia |
| 123 | Sluice Valve 50 mm Dia |
| 124 | Sluice Valve 80 mm Dia |
| 125 | Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) |
| 126 | Sluice valves 65 mm Dia |
| 127 | Sluice valves 50 mm Dia |
| 128 | Sluice valves 80 mm Dia |
| 129 | Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves) |
| 130 | Providing and fixing in position air valve shaft including 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, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M150 as shown in type design together with providing and making flanged joints wherever required and fixing of 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.) |
| 131 | Providing and laying in situ Cement Concrete of trap/ granite / quartzite /gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering,form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 132 | Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. |
| 133 | Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 134 | HydraulictestingofG.I.pipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforthelengthupto1kmusingreciprocatingtype pumpswhichshouldbeabletoprovidespecifiedtest pressure gauges and other necessary equipments,labour operationchargesetc.requiredfortesting,Therates underthisitemshallalsoincludecostofretestingif necessary and reinstating to original postion. |
| 135 | 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. |
| 136 | 63 mm Dia HDPE Pipe 10 Kg/sqcm |
| 137 | 75 mm Dia HDPE Pipe 10 Kg/sqcm |
| 138 | 90 mm Dia HDPE Pipe 10 Kg/sqcm |
| 139 | Providingandfixingboarddisplayinginformation, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangularshapeof1.20mx0.90msize made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stoveenamelonbacksideandborder/messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65mlongpaintedwithalternateblackandwhite bandsof25cmwidthincludingallfixturesetc.and fixing the boards in 1:4:8 concrete block of size 60 cm x60cmx75cmincluding,excavation,refilling, transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge MORTH 801 |
| 140 | SUB ESTIMATE NO. 7 MSEB |
| 141 | Providing & streching transmission line & making Additional electric load connection to Head works, including all charges as per MSEB rule |
| 142 | SUB ESTIMATE NO. 8 TRIAL RUN |
| 143 | Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. |
| 144 | SUB ESTIMATE NO. 9 PUMPING MACHINERY |
| 145 | Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump. |
| 146 | Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. |
| 147 | Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load element, and ON OFF push buttons, with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. |
| 148 | Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete. (Market rate) |
| 149 | Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main. |
| 150 | Providing tools for pumping. |
| 151 | Main wiring work from M. S. E. B. cut out to the panel board 4 core x 459 mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable (94.1 p.36) |
| 152 | Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP |
| 153 | SUB ESTIMATE NO. 10 PUMPING MACHINERY |
| 154 | Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump. |
| 155 | Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. |
| 156 | Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load element, and ON OFF push buttons, with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. |
| 157 | Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete. (Market rate) |
| 158 | Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main. |
| 159 | Providing tools for pumping. |
| 160 | Main wiring work from M. S. E. B. cut out to the panel board 4 core x 459 mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable (94.1 p.36) |
| 161 | Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP |
| 162 | GST |
