createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1724322947654
version3
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyRESERVED
invitingStrategyTextReserved
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd18800.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose05-09-2024 16:00:00
tenderQueryClose31-08-2024 11:00:00
technicalBidOpenNone
publishedDate22-08-2024 16:48:13
publishedByPostDMA_EE4_CC_HD
publishedByUserKPE13801 - VIJAYAKUMAR R
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonVijayakumar R
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber7795455548
mobileNumber7795455548
tenderSupplierListNone
tenderSchedule
createdTs1724322947701
version4
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/BD/WORK_INDENT26625
titleconstruction of anganwadi at siddanpeth infront of shri shivalli house in ward 70
descriptionconstruction of anganwadi at siddanpeth infront of shri shivalli house in ward 70
categoryWORKS
categoryTextWorks
ecv1494580.41
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2170
locationNameDMA City Corporation Hubballi-Dharawada
provisionalAmount1500000.0
groupOverheadTotal227986.84
fileNumber228355
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17243229480000NoneNoneBuildingsconstruction of anganwadi at siddanpeth infront of shri shivalli house in ward 701266593.57
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3836387146326Nonevol-1 page no-8 item no-1.14.1Earth work excavation for Foundation by mechanical means for allworks & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights,including dressing of excavated surfaces, disposing off or levelling theexcavated earth or sorting & stacking the selected earth for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usageof machinery & other appurtenaces required to complete the workIn all kinds of soils Depth upto 3 m Cum107.1107.130.34FalseNoneNoneFalseNoneFalse3249.4140
3836388146326Nonevol-1 page-15 item no-2.1.2Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges ofmachinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum5947.25947.24.19FalseNoneNoneFalseNoneFalse24918.7680
3836389146326Nonevol-2 page no-9 item no-5.2Providing Coursed rubble masonry (first sort) with hard stone in foundationand plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Cum6948.96948.922.94FalseNoneNoneFalseNoneFalse159407.7660
3836390146326Nonevol-1 page no-7 item no-1.10Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m.Including cost of all labour complete as per specifications Cum168.0168.030.34FalseNoneNoneFalseNoneFalse5097.120
3836391146326Nonevol-1 page no-15 item no-2.1.4Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges ofmachinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregate Cum6527.856527.850.54FalseNoneNoneFalseNoneFalse3525.0390
3836392146326Nonevol-2 page-13 item no-6.2Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.6.2 Cum8376.98376.922.39FalseNoneNoneFalseNoneFalse187558.7910
3836393146326Nonevol-2 page-41 item no-8.1.1Providing 12 mm cement plaster with cement mortar 1:4 (1 cement:4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding,including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm267.75267.75116.64FalseNoneNoneFalseNoneFalse31230.360
3836394146326Nonevol-2 page no-42 item no-8.8Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding offcorners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm389.55389.55100.8FalseNoneNoneFalseNoneFalse39266.640
3836395146326Nonevol-2 page no-63 item no-9.23Providing and laying flamed finish Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stoneslab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade including rubbing,curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm2589.32589.370.59FalseNoneNoneFalseNoneFalse182778.6870
3836396146326Nonevol-2 page no-45 item no-8.25Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer afterthoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm143.85143.85116.64FalseNoneNoneFalseNoneFalse16778.6640
3836397146326Nonevol-2 page no-45 item no-8.28Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade afterthoroughly brooming the surface to remove all dirt, dust, mortar dropsand foreign matter including preparing the surface even and sand papersmooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm93.4593.45100.8FalseNoneNoneFalseNoneFalse9419.760
3836398146326Nonevol-1 page no-15 item no-2.2.1Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine mixed with super plasticizers laid in finishedlayers, well compacted using needle vibrators, including all lead & lifts, costof all materials, quality confirming to the requirements of relevant IS codes,labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarseaggregates Cum6601.356601.354.98FalseNoneNoneFalseNoneFalse32874.7230
3836399146326Nonevol-1 page no-16 item no-2.5.1Providing and laying in position Cement Concrete for all Super structures ofbuilding , Road works, Water works, Irrigation works & super structure worksof bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to therequirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum6961.56961.510.38FalseNoneNoneFalseNoneFalse72260.370
3836400146326Nonevol-1 page no-111 item no-1.bAdditionalities for Formwork, Centering & Scaffolding foundation Foundation upto Plinth b. All other types 3% percentage to be added to the finished rate of concrete Cum198.04198.044.98FalseNoneNoneFalseNoneFalse986.23920
3836401146326Nonevol-1 page no-111 item no-9Additionalities for Formwork, Centering & Scaffolding Columns Super structrue 70% percentage to be added to the finished rate of concrete Cum4873.054873.052.67FalseNoneNoneFalseNoneFalse13011.04350
3836402146326Nonevol-1 pageno-112 item no-14Additionalities for Formwork, Centering & Scaffolding lintel beam and beam of Buildings structrue 60% percentage to be added to the finished rate of concrete Cum4176.94176.92.8FalseNoneNoneFalseNoneFalse11695.320
3836403146326Nonevol-1 page no-112 item no-15Additionalities for Formwork, Centering & Scaffolding Roof slab Stair case and Other similar Structure of Buildings structrue 50% percentage to be added to the finished rate of concreteCum3480.753480.754.91FalseNoneNoneFalseNoneFalse17090.48250
3836404146326Nonevol-1 page no-18 item no-2.11aSupplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Buildings" Tonne93929.8593929.851.84FalseNoneNoneFalseNoneFalse172830.9240
3836405146326Nonevol-1 page no-7 item no-1.9Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming andwatering, lead up to 50 m and lift upto 1.5 m. Cum279.3279.317.93FalseNoneNoneFalseNoneFalse5007.8490
3836406146326Nonevol-2 page no-77 item no-11.3Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm,with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm8689.88689.83.38FalseNoneNoneFalseNoneFalse29371.5240
3836407146326Nonevol-2 page no-77 item no-11.4Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frameand diagonal braces of 40x40x6 mm angle iron, 3 mm M.S.gusset plates at the junctions and corners, 25 mm dia pulley,40x40x6 mm angle and T- iron guide at the top and bottom respectively,including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm5482.055482.056.71FalseNoneNoneFalseNoneFalse36784.55550
3836408146326Nonevol-2 page no-86 item no-11.34BProviding and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coat withapproved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. Kg192.15192.15140.96FalseNoneNoneFalseNoneFalse27085.4640
3836409146326Nonevol-2 page no-A-47 sl no-495M.S. pipe 150 mm dia casing pipe No1126.01126.012.0FalseNoneNoneFalseNoneFalse13512.00
3836410146326Nonevol-2 page no-77 item no-11Providing and fixing Structural Steel work riveted, bolted or welded inbuilt up sections, trusses and framed work, including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer allcomplete including cost of materials, labour, usage charges of machinerycomplete as per specifications and as per directions of the Engineer-in-Charge Kgs118.65118.65396.0FalseNoneNoneFalseNoneFalse46985.40
3836411146326Nonevol-2 page no-26 item no-7.38Providing and fixing precoated galvanised iron profile sheets (size, shapeand pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277,in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheetand polyester top coat 15-18 microns. Sheet should have protective guardfilm of 25 microns minimum to avoid scratches during transportation andshould be supplied in single length upto 12 m or as desired by Engineerin-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins, rafters and trussesand including cutting to size and shape wherever required.Sqm596.4596.411.55FalseNoneNoneFalseNoneFalse6888.420
3836412146326NoneVol-2 pg no.202 iteam no.20.44.1Providing & fixing White vitreous china water closet squatting pan (Indiantype) along with "S" or "P" trap including dismantling of old WC seat and"S" or "P" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge Long pattern W.C Pan of size 580x440 mmEach2930.552930.551.0FalseNoneNoneFalseNoneFalse2930.550
3836413146326Nonevol2 pg no.60 iteam no.9.9Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conformingto IS : 15622 of approved make in colours such as White, Ivory, Grey, FumeRed Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarsesand), Jointing with grey cement slurry @ 3.3 kg/m2 including pointingthe joints with white cement and matching pigment etc., complete.Sqm1129.81129.87.56FalseNoneNoneFalseNoneFalse8541.2880
3836414146326Nonevol 2 pg no.122 iteam no.13.31.1Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVCplain & brass threaded fittings, including fixing the pipe with clamps at1.00 m spacing. This includes jointing of pipes & fittings with one stepCPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall15 mm nominal dia PipesRmtr191.1191.120.0FalseNoneNoneFalseNoneFalse3822.00
3836415146326Nonevol 2 Pg A-30 sl no.591P.T.M.T. Bib cock with nozzle 15mmNos150.0150.02.0FalseNoneNoneFalseNoneFalse300.00
3836416146326Nonevol 5 pg no.191 iteam no.16.9Constructing brick masonry chamber of internal dimension 600x600mmand depth of 600mm (inner dimensions) with modular bricks of CD 75in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixingCI cover & frame etc. excluding the cost of CI frame and cover.Each5726.75726.72.0FalseNoneNoneFalseNoneFalse11453.40
3836417146326NoneVol-5 Pg no.187 Iteam no.16.1.4Providing, lowering, laying, jointing, testing and commissioning of GlazedStone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127with latest amendments, including conveying to work site, caulkingwith hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfectlinking and curing for 10 days and testing with water etc. with all lead,lifts and as per Technical Specifications. The cost to include the cost ofall jointing materials, necessary survey works for laying of sewer linesetc. complete. The contractor will make own arrangements for procuring water for testing.230 mm dia. pipesRmtr926.1926.110.0FalseNoneNoneFalseNoneFalse9261.00
3836418146326Nonevol 2 pg no.123 iteam no.13.34Providing and placing on terrace (at all floor levels) polyethylenewater storage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tankLtr9.459.451000.0FalseNoneNoneFalseNoneFalse9450.00
3836419146326NoneVol6pgOpen Conduit SystemSupplying heavygaugePVC conduit pipe dia mm thick confirming toIS2509 with suitable size bends,junction boxes,adhesive pasteetc,and fixing using inverted wood plug sin case of RCC ceiling and RCCwall/stonestructureorrawlplugsincaseofbrick wall sand cement plastering the damaged portionusing heavy gauge saddles at an interval of 700mm using NF screws.1.1.1) 19/20 mm dia 2 mm thickMtr72.4572.4570.0FalseNoneNoneFalseNoneFalse5071.50
3836420146326Nonevol 6 Pg no.Point wiring using Copper wire with switch.2.1) Supplying and wiring adopting loop systeminexisting PVC Conduit/casing capping using 2x1.5Sqmm (Phase&Neutral)&1x1.0sqmm (Earthwire) FRLSmultistrand PVC insulatedcopperwire (confirming to IS-694:andlatestamendments) with a 6AmpsflushtypeSPcontrolswitchshallbefixedontheexistingplasticsheet/gangbox,theotherendofthewiresshallbeterminated with sufficient loos eleng thina wood/ PVCroundblock.complete for each outlet 2.1.1) Short point upto 3Mtr from tapping point to out let via switchPoint303.45303.4510.0FalseNoneNoneFalseNoneFalse3034.50
3836421146326Nonevol 6 pg no.Point wiring using Copper wire with switch.2.1) Supplying and wiring adopting loop systeminexisting PVC Conduit/casing capping using 2x1.5Sqmm (Phase&Neutral)&1x1.0sqmm (Earthwire) FRLSmultistrand PVC insulatedcopperwire (confirming to IS-694:andlatestamendments) with a 6AmpsflushtypeSPcontrolswitchshallbefixedontheexistingplasticsheet/gangbox,theotherendofthewiresshallbeterminated with sufficient loos eleng thina wood/ PVCroundblock.complete for each outlet 2.1.2) Medium pointa bove 3Mtrupto 6Mtr from tapping point to outlet via switch boxPoint413.7413.73.0FalseNoneNoneFalseNoneFalse1241.10
3836422146326Nonevol 6pg no.Point wiring using Copper wire with switch.2.1) Supplying and wiring adopting loop systeminexisting PVC Conduit/casing capping using 2x1.5Sqmm (Phase&Neutral)&1x1.0sqmm (Earthwire) FRLSmultistrand PVC insulatedcopperwire (confirming to IS-694:a nd lates tamendments) with a 6Ampsflushtype SP controls witch shall befixedontheexistingplasticsheet/gangbox,theotherendofthewiresshallbeterminated with sufficient loos eleng thina wood/ PVCroundblock.complete for each outlet2.1.3) Long pointa bove 6Mtrupto10 Mtr from tapping point to outlet via switch boxPoint598.5598.52.0FalseNoneNoneFalseNoneFalse1197.00
3836423146326Nonevol 6 pg no.Supplyingandfixingsuperiorqualitymodularswitchmountingpolycarbonateplatewithnecessarysupportingbackplatewithrequirednos.ofmachinescrews,boltsnutsetc.,completeontheexistingmetal/PVC box.3.5.5) 8 Module Schedule of Rates for Electrical Works2023-24Each298.2298.24.0FalseNoneNoneFalseNoneFalse1192.80
3836424146326NoneVol6 pg no.6.3) Supplyingcapacitortypeceilingfancompletewithdownrodblades,shackle,canopiesetc,foroperationon230V,50cycles.SinglephaseACsupplyconformingtoISS-374-1979andwithdoubleballbearingsystem. 6.3.1) 48" Sweep (1200 mm) Regular modelEach3133.23133.26.0FalseNoneNoneFalseNoneFalse18799.20
3836425146326Nonevol 6pg no.3.6.4) Stepped Fan Regulator Each374.85374.856.0FalseNoneNoneFalseNoneFalse2249.10
3836426146326NoneVol 6 pg no.5.18) Supplying fixing miniature circuit breakersonexisting MCB distribution board susing necessary fixingmaterialsand' C' Typecurve,indicatorON/OFF,energycross-3 with Short circuit breaking capacityof10K and completewiringas required confirming toIEC60898.5.18.4) 6-32 A DPEach775.95775.952.0FalseNoneNoneFalseNoneFalse1551.90
3836427146326NoneVol 6pg no.11.3 Supplying offeet PVCBattenwith integratedLEDtube.Wwithhighqualitydiffuserwith Life of 25000 burning hours70 lumenmaintenancewithCRI 80.PowerInput:22040V50/60HzPowerfactor0.9alongwithCEapproved.2 yearsWarrant yagainstanymanufacturingdefectworkingunderstandardelectrical condition. Each724.5724.515.0FalseNoneNoneFalseNoneFalse10867.50
3836428146326NoneVol 6 Pg nU G Cable 1.1Kv XLPE or Heat resistant PVC insulated PVC Extruded Inner sheath Armoured LT UG cable as per IS 1554 part 1 or IS 7098 Part 1 Armouring strip thickness and resistivity as per IS 3975 16sqmm 4 core 16 Gi strips 4x0.8mm .BESCOM SR 2021 22 BESCOM Part III 11kv materials 32.05 16 Sqmm 4 Core 11 GI Strips 4 x 0.8 mm (sl no.215, itm no.32.05)Km148934.1148934.10.04FalseNoneNoneFalseNoneFalse5957.3640
3836429146326NoneVol 6 Pg no.Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits depositing on bank upto a lead of 50 Mtr Supplying and Displaying necessary Danger Boards and Lighting Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. 201) 29.02 In Ordinary SoilCum273.0273.010.0FalseNoneNoneFalseNoneFalse2730.00
3836430146326Nonevol 6 pg no.Laying of cable in Existing Trench orGI pipe orStoneware orRCC Hume pipe using wooden orAluminium Rollers as directed by department staff. 2.5 to 25Sqmm. 167 20.05 2.5 to 25 Sqmm (Single/3.5/4 Core)Km1246.351246.350.04FalseNoneNoneFalseNoneFalse49.8540
3836431146326Nonevol 6 pg no.HDPE PLB Pipe 40/33 mm ESCOMs SR 2023-24 Page No 366 Item No 66.05Km65452.865452.80.04FalseNoneNoneFalseNoneFalse2618.1120
3836432146326Nonevol 6 pg no.6.2) Supplyingof1440rpmheavydutyexhaustfanwithbracketbladessuitable to operate on 230V 50Hz, AC Supply complete.6.2.1) 12" Sweep (300 mm)Each3117.453117.452.0FalseNoneNoneFalseNoneFalse6234.90
3836433146326Nonevol 6 pg no.Digging of Pit for providing GI Pipe type Earthing21) 1.6.1) Ordinary SoilPer Pit796.95796.951.0FalseNoneNoneFalseNoneFalse796.950
3836434146326Nonevol 6 pg no.389)51.01) GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer completeMinimum Weight of GI Pipe: 7.3 KgNo.780.15780.151.0FalseNoneNoneFalseNoneFalse780.150
3836435146326Nonevol 6 pg no.390)51.02) Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg eachNo709.8709.81.0FalseNoneNoneFalseNoneFalse709.80
3836436146326Nonevol 6 pg no.391)51.03) Good Quality Salt for grounding purposes packed in 50 Kg gunny bagBag325.5325.51.0FalseNoneNoneFalseNoneFalse325.50
3836437146326Nonevol 6 pg no.3.6) supplyingandfixingofmodularswitch&connecte daccessories on existing modular switch plate as per IS 3854 and IS 1293.3.6.1) 6A One Way SwitchEach107.1107.110.0FalseNoneNoneFalseNoneFalse1071.00
3836438146326Nonevol 6 pg no.3.6.3) supplyingandfixingofmodularswitch&connecte daccessories on existing modular switch plate as per IS 3854 and IS 6A Three Way socketEach179.55179.5510.0FalseNoneNoneFalseNoneFalse1795.50
3836439146326Nonevol 6 pg no.13.7) Fixingalltypesandallcapacitiesoffluorescent/falseceiling/spotlight/CFL/LEDfittingsindooronthewall/ceiling/rafters/girdersusing23/0.0076"twintwistedPVCinsulatedwires,requiredNosofround blocks and clamps.13.7.1) On wall/ ceiling / Rafter / GirdersEach128.1128.123.0FalseNoneNoneFalseNoneFalse2946.30
