Water Supply Scheme At.Muslewadi Tq.Renapur
Tender Value
67.14 Lakhs
Estimated cost
Bid Submission
28 Feb 2022
0 days left
EMD
67145
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
renapur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Water Supply Scheme At.Muslewadi Tq.Renapur
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Feb-2022 | Other | Other | 28-Feb-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Sub work No - 1 Taking Trial Bore ( Core Bore Sampling ) by Callyxe machine with TCT/NX bits together undisturbed strata samples for investigation in all types of strata including all materials & machinery etc. complete.a) In overburden ( soft soil ,soft murum ) |
| 2 | b) In weathered rock with boulders |
| 3 | c) In weathered rock/ soft rock |
| 4 | d) In hard rock other than quartzite |
| 5 | e) In hard rockquartzite |
| 6 | Core Box |
| 7 | Sub work No - 2 Percolation Well 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 1.5 M and lead of 150 M including barricading, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. a) Lift 0.00 to 01.50mtr. |
| 8 | 2) Lift 1.50to3.00 m. |
| 9 | 3) Lift 3.00to4.50 m. |
| 10 | Item No. 2 : Excavation in dry or wet condition in hard material comprising of soft rock , hard rock ,manjara rock etc by blasting chiselling as required for head work i.e. intake well,jack well,production well etc.including removing the excavated stuff upto a distance as below & lifts as 1.50 m including brricating, guareing,excluding refilling.4) Lift 4.50to6.00 m. |
| 11 | 5) Lift 6.00to7.50 m. |
| 12 | 6) Lift 7.50to9.00 m. |
| 13 | 7) Lift 9.00to 10.50 m. |
| 14 | 8) Lift 10.50 to 12.00 m. |
| 15 | 9) Lift 12.00 to 13.50 m. |
| 16 | 10) Lift 13.50 to15.00 m. |
| 17 | 11) Lift 15.00 to16.50 m. |
| 18 | 12) Lift 16.50 to18.00 m. |
| 19 | 13) Lift 18.00 to 19.50 m. |
| 20 | 14) Lift 19.50 to21.00 m. |
| 21 | Item No. 3 :Providing & laying in situ,following grade c.c.M150 of trap/granite/quartzite/gneiss metal for foundation & bedding including dewatering,formwork compactingcuring finishing etc complete. |
| 22 | Item No. 4 : Providing and casting in situ Cement concrete of trap/ granite/quartzite /gneisss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer- in- charge including normal dewatering,centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface whereever nesessary or roughening if special finish is to be provided andcuring , etc, complete. (By weigh batching and mix design for M-250 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) For R.C.C. M-200 grade Beams / Draces / Lintel . |
| 23 | Item No. 5 : Providing and casting insitu Cement concrete of trap/ granite/quartzite /gneisss metal of approved qualityfor RCC workasper detailed drawings and designs or as directed by Engineer- in- charge including normal dewatering,centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface whereever nesessary or roughening if special finish is to be provided andcuring , etc, complete. (By weigh batching and mix design for M-250 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) For R.C.C. M-200 grade Slabs / Landings / Vertical Walls / Waist Slabe / Steps for Staircase.A) Lift 0- 5 M |
| 24 | B) Lift 5-10 M |
| 25 | Item No. 6 :Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes , caps , footing, foundation, slabs , beams , columns , canopies , staircases , newels , chajjas , lintels , pardies , copings ,fins, arches ,etc .as per detailed designs ,drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) Tor Steel A) Lift 0- 5 M |
| 26 | B) Lift 5-10 M |
| 27 | Item No. 7 : Providing structural steel work in rolled stanchions fixed with connecting plates or angle cleats as in main and cross beams, hip and jack rafters, purlins connecting to truss membrs and like as per detailed designs and drawings or as directd by Engineer-in - charge including cutting , fabricating, hoisting,erecting, fixing in position, making riveted/bolted/welded connections and one coat of anticorrosiv paints and over it two coats ofoil painting, etc. complete. |
| 28 | Item No. 8:- Dewatering the exavated trenches and pools of water in the building trenches/ pipeline trenches, well work by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge ( including cost of machinary,labour,fuel ) etc.complete. |
| 29 | Item No. 9 : Providing and fixing in position CI dapuri steps or 22mm dia M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of anti- corrosive paint, etc. complete as directed by engineer -in- charge. |
| 30 | Item No. 10 : Providing and fixing 80 mm dia. A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts etc. complete with all leads and lifts. |
| 31 | Item No.11 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15cm layers with all leads and lifts including consolidation , surcharging, etc. complete. |
| 32 | Item No.12 providingfixing mild steel grillwork for windows/ ventilators of 20 Kg/Sqm as per drawings including necessary welding and painting with one coat of anticorrosive paint & two coats of oil painting etc. complete. Chequrred plate 8mm thk |
| 33 | Item No.13: Providing & fixing G.l.pipe railing having 1.00 M height consisting 50x50x6 mm thick M.S.angles as verticals at 1.50 M c/c & additional posts at every corner with 3 rows of 25 mm dia G.l. pipes of medium class variety as horizontal & painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour & shade including cost of all labour, transporting bends to curved shape, etc. complete. |
| 34 | Item No.14: Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted by Engineer in charge.The test carried out by drawing down 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 strainer / suction level at pump as per design of W.S. scheme shall be recorded prior. to the test including cost of all materials.overhead,labours etc. completed as directed.The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days. |
| 35 | Item No.15: Providing and filling around the well boulders filling of selected variety and size of boulders including cost of all materials , labour , transportation , etc. complete with all leads and lifts. |
| 36 | Item No.16: Providing an dplacing shrouding material with all lead and lifts including transportation of material to site of work screening washing of materials placing in position as directed by Engineer in charge etc complete. D) Course sand |
| 37 | Sub work No - 3 Item No.1: Taking horizantal bore of 115mm dia.in all types strata including conveing the machinary atsite of work excluding the dewatering....etcte |
| 38 | Item No.2 :- Preparation of platform for drilling hor bores in 20.00 M deep well with all cost of machine ,fuel,labour, transportation, installation etc complete |
| 39 | Name of Sub work No- 4 Switch RoomNear percolation wellItem No. 1 :-Excavation for foundation/pipe trenches in earth,soils of all types,sand, gravel and soft murum,including removing the excavated material upto adistance of 50metres and lifts as below,stacking and spreadingas directed,normal dewatering,preparing the bed for foundation and excluding back filling, etc. complete |
| 40 | Item No.2 :-Excavation for foundation / pipe trenches in Hard murum & boulder including removing the excavated materials up to a distance of 50 M. and lift as below, stacking and spreading as directed, normal de-watering, prepairing the bed for foundation and excluding back filling etc. complete. |
| 41 | Item No.3 : Excavation for foundation / pipe trenches by blasting in soft rock and old cement and lime masonry foundation asphalt road includingremoving the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineering -in -charge, normal dewatering ,preparing the bed for foundation and excluding backfilling ,etc.complete. |
| 42 | Item No.4 :Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneissmetalforbedblocks,foundationblocksand suchotheritems includingbailing outwater, Steelcentering, formwork,laying/pumping,compacting, rougheningthemifspecialfinish is to be provided, finishing uneven and honeycombedsurfaceandcuringetc.complete.TheCement Mortar 1:3plaster is consideredfor rendering unevenandhoneycombedsurface only. Newly laid concrete shallbe coveredby gunnybag,plastic, tarpaulin etc. (Wooden centeringwill not beallowed.), with fullyautomaticmicro processor based PLC withSCADA enabledreversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 43 | Item No.5 :Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneissmetalforbedblocks,foundationblocksand suchotheritems includingbailing outwater, Steelcentering,formwork,laying/pumping,compacting, rougheningthemifspecialfinish is to be provided, finishing uneven and honeycombedsurfaceandcuringetc.complete.TheCement Mortar 1:3plaster is consideredfor rendering unevenandhoneycombedsurface only. Newly laid concrete shallbe coveredby gunnybag,plastic, tarpaulin etc. (Wooden centeringwill not beallowed.), with fully automatic microprocessorbasedPLCwithSCADAenabledreversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 44 | Item No.6 :Providing and laying in situ /Ready Mixcement concreteM-20of trap / granite /quartzite/ gneiss metalforR.C.C.work infoundationslikeraft,stripfoundations,grillageand footingsofR.C.C.columnsand steel stanchionsetc. including bailing out water,Steelcentering formwork, laying/pumping cover blocks, compaction and curingrougheningthesurfaceifspecialfinishistobeprovided(Excluding reinforcementandstructuralsteel)etc.complete,withfullyautomaticmicroprocessorbasedPLCwith SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 45 | Item No.7 :ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20oftrap/granite/quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or asdirected including steel centering, formwork, cover blocks, laying/pumping,compactionand roughening thesurfaceifspecialfinishistobeprovidedand curingetc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (CrushedsandVSI Grade) |
| 46 | Item No.8 : Providing and laying Cast in situ/Ready Mixcement concrete M-20 of trap/ granite/ quartzite/ gneiss metal forR.C.C.chajjaasperdetaileddesignanddrawingsincludingsteelcentering,formwork,coverblocks, laying/pumping,compactingand rougheningthesurfaceif specialfinishistobeprovidedandcuring complete. (Excluding reinforcement and structural steel). withfullyautomaticmicroprocessorbasedPLC with SCADAenabled reversible DrumType mixer/ concrete Batch mix plant (Pan mixer) etc. complete.Withfineaggregate (Crushed sand VSI Grade) |
| 47 | Item No.9 :ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20oftrap/granite/ quartzite/ gneiss metalforR.C.C. slabsand landings as perdetailed designsand drawingsincludingsteelcentering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic microprocessorbasedPLCwithSCADAenabledreversibleDrum Typemixer/concreteBatchmixplant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 48 | Item No.10 :Fillinginplinthandfloorswith approved excavatedmaterialin15cm.to20cm.layersincluding watering and compacting etc. complete. |
| 49 | Item No.11 :Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar 1:6 infoundationsandplinthofinnerwalls/inplinthexternalwallsincludingbailingoutwatermanually, striking joints on unexposedfaces, raking out joints on exposedfaces and watering etc. Complete. |
| 50 | Item No.12 :Providing and fixing steel windows of various size ventilator fully glazed partly fixed as per detailed drawing without hotdipzinc coatingincluding fabricatingglazing withplain/obscuredglasspanes5mm thick and approved type and quality and iron oxidized fixtures and fastening oil paint 2 coats etc. complete. |
| 51 | Item No.13 :Providing and fixing steel frame door of angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing,painting etc. complete. |
| 52 | Item No.14 :Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels,chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings andschedules.including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. |
| 53 | Item No.15 :Providing and laying Rough Shahabad Stone Flooring 50mm to 60mm thick and of required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3curing and cleaning etc. etc. complete. |
| 54 | Item No.16 :Providing internal cement plaster 20mm thick inSingle coats in cement mortar 1:5withoutneeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete |
| 55 | Item No.17 :Providingsandfacedplasterexternallyincementmortarusingapprovedscreenedsand,inallpositions including base coat of 15 mm thick in cement mortar 1:4 using waterproofingcompoundat 1Kilogramper cement bag curing the same for not less than 2 days and keeping thesurfaceofthebasecoat roughtoreceivethesandfacedtreatment6to8mm thickin cementmortar1:4finishingthesurface bytakingoutgrainsandcuringforfourteendays scaffolding etc.complete. |
| 56 | Item No.18 :Providingandapplyingwashableoil-bounddistemperofapproved colourand shadetooldand newsurfaces in one coat including scaffolding, preparing the surfaces. (excluding theprimercoat.)etc. complete. |
| 57 | Item No.19 :Providingandapplyingtwocoatsofwaterproofcementpaintofapprovedmanufactureandofapproved colourtoold plasteredsurfacesincludingscaffoldingifnecessary,cleaningandpreparingthesurface,watering for two days etc.complete. |
| 58 | SUBWORK - Rising Main Item No. 1 Excavation for foundation / pipe trenches in earth,soils of all types ,sand,gravel & soft murum, including removing the excavated material upto a distance of 50 meters and lifts as below, stacking and spreading as directed, manual dewatering ,preparing the bed for foundation and excluding backfilling ,etc.complete. |
| 59 | Item No. 2 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 60 | Item No. 3 Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M.road includingremoving the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineering -in -charge, normal dewatering ,preparing the bed for foundation and excluding backfilling ,etc.complete. |
| 61 | Item No. 4 Excavation for foundation / pipe trenches by blasting in soft rock and old cement and lime masonry foundation asphalt road includingremoving the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineering -in -charge, normal dewatering ,preparing the bed for foundation and excluding backfilling ,etc.complete. |
| 62 | Item No. 5 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, inspction 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. solvent cement ,etc. complete(selffit type to be jointed with cement solvent) Working Pressure 6 Kg/Cm2. a)90 mm dia. 6 Kg/Cm2 |
| 63 | Item No. 6 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 ,giving satisfactory hydraulic testing as per IS code ,etc. complete (with cement solvent joint/ ring fit joint) Working Pressure 6 & 10 Kg/Cm2. a)90 mm dia. 6 Kg/Cm2 |
| 64 | Item No. 7 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. a) 80 mm dia reflux valves (non-return valves) |
| 65 | b) 80 mm dia sluice valves |
| 66 | Item No. 8 Lowering , laying and jointing in position following C.I.D/F reflux valves, Butter fly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulictesting etc. complete. ( Rate for all class of valves) 80 mm dia Sluice Valve & Reflux Valve |
| 67 | Item No. 9 Providing and supplying Air valves as per IS-10845 and MJP\"s standard specifications of approved make and quality of following diameter including all taxes (Central and Local ), railway freight , inspection charges, unloading from railway wagon , loading into truck, transportation upto departmental stores /site , unloading , stacking etc. complete.a) Air Valve Double Ball Flanged / Screwed Type - PN -1 1)50 mm dia Double Ball |
| 68 | Item No. 10 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 cm thick precast RCC frame and cover, etc. complete as directed by Engineer-in-60x45x120 As above of 60 x 45 cm internal size and depth upto 0.9 M with precast R.C.C. slab cover |
| 69 | Item No. 11 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) Foundation on Murum and Harder strata |
| 70 | Item No. 12 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15cm layers with all leads and lifts including consolidation , surcharging, etc. complete. |
| 71 | SUBWORK - RCC ESR Cap 74000 LitresItem No. 1Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for ESR having capacity upto 500 cum and not more 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 compound to the inside face of the container including refilling disposing 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 bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2 M height with locking arrangement of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and antitermite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-Charge. Notes 1) The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.) 2) The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead 3) For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory. 4) The entire structure shall be in M-300 mix only. 5) Plain round mild steel 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 shall be used, grade-II mild steel barswill not be allowed. 6) Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. 7) These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity. 8) Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300. 9) These rates are including the cost of uplift pressure if any and entire 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. 10) All conditions given in the Member Secretary\"s Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 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% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. |
| 72 | Item No. 2: Providing and supplying ISI standard Cl double flanged pipes including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to stores / site, unloading etc. complete as directed by Engineer-in-charge. a) 80 mm (Inlet & overflow ) |
| 73 | a) 110 mm outlet |
| 74 | Item No. 3: Providing and supplying ISI standard CI flanged / S&S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to stores / depennental store site, unloading strcking etc. complete.Upto and including 150 mm, dia. |
| 75 | Item No. 4:Providing and supplying ISI mark CI D/F sluice valves and butterfly valves of following dia including all taxes (Central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores / site, unloading stacking etc. complete. a) 80mm dia. Sluice Valve |
| 76 | b) 100mm dia. Sluice Valve |
| 77 | Item No.1:- Submersible pump set.Providing, erecting and giving test of 7.5 HP 12 Stage, Submersible pump set Horizontal / Vertical 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 steelshaft. Motor suitable for working on 440(+/-)10% volt 3 ph 50 c/s a.c. supply ,thrust corban bearing with stand entire hy .thrust. pump set shall be direct coupling with suitable strainer .pump should havesuitable discharge out late as per manufacture design .antithrust stream lined non return valve shall be provided with pump 3mtr submersible copper conductor cable in single /double run, two pairs erection clamp 50 mm wx10mm thickshall be provided with pump.(MJP Mech. CSR 2021-22) |
| 78 | Item No.2:- Providing & erecting of 50 mm dia G.I.pipe.Providing & errecting of 50 mm dia,Heavy Duty G.I. pipe, each 3 mtr length with both end threaded &oneend B class socket. (MJP DSR 2021-22 ) |
| 79 | Item No. 3:- 50 mm dia G.I.Bend. Providing and errecting 50 mm dia, B class, G.I.BendwithB class socket (MJP DSR 2021-22) |
| 80 | Item No.4:-Earthing. Providing and errectingPipe type earthing with40mmdia G.I. Pipe or 20mm dia G.I. Rod,burried in 1.5 mtr earthwith necessarydoubleG.I. earth strip & all materials complete errected and connected to control panel board. ( PWDDSR 2021-22 page no. 9-1-4) |
| 81 | Item No.5:- Flat flexible submersible cable wire.Providing and errecting flat flexible submersible cable with, copper conductor, 3 core, 4.00 sqmm, pvc insulated & pvc sheathed cable wire.(PWD DSR 2021-22) 12-4-9 |
| 82 | Item No.6:- Aluminium conductor 3 core cable wire. Providing and errecting Aluminium conductor 3 core, 25 sqmm,pvc insulated & pvc sheathed cable wire.(PWDDSR 2021-22) 7-1-12 |
| 83 | Item No.7:- 50 mm dia C.I. flange. Providing and errecting 50 mm dia, C.I. flanges with necessary nuts, bolts & washers.(PWDDSR 2021-22)16-6- 30 |
| 84 | Item No.8:- 75 mm dia G.I.TeeProviding and errecting 75 mm dia, G. I. Teewith necessary nuts, bolts & washers.(PWDDSR 2021-22)16-6- 31 |
| 85 | Item No.9:- Channel Frame Providing, errecting & Fabrication of I type channel frame (MJP Civil CSR page No. 47/Item no. 3) |
| 86 | Item No.10:- Rain Prinventive box.Providing and errecting Box type Rain Priventive box with 22 gauge G.I. sheet, single / double door with lock including cutting, bending, drilling, welding, rivetting and painting etc. complete.2(1X 1.5 )+2(1x 0.35)+(1.5X0.35)=3+0.7+1.05=4.75Sq.mtr ( PWDDSR 2021-22) |
| 87 | Item No. 11:- plywood . Providing and errectingplywood19 mmthickfixed to Rain Priventive boxwith necessary material. Ply wood size 1X1.4= 1.4 sq mtr( PWDDSR2019-20 6-1-12) |
| 88 | Item No.12:- Angle frame.Providing, errecting & fabrication ofangle frameLength for control panel board in angle size 40*40*3 mm thick. (PWD DSR6-1-22) |
| 89 | Item No. 13:- Fuse bridge.Providing and errecting H. C. pattern porcelain fuse bridge with base and H C fuse links240 volt, 63 Amp. ( PWDDSR 5-10-3 |
| 90 | Item No. 14:- Tripple Pole SwitchProviding and errecting Tripple pole iron clad/metal clad switch & fuse 63 Amp 415/500 volt( PWDDSR 5-1-7) |
| 91 | Item No. 15:-Change over Switch Supplying and errecting four pole iron clad ON LOAD changer over switch 63 A 415/500 volt errected on angle iron frame ( PWDDSR 5-1-25) |
| 92 | Item No. 16:- Ammeter.Supplying and erecting panel mounting type digital ammeter having three and half digit LED display, external CT operated, calibrated for suitable to operate on 500V, 0 to 1000A AC supply with necessary PVC wire leads and lugs and mounting hardware on provided panel complete with calibration certificate from manufacturer. (PWDDSR 2021-22) 6-3-7 |
| 93 | Item No. 17:- Voltmeter. Supplying and erecting panel mounting type digital voltmeter having three and half digit LED display, calibrated for 0 to 750V AC suitable to operate on 500V AC supply with necessary PVC wire leads and lugs and mounting hardware on provided panel complete with calibration certificate from manufacturer. (PWDDSR 2021-22) 6-3-8 |
| 94 | Item No. 18:- Indicating Lamp. providing and errecting LED type indicating pilot lamp with LED colours Red/ Yellow / Green, 230 / 250 Volt on provided box /panel with necessary material, wring & connectons.(PWDDSR 2021-22) 6-5-5 |
| 95 | Item No. 19:- Capacitor. Providing & errectingbank of metalisedpolypropylene condensers with standard capacities of 1 , 2 , 3 , 5 , 7 , 12 , 15 , 20 & 25 kvar unit P.F. corre-ction operation on 3 ph 50 c/s500 volt + or- 10 %externally dischaging resis-tancs earthing terminals & built up angle iron or chennel iron framework&provided with terminal cover box completed& tested. (MJP Mech. CSR page no55 /cp-1) |
| 96 | Item No. 20:- Direct On Line Starter.Providing and errectingDOL starterto operate squirrel cage induction motor working on 380-440 volt, 3 phase,50 Hz with no volt coil and over load Relay with nacassary material & connected to supply, etc completed. (MJP DSR 2021-22) |
| 97 | Item No.21:- sluice valve 50 mm DiaProviding double flange sluice valve confirming forIS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, cap, including inspection charges,transportation upto departmental store, unloading,stacking excluding gst levied by GOI & GOM in all respect etc.complete.(MJP CSR2021-22 sr.t.no1.a.vi. |
| 98 | Item No.22:- Reflux Valve50 mm DiaProviding & Supplying ISI mark CI D/F reflux valve of following dia including all taxes railway freight inspection charges unloading from railway wagon loading into truck transportaion upto departmental store etc Complete as specification (MJP CSR2021-22 sr.t.no1.a.vi. |
| 99 | GST 12% |
AI Tender Summary
Tender Timeline
Feb 19, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 28, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 02, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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