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noticeInvitingTenderDTO
createdTs1721917118849
version2
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyRESERVED
invitingStrategyTextReserved
taxTypeINCLUSIVE_TAX
tenderFee650.00
emd38125.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose17-08-2024 17:30:00
tenderQueryClose17-08-2024 11:00:00
technicalBidOpenNone
publishedDate02-08-2024 16:49:54
publishedByPostTMC_CO_JWG
publishedByUserKPE14046 - SHAMBULING DESAI
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonMallikarjun
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber9036556648
tenderSupplierListNone
tenderSchedule
createdTs1721917118883
version4
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/OW/WORK_INDENT22892
titleConstructionn of Proposed 4 TPD MRF Centre (Material Recovery Facility) of PEB Structure (PRIMARY SHED) At TMC Jewargi
descriptionConstructionn of Proposed 4 TPD MRF Centre (Material Recovery Facility) of PEB Structure (PRIMARY SHED) At TMC Jewargi
categoryWORKS
categoryTextWorks
ecv2565835.18
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2312
locationNameDMA Town Municipal Council Jewargi
provisionalAmount3050000.0
groupOverheadTotalNone
fileNumberTMCJewargi/SBM/2
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17219171190000NoneNoneOther WorksConstructionn of Proposed 4 TPD MRF Centre (Material Recovery Facility) of PEB Structure (PRIMARY SHED) At TMC Jewargi2565835.18
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3624603131704Nonecode01KSRB 1-1.14.1: Earth work excavation for Foundation by mechanical means for all works & 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 the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. (Item No. 1.14.1 Page No. 8 Vol.1 PWD SR)Cum107.1107.129.41FalseNoneNoneFalseNoneFalse3149.8110
3624604131704Nonecode02KSRB 2-2.1.2: Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork shall be paid separately. Specification No. KBS 2.1, (Item No. 2.1.2 Page No. 15 Vol.1 PWD SR)Cum5947.25947.228.97FalseNoneNoneFalseNoneFalse172290.3840
3624605131704Nonecode03KSRB 2-2.3.2:Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of 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. (The cost of steel reinforcement & formwork to be paid separately). M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Specification No. KBS 2.3., 2.3 (Item No. 2.3.2 Page No. 16 Vol.1 PWD SR & Appendix I page No.115)Cum7322.47322.47.17FalseNoneNoneFalseNoneFalse52501.6080
3624606131704Nonecode048 (Centering Charges) Column baseCum11016.011016.01.63FalseNoneNoneFalseNoneFalse17956.080
3624607131704Nonecode0570 (Centering Charges) Hall Grade SlabCum7322.47322.428.62FalseNoneNoneFalseNoneFalse209567.0880
3624608131704Nonecode06KSRB 2-2.2.3.1 :Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Item No. 2.2.3 Page No. 15 Vol.1 PWD SR & Appendix I page No.115)Cum9820.89820.84.82FalseNoneNoneFalseNoneFalse47336.2560
3624609131704Nonecode07KSRB 2.11 Steel Fabrication: Supplying, 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. (Item No. 2.11 Page No. 18 Vol.1 PWD SR)Kgs93.9393.932773.1FalseNoneNoneFalseNoneFalse260477.2830
3624610131704Nonecode08KSRB 5-5.4: Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) . (Item No. 5.4 Page No. 9 Vol.2 PWD SR)Cum6708.456708.4516.67FalseNoneNoneFalseNoneFalse111829.86150
3624611131704Nonecode09KSRB 1-1.8: Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work (Item No. 1.8 Page No. 7 Vol.1 PWD SR)Cum474.0474.0128.79FalseNoneNoneFalseNoneFalse61046.460
3624612131704Nonecode10KSRB 6-6.33: Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (Item No. 6.33 Page No. 17 Vol.2 PWD SR)Sqm1292.551292.5591.08FalseNoneNoneFalseNoneFalse117725.4540
3624613131704Nonecode11KSRB 8-8.3.1: Providing 15mm/18mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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.(Item No. 8.3.1, Page No. 41, Vol.2)Sqm309.75309.75187.56FalseNoneNoneFalseNoneFalse58096.710
3624614131704Nonecode12Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. (Item No. 11.2, Page No. 77, Vol.2)Kgs118.65118.656130.0FalseNoneNoneFalseNoneFalse727324.50
3624615131704Nonecode13Providing and fixing precoated galvanised iron profile sheets (size, shape and 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 sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should 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 of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (Item No. 7.38, Page No. 26, Vol.2)Sqm585.04585.04518.2059FalseNoneNoneFalseNoneFalse303171.1797360
3624616131704Nonecode14KSRB 8-8.51 : Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.(Item No. 8.51, Page No. 50, Vol.2)Sqm105.0105.0187.56FalseNoneNoneFalseNoneFalse19693.80
3624617131704Nonecode15KSRB 8-8.54.1 : Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g/L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. One coat as per specifications and as per directions of Engineer in charge.(Item No. 8.54.1, Page No. 50, Vol.2)No76.6576.6591.08FalseNoneNoneFalseNoneFalse6981.2820
3624618131704Nonecode16KSRB 8-8.75.2 : Finishing walls with Premium Acrylic Smooth exterior paint of required shade : Old work (one coats applied @ 0.83 l/10 m²) including preparing the surface after thoroughly cleaning the surface to remove all dirt,dust and foreign matter , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(Item No. 8.75.2, Page No. 53, Vol.2)No76.6576.6591.08FalseNoneNoneFalseNoneFalse6981.2820
3624619131704Nonecode17KSRB 11-11.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (Item No. 11.6.1, Page No. 76, Vol.2)Sqm2764.652764.659.0FalseNoneNoneFalseNoneFalse24881.850
3624620131704Nonecode18KSRB 11-11.8.4:Extra for providing 2 HP Mild Steel Auto Reverse Shutter Gearbox for operating rolling shutters including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(Item No. 11.8.4, Page No. 77, Vol.2)No25920.325920.31.0FalseNoneNoneFalseNoneFalse25920.30
3624621131704Nonecode19KSRB 11-11.35.1.1:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion: Powder coated aluminium (minimum thickness of powder coating 50 micron) including cost of materials, labour, usage charges of machinery complete as per specifications..(Item No. 11.35.1.1, Page No. 87, Vol.2)Kgs474.6474.6240.0FalseNoneNoneFalseNoneFalse113904.00
3624622131704Nonecode20Internal Electric worksNo225000.0225000.01.0FalseNoneNoneFalseNoneFalse225000.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17219171200000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17219171200000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17219171200000NoneNoneELIGIBILITYBidders 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
17219171200000NoneNoneELIGIBILITYIt 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
17219171200000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Eligible PWD Registered ContractorTrueTechnical Bid
Last five year Annual Turnover Certificate Achieved in At least One financial Years an average annual turnover for the amount estimate cost 30.50 LakhsTrueTechnical Bid
Similar Nature of Work Done Certificate achieved at least 25 Percent of Estimate 7.63 Cost LakhsTrueTechnical Bid
Last three Year Income Tax Return CertificateTrueTechnical Bid
GST Registration Certificate and PAN CardTrueTechnical Bid
Line of Credit 30 Percent of the estimate amount 9.15 LakhsTrueTechnical Bid
Reserved Only Scheduled CastesTrueTechnical Bid
All Other Condition as per KW-1 Document EnclosedTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone