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| 1 | Poynar patilwadi |
| 2 | SUB ESTIMATE NO.1Strengthning of well |
| 3 | Item no.1:-Providing and casting in situ following grade of cement concrete of trap / granite /quartzite / gneiss metal of approved quality for P.C.C. work as per detailed drawings and design including normal dewatering centeringform work compaction finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface where ever necessary or roughening ifspecial finish to be provided and. curing etc. complete,for sub structure |
| 4 | As per R.A. |
| 5 | Item no.2:-Providing and casting in situ following grade of cement concrete of trap / granite /quartzite / gneiss metal of approved quality for R.C.C. work as per detailed drawings and design including normal dewatering centeringform work compaction finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface where ever necessary or roughening ifspecial finish to be provided and. curing etc. complete,for sub structure |
| 6 | A)Vertical Wall C.C. (M-250) |
| 7 | Item no.3:-Providing and fixing in position steel bar reinforcement of various diameters offor R.C.C.piles, caps, footings, foundations, slabs, beams, columns, canopies, staircase, newels, chajjas lintel, pardies, coping, fine arches etc.as per detailed designs, drawing and schedule including cutting, bending, hooking the bars, binding with wire or tack welding and supporting as required etc. complete.(including cost of biding wire) |
| 8 | Item No.4:-Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars as Simply Supported, Moment or Splice Connection as per EC2/TR 023 or relevant tested and accepted rebar guidelines. The chemical should have ETA approval for seismic rebar as a minimum qualifying criterion. Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter and embedment of rebars to be decided as per PROFIS Rebar Software & the report to be submitted to the project manager/ design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars. HY200 -16 mm dia 320mm depth |
| 9 | Item No.5:-Providing andfixing M.S.lader 0.50 M wide consisting of 75 mm x 10 mm MS flat stringers and 16 mm dia M.S.bar in double rows as step placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti corrosive paint etc.complete as directed by Engineer-in charge., ISMB 300,ISMC150 MM ETC. STRUCTURAL STEEL |
| 10 | Item No-6 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. |
| 11 | SUB ESTIMATE NO.2 Trench gallery |
| 12 | Item No1:-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, supply well etc. for lift\"0 to 1.5 M & lead \"of 1.50Mincluding barricading, guarding, depositing oft surplus excavated stuff within a radius of 0.5km as directed by Engineer-in-charge-,etc \"complete excluding refilling |
| 13 | Lift 0.00 M to 1.50 m |
| 14 | Lift 1.50 M to 3.00 m |
| 15 | Item no2:-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 |
| 16 | Item no3:-Providing at site of works ISI standard RCC slotted pipes of NP-3 class including cost of all central and local taxes, octroi, inspection, transportation, etc. complete including cost of RCC collar, etc. complete. |
| 17 | a) 450mm dia |
| 18 | Item no4:-Lowering, laying and jointing RCC slotted pipes of following diameters including all leads and lifts, cost of jointing material, labour, etc. complete as directed by Engineer-in-charge. |
| 19 | a) 450mm dia |
| 20 | Item no5:-Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery/ trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge. |
| 21 | a) 40 mm pebbels |
| 22 | b) 12 to 20 mm pebbels |
| 23 | c) 6 to 12 mm dia pebbels |
| 24 | d) Fine Sand |
| 25 | SUB ESTIMATE NO.2 pump 10BHP |
| 26 | Item no1:-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. |
| 27 | Item no2:-Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. |
| 28 | 3 core 10sqmm |
| 29 | Item no 3:-supplying and erecting DOL starter to operate squirrel cage induction motor working on 380-440 volt 3 phase 50hzwith no volt coil and over load element with |
| 30 | <7.5 HP |
| 31 | Item no4:-Providing installing and commissioning main control pannel board including v meter and a meter of suitable range single phase prevention 8 nos of phase indicater lamps with colour glass etc complete |
| 32 | Item no 5:-providing erecting pressure gauge of requried range complete with syphon tube isolating etc com |
| 33 | Pressure gauge (100 mm dia) |
| 34 | Item no 6:- providing tools for pumping |
| 35 | Item no 7:-Main wiring work from MSEB cot out to the pannel board 4 core x459 mm 1100 grade with isi mark standard /aluminum armored cable. |
| 36 | Item no 8:- providing pipe type earthing with 40mm dia GI pipe or 20mm dia GI rod complete with all matrials as per specification |
| 37 | Item no 9:- 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. |
| 38 | Item no 10:- Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge. |
| 39 | SUB ESTIMATE NO.3 Rising main |
| 40 | Item no1:-ProvidingISImarkG.I.Pipeoffollowingclassanddia. Includingalllocalandcentraltaxes,octroi,inspection charges, transportation to stores. etc. complete. |
| 41 | 50mm GI (5.16kg/m) pipe |
| 42 | GI Pipe 80 mm Dia M Class 8.64 kg/m |
| 43 | Item no2:-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. |
| 44 | 90mm dia HDPE pipe PN 12.5 |
| 45 | Item no 3:-5% of cost of pipes shall be considered for cost of PVC/HDPE specials for estimate purpose only. |
| 46 | Item no 4:-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 |
| 47 | sluice valve 80mm dia |
| 48 | Item no 5:-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) |
| 49 | Reflux valve80mm dia |
| 50 | Item no 6:-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. |
| 51 | sluice valve 80mm dia. For washout |
| 52 | Item no 7:-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. |
| 53 | Air Valve 15mm Dia |
| 54 | Item no 8:-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. |
| 55 | Item no 9:-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. |
| 56 | Item no 10:-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. |
| 57 | Item no 11:-Excavation in Hard Rock, including lift upto 1.5 M including trimming and levelling the bed removing the excavated material upto a distance of 50 metres beyond the area and lift as below stacking by as directed by Engineer-in-charge, normal dewatering excluding backfilling, etc. complete. |
| 58 | Item no 12:-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. |
| 59 | Item no 13:-LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. |
| 60 | 50mm GI (5.16kg/m) pipe |
| 61 | GI Pipe 80 mm Dia M Class 8.64 kg/m |
| 62 | Item no 14:-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 |
| 63 | 90mm dia HDPE pipe PN 12.5 |
| 64 | Item no 15:-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) |
| 65 | sluice valve 80mm dia |
| 66 | Reflux valve80mm dia |
| 67 | sluice valve 80mm dia. For washout |
| 68 | Item no 16:-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. |
| 69 | Air Valve 15mm Dia |
| 70 | Item no 17:-ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. |
| 71 | b) 1:2:4 (M-150) grade for encasing |
| 72 | Item no 18:-Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 73 | Item no 19:-HydraulictestingofG.I.pipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforthelengthupto1kmusingreciprocatingtype pumpswhichshouldbeabletoprovidespecifiedtest pressure gauges and other necessary equipments,labour operationchargesetc.requiredfortesting,Therates underthisitemshallalsoincludecostofretestingif necessary and reinstating to original postion. |
| 74 | 50mm GI (5.16kg/m) pipe |
| 75 | GI Pipe 80 mm Dia M Class 8.64 kg/m |
| 76 | 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. |
| 77 | 90mm dia HDPE pipe PN 12.5 |
| 78 | Item no 21:-Giving satisfactory hydraulic testing of following C.I. D / F Reflex valves, Butterfly valves and Sluice valves. |
| 79 | sluice valve 80mm dia |
| 80 | Reflux valve80mm dia |
| 81 | sluice valve 80mm dia. For washout |
| 82 | SUB ESTIMATE NO.3 RCC GSR |
| 83 | Item no 1:-Designing ( aesthetically), andconstructing RCCground service reservoirs..etc complete. |
| 84 | RCC GSR35000 |
| 85 | Item no 2:-Providing, double flanged Sluice valve..etc.complete . |
| 86 | sluice valve 80mm dia |
| 87 | SUB ESTIMATE NO.3 Trial Run |
| 88 | Item 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 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. |
| 89 | Add 18% GST |
