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noticeInvitingTenderDTO
createdTs1725350793791
version2
createdDateNone
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tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee5000.00
emd300000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose18-09-2024 17:29:50
tenderQueryClose13-09-2024 17:15:38
technicalBidOpen20-09-2024 10:15:59
publishedDate03-09-2024 17:56:42
publishedByPostDMA_EE2_CC_MYS
publishedByUserKPE16495 - MAHESH M S
bidValidityPeriod90
noOfCalls1
preBidMeetingDate10-09-2024 11:00:15
preBidMeetingYnTrue
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denominationTypeTextRupees
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multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
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mobileNumber9980819479
tenderSupplierListNone
tenderSchedule
createdTs1725350793845
version5
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/OW/WORK_INDENT29017
titleDevelopment of Road and Drain in Gangotri extension Ganapathi temple front side in ward 21 and Construction of Bridge near varuna office in ward 18
descriptionDevelopment of Road and Drain in Gangotri extension Ganapathi temple front side in ward 21 and Construction of Bridge near varuna office in ward 18
categoryWORKS
categoryTextWorks
ecv19999999.34
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2163
locationNameDMA City Corporation Mysuru
provisionalAmount20000000.0
groupOverheadTotal3871063.0
fileNumberEE/W/MCC/2024-25/TN-21/10
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17253507940000NoneNoneOther WorksDevelopment of Road and Drain in Gangotri extension Ganapathi temple front side in ward 21 and Construction of Bridge near varuna office in ward 1816128936.34
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3906854150647None1.12 v1Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKCum99.7599.751439.94FalseNoneNoneFalseNoneFalse143634.0150
3906855150647None1.1b v3Loading and Unloading of Stone Boulder/Stone aggregates/Sand/ Kankar/Moorum. (Tipper 10 m3) ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKCum124.95124.951488.54FalseNoneNoneFalseNoneFalse185993.0730
3906856150647None4.1 v3Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (i) For Grading -I Material ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKCum2612.42612.497.2FalseNoneNoneFalseNoneFalse253925.280
3906857150647None2.1.2 v1Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.2.1.2 Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKCum5947.25947.2122.34FalseNoneNoneFalseNoneFalse727580.4480
3906858150647None2.2.1 v1Providing 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. 2.2.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. 5% formwork ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKCum6931.426931.42662.4FalseNoneNoneFalseNoneFalse4591372.6080
3906859150647None2.4.2 v1Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. 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 necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. 2.4.2 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 5% formwork ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKCum6971.116971.1152.8FalseNoneNoneFalseNoneFalse368074.6080
3906860150647None2.11h v1Supplying, 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.h. All other type of structures ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKTonne82961.5582961.5554.09FalseNoneNoneFalseNoneFalse4487390.23950
3906861150647None17.5 v2Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKEach1179.151179.151007.0FalseNoneNoneFalseNoneFalse1187404.050
3906862150647None4.17 v3Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKCum2686.952686.95197.1FalseNoneNoneFalseNoneFalse529597.8450
3906863150647None5.1 v3Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKSqm43.0543.051314.0FalseNoneNoneFalseNoneFalse56567.70
3906864150647None5.3 v3Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKSqm12.612.62682.0FalseNoneNoneFalseNoneFalse33793.20
3906865150647None5.8c v3Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKCum8044.058044.0565.7FalseNoneNoneFalseNoneFalse528494.0850
3906866150647None5.31 v3Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKCum10659.610659.667.05FalseNoneNoneFalseNoneFalse714726.180
3906867150647None8.15 v3Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKSqm556.5556.5134.1FalseNoneNoneFalseNoneFalse74626.650
3906868150647None6.1 v3Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKCum5166.05166.017.5FalseNoneNoneFalseNoneFalse90405.00
3906869150647None6.6 v3Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKCum7112.77112.726.25FalseNoneNoneFalseNoneFalse186708.3750
3906870150647None19.2.1 v2Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKCum1746.151746.1548.3FalseNoneNoneFalseNoneFalse84339.0450
3906871150647None1.23 v1Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKCum2816.12816.125.05FalseNoneNoneFalseNoneFalse70543.3050
3906872150647None2.4.3 v1Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. 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 necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. 2.4.3 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. 5% formwork ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKCum6985.446985.4461.76FalseNoneNoneFalseNoneFalse431420.77440
3906873150647None2.5.2 v1Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. 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. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.2.5.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. 5% formwork ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKCum9699.959699.95142.51FalseNoneNoneFalseNoneFalse1382339.87450
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17253507980000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17253507980000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17253507980000NoneNoneELIGIBILITYBidders 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
17253507980000NoneNoneELIGIBILITYIt 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
17253507980000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17253508090000NoneNoneELIGIBILITYOTHER CONDITIONS APPLY ACCORDING TO KW-4 DOCUMENTNone
17253508170000NoneNoneELIGIBILITYEstimations are prepared excluding the 18percent GSTNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneMinimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)NoneNone
NoneNoneNoneNoneSatisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender)NoneNone
NoneNoneNoneNoneExecuted in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction)NoneNone
NoneNoneNoneNoneTenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one yearNoneNone
NoneNoneNoneNoneTenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one yearNoneNone
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
NoneNoneNoneNoneSatisfactorily completed at least one Cross Drain development work of value not less than Rs.100.00 Lakhs as prime contractor. (Certified by not below the rank of executive engineer or equivalent and Indent number should be mentioned)Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneExecuted in Continuous 12 months minimum quantities of work (kw-4 ATTACHED)Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneAchieved in at least two financial years a minimum financial turnover of Rs. 400.00Lakhs. (CA CERTIFICATE WITH VALID UDIN number should be mentioned)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneUnconditional liquid assets and or availability of credit facilities of not less than Rs. 60.00 Lakhs (Credit lines/ letters of credit/ certificates from banks for meeting the fund requirement etc).Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Achieved in at least two financial years a minimum financial turnover of Rs. 400.00Lakhs. CA CERTIFICATE WITH VALID UDIN number should be mentionedTrueTechnical Bid
PWD Registration CertificateTrueTechnical Bid
Satisfactorily completed at least one Cross Drain development work of value not less than Rs.100.00 Lakhs as prime contractor. Certified by not below the rank of executive engineer or equivalent and Indent number should be mentionedTrueTechnical Bid
Unconditional Line of Credit certificate Rs.60.00 lkTrueTechnical Bid
tenderWorkLocationList
tenderAddress
createdTs1725351270000
version0
createdDateNone
modifiedDateNone
blockNumberEE WEST MCC MYSURU
streetNone
cityMysuru
stateKarnataka
pin570024
tenderRecallDTONone