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17243229490000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17243229490000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17243229490000NoneNoneELIGIBILITYBidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document.None
17243229490000NoneNoneELIGIBILITYIt shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission.None
17243229490000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17243229750000NoneNoneELIGIBILITYIt shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. Tenderers are required to read the bid documents carefully before submission of their bid. The Department is not responsible for any delay caused in accessing the e-procurement portalNone
17243229810000NoneNoneELIGIBILITYAny discrepancies observed in the documents uploaded by the tenderer the submitted tender bid shall be liable to be rejected.The Employer reserves the right to reject any or all Tenders without assigning any reason or what so everNone
17243229880000NoneNoneELIGIBILITYTender application amount shall not be refundable. Royalty on construction materials and other taxes will be deducted as per prevailing Govt, orders as may be modified from time to timeNone
17243229960000NoneNoneELIGIBILITYThe tenderer shall scan original Workdone certificates Turnover Statements and any other documents specified by the employer and attach the scanned file to the Bid. The Original Documents shall be produced for physical verification within one week from the date of Technical bid openingNone
17243230100000NoneNoneELIGIBILITYIf the quoted bid amount is less than the tendered amount, the difference in amount shall be remitted in the from of FDR DD Bank Guarantee in the name of Commissioner HDMC Hubli from any of the Nationalized Banks/Scheduled Banks and shall only be returned/refunded after the Completion of the Defect Liability PeriodNone
17243230170000NoneNoneELIGIBILITYThe Tenders/ Bids are invited as per Standard tender Bid Document KW1 The contractor shall attach all the requisite documents as required in the standard bid document. The Bidders shall abide as per the detailed instructions and conditions contained in standard bid document KW1None
17243230230000NoneNoneELIGIBILITYThe contractors shall collect necessary samples as required & all relevant requisite tests to be got done by the registered institution or firms with consultants with the Third Party.The contractor has to make his own arrangements for procurement of all materials required for completion of the work in all respects. The contractor shall use relevant ISI mark materials for the work and also obtain necessary quality control certificates from the authorized quality control authorityNone
17243230300000NoneNoneELIGIBILITYBidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. List of works for which tenders already submitted and List of existing commitments and ongoing workNone
17243230380000NoneNoneELIGIBILITYThe contractor shall carry out the work preferably in 2 shifts to expedite and complete the work in all respects well before the stipulated time. The payments for the wok will be made depending upon the availability of funds. The Applicable GST shall be paid separatelyNone
17243230450001NoneNoneELIGIBILITYFinancial turnover of previous years shall be given a weight age of 10% per year to bring them to the price level of the 2024-25. The Defect liability Period for the work carried out is 360 days (1 years) from DATE OF COMPLETION OF WORK. The time period for completion of the work is 6 monthsNone
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Valid contractor license certificateTrueTechnical Bid
Work done certificate of any construction work 25 percent of amount put to tenderTrueTechnical Bid
Line of Credit 30 percent of amount put to tenderTrueTechnical Bid
Financial Turnover certificate from 2019 20 to 2023 24 obtained and certified by the Registered valid chartered Accountant with UDIN Number detailsTrueTechnical Bid
GST CertificateTrueTechnical Bid
PAN cardTrueTechnical Bid
Information on works for which Tenders have been submitted A Existing commitments and on going worksTrueTechnical Bid
Information on works for which Tenders have been submitted B Works for which Tenders already submittedTrueTechnical Bid
Reserved Category Certificate SCTrueTechnical Bid
Domicile certificateTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone