Tender For New To Pipeline Water Supply Scheme For Tetavali Tal. Dapoli Dist. Ratnagiri
Tender Value
2.94 Crore
Estimated cost
Bid Submission
25 Jan 2023
0 days left
EMD
2.94 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
dapoli → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
New To Pipeline Water Supply Scheme For Tetavali Tal. Dapoli Dist. Ratnagiri
BOQ
| Sl. No. | Item Description |
| 1 | Tetavali - Kumbharwadi Zone |
| 2 | SUB ESTIMATE NO 1 RCC WELL |
| 3 | Item No. 1 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required 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 and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, excluding refilling. |
| 4 | Lift 7.50 M to 9.00 m |
| 5 | Lift 9.00 M to 10.50 m |
| 6 | Item No. 2 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. |
| 7 | Item No. 3 Providing uncoursed rubble masonry of t rap / granite / quartzite /gneiss stones in cement mor tar 1:6 in foundation and plinth of innerwalls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and water ing etc.complete. |
| 8 | Item No. 4 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. |
| 9 | Item No. 5 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 |
| 10 | SUB ESTIMATE NO 2 SWITCH HOUSE |
| 11 | Item No.1 :- Excavation for foundation pipe trenches in earth soils of all types sand gravel and Hard murum , including removing the excavated material up to a distance of 50M and lifts upto 1.50M stacking ,spreading as directed dewatering excluding backfilling complete. |
| 12 | Item No.2 :- Excavation for foundation/ Pipe trench inhard rock by controlled blasting including lift upto 1.50M including trimming and levelling the bed,removing the excavated material up to a distance of 50m. & lifts as below stackingas directed by Engineer-in-charge, normal dewatering &excluding back filling etc. complete. |
| 13 | Item No.3 :- Providing & laying in situfollowing gradec.c.oftrap/ granite /quartzite/ gneiss matel forfoundation & bedding including dewatering form work compaction finishing & curring etc.complete.M 150 As per RA |
| 14 | Item No.4 :-Providing laterite stone masonary in cement mortar 1:6 in foundation and plinth including striking joints on the unexposed faces and watering complete.As per RA |
| 15 | Item No.5 :- Refilling the trenches with available excavated stuff with soft material first over pipeline & then hard material in 15 cm layers with all leads & lifts including consolidation search chargingetc. complete |
| 16 | Item No.6:- Providing and laying cement concrete flooring ---40 mm thick with cement concrete M-15 laid to proper line, level and slope in alternate days including compaction filling joints, marking lines to give appearance of tiles of 30 cm x 30 cm or other approved design, finishing smooth( with extra cement ) in approved colour as directed, and curing complete.IPS flooring (As per RA) |
| 17 | Item No.7 :-Providing laterite stone masonary in cement mortar 1:6 in superstructure including racking out joints where plastering is to be done watering and scaffolding complete. As per RA |
| 18 | Item No.8:- Prividing and casting in situ C.C. trap / granite / quarizite / gneiss metal of approved quality for R.C.C. work as per detailed drawings and designs oras derected by Engineer in charge including normal dewatering centering, forwork, compaction,finishing, the sufficient minimum thickness to give a smooth and even surface wherever necessary or roughning if special finish is to be provided and using etc. complete. excluding tor steel reinforcement vertical wall M200 (Rate as per RA) |
| 19 | i)Slab M-200 |
| 20 | ii)Lintel M-200 |
| 21 | iii)Chajja M-200 |
| 22 | Item No.9:-Providing and fixing factory made precast door/window frames of cement concrete (as per IS-456-2000) M-40 grade of section 100 x 60 mm including reinforcement as per I.S.6523 with polymeric blocks having screw holding capacity of 250 kg. screw, fixed in position of R.C.C. frame as per requirement and as per specifications without fan light including holdfasts, carting and erecting in position and two coats of oil paint etc. complete. |
| 23 | Item No.10 :-Providing and fixing solid core flush door shutter commercial insingle leaf 32 mm thick without ventilator commercial type ofexterior grade as per detailed drawings with wrought iron hold fast, stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete |
| 24 | Item No.11:-Providing and fixing factory made precast R.C.C. 50mm thick of size450 x 600 mm including carting and erecting in position and two coats of oil paint etc. complete. |
| 25 | Item No.12 :- Providing & fixing in possition steelbar reinforcement of various diamaters for R.C.C. piles,caps, footing, foudationa, slabs, beams, columns, canopies staircases, pardies etc. as per detailed designs, drawings and schedules, including cutting bending, hooking the bars, binding with wires, and supporting as required etc.complete ( including cost of binding wire)Tor steel |
| 26 | Item No.13:-Providing internal cement plaster 12 mm thick in a single coat,in cement mortar 1:3neeru finish to concrete or brick surface in all positions including raking out joints, scaffolding and curing complete. As per RA |
| 27 | Item No.14:-Providing and applying two coat of waterprrof cement paint of approved manufacture and color to the plastered surface, including scaffolding preparing the surface, watering for two days complete. |
| 28 | Item No.15:-Providing and applying washable oil bound distemper of approved colour, shade and quality to old/ new surface, in two coat including scaffolding, preparing the surfacescomplete. |
| 29 | SUB ESTIMATE NO 3 PUMPING MACHINARY |
| 30 | Item No. 1 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. |
| 31 | Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 8 stages |
| 32 | 6.00 BHP PUMPSET |
| 33 | Item No. 2 Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. |
| 34 | Item No. 3 Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380-440 Volt, 3 phase, 50 Hz with no volt coil and over load element with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. |
| 35 | < 7.5 HP |
| 36 | Item No.4 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 < 7.5 HP pump etc.complete. (Market rate) |
| 37 | Item No.5 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. |
| 38 | Item No. 6 Providing tools for pumping. |
| 39 | Item No. 7 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) |
| 40 | Item No. 8 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 |
| 41 | Item no.9 - Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) |
| 42 | Sluice valves 65 mm Dia. |
| 43 | Item no.10 - Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) |
| 44 | reflux valves 65 mm Dia. |
| 45 | Item No. 11 Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves ... etc.complete. |
| 46 | Sluice valves 65 mm Dia. |
| 47 | reflux valves 65 mm Dia. |
| 48 | SUB ESTIMATE NO 4 RISING MAIN |
| 49 | Item No. 1 ProvidingISImarkG.I.Pipeoffollowingclassanddia. Includingalllocalandcentraltaxes,octroi,inspection charges, transportation to stores. etc. complete. |
| 50 | GI Pipe 80 mm Dia M Class 8.64 kg/m |
| 51 | Item No. 2 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. |
| 52 | 90 mm Dia HDPE Pipe 8 Kg/sqcm |
| 53 | Item No. 3 Specials -Note - Payment of specials will be made as per rates of MJP DSR 2021/22 Total amount of providing specials include all types of Tees,bends,reducers,and End cap etc of required diameter and class for total length of lowering,laying,jointing pipes etc.will be paid and restricted to Rs 15833.50 (Rs. Fifteen Thousand eight hundred thirty three and Paise fifty Only) |
| 54 | 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 |
| 55 | Sluice valves 80 mm Dia. |
| 56 | 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) |
| 57 | Reflux valves 80 mm Dia |
| 58 | 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. |
| 59 | Sluice valves 80 mm Dia. for Washout |
| 60 | 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. |
| 61 | Air valves 25 mm Dia |
| 62 | 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. |
| 63 | Item no.10 - Excavationforfoundation/pipetrenchesin hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting includingtrimmingandlevellingthebed, removing the excavated material upto a distanceof50metresbeyondtheareaand lifts as below, stacking as directed by Engineer-in-charge,normaldewatering, excludingbackfilling,etc.completebyall means. (Bd-A-6/259) |
| 64 | Item no.11 - Excavation in laterite rock masses mechanically, 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 andlift as below stacking by as directed by Engineer-in-charge, normal dewatering excluding backfilling, etc. complete. . |
| 65 | 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. |
| 66 | Item No. 13 LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. |
| 67 | GI Pipe 80 mm Dia M Class 8.64 kg/m |
| 68 | 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 |
| 69 | 90 mm Dia HDPE Pipe 8 Kg/sqcm |
| 70 | 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) |
| 71 | Sluice valves 80 mm Dia. |
| 72 | Item No. 16 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) |
| 73 | Reflux valves 80 mm Dia |
| 74 | Item No. 17 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) |
| 75 | Sluice valves 80 mm Dia. for Washout |
| 76 | Item No. 18 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 | Air valves 25 mm Dia- Single Bash |
| 78 | Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150 for fixing the box in position, applying two coats of oil paint, painting chainage, locking arrangement, etc.complete as directed by Engineer-in-charge. |
| 79 | Item No. 20 ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. |
| 80 | Item No. 21 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. |
| 81 | Item No. 22 Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 82 | Item No. 23 HydraulictestingofG.I.pipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforthelengthupto1kmusingreciprocatingtype pumpswhichshouldbeabletoprovidespecifiedtest pressure gauges and other necessary equipments,labour operationchargesetc.requiredfortesting,Therates underthisitemshallalsoincludecostofretestingif necessary and reinstating to original postion. |
| 83 | GI Pipe 80 mm Dia M Class 8.64 kg/m |
| 84 | Item No. 24 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. |
| 85 | 90 mm Dia HDPE Pipe 8 Kg/sqcm |
| 86 | PRV used to maintain pressure due to water hammer effect after the pump is switched off. |
| 87 | 80 mm |
| 88 | Lowering,laying and fixing charges |
| 89 | SUB ESTIMATE NO 5 GSR - Kumbharwadi zone |
| 90 | Designing (aesthetically), and constructingRCCgroundservice reservoirs / RCC sumps in M-300 mix of requiredcapacityincludingexcavationin alltypesofstrata,foundationconcrete, container walls, bottom slab top RCC roof slab/ordome,20mmthick cement plasterwithwaterproofingcompoundin CM1:3proportiontoinsidefaceofthe container, including epoxy paint from insideincludingrefillinganddisposingof surplus stuff within lead of 50 M, all labour and material charges, for laying and jointingofpipeassemblyforinlet,outlet washout, over flow and bypass arrangementconsistingofC.I.M.S.D/F. pipes, specials and valves of given diameters,providingandfixing accessoriessuchasM.S.ladderinside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamberforallvalves,ventilatingshafts, including giving satisfactory hydraulictest andwatertightnesstestasperIScode and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per designdata,criteria,obligatory requirementsanddetailedspecifications. Anti-termitetreatmentshallbegivenfor underground portion of the structure. |
| 91 | Thedesignshallbeinaccordancewith various relevant I.S. specification (I.S. 456/1978, I.S. 875 - 1987, I.S. 3370 -1965or revised.) |
| 92 | Only M.S. bars grade I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shallbeused.Grade-IIM.S.barsshall not be used. |
| 93 | Entire structure shall be in M-300 only. |
| 94 | The scope of pipe assembly work shall be upto5metrebeyondoutsidefaceofthe wall,costofpipesvalvesand specialsis not included in the rate but labour cost for laying and jointing is included. |
| 95 | TheG.S.R./Sumpabove15lakhlitres capacity shall be in two compartment. |
| 96 | TheJobincludesdesigningthestructure for uplift pressure and dewatering if required during entire execution and disposalofsurplusexcavatedstuffwithin lead of 50 metres as directed by Engineer- in-charge.Ifupliftsconsideredindesign, thentheseratesshallbeincreasedby 7.5%. |
| 97 | G.S.R. outlets shall be with bell mouth of approved pattern in bottom slab and cost ofdesigning bell mouth isincluded in the rate. Sump well includes cost of suction pit required at bottom. |
| 98 | Forpipediametersupto300mmonly CI pipesandCIspecialsshallbeused.For pipe diameters above 300 mm, M.S. pipes andspecialsminimum10mmthickshall beusedwithproperanticorrosiveepoxy treatment from inside and outside. |
| 99 | Costofpumphouseisnotincludedin these rates. |
| 100 | AboveratesareapplicableforSeismic Zones 2, 3 and 4. |
| 101 | For RCC GSR 52000 Litres |
| 102 | Item No.2 - Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to store / site, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe) |
| 103 | DI DOUBLE flange pipe 100 mm Dia |
| 104 | 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 |
| 105 | 100mm sluice valves - PN - 1.0 without bypass arrangement |
| 106 | SUB ESTIMATE NO 6 RCC ESR |
| 107 | Item No.1 - Designing (aesthetically), and constructingRCCgroundservice reservoirs / RCC sumps in M-300 mix of requiredcapacityincludingexcavationin alltypesofstrata,foundationconcrete, container walls, bottom slab top RCC roof slab/ordome,20mmthick cement plasterwithwaterproofingcompoundin CM1:3proportiontoinsidefaceofthe container, including epoxy paint from insideincludingrefillinganddisposingof surplus stuff within lead of 50 M, all labour and material charges, for laying and jointingofpipeassemblyforinlet,outlet washout, over flow and bypass arrangementconsistingofC.I.M.S.D/F. pipes, specials and valves of given diameters,providingandfixing accessoriessuchasM.S.ladderinside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamberforallvalves,ventilatingshafts, including giving satisfactory hydraulictest andwatertightnesstestasperIScode and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per designdata,criteria,obligatory requirementsanddetailedspecifications. Anti-termitetreatmentshallbegivenfor underground portion of the structure. |
| 108 | Thedesignshallbeinaccordancewith various relevant I.S. specification (I.S. 456/1978, I.S. 875 - 1987, I.S. 3370 -1965or revised.) |
| 109 | Only M.S. bars grade I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shallbeused.Grade-IIM.S.barsshall not be used. |
| 110 | Entire structure shall be in M-300 only. |
| 111 | The scope of pipe assembly work shall be upto5metrebeyondoutsidefaceofthe wall,costofpipesvalvesand specialsis not included in the rate but labour cost for laying and jointing is included. |
| 112 | TheG.S.R./Sumpabove15lakhlitres capacity shall be in two compartment. |
| 113 | TheJobincludesdesigningthestructure for uplift pressure and dewatering if required during entire execution and disposalofsurplusexcavatedstuffwithin lead of 50 metres as directed by Engineer- in-charge.Ifupliftsconsideredindesign, thentheseratesshallbeincreasedby 7.5%. |
| 114 | G.S.R. outlets shall be with bell mouth of approved pattern in bottom slab and cost ofdesigning bell mouth isincluded in the rate. Sump well includes cost of suction pit required at bottom. |
| 115 | Forpipediametersupto300mmonly CI pipesandCIspecialsshallbeused.For pipe diameters above 300 mm, M.S. pipes andspecialsminimum10mmthickshall beusedwithproperanticorrosiveepoxy treatment from inside and outside. |
| 116 | Costofpumphouseisnotincludedin these rates. |
| 117 | AboveratesareapplicableforSeismic Zones 2, 3 and 4. |
| 118 | For RCCGSR 13000 Liters |
| 119 | Item no.2 - Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to store / site, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe) |
| 120 | DI DOUBLE flange pipe 100 mm Dia |
| 121 | Item no.3 - Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete |
| 122 | 100mm sluice valves - PN - 1.0 without bypass arrangement |
| 123 | SUB ESTIMATE NO 7 DISTRIBUTION MAIN |
| 124 | Item No. 1 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. |
| 125 | GI Pipe 50 mm Dia M Class 5.16 kg/m |
| 126 | GI Pipe 100 mm Dia M Class 12.4 kg/m |
| 127 | Item No. 2 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. |
| 128 | 63 mm dia HDPE PN 6 Pipes |
| 129 | 75 mm dia HDPE PN 6 Pipes |
| 130 | 90 mm dia HDPE PN 6 Pipes |
| 131 | 110 mm dia HDPE PN 6 Pipes |
| 132 | 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 without bypass arrangement |
| 133 | Sluice valves 50 mm Dia |
| 134 | Sluice valves 65 mm Dia |
| 135 | Sluice valves 80 mm Dia |
| 136 | Item No. 6 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. |
| 137 | Air Valve 25 mm Dia |
| 138 | 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) |
| 139 | Excavationforfoundation/pipetrenchesin hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting includingtrimmingandlevellingthebed, removing the excavated material upto a distanceof50metresbeyondtheareaand lifts as below, stacking as directed by Engineer-in-charge,normaldewatering, excludingbackfilling,etc.completebyall means. |
| 140 | Excavation in laterite rock masses mechanically, 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. . |
| 141 | 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. |
| 142 | Item No. 12 LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. |
| 143 | GI Pipe 50 mm Dia M Class 413 kg/m |
| 144 | GI Pipe 80 mm Dia M Class 689 kg/m |
| 145 | Item No. 12 Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint). |
| 146 | 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 |
| 147 | 63 mm dia HDPE PN 6 Pipes |
| 148 | 75 mm dia HDPE PN 6 Pipes |
| 149 | 90 mm dia HDPE PN 6 Pipes |
| 150 | 110 mm dia HDPE PN 6 Pipes |
| 151 | Item No. 14 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.) |
| 152 | Sluice Valve 50 mm Dia |
| 153 | Sluice Valve 65 mm Dia |
| 154 | Sluice Valve 80 mm Dia |
| 155 | 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) |
| 156 | Air valves 25 mm Dia |
| 157 | Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150. |
| 158 | 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) As per RA |
| 159 | a) 1:2:4 (M-150) grade for Thrust Blocks |
| 160 | b) 1:2:4 (M-150) grade for encasing |
| 161 | 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. |
| 162 | As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover. |
| 163 | Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 164 | HydraulictestingofG.I.pipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforthelengthupto1kmusingreciprocatingtype pumpswhichshouldbeabletoprovidespecifiedtest pressure gauges and other necessary equipments,labour operationchargesetc.requiredfortesting,Therates underthisitemshallalsoincludecostofretestingif necessary and reinstating to original postion. |
| 165 | GI Pipe 50 mm Dia M Class 413 kg/m |
| 166 | GI Pipe 80 mm Dia M Class 689 kg/m |
| 167 | Hydraulic testing of H. D. P. E./ M. D. P. E./D.I. 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. |
| 168 | 63 mm dia HDPE PN 6 Pipes |
| 169 | 75 mm dia HDPE PN 6 Pipes |
| 170 | 90 mm dia HDPE PN 6 Pipes |
| 171 | 110 mm dia HDPE PN 6 Pipes |
| 172 | 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 |
| 173 | SUB ESTIMATE NO 7 MISC. WORK & ELECTRICAL CHARGES |
| 174 | Item No. 1 Providing & streching transmission line & making Additional electric load connection to Head works, including all charges as per MSEB rule |
| 175 | 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. |
| 176 | For single village without WTP |
| 177 | Tetavali - Kadamwadi Zone |
| 178 | SCHEME B KADAMWADI SUBESTIMATE NO. 1 - RCC WELL |
| 179 | Item No. 1 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required 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 and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, excluding refilling. |
| 180 | Lift 7.50 M to 9.00 m |
| 181 | Lift 9.00 M to 10.50 m |
| 182 | Item No. 2 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. |
| 183 | Item No. 3 Providing uncoursed rubble masonry of t rap / granite / quartzite /gneiss stones in cement mor tar 1:6 in foundation and plinth of innerwalls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and water ing etc.complete. |
| 184 | Item No. 4 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. |
| 185 | Item No. 5 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 |
| 186 | SCHEME B KADAMWADI SUB ESTIMATE NO. 2 - SWITCH HOUSE |
| 187 | Item No.1 :- Excavation for foundation pipe trenches in earth soils of all types sand gravel and Hard murum , including removing the excavated material up to a distance of 50M and lifts upto 1.50M stacking ,spreading as directed dewatering excluding backfilling complete. |
