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noticeInvitingTenderDTO
createdTs1725610084549
version2
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tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee1710.00
emd165000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose20-09-2024 17:00:00
tenderQueryClose20-09-2024 11:00:00
technicalBidOpen21-09-2024 17:15:00
publishedDate06-09-2024 16:05:09
publishedByPostCMC_MCOM_MDK
publishedByUserKPE12783 - VIJAYA
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonSathish B
splitEmdRequiredYnFalse
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multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber9620503389
tenderSupplierListNone
tenderSchedule
createdTs1725610084584
version5
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/BD/WORK_INDENT29404
titleConstruction of Proposed 5TPD MRF Centre (Material Recovery Facility) of PEB Structure (PRIMARY & SECONDARY SHED) in Madikeri
descriptionConstruction of Proposed 5TPD MRF Centre (Material Recovery Facility) of PEB Structure (PRIMARY & SECONDARY SHED) in Madikeri
categoryWORKS
categoryTextWorks
ecv6803537.70
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2339
locationNameDMA City Municipal Council Madikeri
provisionalAmount8250000.0
groupOverheadTotalNone
fileNumberCMC/MDK/MFR/CIVIL/01/2024-25
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17256100850000NoneNoneBuildingsConstruction of Proposed 5TPD MRF Centre (Material Recovery Facility) of PEB Structure (PRIMARY & SECONDARY SHED) in Madikeri6803537.7
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3933350151999None1.14.1KSRB 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. ---- With all lead Cum114.24114.24951.75FalseNoneNoneFalseNoneFalse108727.920
3933351151999None2.1.2KSRB 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 ---- With all lead Cum6343.686343.6888.2FalseNoneNoneFalseNoneFalse559512.5760
3933352151999None2.2.5KSRB 2-2.3.2:Providing and laying in position 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 ---- With all lead Cum7278.887278.8821.93FalseNoneNoneFalseNoneFalse159625.83840
3933353151999None2.2.5KSRB 2-2.3.2:Providing and laying in position 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., 2.3-8% (centering Charges) ---- With all lead Cum519.92519.9221.93FalseNoneNoneFalseNoneFalse11401.84560
3933354151999None2.2.5KSRB 2-2.3.2:Providing and laying in position 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 - 70% (centering Charges) ---- With all lead Cum4549.34549.3109.56FalseNoneNoneFalseNoneFalse498421.3080
3933355151999None2.3.3KSRB 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 ---- With all lead Cum10700.110700.18.2FalseNoneNoneFalseNoneFalse87740.820
3933356151999None2.11aKSRB 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 / softannealed steel wire and other ancilary operations complete as per drawing andtechnical specification. ---- With all lead Tonne100191.84100191.847.86FalseNoneNoneFalseNoneFalse787507.86240
3933357151999None5.4KSRB 5-5.4: Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- With all lead Cum7155.687155.6834.61FalseNoneNoneFalseNoneFalse247658.08480
3933358151999None1.8KSRB 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 ---- With all lead Cum530.88530.88376.35FalseNoneNoneFalseNoneFalse199796.6880
3933359151999None6.33KSRB 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. ---- With all lead Sqm1378.721378.72154.28FalseNoneNoneFalseNoneFalse212708.92160
3933360151999None8.2.1KSRB 8-8.3.1: Providing 15mm 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. ---- With all lead Sqm330.4330.4339.24FalseNoneNoneFalseNoneFalse112084.8960
3933361151999None11.2Providing 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. ---- With all lead Kgs126.56126.5620058.87FalseNoneNoneFalseNoneFalse2538650.58720
3933362151999None7.38Providing 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. ---- With all lead Sqm636.16636.161159.38FalseNoneNoneFalseNoneFalse737551.18080
3933363151999None8.51KSRB 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 ---- With all lead Sqm112.0112.0339.24FalseNoneNoneFalseNoneFalse37994.880
3933364151999None8.54.1KSRB 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. ---- With all lead Sqm81.7681.76339.24FalseNoneNoneFalseNoneFalse27736.26240
3933365151999None11.6.1KSRB 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. ---- With all lead Sqm2948.962948.9629.25FalseNoneNoneFalseNoneFalse86257.080
3933366151999None11.8.4KSRB 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. ---- With all lead Nos27648.3227648.322.0FalseNoneNoneFalseNoneFalse55296.640
3933367151999None11.35.1.1KSRB 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. ---- With all lead Kg506.24506.24300.0FalseNoneNoneFalseNoneFalse151872.00
3933368151999None019LT Control Panel for PHE Equipment like raw water, treated water sump water lift pumps including starter control operating system. Completely made by CRCA fabricated, powder coated paint finished front openable compartment for all feeders requirement with IP-54 ---- With all lead Each75000.075000.01.0FalseNoneNoneFalseNoneFalse75000.00
3933369151999None020Incomer : MCCB TPN 63A with CBCT & Ph indicators, meter section with all parameters as required, 100A wire 25KA 415 V Aluminium busbars compoartment , outgoing 63A MCCB Feeder, - 01 No, Outgoing 16A MPCB feeder 01 Nos, Outgoings 16A MPCB feeder 03 Nos, Outgoing 63/40A MCB feeder - 08 Nos ---- With all lead Nos35000.035000.01.0FalseNoneNoneFalseNoneFalse35000.00
3933370151999None021Supply and laying 1.1 KV LT UG cables XLPE/ heat resistant PVC insulated, pVC extruded inner sheath armoured as per IS 1554 Part I or IS 7098 Part -1 Armouring thickness +5% and resistivity 14 ohms/ kms Max as per IS 3975 Glands & Lugs -3.5Core x 50 Sqmm AI Ar cable ---- With all lead Mtr300.0300.050.0FalseNoneNoneFalseNoneFalse15000.00
3933371151999None022Supply and laying 4Core x 25 Sqmm AI Ar Cable ---- With all lead Mtr180.0180.030.0FalseNoneNoneFalseNoneFalse5400.00
3933372151999None023Supply and laying 4Core x 16 Sqmm AI Ar Cable ---- With all lead Mtr120.0120.020.0FalseNoneNoneFalseNoneFalse2400.00
3933373151999None024Supply and laying 4Core x 10 Sqmm Cu Ar Cable ---- With all lead Mtr332.0332.020.0FalseNoneNoneFalseNoneFalse6640.00
3933374151999None025Supply and laying 4Core x 6.0 Sqmm Cu Ar Cable ---- With all lead Mtr256.0256.020.0FalseNoneNoneFalseNoneFalse5120.00
3933375151999None026Supply and laying 3Core x 6.0 Sqmm Cu Ar Cable ---- With all lead Mtr316.0316.020.0FalseNoneNoneFalseNoneFalse6320.00
3933376151999None027Supply and laying 3Core x 4.0 Sqmm Cu Ar Cable ---- With all lead Mtr300.0300.020.0FalseNoneNoneFalseNoneFalse6000.00
3933377151999None028Supply and installation of LT Cables end termination heavy duty cable glands suitable for UG Cable of 1.1 KV Class - 3.5 Core x 50 Sqmm AI Ar cable ---- With all lead Mtr200.0200.015.0FalseNoneNoneFalseNoneFalse3000.00
3933378151999None029Supply and installation of LT Cables end termination heavy duty cable glands suitable for UG Cable of 1.1 KV Class - 4.0 Core x 25 Sqmm AI Ar cable ---- With all lead Mtr67.267.210.0FalseNoneNoneFalseNoneFalse672.00
3933379151999None030Supply and installation of LT Cables end termination heavy duty cable glands suitable for UG Cable of 1.1 KV Class - 4.0 Core x 16 Sqmm AI Ar cable ---- With all lead Mtr67.267.210.0FalseNoneNoneFalseNoneFalse672.00
3933380151999None031Supply and installation of LT Cables end termination heavy duty cable glands suitable for UG Cable of 1.1 KV Class - 4.0 Core x 10 Sqmm Cu Ar cable ---- With all lead Mtr54.454.410.0FalseNoneNoneFalseNoneFalse544.00
3933381151999None032Supply and installation of LT Cables end termination heavy duty cable glands suitable for UG Cable of 1.1 KV Class - 4.0 Core x 6.0 Sqmm Cu Ar cable ---- With all lead Mtr54.454.410.0FalseNoneNoneFalseNoneFalse544.00
3933382151999None033Supply and installation of LT Cables end termination heavy duty cable glands suitable for UG Cable of 1.1 KV Class - 3.0 Core x 6.0 Sqmm Cu Ar cable ---- With all lead Mtr54.454.410.0FalseNoneNoneFalseNoneFalse544.00
3933383151999None034Supply and installation of LT Cables end termination heavy duty cable glands suitable for UG Cable of 1.1 KV Class - 3.0 Core x 4.0 Sqmm Un Ar cable ---- With all lead Mtr54.454.410.0FalseNoneNoneFalseNoneFalse544.00
3933384151999None035Supply and installation of Tinned Copper lugs crimping & wiring to terminal point - 70 Sqmm AI Ar cable (tinned copper lug) ---- With all lead No250.0250.010.0FalseNoneNoneFalseNoneFalse2500.00
3933385151999None036Supply and installation of Tinned Copper lugs crimping & wiring to terminal point - 70 Sqmm AI Ar cable (tinned copper lug) ---- With all lead No250.0250.010.0FalseNoneNoneFalseNoneFalse2500.00
3933386151999None037Supply and installation of Tinned Copper lugs crimping & wiring to terminal point - 25 Sqmm AI Ar cable (tinned copper lug) ---- With all lead No16.016.010.0FalseNoneNoneFalseNoneFalse160.00
3933387151999None038Supply and installation of Tinned Copper lugs crimping & wiring to terminal point - 16 Sqmm AI Ar cable (tinned copper lug) ---- With all lead No9.959.9510.0FalseNoneNoneFalseNoneFalse99.50
3933388151999None039Supply and installation of Tinned Copper lugs crimping & wiring to terminal point - 10 Sqmm Cu Ar cable (tinned copper lug) ---- With all lead No6.46.410.0FalseNoneNoneFalseNoneFalse64.00
3933389151999None040Supply and installation of Tinned Copper lugs crimping & wiring to terminal point - 6.0 Sqmm Cu Ar cable (tinned copper lug) ---- With all lead No5.65.610.0FalseNoneNoneFalseNoneFalse56.00
3933390151999None041Supply and installation of Tinned Copper lugs crimping & wiring to terminal point - 6.0 Sqmm Cu Un Ar cable (tinned copper lug) ---- With all lead No5.65.610.0FalseNoneNoneFalseNoneFalse56.00
3933391151999None042Supply and installation of Tinned Copper lugs crimping & wiring to terminal point - 4.0 Sqmm Cu Un Ar cable (tinned copper lug) ---- With all lead No5.65.610.0FalseNoneNoneFalseNoneFalse56.00
3933392151999None1.1.1Supplying and fixing heavy guage PVC conduit type 2mm thick confirming to IS 2509 with suitable size bends junction boxes adhesive paste etc and shall be concealed in wall/ RCC slab or exposed on fixing inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick wall and cement plastering the damaged portion using heavy guage saddles at interval of 700mm using NF Screws - 19/20mm dia PVC 2mm thick conduit ---- With all lead No76.1676.1610.0FalseNoneNoneFalseNoneFalse761.60
3933393151999None1.1.2Supplying and fixing heavy guage PVC conduit type 2mm thick confirming to IS 2509 with suitable size bends junction boxes adhesive paste etc and shall be concealed in wall/ RCC slab or exposed on fixing inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick wall and cement plastering the damaged portion using heavy guage saddles at interval of 700mm using NF Screws - 25 mm dia PVC 2mm thick conduit ---- With all lead No89.689.610.0FalseNoneNoneFalseNoneFalse896.00
3933394151999None1.1.3Supplying and fixing heavy guage PVC conduit type 2mm thick confirming to IS 2509 with suitable size bends junction boxes adhesive paste etc and shall be concealed in wall/ RCC slab or exposed on fixing inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick wall and cement plastering the damaged portion using heavy guage saddles at interval of 700mm using NF Screws - 32 mm dia PVC 2mm thick conduit ---- With all lead No112.0112.010.0FalseNoneNoneFalseNoneFalse1120.00
3933395151999None1.1.4Supplying and fixing heavy guage PVC conduit type 2mm thick confirming to IS 2509 with suitable size bends junction boxes adhesive paste etc and shall be concealed in wall/ RCC slab or exposed on fixing inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick wall and cement plastering the damaged portion using heavy guage saddles at interval of 700mm using NF Screws - 40 mm dia PVC 2mm thick conduit ---- With all lead No126.56126.5610.0FalseNoneNoneFalseNoneFalse1265.60
3933396151999None2.1.1Supply and wiring from switch board upto first light point and looped continously for the extent light points wire size 2 x 1.5 sqmm ph N and 1x1.0 sqmm for E for point wiring laid in edisting conduit - Light point upto 3 mtrs from switch board - Short point ---- With all lead No309.12309.125.0FalseNoneNoneFalseNoneFalse1545.60
3933397151999None2.1.2Supply and wiring from switch board upto first light point and looped continously for the extent light points wire size 2 x 1.5 sqmm ph N and 1x1.0 sqmm for E for point wiring laid in edisting conduit - Light point 3 mtr to 6 mtr from switch board - Medium Point ---- With all lead No432.32432.325.0FalseNoneNoneFalseNoneFalse2161.60
3933398151999None2.1.3Supply and wiring from switch board upto first light point and looped continously for the extent light points wire size 2 x 1.5 sqmm ph N and 1x1.0 sqmm for E for point wiring laid in edisting conduit - Long Point 6 mtr to 10 mtr from switch board - Medium Point ---- With all lead No635.04635.0410.0FalseNoneNoneFalseNoneFalse6350.40
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17256100910000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17256100910000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17256100910000NoneNoneELIGIBILITYBidders 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
17256100910000NoneNoneELIGIBILITYIt 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
17256100910000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17256101630000NoneNoneELIGIBILITYConditional tenders will not be accepted.None
17256101700000NoneNoneELIGIBILITYTenderers are required to read the Bid Documents carefully before submission of their bid.None
17256101840001NoneNoneELIGIBILITYAny discrepancies observed in the documents uploaded by the tenderer the tender shall be liable to rejected.None
17256102040000NoneNoneELIGIBILITYRoyalty on construction materials and other taxes will be deducted as per prevailing Govt., orders as may be modified from time to time.None
17256102110000NoneNoneELIGIBILITYAs per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27-07-2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund.None
17256102260000NoneNoneELIGIBILITYThe 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 opening.None
17256102340000NoneNoneELIGIBILITYThe Employer reserves the right to reject any or all Tenders without assigning any reason or what so ever.None
17256103180000NoneNoneELIGIBILITYAmount put to tender is excluding GST. GST will be added to the contract amount of the lowest approved Agency while concluding agreementNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneOwning the following key and critical equipment for this work (xxxx, xxxx, xxxx)NoneNone
NoneNoneNoneNoneLiquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period)NoneNone
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)NoneNone
NoneNoneNoneNoneList of existing commitments and ongoing worksNoneNone
NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneBanker Details for referenceNoneNone
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five yearsNoneNone
NoneNoneNoneNoneQualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNoneList of Financial Resources with CertificatesNoneNone
NoneNoneNoneNoneTenderer in his name should have in the last five years i.e., 2019-20 to 2023-24, Satisfactory completed, at least one similar Structural Steel work with concrete foundation of value not less than Rs 41.25 lakhs as prime contractor.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneExecuted in one year in the last five years i.e., 2019-20 to 2023-24, the following minimum quantities of work. 1) Earthwork excavation / Embankment-1062.48 cum, 2) Size stone masonry-27.69 Cum, 3) Cement Concrete (Plain & Reinforced)-94.66 cum, 4) Steel reinforcement-6.28 Mt, 5) Structural Steel-16.05 Mt, 6) precoated galvanised iron profile sheets-927.50 Sqm, 7) Load bearing wall 123.42 SqmPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneContractor Registration CertificateCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Class-III and above PWD Registration Certificate
NoneNoneNoneNoneTenderer in his name should have in the last five years i.e., 2019-20 to 2023-24, achieved in at least two financial years minimum annual financial turnover (in all classes of civil engineering construction works only) of Rs. 165.00 lakhsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Audited CA Certificate of Annual Turnover with Balance sheet and UDIN number
NoneNoneNoneNoneLiquid assets and /or availability of credit facilities of not less than amount Rs. 24.75 lakhs (Credit lines/ letter of credit/ Banker certificates from scheduled banks for meeting the fund requirement etc.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateFalseTechnical Bid
Company Registration CertificateFalseTechnical Bid
Reserved Category CertificateFalseTechnical Bid
Small Scale Industries CertificateFalseTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone