Tender For Piped Water Supply Scheme Under Jal Jeevan Mission Shelave Bk., Taluka- Parola, Dist.-Jalgaon
Tender Value
1.17 Crore
Estimated cost
Bid Submission
14 Dec 2022
0 days left
EMD
1.17 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jalgaon → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Piped Water Supply Scheme Under Jal Jeevan Mission Shelave Bk., Taluka- Parola, Dist.-Jalgaon
BOQ
| Sl. No. | Item Description |
| 1 | PUMPING MACHINARY Item No. 1:- Providing erecting and giving test of submersible pump set confirming to IS. 8034 and motor confirming to I.S. 9283 with water proof binding pump shall be suitable for various delivery head and discharge with stainless steel shaft motor suitable for working on 41510%3 ph 50 Hz A.C. supply with cable gurad thrust carbon fiber bearing to with stand entire hydrulic thrust .the pump set shall be suitable for direct coupling with suitable saction stainer pump should have suitable discharge outlet as per manufacture design antithrust stream non retun valve shall be provided with the pump 3 m submersible copper conductor cable in single / double run 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump Submersible pump 17.50 HP with errection and suppply |
| 2 | Item No. 2:- Providing erecting commissinory L.T. panel board with all required accessories for the pump in above item No. 1.. etc.complete |
| 3 | Item No. 3: - Supplying and erecting Flat flexible submersible cable with copper conductor PVC insulated and PVC sheathred 1 x 3 x 4 sqm |
| 4 | B) Providing and erecting P.V.C. armoud cable 1100V grade with ISI mark3.5 core Solid / standard aluminium conductor with 6 mm thick 25 mm width m.s.. Spacer with G.I. Earth wire 6 Sq. mm complete erected onwall / on Pole with 25 X 3mm M.S. Clamp in provided trench in an approved manner 4 Core 10 Sq. mm |
| 5 | Item No. 4:- Supplying and erecting G.I. Pipe \"B\"in position for suction and delivery for submersible pump including pumbing with socket and necessary material65 mm. Dia |
| 6 | Item No. 5:- Providing and erecting presure gauge of required capacity complete with syptio tube isolating cock suitable for 12 mm dia G.I. Pipe pressure gauge shall be installed as directed with tapping on rising main100 mm. Dia |
| 7 | Item No. 6:- Providing ISI mark G.I. Pipe of following class and dia including all local and central taxs octrai inspection charges transporatation to store etc… complete medium 15 mm. Medium Providing L.L joint |
| 8 | Item No. 7 :- Providing and supplying G.I. special at site including all taxes (central & Local )RailwayFright Insurances on loading from Railway wagon Loading Truck Transport to store/site unloading etc.. Comp. As directed by Engineer in Charge |
| 9 | Item No. 8:- Providing and supplying ISI mark C.I. D/F reflux valve (non return valves) of following dia including all taxes (central and local) railway freight inspection charges loading unloading from railway wagon 65 mm dia P.N. 1with fixing |
| 10 | Item No. 9:- Providing and supplying ISI mark C.I.D.F sluice valve of following dia including all taxes (central and local railway freight inspection entries unloading from railway wagon loading into truck transportation upto departmental store/site unloading stacking etc. complete. 65 mm dia P.N. 1with fixing on delivery side ( 4966+1251) |
| 11 | Item No 10 :-Providing and making flaged Joint to flange, C.I. Pipes / M.I. Pipes and specials of all classing including cost of jointing material rubber packing nut bolts labour charges hydrulic testing etc. complete80 mm dia joint |
| 12 | Item No. 11 :- Supplying and erecting Galvanized cast iron earth plate 60 X 60 X 0.6 cm buried specially preposed earth pt[top edge of plate 1.5 m below ground refilling with 30 kg chorcoal and salt in alleviate layers neccessory length of double G.I. earth strip connected to the plate G.I. nuts bolt 12 mm dia iwth Bituminous compound and connected to nearest switch gear with end socket as per directed supplying and erecting 19m dia ventical G.I. pipe 1.5 m long with funner and mesh at top included in the scope of work. |
| 13 | Item No. 11 :- Supplying and erecting Galvanized cast iron strip of high purity required size use for earthing on wall and or / any purpose with neccesory GI clamp with fix on wall painted with bitominious paint with joits required .AS per specification no EA-EP |
| 14 | Item No. 12:- Providing and supplying internal elactrification to switch room etc. comp.Rate analysis attached |
| 15 | Item No. 13 Providing and fixing wall mounting type name board duly painted all details of pumping machinery make, model frame no. DR no. Date of installation commissioning manufacture year agoncy name aggrement no details of G.I. Shal 18 gauge of required size duly painted with red oxide and enamus paint for dispaying the above details board shall be provided with suitable T.W. bottom back side name board |
| 16 | Item No. 14:-Providing tools with tool boxetc complete |
| 17 | Item No. 15:-Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark.1 Tonne Capacity |
| 18 | RISING MAINItem No. 1:- Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 /13488 (Latest version) with nesessary jointing material like mechanical connector i. e.thread / insert joint / quick release coupler joint/ compression fitting joint or flanged joint excludingcoupler/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.160 mm HDPE 6 kg pipe |
| 19 | Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete.Sluice valves PN - 1--150 mm dia. |
| 20 | Sluice valves PN - 1--100 mm dia. |
| 21 | Providing at site of works HDPE.specials suitable for above pipes including cost of all taxes, freight charges, octroi, loading, unloading and conveyance to Deptt.store etc. complete.1 % of Cost of pipes |
| 22 | providing and supplyingISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984)WithThird Party InspectionRefluxvalves-150 mm dia. |
| 23 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum,Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road,Excavation for foundation / pipe trenches by blasting in soft rock and old cement and lime masonry foundition asphalt road, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 24 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.For murrum bedding |
| 25 | 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).200 mm PVC 6 kg pipe |
| 26 | 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 excluding hydraulic testing etc. complete. (Rate for all class of valves.)Sluice ValvePN - 1150 mm dia |
| 27 | Score ValvePN - 1100 mm dia |
| 28 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 29 | Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.Size 90 x 45 x 120 cm. |
| 30 | Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete.PCC (1:2:4) ie M - 150 |
| 31 | 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 position160 mm HDPE6 kg pipe |
| 32 | Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.)UP TO150 mm |
| 33 | Providing and supplying Air Valve as perIS 14845/2000 as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. a) Kinetic Air Valve Flanged Type - PN -1Single ball AV 40 mm Dia |
| 34 | ESR ABSTRACTRCC ESR CAP 88,000 LITR STG HT 12.00M Item.No.1 :- Designing(aesthetically),and constructingRCC elevated servicereservoirsoffollowingcapacitywithRCCstaging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R.having capacity500 m3¬more than 6 m c/cfor E.S.R.havingcapacity above500m3includingexcavationin alltypesofstrata,foundationconcret,cementplasterwith waterproofingcompoundto theinsidefaceofthecontainerincluding refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material chargesincluding lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet,washout,overflowandbypassarrangementsasper departmental design.providingandfixingaccessoriessuchasStainlesssteel ladder inside and M.S. ladder with G.I. railingoutside, C. I. manholeframeandcoverswaterlevel indicatiors,lightening conductor,G.I.piperailingaroundwalkwayandtopslab, providingspiralstairecasefromgroundleveltorooflevel, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing andapplyingthreecoatsofacrylicemulsionwithsilicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for undergroundpartsofthestructuresandgivingsatisfactory watertightnesstestasperI.S.code,Thejobtoinclude paintingthenameoftheschemeandotherdetailsonthe reservoir as per the directions of Engineer-in-charge.Notes:1. The design of the structure be in accordance with relevent(I.S.3370 - 1965 or revised)2. The design shall satisfy the stipulation as per IS 1893-1984and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks.3.Fordesignhavingmorethan6columns,Providingof internal bracing is obligatory,. External bracking is alsoobligatory.4.. The entire structure shall be in M 300 mix only.5. Plain round mild steel bars grade - I confirming to I.S,432 Part-IorhighyieldstrenghdeformedbarsconfirmingtoI.S. 1786 or I.S. 1139 shall be used, grade-II mild steel barswillnot be allowed.6.Irrespectiveofthetypeoffoundationproposedinthedesign, one set of bracing be provided at the gound level.7. These rates include providing, M.S. ladder for E.S.R\"s upto2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity.8. Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-3009. These rates are including the cost of uplift pressure if any andentiredewateringduringexecution.Incaseofwater loggingareawherewaterisstruckatshallowdepthextra provision of dewatering shall be made as per site condition.10.AllconditiongivenintheMemberSecretary\"sCircular No.MJP/TS-I/350/1668dt.2.8.97andMJP/S-I/350/2127dt.13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below.11..75%partrateshallbepayableforreinforcedcocnrete andplasteringitemsofcontainersofE.S.R.tillsatisfactory hydraulic testing for water tightness is given ; and till that workshall be treated as incomplete.12.The rates indicated in the table are excluding the cost of pipes,specialsandvalvesrequiredforinlet,outletwashout overflowand by-pass arrangement.The scope of work, howeverinclueds cost of erecting, laying and jointing of pipes andvalvewsincludingcostofjointingmaterialsupto5Mbeyond outer face of outermost column.13.ForESRupto500cumcapacityC.I.D.doubleflanged pipes upto 300mm dia shall be provided and C.I.Specials shall beused.ForESRabove500cumcapacityC.I./M.S.pipes assemblywithminimum8mmthicknessupto500mmdia. And minimum 10mm thickness above 500mm dia can be used withproperanti-corrosiveepoxyteratmentfrominsideand outside.14.Below mentioned rates are for foundation, with individuals footing with bearing capacity of 30 tonnes per square metre. Forraft foundations, theseratesshall be increased by 7.5% wheresafebearing capacity ( SBC) is 5 M.T. per Sq.m and by 5% where SBC is more than 5 MT/Sqm. and upto 10MT/Sq.m. This percentage of 5% or 7,5% is applicable for estimation of amount of L.S. items ESR for Extra item due to change from individual footing foundation to raft actual increase in concrete and steel quantities be paid as per relevent DSR Item.15.The rates shall be increase by 30% for brearing piles upto depth of 10m and for further increased in depth by 5M each it shall be increased by another 10% These rates are applicable whereraft isnot reasiblefor pile foundation sulfateresistant cementshallonly beused.Singlepileforthecolumnisnot permittedGroupofpilesshallbedesignedwithpilecapforeach column of ESR.16.These ratesareapplicableforstagingheightof12M Theseratesshallbeincreasedordecreasedforpermetre variation in the staging height as below12 to 16 M staging 2% permetre16 to 20m staging 3% per meter20 M and abovd - 4% per metreI.e. for 17m stagging heightpercentage calculation will be like below12 to16m= 4 x 2 = 8%16 to 17 m x 1 x 3= 3%Total = 11 %For 21 m stagging heightPercentage calculation will be like below12 to 16m= 4 x 2 = 8%16 to 20m = 4 x 3= 12%20 to 21m = 1 x 4= 4%Total = 24%17. Following rates are for seismic zone-III for Zone-IV these ratesshallbeincreasedby5%andforZone-II,theserates shall be decreased by 5% concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones planbeforeestimationandadoptappropriateratesasper actual seismic zones( Seismic maps attached in this C.S.R.)Note:-1)ConditinfromSr.No.1to11shallformapartand parcel of the tender papers and shall be included in the DTP for works of R.C.C.E.S.R.Note:-2) Conditionfrom Sr.No.12to 17areforestimation purpose only and shall not be appear in the tender.Cost of 88,000 litres capacity 12 m stage height ESRAdd for raft foundation 7.5 % Net Total Cost of 88,000 litres capacity 12 m stg. height ESR RCC ESR 88,000 lit.Cap. |
| 35 | Item No. 2:- Providing and supplying ISI standard welded CI doubleflanged pipe excluding GST levied by GOI & GOM in allrespect but including railway freight, insurance, unloadingfrom railway wagon, loading into truck transport to store,unloading, stacking etc. complete as directed by Engineer-in- charge. (for 2.75 m bare pipe) 150 mm dia. pipe |
| 36 | Item No. 3:- Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete.125 mm dia. D/F Sl. ValvePN 1.0 |
| 37 | Item No. 4:- Providing and supplying ISI standard C. I. specials & fittingwith sealing rubber gasket of S.B.R,complete withcast iron follower gland and M. S. nut bolts coated orotherwise protected from rusting and suitable for D.I.pipesincluding cost of labour, materials, and transportation tostores, loading and unloading excluding GST levied byGOI & GOM in all respect etc. complete as per IS-9523. |
| 38 | Add.DistributionItem No. 1:-Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). 110 mm pvc 4 kg/cm2 pipe |
| 39 | 90 mm pvc 4 kg/cm2 pipe |
| 40 | 75 mm pvc 4 kg/cm2 pipe |
| 41 | Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete.Sluice valves PN - 1 --100 mm dia |
| 42 | Sluice valves PN - 1 --80 mm dia |
| 43 | Sluice valves PN - 1 --65 mm dia |
| 44 | Providing at site of works PVC.specials suitable for above pipes including cost of all taxes, freight charges, octroi, loading, unloading and conveyance to Deptt.store etc. complete.10% of Cost of pipes |
| 45 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum,Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road,Excavation for foundation / pipe trenches by blasting in soft rock and old cement and lime masonry foundition asphalt road, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 46 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction completeFor murrum bedding. |
| 47 | 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).110 mm pvc 4 kg/cm2 pipe |
| 48 | 90 mm pvc 4 kg/cm2 pipe |
| 49 | 75 mm pvc 4 kg/cm2 pipe |
| 50 | 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 excluding hydraulic testing etc. complete. (Rate for all class of valves.) Sluice valves PN - 1 --100 mm dia. |
| 51 | Sluice valves PN - 1 --80 mm dia. |
| 52 | Sluice valves PN - 1 --65 mm dia. |
| 53 | Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.Size 90 x 45 x 120 cm. |
| 54 | Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.100 mm x 225 mm (20 kg) |
| 55 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 56 | Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete.PCC (1:2:4) ie M - 150 |
| 57 | TRAIL RUNItem No. 1:- Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. Trial Run For 1 month |
| 58 | Provision for Energy charges for one month -- etc comp. |
| 59 | Provision for Chemical charges for one month -- etc comp.For 3 Months requirement (0.287 x 90x5 kg )=0.13 MT |
| 60 | Providing and fixing signboards of size size60x80cm made out of 14gauge M.S.Sheet with retroreflective sheeting of Engineering Grade as per M.O.T.specificationNo.801-3(1993)white reflective background,letteringsymbol bordering of black non reflective paint including 3.65 metre long M.S.angle onepost of 65x65x6mm size duly painted with white and black bands including fixing the boards of M.S.angle with galvanised nuts and bolts and washer.The Board shall be as per IRC-67-1977 including conveying fixinging round with C.C.1:4:8 block of size0.60x0.60x0.75m,with 7 year guarantee for the sheeting etc.complete. Mild Steel Board with Engineering Grade. |
AI Tender Summary
Tender Timeline
Dec 01, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedDec 14, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 15, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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