| 188 | Item No.2 :- Excavation for foundation/ Pipe trench inhard rock by controlled blasting including lift upto 1.50M including trimming and levelling the bed,removing the excavated material up to a distance of 50m. & lifts as below stackingas directed by Engineer-in-charge, normal dewatering &excluding back filling etc. complete.MJP DSR 21-22 P/I39/6Rs.755/-00 |
| 189 | Item No.3 :- Providing & laying in situfollowing gradec.c.oftrap/ granite /quartzite/ gneiss matel forfoundation & bedding including dewatering form work compaction finishing & curring etc.complete.M 150As per RA |
| 190 | Item No.4 :-Providing laterite stone masonary in cement mortar 1:6 in foundation and plinth including striking joints on the unexposed faces and watering complete.As per RA |
| 191 | Item No.5 :- Refilling the trenches with available excavated stuff with soft material first over pipeline & then hard material in 15 cm layers with all leads & lifts including consolidation search chargingetc. complete |
| 192 | Item No.6:- Providing and laying cement concrete flooring ---40 mm thick with cement concrete M-15 laid to proper line, level and slope in alternate days including compaction filling joints, marking lines to give appearance of tiles of 30 cm x 30 cm or other approved design, finishing smooth( with extra cement ) in approved colour as directed, and curing complete.IPS flooring (As per RA) |
| 193 | Item No.7 :-Providing laterite stone masonary in cement mortar 1:6 in superstructure including racking out joints where plastering is to be done watering and scaffolding complete. As per RA |
| 194 | Item No.8:- Prividing and casting in situ C.C. trap / granite / quarizite / gneiss metal of approved quality for R.C.C. work as per detailed drawings and designs oras derected by Engineer in charge including normal dewatering centering, forwork, compaction,finishing, the sufficient minimum thickness to give a smooth and even surface wherever necessary or roughning if special finish is to be provided and using etc. complete. excluding tor steel reinforcement vertical wall M200 (Rate as per RA) |
| 195 | i)Slab M-200 |
| 196 | ii)Lintel M-200 |
| 197 | iii)Chajja M-200 |
| 198 | Item No.9:-Providing and fixing factory made precast door/window frames of cement concrete (as per IS-456-2000) M-40 grade of section 100 x 60 mm including reinforcement as per I.S.6523 with polymeric blocks having screw holding capacity of 250 kg. screw, fixed in position of R.C.C. frame as per requirement and as per specifications without fan light including holdfasts, carting and erecting in position and two coats of oil paint etc. complete. |
| 199 | Item No.10 :-Providing and fixing solid core flush door shutter commercial insingle leaf 32 mm thick without ventilator commercial type ofexterior grade as per detailed drawings with wrought iron hold fast, stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats completePWD SSR 22-23 SSR No1208/ssr no 39.10 Rs.2913/- |
| 200 | Item No.11:-Providing and fixing factory made precast R.C.C. 80mm thick including carting and erecting in position and two coats of oil paint etc. complete.SSR 22-23 PG NO 665 Rs787/- |
| 201 | Item No.12 :- Providing & fixing in possition steelbar reinforcement of various diamaters for R.C.C. piles,caps, footing, foudationa, slabs, beams, columns, canopies staircases, pardies etc. as per detailed designs, drawings and schedules, including cutting bending, hooking the bars, binding with wires, and supporting as required etc.complete ( including cost of binding wire)Tor steelMJP DSR 21-22 P/I - 52/8 b 97206/- |
| 202 | Item No.13:-Providing internal cement plaster 12 mm thick in a single coat,in cement mortar 1:3neeru finish to concrete or brick surface in all positions including raking out joints, scaffolding and curing complete. As per RA |
| 203 | Item No.14:-Providing and applying two coat of waterprrof cement paint of approved manufacture and color to the plastered surface, including scaffolding preparing the surface, watering for two days complete.PWD SSR 22-23 Sr No1088/ssr no35.13 Rs.79 |
| 204 | Item No.15:-Providing and applying washable oil bound distemper of approved colour, shade and quality to old/ new surface, in two coat including scaffolding, preparing the surfacescomplete.PWD SSR 22-23 Sr No1111/ssr no36.11 Rs.48 |
| 205 | SCHEME B KADAMWADI SUB ESTIMATE NO. 3 -PUMPMING MACHINERY |
| 206 | Item No. 1 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. |
| 207 | Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 14 stages |
| 208 | 3.00 BHP PUMPSET |
| 209 | Item No. 2 Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. |
| 210 | 3 core 10sqmm |
| 211 | Item No. 3 Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380-440 Volt, 3 phase, 50 Hz with no volt coil and over load element with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. |
| 212 | < 7.5 HP |
| 213 | Item No.4 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 < 7.5 HP pump etc.complete. (Market rate) |
| 214 | Item No.5 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. |
| 215 | Pressure gauge (100 mm dia) |
| 216 | Item No. 6 Providing tools for pumping. |
| 217 | Item No. 7 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) |
| 218 | Item No. 8 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 |
| 219 | Item No. 9 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) |
| 220 | Sluice valves 50 mm Dia. |
| 221 | Item No. 10 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) |
| 222 | Reflux valves 50 mm Dia |
| 223 | Item No. 11 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.) |
| 224 | Sluice valves 50 mm Dia. |
| 225 | Reflux valves 50 mm Dia |
| 226 | SCHEME B KADAMWADI SUBESTIMATE NO. 4 - RISING MAIN |
| 227 | Item No. 1 ProvidingISImarkG.I.Pipeoffollowingclassanddia. Includingalllocalandcentraltaxes,octroi,inspection charges, transportation to stores. etc. complete. |
| 228 | GI PIPE 50 MM DIA M CLASS M 8.64kg/m. |
| 229 | Item No. 2 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. |
| 230 | 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 |
| 231 | 63 MM DIA HDPE PN 8 PIPE. |
| 232 | Item No. 3 Specials -Note - Payment of specials will be made as per rates of MJP DSR 2021/22 Total amount of providing specials include all types of Tees,bends,reducers,and End cap etc of required diameter and class for total length of lowering,laying,jointing pipes etc.will be paid and restricted to Rs 12244.5 (Rs. Twelve Thousand Two hundread Fourty Fourand Fifty paise only) |
| 233 | 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 without bypass arrangement |
| 234 | Sluice valves 50 mm Dia. |
| 235 | 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) |
| 236 | Reflux valves 50 mm Dia |
| 237 | Item No. 6 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 without bypass arrangement |
| 238 | Sluice valves 50 mm Dia. for Washout |
| 239 | 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. |
| 240 | Air valves 25 mm Dia |
| 241 | Item No. 8 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. |
| 242 | (HARD MURRUM BOULDER) |
| 243 | Item No. 9 Excavationforfoundation/pipetrenchesin hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting includingtrimmingandlevellingthebed, removing the excavated material upto a distanceof50metresbeyondtheareaand lifts as below, stacking as directed by Engineer-in-charge,normaldewatering, excludingbackfilling,etc.completebyall means. (Bd-A-6/259) |
| 244 | Hard Rock |
| 245 | Item No. 10 Excavation in laterite rock masses mechanically, 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 andlift as below stacking by as directed by Engineer-in-charge, normal dewatering excluding backfilling, etc. complete. . |
| 246 | (LATERITE ROCK) |
| 247 | 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. |
| 248 | Item No. 12 LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. |
| 249 | GI PIPE 50 MM DIA M CLASS M 8.64kg/m. |
| 250 | 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 |
| 251 | 63 MM DIA HDPE PN 8 PIPE. |
| 252 | 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 nut bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 253 | Sluice valves 50 mm Dia. |
| 254 | 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 not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 255 | Reflux valves 50 mm Dia |
| 256 | Item No. 16 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) |
| 257 | Sluice valves 50 mm Dia. for Washout |
| 258 | Item No. 17 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. |
| 259 | Air valves 25 mm Dia- Single Bash |
| 260 | Item No. 18 Providing and fixing in position M.S. air valveboxes fabricated with 2 mm thick M.S. plate,30 x 30 x 3 mm size M.S. angle frame,concreting in M-150 for fixing the box inposition, applying two coats of oil paint,painting chainage, locking arrangement, etc.complete as directed by Engineer-in-charge. |
| 261 | Item No. 19 ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. |
| 262 | Item No. 20 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. |
| 263 | Size 0.90 x 0.60 x 1.20 |
| 264 | Item No. 21 Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 265 | Item No. 22 HydraulictestingofG.I.pipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforthelengthupto1kmusingreciprocatingtype pumpswhichshouldbeabletoprovidespecifiedtest pressure gauges and other necessary equipments,labour operationchargesetc.requiredfortesting,Therates underthisitemshallalsoincludecostofretestingif necessary and reinstating to original postion. |
| 266 | GI PIPE 50 MM DIA M CLASS M 8.64kg/m. |
| 267 | Item No. 23 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. |
| 268 | 63 MM DIA HDPE PN 8 PIPE. |
| 269 | Item No. 24 PRV used to maintain pressure due to water hammer effect after the pump is switched off. |
| 270 | 50 mm |
| 271 | Lowering,laying and fixing charges |
| 272 | SCHEME B KADAMWADI SUBESTIMATE NO. 5 - RCC GSR |
| 273 | 1 Designing (aesthetically), and constructingRCCgroundservice reservoirs / RCC sumps in M-300 mix of requiredcapacityincludingexcavationin alltypesofstrata,foundationconcrete, container walls, bottom slab top RCC roof slab/ordome,20mmthick cement plasterwithwaterproofingcompoundin CM1:3proportiontoinsidefaceofthe container, including epoxy paint from insideincludingrefillinganddisposingof surplus stuff within lead of 50 M, all labour and material charges, for laying and jointingofpipeassemblyforinlet,outlet washout, over flow and bypass arrangementconsistingofC.I.M.S.D/F. pipes, specials and valves of given diameters,providingandfixing accessoriessuchasM.S.ladderinside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamberforallvalves,ventilatingshafts, including giving satisfactory hydraulictest andwatertightnesstestasperIScode and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per designdata,criteria,obligatory requirementsanddetailedspecifications. Anti-termitetreatmentshallbegivenfor underground portion of the structure. |
| 274 | Thedesignshallbeinaccordancewith various relevant I.S. specification (I.S. 456/1978, I.S. 875 - 1987, I.S. 3370 -1965or revised.) |
| 275 | Only M.S. bars grade I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shallbeused.Grade-IIM.S.barsshall not be used. |
| 276 | Entire structure shall be in M-300 only. |
| 277 | The scope of pipe assembly work shall be upto5metrebeyondoutsidefaceofthe wall,costofpipesvalvesand specialsis not included in the rate but labour cost for laying and jointing is included. |
| 278 | TheG.S.R./Sumpabove15lakhlitres capacity shall be in two compartment. |
| 279 | TheJobincludesdesigningthestructure for uplift pressure and dewatering if required during entire execution and disposalofsurplusexcavatedstuffwithin lead of 50 metres as directed by Engineer- in-charge.Ifupliftsconsideredindesign, thentheseratesshallbeincreasedby 7.5%. |
| 280 | G.S.R. outlets shall be with bell mouth of approved pattern in bottom slab and cost ofdesigning bell mouth isincluded in the rate. Sump well includes cost of suction pit required at bottom. |
| 281 | Forpipediametersupto300mmonly CI pipesandCIspecialsshallbeused.For pipe diameters above 300 mm, M.S. pipes andspecialsminimum10mmthickshall beusedwithproperanticorrosiveepoxy treatment from inside and outside. |
| 282 | Costofpumphouseisnotincludedin these rates. |
| 283 | AboveratesareapplicableforSeismic Zones 2, 3 and 4. |
| 284 | FOR RCC 23000 LITRS |
| 285 | 2 Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect, railway freight,insurance, unloading from railway wagon,loading into truck transport to store / site,unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe) |
| 286 | DI DOUBLE flange pipe 100 mm Dia |
| 287 | 3 LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. |
| 288 | DI DOUBLE flange pipe 100 mm Dia |
| 289 | 3 Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete |
| 290 | 100mm sluice valves - PN - 1.0 without bypass arrangement |
| 291 | SCHEME B KADAMWADI SUBESTIMATE NO. 6 - DISTRIBUTION SYSTEM |
| 292 | Item No. 1 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. |
| 293 | GI Pipe 50 mm Dia M Class 413 kg/m |
| 294 | GI Pipe 65 mm Dia M Class 524 kg/m |
| 295 | Item No. 2 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. |
| 296 | 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 |
| 297 | 63 mm dia HDPE PN 6 Pipes |
| 298 | 75 mm dia HDPE PN 6 Pipes |
| 299 | Item No. 3 Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete |
| 300 | Sluice valves 50 mm Dia |
| 301 | Sluice valves 65 mm Dia |
| 302 | Item No. 5 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. |
| 303 | Air Valve 25 mm Dia |
| 304 | Item No. 6 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) |
| 305 | HMB |
| 306 | Item No. 7 Excavationforfoundation/pipetrenchesin hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting includingtrimmingandlevellingthebed, removing the excavated material upto a distanceof50metresbeyondtheareaand lifts as below, stacking as directed by Engineer-in-charge,normaldewatering, excludingbackfilling,etc.completebyall means. (Bd-A-6/259) |
| 307 | Hard Rock |
| 308 | Item No. 8 Excavation in laterite rock masses mechanically |
| 309 | LATERITE Rock |
| 310 | Item No. 9 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) |
| 311 | Item No. 10 LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. |
| 312 | GI Pipe 50 mm Dia M Class 413 kg/m |
| 313 | GI Pipe 65 mm Dia M Class 524 kg/m |
| 314 | 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 |
| 315 | 63 mm dia HDPE PN 6 Pipes |
| 316 | 75 mm dia HDPE PN 6 Pipes |
| 317 | Item No. 12 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.) |
| 318 | Sluice Valve 50 mm Dia |
| 319 | Sluice Valve 65 mm Dia |
| 320 | Item No. 13 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) |
| 321 | Air valves 25 mm Dia |
| 322 | Item No. 14 Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150. |
| 323 | Item No. 15 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) As per RA |
| 324 | Item No. 16 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. |
| 325 | As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover. |
| 326 | Item No. 17 Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 327 | 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. |
| 328 | GI Pipe 50 mm Dia M Class 413 kg/m |
| 329 | GI Pipe 65 mm Dia M Class 524 kg/m |
| 330 | Item No. 19 Hydraulic testing of H. D. P. E./ M. D. P. E./D.I. 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. |
| 331 | 63 mm dia HDPE PN 6 Pipes |
| 332 | 75 mm dia HDPE PN 6 Pipes |
| 333 | Item No. 20 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 |
| 334 | SCHEME B KADAMWADI SUBESTIMATE NO. 7 - MSEB CHARGES |
| 335 | Item No. 1 Providing & streching transmission line & making Additional electric load connection to Head works, including all charges as per MSEB rule |
| 336 | SCHEME B KADAMWADI SUBESTIMATE NO. 8 - TRIAL RUN |
| 337 | 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. |
| 338 | Note: Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department. |
| 339 | SCHEME C NACHAREWADI SUBESTIMATE NO. 1 - RCC WELL |
| 340 | Item No. 1 Excavation in general in soft material comprising of soft soil, soft murum, 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 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, etc. complete excluding refilling. |
| 341 | Lift 0.00 M to 1.50 m |
| 342 | Lift 1.50 M to 3.00 m |
| 343 | Lift 3.00 M to 4.50 m |
| 344 | Lift 4.50 M to 6.00 m |
| 345 | Item No. 2 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required 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 and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, excluding refilling. |
| 346 | Lift 6.00 M to 7.50 m |
| 347 | Lift 7.50 M to 8.00 m |
| 348 | Item No. 3 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. |
| 349 | Item No. 4 Providing & costing inconstructingin situ. C.C of trap graniteR.C.C. M-300grade chajjas/ paropels/ qurtain boalls/ Vertical wall / pardies etc. |
| 350 | i) Lift upto 5 m |
| 351 | 1) R.C.C. M-300 for vertical wall below GL |
| 352 | 2) R.C.C. M-300 for vertical wall above GL |
| 353 | ii) Lift 5 m to 8 m |
| 354 | 1) R.C.C. M-300 for vertical wall below GL ( lift 5m-8m) |
| 355 | 2) R.C.C. M-300 for beam |
| 356 | Item No. 5 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 |
| 357 | Item No. 6 Providing & laying weep holes of 80 mmAC/PVC pipe as per drawing for abutment returns, return wallsetc. complete. |
| 358 | Item No. 7 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. |
| 359 | Item No. 8 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. |
| 360 | Item No. 9 Reffiling the trenches with approved excavated material from foundation in 15cm to 20cm layers including watering and compaction etc. complete. |
| 361 | Item No. 10 Providing and fixing in position C.I. dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of anticorrosive paint, etc complete as directed by Engineer- in-charge. |
| 362 | Item No. 11 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 |
| 363 | Item No. 12 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. (Bd- C-6/277) |
| 364 | Item No. 13 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. |
| 365 | Item No. 14 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. |
| 366 | Item No. 15 Taking trial bore (Core Bore Sampling)by Callyx machine with TCT/NX bits togather undisturbed strata samples forinvestigation in all types of strata, soft soil,murum, hard murum with boulders, softrock, hard rock and quartzite, etc. Theitem includes all hire and running cost ofCallyx machine, conveying all materials tosite of work excluding conveyance ofcallyx machine and back sampling all overburden strata in glass jar and coresamples serially numbered at site in awooden core box, samples to be taken at1.0 M interval and conveying to the placeas directed by Engineer-in-charge. Thediameter of bore in overburden shall be100 mm and of NX size (50 mm) in otherstrata. The item shall also include M.S.casing pipe of 2.5 mm thick plate inoverburden only and shall be 1.0 M aboveGL with cap over it. |
| 367 | a) In overburden ( soft soil , murum ) |
| 368 | d)In hard rock other than quarzite |
| 369 | Item No. 16 Carrying out recuperation/ yield test forasserting the discharge of constructed well/excavated profile as directed by Engineer-incharge. The test is carried out by drawingdown water from the well/profile below normal/ subsoil water level upto full depth rise in water level is recorded. The normal water level/ subsoil water level in the well/ profile as well as stainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labourers, etc. completed as directed. |
| 370 | The test shall be carried out as per Tech.Circular No. 2597 & 2011 -97 and shall becarried out for 7 days. |
| 371 | ii)Lps less than 25,000 |
| 372 | SCHEME C NACHAREWADI SUBESTIMATE NO. 2 - SWITCH HOUSE |
| 373 | Item No.1 :- Excavation for foundation pipe trenches in earth soils of all types sand gravel and Hard murum , including removing the excavated material up to a distance of 50M and lifts upto 1.50M stacking ,spreading as directed dewatering excluding backfilling complete. |
| 374 | Item No.2 :- Excavation for foundation/ Pipe trench inhard rock by controlled blasting including lift upto 1.50M including trimming and levelling the bed,removing the excavated material up to a distance of 50m. & lifts as below stackingas directed by Engineer-in-charge, normal dewatering &excluding back filling etc. complete. |
| 375 | Item No.3 :- Providing & laying in situfollowing gradec.c.oftrap/ granite /quartzite/ gneiss matel forfoundation & bedding including dewatering form work compaction finishing & curring etc.complete.M 150 |
| 376 | Item No.4 :-Providing laterite stone masonary in cement mortar 1:6 in foundation and plinth including striking joints on the unexposed faces and watering complete. |
| 377 | Item No.5 :- Refilling the trenches with available excavated stuff with soft material first over pipeline & then hard material in 15 cm layers with all leads & lifts including consolidation search chargingetc. complete |
| 378 | Item No.6:- Providing and laying cement concrete flooring ---40 mm thick with cement concrete M-15 laid to proper line, level and slope in alternate days including compaction filling joints, marking lines to give appearance of tiles of 30 cm x 30 cm or other approved design, finishing smooth( with extra cement ) in approved colour as directed, and curing complete.IPS flooring |
| 379 | Item No.7 :-Providing laterite stone masonary in cement mortar 1:6 in superstructure including racking out joints where plastering is to be done watering and scaffolding complete. |
| 380 | Item No.8:- Prividing and casting in situ C.C. trap / granite / quarizite / gneiss metal of approved quality for R.C.C. work as per detailed drawings and designs oras derected by Engineer in charge including normal dewatering centering, forwork, compaction,finishing, the sufficient minimum thickness to give a smooth and even surface wherever necessary or roughning if special finish is to be provided and using etc. complete. excluding tor steel reinforcement vertical wall M200 |
| 381 | i)Slab M-200 |
| 382 | ii)Lintel M-200 |
| 383 | iii)Chajja M-200 |
| 384 | Item No.9:-Providing and fixing factory made precast door/window frames of cement concrete (as per IS-456-2000) M-40 grade of section 100 x 60 mm including reinforcement as per I.S.6523 with polymeric blocks having screw holding capacity of 250 kg. screw, fixed in position of R.C.C. frame as per requirement and as per specifications without fan light including holdfasts, carting and erecting in position and two coats of oil paint etc. complete. |
| 385 | Item No.10 :-Providing and fixing solid core flush door shutter commercial insingle leaf 32 mm thick without ventilator commercial type ofexterior grade as per detailed drawings with wrought iron hold fast, stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete |
| 386 | Item No.11:-Providing and fixing factory made precast R.C.C. 80mm thick including carting and erecting in position and two coats of oil paint etc. complete. |
| 387 | Item No.12 :- Providing & fixing in possition steelbar reinforcement of various diamaters for R.C.C. piles,caps, footing, foudationa, slabs, beams, columns, canopies staircases, pardies etc. as per detailed designs, drawings and schedules, including cutting bending, hooking the bars, binding with wires, and supporting as required etc.complete ( including cost of binding wire)Tor steel |
| 388 | Item No.13:-Providing internal cement plaster 12 mm thick in a single coat,in cement mortar 1:3neeru finish to concrete or brick surface in all positions including raking out joints, scaffolding and curing complete. |
| 389 | Item No.14:-Providing and applying two coat of waterprrof cement paint of approved manufacture and color to the plastered surface, including scaffolding preparing the surface, watering for two days complete. |
| 390 | Item No.15:-Providing and applying washable oil bound distemper of approved colour, shade and quality to old/ new surface, in two coat including scaffolding, preparing the surfacescomplete. |
| 391 | SCHEME C NACHAREWADI SUBESTIMATE NO. 3 - PUMPING MACHINERY |
| 392 | Item No. 1 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. |
| 393 | Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 14 stages |
| 394 | 3.00 BHP PUMPSET |
| 395 | Item No. 2 Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. |
| 396 | 3 core 10sqmm |
| 397 | Item No. 3 Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380-440 Volt, 3 phase, 50 Hz with no volt coil and over load element with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. |
| 398 | < 7.5 HP |
| 399 | Item No.4 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 < 7.5 HP pump etc.complete. (Market rate) |
| 400 | Item No.5 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. |
| 401 | Pressure gauge (100 mm dia) |
| 402 | Item No. 6 Providing tools for pumping. |
| 403 | Item No. 7 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) |
| 404 | Item No. 8 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 |
| 405 | Item No. 9 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) |
| 406 | Sluice Valve 65 mm dia |
| 407 | Item No. 10 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) |
| 408 | Reflux Valve 65 mm dia |
| 409 | Item No. 11 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.) |
| 410 | a) Sluice Valve 65 mm dia |
| 411 | b) Reflux Valve 65 mm dia |
| 412 | SCHEME C NACHAREWADI SUBESTIMATE NO. 4 - RISING MAIN |
| 413 | Item No. 1 ProvidingISImarkG.I.Pipeoffollowingclassanddia. Includingalllocalandcentraltaxes,octroi,inspection charges, transportation to stores. etc. complete. |
| 414 | GI PIPE 50 MM DIA M CLASS M 8.64kg/m. |
| 415 | Item No. 2 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. |
| 416 | 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 |
| 417 | 63 MM DIA HDPE PN 8 PIPE. |
| 418 | Item No. 3 Specials -Note - Payment of specials will be made as per rates of MJP DSR 2021/22 Total amount of providing specials include all types of Tees,bends,reducers,and End cap etc of required diameter and class for total length of lowering,laying,jointing pipes etc.will be paid and restricted to Rs 6819.50 (Rs. Six Thousand Eight hundread Nineteen and Fifty paise only) |
| 419 | 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 |
| 420 | Sluice valves 50 mm Dia. |
| 421 | 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) |
| 422 | Reflux valves 50 mm Dia |
| 423 | Item No. 6 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 |
| 424 | Sluice valves 50 mm Dia. for Washout |
| 425 | 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. |
| 426 | Air valves 25 mm Dia |
| 427 | Item No. 8 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. |
| 428 | (HARD MURRUM BOULDER) |
| 429 | Item No. 9 Excavationforfoundation/pipetrenchesin hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting includingtrimmingandlevellingthebed, removing the excavated material upto a distanceof50metresbeyondtheareaand lifts as below, stacking as directed by Engineer-in-charge,normaldewatering, excludingbackfilling,etc.completebyall means. (Bd-A-6/259) |
| 430 | Hard Rock |
| 431 | Item No. 10 Excavation in laterite rock masses mechanically, 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 andlift as below stacking by as directed by Engineer-in-charge, normal dewatering excluding backfilling, etc. complete. . |
| 432 | (LATERITE ROCK) |
| 433 | 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. |
| 434 | Item No. 12 LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. |
| 435 | GI PIPE 50 MM DIA M CLASS M 8.64kg/m. |
| 436 | 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 |
| 437 | 63 MM DIA HDPE PN 8 PIPE. |
| 438 | 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 nut bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 439 | Sluice valves 50 mm Dia. |
| 440 | 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 not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 441 | Reflux valves 50 mm Dia |
| 442 | Item No. 16 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) |
| 443 | Sluice valves 50 mm Dia. for Washout |
| 444 | Item No. 17 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. |
| 445 | Air valves 25 mm Dia- Single Bash |
| 446 | Item No. 18 Providing and fixing in position M.S. air valveboxes fabricated with 2 mm thick M.S. plate,30 x 30 x 3 mm size M.S. angle frame,concreting in M-150 for fixing the box inposition, applying two coats of oil paint,painting chainage, locking arrangement, etc.complete as directed by Engineer-in-charge. |
| 447 | Item No. 19 ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. |
| 448 | Item No. 20 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. |
| 449 | Size 0.90 x 0.60 x 1.20 |
| 450 | Item No. 21 Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 451 | Item No. 22 HydraulictestingofG.I.pipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforthelengthupto1kmusingreciprocatingtype pumpswhichshouldbeabletoprovidespecifiedtest pressure gauges and other necessary equipments,labour operationchargesetc.requiredfortesting,Therates underthisitemshallalsoincludecostofretestingif necessary and reinstating to original postion. |
| 452 | GI PIPE 50 MM DIA M CLASS M 8.64kg/m. |
| 453 | Item No. 23 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. |
| 454 | 63 MM DIA HDPE PN 8 PIPE. |
| 455 | Item No. 24 PRV used to maintain pressure due to water hammer effect after the pump is switched off. |
| 456 | 50 mm |
| 457 | Lowering,laying and fixing charges |
| 458 | SCHEME C NACHAREWADI SUBESTIMATE NO. 5 - RCC GSR |
| 459 | Item No.1 -Designing (aesthetically), and constructingRCCgroundservice reservoirs / RCC sumps in M-300 mix of requiredcapacityincludingexcavationin alltypesofstrata,foundationconcrete, container walls, bottom slab top RCC roof slab/ordome,20mmthick cement plasterwithwaterproofingcompoundin CM1:3proportiontoinsidefaceofthe container, including epoxy paint from insideincludingrefillinganddisposingof surplus stuff within lead of 50 M, all labour and material charges, for laying and jointingofpipeassemblyforinlet,outlet washout, over flow and bypass arrangementconsistingofC.I.M.S.D/F. pipes, specials and valves of given diameters,providingandfixing accessoriessuchasM.S.ladderinside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamberforallvalves,ventilatingshafts, including giving satisfactory hydraulictest andwatertightnesstestasperIScode and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per designdata,criteria,obligatory requirementsanddetailedspecifications. Anti-termitetreatmentshallbegivenfor underground portion of the structure. |
| 460 | Thedesignshallbeinaccordancewith various relevant I.S. specification (I.S. 456/1978, I.S. 875 - 1987, I.S. 3370 -1965or revised.) |
| 461 | Only M.S. bars grade I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shallbeused.Grade-IIM.S.barsshall not be used. |
| 462 | Entire structure shall be in M-300 only. |
| 463 | The scope of pipe assembly work shall be upto5metrebeyondoutsidefaceofthe wall,costofpipesvalvesand specialsis not included in the rate but labour cost for laying and jointing is included. |
| 464 | TheG.S.R./Sumpabove15lakhlitres capacity shall be in two compartment. |
| 465 | TheJobincludesdesigningthestructure for uplift pressure and dewatering if required during entire execution and disposalofsurplusexcavatedstuffwithin lead of 50 metres as directed by Engineer- in-charge.Ifupliftsconsideredindesign, thentheseratesshallbeincreasedby 7.5%. |
| 466 | G.S.R. outlets shall be with bell mouth of approved pattern in bottom slab and cost ofdesigning bell mouth isincluded in the rate. Sump well includes cost of suction pit required at bottom. |
| 467 | Forpipediametersupto300mmonly CI pipesandCIspecialsshallbeused.For pipe diameters above 300 mm, M.S. pipes andspecialsminimum10mmthickshall beusedwithproperanticorrosiveepoxy treatment from inside and outside. |
| 468 | Costofpumphouseisnotincludedin these rates. |
| 469 | AboveratesareapplicableforSeismic Zones 2, 3 and 4. |
| 470 | For RCC GSR 5000 Litres |
| 471 | 2 Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect, railway freight,insurance, unloading from railway wagon,loading into truck transport to store / site,unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe) |
| 472 | DI DOUBLE flange pipe 100 mm Dia |
| 473 | 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 |
| 474 | 100mm sluice valves - PN - 1.0 without bypass arrangement |
| 475 | SCHEME C NACHAREWADI SUBESTIMATE NO. 6 - DISTRIBUTION SYSTEM |
| 476 | Item No. 1 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. |
| 477 | GI Pipe 50 mm Dia M Class 413 kg/m |
| 478 | Item No. 2 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. |
| 479 | 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 |
| 480 | 63 mm dia HDPE PN 6 Pipes |
| 481 | Item No. 3 Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete |
| 482 | Sluice valves 50 mm Dia |
| 483 | Item No. 5 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. |
| 484 | Air Valve 25 mm Dia |
| 485 | Item No. 6 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) |
| 486 | HMB |
| 487 | Item No. 7 Excavationforfoundation/pipetrenchesin hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting includingtrimmingandlevellingthebed, removing the excavated material upto a distanceof50metresbeyondtheareaand lifts as below, stacking as directed by Engineer-in-charge,normaldewatering, excludingbackfilling,etc.completebyall means. (Bd-A-6/259) |
| 488 | Hard Rock |
| 489 | Item No. 8 Excavation in laterite rock masses mechanically |
| 490 | LATERITE Rock |
| 491 | Item No. 9 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) |
| 492 | Item No. 10 LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. |
| 493 | GI Pipe 50 mm Dia M Class 413 kg/m |
| 494 | 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 |
| 495 | 63 mm dia HDPE PN 6 Pipes |
| 496 | Item No. 12 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.) |
| 497 | Sluice Valve 50 mm Dia |
| 498 | Item No. 13 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) |
| 499 | Air valves 25 mm Dia |
| 500 | Item No. 14 Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150. |
| 501 | Item No. 15 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) As per RA |
| 502 | Item No. 16 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. |
| 503 | As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover. |
| 504 | Item No. 17 Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 505 | 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. |
| 506 | GI Pipe 50 mm Dia M Class 413 kg/m |
| 507 | Item No. 19 Hydraulic testing of H. D. P. E./ M. D. P. E./D.I. 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. |
| 508 | 63 mm dia HDPE PN 6 Pipes |
| 509 | Item No. 20 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 |
| 510 | SCHEME C NACHAREWADI SUBESTIMATE NO. 7 - MSEB CHARGES |
| 511 | Item No. 1 Providing & streching transmission line & making Additional electric load connection to Head works, including all charges as per MSEB rule |
| 512 | SCHEME C NACHAREWADI SUBESTIMATE NO. 8 - TRIAL RUN |
| 513 | 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. |
| 514 | Note: Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department. |
| 515 | SCHEME D MADHALIWADI SUBESTIMATE NO. 1 - PUMPING MACHINERY |
| 516 | Item No. 1 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. |
| 517 | Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 14 stages |
| 518 | 3.00 BHP PUMPSET |
| 519 | Item No. 2 Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. |
| 520 | 3 core 10sqmm |
| 521 | Item No. 3 Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380-440 Volt, 3 phase, 50 Hz with no volt coil and over load element with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. |
| 522 | < 7.5 HP |
| 523 | Item No.4 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 < 7.5 HP pump etc.complete. (Market rate) |
| 524 | Item No.5 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. |
| 525 | Pressure gauge (100 mm dia) |
| 526 | Item No. 6 Providing tools for pumping. |
| 527 | Item No. 7 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) |
| 528 | Item No. 8 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 |
| 529 | Item No. 9 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) |
| 530 | Sluice valves 50 mm Dia. |
| 531 | Item No. 10 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) |
| 532 | Reflux valves 50 mm Dia |
| 533 | Item No. 11 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.) |
| 534 | Sluice valves 50 mm Dia. |
| 535 | Reflux valves 50 mm Dia |
| 536 | SCHEME D MADHALIWADI SUBESTIMATE NO. 2 - RISING MAIN |
| 537 | Item No. 1 ProvidingISImarkG.I.Pipeoffollowingclassanddia. Includingalllocalandcentraltaxes,octroi,inspection charges, transportation to stores. etc. complete. |
| 538 | GI PIPE 50 MM DIA M CLASS M 8.64kg/m. |
| 539 | Item No. 2 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. |
| 540 | 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 |
| 541 | 63 MM DIA HDPE PN 8 PIPE. |
| 542 | Item No. 3 Specials -Note - Payment of specials will be made as per rates of MJP DSR 2021/22 Total amount of providing specials include all types of Tees,bends,reducers,and End cap etc of required diameter and class for total length of lowering,laying,jointing pipes etc.will be paid and restricted to Rs 8369.5 (Rs. Eight Thousand Three hundread Sixty Nine and Fifty paise only) |
| 543 | 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 |
| 544 | Sluice valves 50 mm Dia. |
| 545 | 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) |
| 546 | Reflux valves 50 mm Dia |
| 547 | 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. |
| 548 | Sluice valves 50 mm Dia. for Washout |
| 549 | 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. |
| 550 | Air valves 25 mm Dia |
| 551 | Item No. 8 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. |
| 552 | (HARD MURRUM BOULDER) |
| 553 | Item No. 9 Excavationforfoundation/pipetrenchesin hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting includingtrimmingandlevellingthebed, removing the excavated material upto a distanceof50metresbeyondtheareaand lifts as below, stacking as directed by Engineer-in-charge,normaldewatering, excludingbackfilling,etc.completebyall means. |
| 554 | Hard Rock |
| 555 | Item No. 10 Excavation in laterite rock masses mechanically, 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 andlift as below stacking by as directed by Engineer-in-charge, normal dewatering excluding backfilling, etc. complete. . |
| 556 | (LATERITE ROCK) |
| 557 | 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. |
| 558 | Item No. 12 LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. |
| 559 | GI PIPE 50 MM DIA M CLASS M 8.64kg/m. |
| 560 | 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 |
| 561 | 63 MM DIA HDPE PN 8 PIPE. |
| 562 | 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 nut bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 563 | Sluice valves 50 mm Dia. |
| 564 | 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 not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 565 | Reflux valves 50 mm Dia |
| 566 | Item No. 16 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) |
| 567 | Sluice valves 50 mm Dia. for Washout |
| 568 | Item No. 17 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. |
| 569 | Air valves 25 mm Dia- Single Bash |
| 570 | Item No. 18 Providing and fixing in position M.S. air valveboxes fabricated with 2 mm thick M.S. plate,30 x 30 x 3 mm size M.S. angle frame,concreting in M-150 for fixing the box inposition, applying two coats of oil paint,painting chainage, locking arrangement, etc.complete as directed by Engineer-in-charge. |
| 571 | Item No. 19 ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. |
| 572 | Item No. 20 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. |
| 573 | Size 0.90 x 0.60 x 1.20 |
| 574 | Item No. 21 Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 575 | Item No. 22 HydraulictestingofG.I.pipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforthelengthupto1kmusingreciprocatingtype pumpswhichshouldbeabletoprovidespecifiedtest pressure gauges and other necessary equipments,labour operationchargesetc.requiredfortesting,Therates underthisitemshallalsoincludecostofretestingif necessary and reinstating to original postion. |
| 576 | GI PIPE 50 MM DIA M CLASS M 8.64kg/m. |
| 577 | Item No. 23 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. |
| 578 | 63 MM DIA HDPE PN 8 PIPE. |
| 579 | Item No. 24 PRV used to maintain pressure due to water hammer effect after the pump is switched off. |
| 580 | 50 mm |
| 581 | Lowering,laying and fixing charges |
| 582 | SCHEME D MADHALIWADI SUBESTIMATE NO. 3 - DISTRIBUTION SYSTEM |
| 583 | Item No. 1 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. |
| 584 | GI Pipe 50 mm Dia M Class 413 kg/m |
| 585 | Item No. 2 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. |
| 586 | 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 |
| 587 | 63 mm dia HDPE PN 6 Pipes |
| 588 | Item No. 3 Specials -Note - Payment of specials will be made as per rates of MJP DSR 2021/22 Total amount of providing specials include all types of Tees,bends,reducers,and End cap etc of required diameter and class for total length of lowering,laying,jointing pipes etc.will be paid and restricted to Rs. 2746.60 |
| 589 | 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 |
| 590 | Sluice valves 50 mm Dia |
| 591 | Item No. 5 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. |
| 592 | Air Valve 25 mm Dia |
| 593 | Item No. 6 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) |
| 594 | HMB |
| 595 | Item No. 7 Excavationforfoundation/pipetrenchesin hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting includingtrimmingandlevellingthebed, removing the excavated material upto a distanceof50metresbeyondtheareaand lifts as below, stacking as directed by Engineer-in-charge,normaldewatering, excludingbackfilling,etc.completebyall means. (Bd-A-6/259) |
| 596 | Hard Rock |
| 597 | Item No. 8 Excavation in laterite rock masses mechanically |
| 598 | LATERITE Rock |
| 599 | Item No. 9 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) |
| 600 | Item No. 10 LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. |
| 601 | GI Pipe 50 mm Dia M Class 413 kg/m |
| 602 | 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 |
| 603 | 63 mm dia HDPE PN 6 Pipes |
| 604 | Item No. 12 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.) |
| 605 | Sluice Valve 50 mm Dia |
| 606 | Item No. 13 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) |
| 607 | Air valves 25 mm Dia |
| 608 | Item No. 14 Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150. |
| 609 | Item No. 15 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) As per RA |
| 610 | Item No. 16 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. |
| 611 | As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover. |
| 612 | Item No. 17 Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 613 | 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. |
| 614 | GI Pipe 50 mm Dia M Class 413 kg/m |
| 615 | Item No. 19 Hydraulic testing of H. D. P. E./ M. D. P. E./D.I. 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. |
| 616 | 63 mm dia HDPE PN 6 Pipes |
| 617 | Item No. 20 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 |
| 618 | SCHEME D MADHALIWADI SUBESTIMATE NO. 4 - TRIAL RUN |
| 619 | 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. |
| 620 | Note: Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department. |
| 621 | SCHEME E PATILWADI SUBESTIMATE NO. 1 - RCC WELL |
| 622 | Item No. 1 Excavation in general in soft material comprising of soft soil, soft murum, 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 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, etc. complete excluding refilling. |
| 623 | Lift 0.00 M to 1.50 m |
| 624 | Item No. 2 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required 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 and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, excluding refilling. |
| 625 | Lift 1.50 M to 3.00 m |
| 626 | Lift 3.00 M to 4.50 m |
| 627 | Lift 4.50 M to 6.00 m |
| 628 | Lift 6.00 M to 7.50 m |
| 629 | Lift 7.50 M to 8.00 m |
| 630 | Item No. 3 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. |
| 631 | Item No. 4 Providing & costing inconstructingin situ. C.C of trap graniteR.C.C. M-300grade chajjas/ paropels/ qurtain boalls/ Vertical wall / pardies etc. |
| 632 | i) Lift upto 5 m |
| 633 | 1) R.C.C. M-300 for vertical wall below GL |
| 634 | 2) R.C.C. M-300 for vertical wall above GL |
| 635 | ii) Lift 5 m to 8 m |
| 636 | 1) R.C.C. M-300 for vertical wall below GL ( lift 5m-8m) |
| 637 | 2) R.C.C. M-300 for beam |
| 638 | Item No. 5 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 |
| 639 | Item No. 6 Providing & laying weep holes of 80 mmAC/PVC pipe as per drawing for abutment returns, return wallsetc. complete. |
| 640 | Item No. 7 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. |
| 641 | Item No. 8 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. |
| 642 | Item No. 9 Reffiling the trenches with approved excavated material from foundation in 15cm to 20cm layers including watering and compaction etc. complete. |
| 643 | Item No. 10 Providing and fixing in position C.I. dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of anticorrosive paint, etc complete as directed by Engineer- in-charge. |
| 644 | Item No. 11 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 |
| 645 | Item No. 12 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. |
| 646 | Item No. 13 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. |
| 647 | Item No. 14 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. |
| 648 | Item No. 15 Taking trial bore (Core Bore Sampling)by Callyx machine with TCT/NX bits togather undisturbed strata samples forinvestigation in all types of strata, soft soil,murum, hard murum with boulders, softrock, hard rock and quartzite, etc. Theitem includes all hire and running cost ofCallyx machine, conveying all materials tosite of work excluding conveyance ofcallyx machine and back sampling all overburden strata in glass jar and coresamples serially numbered at site in awooden core box, samples to be taken at1.0 M interval and conveying to the placeas directed by Engineer-in-charge. Thediameter of bore in overburden shall be100 mm and of NX size (50 mm) in otherstrata. The item shall also include M.S.casing pipe of 2.5 mm thick plate inoverburden only and shall be 1.0 M aboveGL with cap over it. |
| 649 | a) In overburden ( soft soil , murum ) |
| 650 | d)In hard rock other than quarzite |
| 651 | Item No. 16 Carrying out recuperation/ yield test forasserting the discharge of constructed well/excavated profile as directed by Engineer-incharge. The test is carried out by drawingdown water from the well/profile below normal/ subsoil water level upto full depth rise in water level is recorded. The normal water level/ subsoil water level in the well/ profile as well as stainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labourers, etc. completed as directed. |
| 652 | The test shall be carried out as per Tech.Circular No. 2597 & 2011 -97 and shall becarried out for 7 days. |
| 653 | ii)Lps less than 25,000 |
| 654 | SCHEME E PATILWADI SUBESTIMATE NO. 2 - SWITCH HOUSE |
| 655 | Item No.1 :- Excavation for foundation pipe trenches in earth soils of all types sand gravel and Hard murum , including removing the excavated material up to a distance of 50M and lifts upto 1.50M stacking ,spreading as directed dewatering excluding backfilling complete. |
| 656 | Item No.2 :- Excavation for foundation/ Pipe trench inhard rock by controlled blasting including lift upto 1.50M including trimming and levelling the bed,removing the excavated material up to a distance of 50m. & lifts as below stackingas directed by Engineer-in-charge, normal dewatering &excluding back filling etc. complete. |
| 657 | Item No.3 :- Providing & laying in situfollowing gradec.c.oftrap/ granite /quartzite/ gneiss matel forfoundation & bedding including dewatering form work compaction finishing & curring etc.complete.M 150 |
| 658 | Item No.4 :-Providing laterite stone masonary in cement mortar 1:6 in foundation and plinth including striking joints on the unexposed faces and watering complete. |
| 659 | Item No.5 :- Refilling the trenches with available excavated stuff with soft material first over pipeline & then hard material in 15 cm layers with all leads & lifts including consolidation search chargingetc. complete |
| 660 | Item No.6:- Providing and laying cement concrete flooring ---40 mm thick with cement concrete M-15 laid to proper line, level and slope in alternate days including compaction filling joints, marking lines to give appearance of tiles of 30 cm x 30 cm or other approved design, finishing smooth( with extra cement ) in approved colour as directed, and curing complete.IPS flooring |
| 661 | Item No.7 :-Providing laterite stone masonary in cement mortar 1:6 in superstructure including racking out joints where plastering is to be done watering and scaffolding complete. |
| 662 | Item No.8:- Prividing and casting in situ C.C. trap / granite / quarizite / gneiss metal of approved quality for R.C.C. work as per detailed drawings and designs oras derected by Engineer in charge including normal dewatering centering, forwork, compaction,finishing, the sufficient minimum thickness to give a smooth and even surface wherever necessary or roughning if special finish is to be provided and using etc. complete. excluding tor steel reinforcement vertical wall M200 |
| 663 | i)Slab M-200 |
| 664 | ii)Lintel M-200 |
| 665 | iii)Chajja M-200 |
| 666 | Item No.9:-Providing and fixing factory made precast door/window frames of cement concrete (as per IS-456-2000) M-40 grade of section 100 x 60 mm including reinforcement as per I.S.6523 with polymeric blocks having screw holding capacity of 250 kg. screw, fixed in position of R.C.C. frame as per requirement and as per specifications without fan light including holdfasts, carting and erecting in position and two coats of oil paint etc. complete. |
| 667 | Item No.10 :-Providing and fixing solid core flush door shutter commercial insingle leaf 32 mm thick without ventilator commercial type ofexterior grade as per detailed drawings with wrought iron hold fast, stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete |
| 668 | Item No.11:-Providing and fixing factory made precast R.C.C. 80mm thick including carting and erecting in position and two coats of oil paint etc. complete. |
| 669 | Item No.12 :- Providing & fixing in possition steelbar reinforcement of various diamaters for R.C.C. piles,caps, footing, foudationa, slabs, beams, columns, canopies staircases, pardies etc. as per detailed designs, drawings and schedules, including cutting bending, hooking the bars, binding with wires, and supporting as required etc.complete ( including cost of binding wire)Tor steel |
| 670 | Item No.13:-Providing internal cement plaster 12 mm thick in a single coat,in cement mortar 1:3neeru finish to concrete or brick surface in all positions including raking out joints, scaffolding and curing complete. |
| 671 | Item No.14:-Providing and applying two coat of waterprrof cement paint of approved manufacture and color to the plastered surface, including scaffolding preparing the surface, watering for two days complete. |
| 672 | Item No.15:-Providing and applying washable oil bound distemper of approved colour, shade and quality to old/ new surface, in two coat including scaffolding, preparing the surfacescomplete. |
| 673 | SCHEME E PATILWADI SUBESTIMATE NO. 3 - PUMPING MACHINERY |
| 674 | Item No. 1 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. |
| 675 | Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 14 stages |
| 676 | 3.00 BHP PUMPSET |
| 677 | Item No. 2 Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. |
| 678 | 3 core 10sqmm |
| 679 | Item No. 3 Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380-440 Volt, 3 phase, 50 Hz with no volt coil and over load element with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. |
| 680 | < 7.5 HP |
| 681 | Item No.4 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 < 7.5 HP pump etc.complete. (Market rate) |
| 682 | Item No.5 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. |
| 683 | Pressure gauge (100 mm dia) |
| 684 | Item No. 6 Providing tools for pumping. |
| 685 | Item No. 7 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) |
| 686 | Item No. 8 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 |
| 687 | Item No. 9 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) |
| 688 | Sluice valves 50 mm Dia. |
| 689 | Item No. 10 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) |
| 690 | Reflux valves 50 mm Dia |
| 691 | Item No. 11 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.) |
| 692 | Sluice valves 50 mm Dia. |
| 693 | Reflux valves 50 mm Dia |
| 694 | SCHEME E PATILWADI SUBESTIMATE NO. 4 - RISING MAIN |
| 695 | Item No. 1 ProvidingISImarkG.I.Pipeoffollowingclassanddia. Includingalllocalandcentraltaxes,octroi,inspection charges, transportation to stores. etc. complete. |
| 696 | GI PIPE 50 MM DIA M CLASS M 8.64kg/m. |
| 697 | Item No. 2 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. |
| 698 | 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 |
| 699 | 63 MM DIA HDPE PN 8 PIPE. |
| 700 | Item No. 3 Specials -Note - Payment of specials will be made as per rates of MJP DSR 2021/22 Total amount of providing specials include all types of Tees,bends,reducers,and End cap etc of required diameter and class for total length of lowering,laying,jointing pipes etc.will be paid and restricted to Rs. 8369.50 |
| 701 | Item No. 4 Providing double flange sluice valve confirming for IS- 14846 |
| 702 | Sluice valves 50 mm Dia. |
| 703 | 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) |
| 704 | Reflux valves 50 mm Dia |
| 705 | 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. |
| 706 | Sluice valves 50 mm Dia. for Washout |
| 707 | 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. |
| 708 | Air valves 25 mm Dia |
| 709 | Item No. 8 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. |
| 710 | (HARD MURRUM BOULDER) |
| 711 | Item No. 9 Excavationforfoundation/pipetrenchesin hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting includingtrimmingandlevellingthebed, removing the excavated material upto a distanceof50metresbeyondtheareaand lifts as below, stacking as directed by Engineer-in-charge,normaldewatering, excludingbackfilling,etc.completebyall means. (Bd-A-6/259) |
| 712 | Hard Rock |
| 713 | Item No. 10 Excavation in laterite rock masses mechanically, 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 andlift as below stacking by as directed by Engineer-in-charge, normal dewatering excluding backfilling, etc. complete. . |
| 714 | (LATERITE ROCK) |
| 715 | 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. |
| 716 | Item No. 12 LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. |
| 717 | GI PIPE 50 MM DIA M CLASS M 8.64kg/m. |
| 718 | 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 |
| 719 | 63 MM DIA HDPE PN 8 PIPE. |
| 720 | 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 nut bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 721 | Sluice valves 50 mm Dia. |
| 722 | 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 not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 723 | Reflux valves 50 mm Dia |
| 724 | Item No. 16 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) |
| 725 | Sluice valves 50 mm Dia. for Washout |
| 726 | Item No. 17 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. |
| 727 | Air valves 25 mm Dia- Single Bash |
| 728 | Item No. 18 Providing and fixing in position M.S. air valveboxes fabricated with 2 mm thick M.S. plate,30 x 30 x 3 mm size M.S. angle frame,concreting in M-150 for fixing the box inposition, applying two coats of oil paint,painting chainage, locking arrangement, etc.complete as directed by Engineer-in-charge. |
| 729 | Item No. 19 ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. |
| 730 | Item No. 20 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. |
| 731 | Size 0.90 x 0.60 x 1.20 |
| 732 | Item No. 21 Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 733 | Item No. 22 HydraulictestingofG.I.pipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforthelengthupto1kmusingreciprocatingtype pumpswhichshouldbeabletoprovidespecifiedtest pressure gauges and other necessary equipments,labour operationchargesetc.requiredfortesting,Therates underthisitemshallalsoincludecostofretestingif necessary and reinstating to original postion. |
| 734 | GI PIPE 50 MM DIA M CLASS M 8.64kg/m. |
| 735 | Item No. 23 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. |
| 736 | 63 MM DIA HDPE PN 8 PIPE. |
| 737 | Item No. 24 PRV used to maintain pressure due to water hammer effect after the pump is switched off. |
| 738 | 50 mm |
| 739 | Lowering,laying and fixing charges |
| 740 | SCHEME E PATILWADI SUBESTIMATE NO. 5 - RCC ESR |
| 741 | 1 Designing (aesthetically), and constructingRCCelevatedservice reservoirsoffollowingcapacitywith RCCstagingconsistingofcolumns, internalandexternalbracingsspaced verticallynotmore than4.5 metres centre to centre for ESR having capacityupto500cumandnotmore than 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compoundtotheinsidefaceofthe containerincludingrefillingdisposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypassarrangements asper departmental design, providing andfixingaccessoriessuchasM.S. ladder, C.I. manhole frame and covers, waterlevelindicators,lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair casefromgroundleveltorooflevel, M.S. grill gate of 2 M height with locking arrangementofapproveddesign,B.B. masonry chambers for all valves, ventilatingshafts,providingand applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and anti- termite treatment for underground parts ofthestructureandgivingsatisfactory watertightnesstestasperI.S.code. The job to include painting the name of theschemeandotherdetailsonthe reservoir as per the directions of Engineer-in-Charge. |
| 742 | The design of the structure be in accordancewithrelevantI.S. specification (I.S. 3370 - 1965 orrevised.) |
| 743 | The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 /1985forR.C.C.stagingofoverhead tanks. |
| 744 | Fordesignhavingmorethan6 columns, provision of internal bracing is obligatory.External bracings is also obligatory. |
| 745 | TheentirestructureshallbeinM-300 mix only. |
| 746 | Plain round mild steel bars grade-I conformingtoI.S.432part-Iorhigh yieldstrengthdeformedbars conformingtoI.S.1786orI.S.1139 shallbeused,grade-IImildsteelbars will not be allowed. |
| 747 | Irrespectiveofthetypeoffoundation proposedinthedesign,onesetof bracing be provided at the ground level. |
| 748 | These rates include providing M.S. ladderforE.S.R.supto2lakhlitres capacityandprovidingspiralstaircase for E.S.R. above 2 lakh litres capacity. |
| 749 | Staging shall have to be designed with stressesofM-200concreteforESR. HoweverallRCCconstructionshould be done in M-300. |
| 750 | Theseratesareincludingthecostof uplift pressureifany andentire dewatering during execution. In case of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be made as per site condition. |
| 751 | All conditions given in the Member Secretary\"sCircularNo.MJP/TS-I/ 350/1668dt.2-8-97andMJP/S-I/ 350/ 2127dt. 13-7-99shall bestrictly followed and additional cost, if any, due totheseconditionsisincludedinthe rates mentioned below. |
| 752 | FOR RCC 5000 LITERS |
| 753 | 2 Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon,loading into truck transport to store / site,unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe) |
| 754 | DI DOUBLE flange pipe 100 mm Dia |
| 755 | 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 |
| 756 | 100mm sluice valves - PN - 1.0 without bypass arrangement |
| 757 | SCHEME E PATILWADI SUBESTIMATE NO. 6 - DISTRIBUTION SYSTEM |
| 758 | Item No. 1 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. |
| 759 | GI Pipe 50 mm Dia M Class 413 kg/m |
| 760 | Item No. 2 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. |
| 761 | 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 |
| 762 | 63 mm dia HDPE PN 6 Pipes |
| 763 | Item No. 3 Specials -Note - Payment of specials will be made as per rates of MJP DSR 2021/22 Total amount of providing specials include all types of Tees,bends,reducers,and End cap etc of required diameter and class for total length of lowering,laying,jointing pipes etc.will be paid and restricted to Rs 1574.80 |
| 764 | 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 |
| 765 | Sluice valves 50 mm Dia |
| 766 | Item No. 5 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. |
| 767 | Air Valve 25 mm Dia |
| 768 | Item No. 6 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) |
| 769 | HMB |
| 770 | Item No. 7 Excavationforfoundation/pipetrenchesin hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting includingtrimmingandlevellingthebed, removing the excavated material upto a distanceof50metresbeyondtheareaand lifts as below, stacking as directed by Engineer-in-charge,normaldewatering, excludingbackfilling,etc.completebyall means. |
| 771 | Hard Rock |
| 772 | Item No. 8 Excavation in laterite rock masses mechanically |
| 773 | LATERITE Rock |
| 774 | Item No. 9 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. |
| 775 | Item No. 10 LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. |
| 776 | GI Pipe 50 mm Dia M Class 413 kg/m |
| 777 | 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 |
| 778 | 63 mm dia HDPE PN 6 Pipes |
| 779 | Item No. 12 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.) |
| 780 | Sluice Valve 50 mm Dia |
| 781 | Item No. 13 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) |
| 782 | Air valves 25 mm Dia |
| 783 | Item No. 14 Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150. |
| 784 | Item No. 15 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) As per RA |
| 785 | Item No. 16 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. |
| 786 | As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover. |
| 787 | Item No. 17 Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 788 | 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. |
| 789 | GI Pipe 50 mm Dia M Class 413 kg/m |
| 790 | Item No. 19 Hydraulic testing of H. D. P. E./ M. D. P. E./D.I. 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. |
| 791 | 63 mm dia HDPE PN 6 Pipes |
| 792 | Item No. 20 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 |
| 793 | SCHEME E PATILWADI SUBESTIMATE NO. 6 - MSEB CHARGES |
| 794 | Item No. 1 Providing & streching transmission line & making Additional electric load connection to Head works, including all charges as per MSEB rule |
| 795 | SCHEME E PATILWADI SUBESTIMATE NO. 7 - TRIAL RUN |
| 796 | 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. |
| 797 | Note: Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department. |
| 798 | GST |
AI Tender Summary
Tender Timeline
Jan 19, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 25, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 27, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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