createdTsNone
versionNone
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noticeInvitingTenderDTO
createdTs1725611858772
version7
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee880.00
emd57000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose17-09-2024 17:00:00
tenderQueryClose17-09-2024 16:00:00
technicalBidOpenNone
publishedDate06-09-2024 14:14:22
publishedByPostDMA_EE1_CC_DVG
publishedByUserKPE12146 - MANOHAR B
bidValidityPeriod90
noOfCalls2
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnTrue
percentageRateTypeTextNone
contactPersonVinayak M Naik AEE
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08192234444
mobileNumberNone
tenderSupplierListNone
tenderSchedule
createdTs1725611858774
version13
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/WS/WORK_INDENT24442/CALL-2
titleConstruction of UGD at 1st main road beside Rajakaluve chowedeshwari nagar and construction of UGD at 1st and 2nd cross conservancy at Azad nagar ward no 01
descriptionConstruction of UGD at 1st main road beside Rajakaluve chowedeshwari nagar and construction of UGD at 1st and 2nd cross conservancy at Azad nagar ward no 01
categoryWORKS
categoryTextWorks
ecv3499999.99
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2160
locationNameDMA City Corporation Davanagere
provisionalAmount3500000.0
groupOverheadTotal678778.99
fileNumberDMA/DCC/WARD-01/CHOWDESHWARINAGAR
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17256118590001NoneNoneWater supply/sewage linesConstruction of UGD at 1st main road beside Rajakaluve chowedeshwari nagar and construction of UGD at 1st and 2nd cross conservancy at Azad nagar ward no 012821221.0
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3933593152017Nonecode01Dismantling of cement concrete pavement by mechanical meansusing pneumatic tools, breaking to pieces not exceeding 0.02 m3in volume and stock piling at designated locations and disposal ofdismantled materials and stacking serviceable and unserviceable materials separatel (P No.12, I No.2.19 PWD SR 2023-24) V-3Cum591.15591.1592.1FalseNoneNoneFalseNoneFalse54444.9150
3933594152017Nonecode02Earth work excavation for pipeline trenches in all kinds of soils by mechanicalmeans as per drawing and technical specifications, including setting out,construction of shoring, strutting, barricading, caution lights, bracing, usingsight rails & bonding rods at every 100 mm wherever necessary as directed,removal of stumps and other deleterious matter, dressing of sides and levellingthe bottom of trench to the extent required , utilising the available excavatedearth locally for the work etc., and all other appurtenances complete in thefollowing strata. . Depth upto 1.50 m .Vol-1 P No.10, I No.1.17.1 PWD SR 2023-24))Cum275.1275.1369.18FalseNoneNoneFalseNoneFalse101561.4180
3933595152017Nonecode03Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 mincluding cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m (Vol-1 SR-23-24 P No.6 I NO 1.6.1)Cum508.2508.2211.5FalseNoneNoneFalseNoneFalse107484.30
3933596152017Nonecode04Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:Pipes of SN 8, 200mm dia.(Vol-5 SR-2023-24 P No.114, IN-10.2.11)m1085.71085.7350.0FalseNoneNoneFalseNoneFalse379995.00
3933597152017Nonecode05Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:250mm dia(Vol-5 SR-2023-24 P No.114, IN-10.2.12)m1618.051618.05220.0FalseNoneNoneFalseNoneFalse355971.00
3933598152017Nonecode06Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. : For 1.2m dia With Table Moulded Bricks & Heavy Duty SFRC Cover & Frame: For 1.2m dia (Vol-5 SR-2023-24,P No.204 IN-16.46 )For 1.0 m depthNo26248.9526248.9512.0FalseNoneNoneFalseNoneFalse314987.40
3933599152017Nonecode06.1For 1.10 m depthNo28570.1928570.199.0FalseNoneNoneFalseNoneFalse257131.710
3933600152017Nonecode06.2For 1.20 m depthNo30891.4230891.429.0FalseNoneNoneFalseNoneFalse278022.780
3933601152017Nonecode06.3For 1.30 m depthNo33212.6633212.662.0FalseNoneNoneFalseNoneFalse66425.320
3933602152017Nonecode06.4For 1.40 m depthNo35533.8935533.892.0FalseNoneNoneFalseNoneFalse71067.780
3933603152017Nonecode06.5For 1.50 m depthNo37855.1337855.132.0FalseNoneNoneFalseNoneFalse75710.260
3933604152017Nonecode07Refilling 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 (Vol-01 SR-2022 P No 7 I NO 1.10)Cum168.0168.0304.88FalseNoneNoneFalseNoneFalse51219.840
3933605152017Nonecode08Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications ,including cost of labour,rolling,water,all materials,usage& all other appurtenaces requiredto complete the work. (Vol-1 SR 2023-24 P No.7, I No.1.8)Cum497.7497.746.05FalseNoneNoneFalseNoneFalse22919.0850
3933606152017Nonecode09Providing, 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 m3 2,394.00 uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Vol-03 SR-2023-24 P No.26, I NO 4.17)Cum2686.952686.9546.05FalseNoneNoneFalseNoneFalse123734.04750
3933607152017Nonecode10Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.(P.No-148,I.NO-16.27, Vol-3)Cum6692.76692.769.08FalseNoneNoneFalseNoneFalse462331.7160
3933608152017Nonecode11Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (Vol-3 SR 2023-24 P No.16, I No.3.1)Cum89.2589.25203.36FalseNoneNoneFalseNoneFalse18149.880
3933609152017Nonecode12Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:110mm dia(Vol-5 SR-2023-24 P No.114, IN-10.2.8m364.35364.3560.0FalseNoneNoneFalseNoneFalse21861.00
3933610152017Nonecode13Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testingn and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes an specials (excluding cost of specials) with jointing of approved type, withall labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:110mm dia (Vol-5 SR-2023-24 P No.113 I NO 10.1.7 )m431.55431.5524.0FalseNoneNoneFalseNoneFalse10357.20
3933611152017Nonecode14Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete.0.3m depth (Vol-5 SR-2023-24 P No.198 I NO 16.28.1No8577.458577.453.0FalseNoneNoneFalseNoneFalse25732.350
3933612152017Nonecode153 x 240sqmm 2023-24 part 4 11kv materials SR .(Vol-6 SR 2023-24 P No.20, I No.45.02).No12664.012664.01.0FalseNoneNoneFalseNoneFalse12664.00
3933613152017Nonecode16Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804(Vol 3 I.No.8.54 P.No.78)No9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17256118590000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17256118590000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17256118590000NoneNoneELIGIBILITYBidders 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
17256118590000NoneNoneELIGIBILITYIt 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
17256118590000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17256118590000NoneNoneELIGIBILITYMinimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)None
17256118590000NoneNoneELIGIBILITYSatisfactoriy 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)None
17256118590000NoneNoneELIGIBILITYTenderer 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 yearNone
17256118590000NoneNoneELIGIBILITYTenderer 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 yearNone
17256118590000NoneNoneELIGIBILITYTotal value of civl engineering works executed and payments received in the last five years (year-wise)None
17256118590000NoneNoneELIGIBILITYList of existing commitments and ongoing worksNone
17256118590000NoneNoneELIGIBILITYList of works for which tenders already submittedNone
17256118590000NoneNoneELIGIBILITYBanker Details for referenceNone
17256118590000NoneNoneELIGIBILITYConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNone
17256118590000NoneNoneELIGIBILITYReports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five yearsNone
17256118590000NoneNoneELIGIBILITYQualification 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 awardedNone
17256118590000NoneNoneELIGIBILITYProposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached)None
17256118590000NoneNoneELIGIBILITYBidder shall comply with all provisions of Manual scavengers act 2013 and rules made there under including administrative orders advisories any issued by the government from time to timeNone
17256118590000NoneNoneELIGIBILITYa) Financial turnover of previous years shall be given a weightage of 10% per year to bring them to the price level of the 2024-25. B) The Tenders are invited as per Standard tender Bid Document, All terms and conditions as per tender documents and Other details can be seen in the tender documents.None
17256118590000NoneNoneELIGIBILITYBidders have to quote and execute the work as per the detailed specification given in Sanctioned estimate and the instructions of the Engineer incharge. The copy of the estimate can be obtained from the Asst. Executive Engineers office, City Corporation Davanagere during Office hours.None
17256118590000NoneNoneELIGIBILITYCertificate of registration in the labor Department / Provident Fund / ESI should be enclosed and shall engage a construction worker who is registered with the Karnataka Building and construction Workers Welfare Board.None
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Details as per 1.1 of Section 3 of Qualification information in Standard Bid document i.e., Registration certificateTrueTechnical Bid
Details As per 1.2 of Section 3 of Qualification information in Standard Bid document i.e., In last five years period achieved in at least two financial Year for other category and one Financial Year for SC & ST category an minimum annual financial turnover should not be less than cost of the work, Turnover certificate from CA with valid UDIN No. along with profit loss, Balance Sheet and IT ReturnsTrueTechnical Bid
Details As per 1.3 of Section 3 of Qualification information in Standard Bid document i.e., Satisfactorily completed at least one Similar work for other category of value not less than 50 Percent and Any Construction work for SC and ST category of value not less than 25 percent of cost of the work as prime contractor. Certificate issued by not below the rank of Executive Engineer or equivalent with eprocurement Indent NoTrueTechnical Bid
Details as per 1.4A, B, 1.5 and etc., of Section 3 of Qualification information in Standard Bid documentTrueTechnical Bid
Certificate of registration in the Labour Department/ Provident Fund /ESITrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone