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noticeInvitingTenderDTO
createdTs1724744228762
version3
createdDateNone
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tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd31000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose09-09-2024 17:00:00
tenderQueryClose09-09-2024 16:00:00
technicalBidOpenNone
publishedDate27-08-2024 17:43:24
publishedByPostDMA_EE2_CC_DVG
publishedByUserKPE12153 - JAGADEESH S R
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
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preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
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percentageRateTypeTextNone
contactPersonVinayak M Naik AEE
splitEmdRequiredYnFalse
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multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08192234444
mobileNumberNone
tenderSupplierListNone
tenderSchedule
createdTs1724744228806
version4
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/WS/WORK_INDENT26493
titleDevelopment of UGD at right side of Anjaneya temple road in lenin nagar and construction of CC Paving in ward no 36
descriptionDevelopment of UGD at right side of Anjaneya temple road in lenin nagar and construction of CC Paving in ward no 36
categoryWORKS
categoryTextWorks
ecv1500000.00
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2160
locationNameDMA City Corporation Davanagere
provisionalAmount1500000.0
groupOverheadTotal298760.28
fileNumberDMA/DCC/EE2/UGD/W36
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17247442290000NoneNoneWater supply/sewage linesDevelopment of UGD at right side of Anjaneya temple road in lenin nagar and construction of CC Paving in ward no 361201239.72
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3863162147928NoneCODE_01Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable separately(Vol-3 SR-2023-24 P No.12 I NO.2.19 )Cum591.15591.1531.175FalseNoneNoneFalseNoneFalse18429.101250
3863163147928NoneCODE_02Earth 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 m including cost of labour, tools, usage& other appurtenances requiredto complete the work. In all kinds of soils. Depth upto 1.50m (Vol-I SR-2023-24 P.No.6 I.No.1.6.1)Cum508.2508.2196.0FalseNoneNoneFalseNoneFalse99607.20
3863164147928NoneCODE_03Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work. (Vol-I SR-2023-24 P.No.5 I.No.1.1)Cum95.5595.55135.5FalseNoneNoneFalseNoneFalse12947.0250
3863165147928NoneCODE_04Supplying 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, 250mm dia. (P.No.114 I.No.10.2.12 ) Volume Vm1618.051618.05240.0FalseNoneNoneFalseNoneFalse388332.00
3863166147928NoneCODE_05Supplying 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, 110mm dia.(P.No.114 I.No.10.2.8 ) Volume Vm364.35364.3590.0FalseNoneNoneFalseNoneFalse32791.50
3863167147928NoneCODE_06Providing 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, finishedsmooth 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.With Table Moulded Bricks & Heavy Duty SFRC Cover & Frame:For 1.2m dia VOL-5 (P No 201 I NO 16.41 ). 1.0m deep machineholeEach26248.9526248.953.0FalseNoneNoneFalseNoneFalse78746.850
3863168147928NoneCODE_06.11.1 m deep machinehole (VOL-5 P No 201 I NO 16.41 )Each28570.1928570.192.0FalseNoneNoneFalseNoneFalse57140.380
3863169147928NoneCODE_06.21.2m deep machinehole (VOL-5 P No 201 I NO 16.41 )Each30891.4230891.421.0FalseNoneNoneFalseNoneFalse30891.420
3863170147928NoneCODE_06.31.3m deep machinehole (VOL-5 P No 201 I NO 16.41 )Each33212.6633212.665.0FalseNoneNoneFalseNoneFalse166063.30
3863171147928NoneCODE_07Constructing brick masonry chamber of internal dimension 450x300mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover... (V-5 2023-24 P.No.191 I.No.16.11 )Each3726.453726.4512.0FalseNoneNoneFalseNoneFalse44717.40
3863172147928NoneCODE_08Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (V-2 2023-24 P.No.84 I.No.22.25.2 )Kg142.8142.8180.0FalseNoneNoneFalseNoneFalse25704.00
3863173147928NoneCODE_09Refilling 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 .Common SR v1(SL.NO.1.10 PG NO-07)Cum168.0168.083.24FalseNoneNoneFalseNoneFalse13984.320
3863174147928NoneCODE_10Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (P NO 17 No-3.1) VOLUME IIICum89.2589.25143.92FalseNoneNoneFalseNoneFalse12844.860
3863175147928NoneCODE_11Construction 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.CSR 2023-24 V-1 21-22, I NO 1.8 PG NO 7Cum497.7497.725.2FalseNoneNoneFalseNoneFalse12542.040
3863176147928NoneCODE_12Providing, 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. Wet Mix Macadam (Plant mix method). CSR 2023-24 V-3 I NO 4.17 Clause 406 P NO -26Cum2686.952686.9510.0FalseNoneNoneFalseNoneFalse26869.50
3863177147928NoneCODE_13Providing 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:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum 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.(CSR 2023-24 Volume III P No.148, I No.16.27)Cum6692.76692.725.92FalseNoneNoneFalseNoneFalse173474.7840
3863178147928NoneCODE_14Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges.(CSR 2023-24 VOLUME III P.No.79. item no 8.55)No6154.056154.051.0FalseNoneNoneFalseNoneFalse6154.050
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17247442300000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17247442300000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17247442300000NoneNoneELIGIBILITYBidders 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
17247442300000NoneNoneELIGIBILITYIt 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
17247442300000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17247442300000NoneNoneELIGIBILITYDepartment Registration DetailsNone
17247442300000NoneNoneELIGIBILITYTotal value of civl engineering works executed and payments received in the last five years (year-wise)None
17247442300000NoneNoneELIGIBILITYList of existing commitments and ongoing workNone
17247442300000NoneNoneELIGIBILITYList of works for which tenders already submittedNone
17247442300000NoneNoneELIGIBILITYBanker DetailsNone
17247443020000NoneNoneELIGIBILITYCorrigendum / modifications / correction, if any, will be published in the KPP portal only.None
17247443140000NoneNoneELIGIBILITYTenderers are required to read the Bid Documents carefully before submission of their bid. Any discrepancies observed in the documents uploaded by the tenderer the tender shall liable to rejected. The Employer reserves the right to reject any or all Tenders without assigning any reason or what so ever. Conditional tenders will not be accepted.None
17247443280000NoneNoneELIGIBILITYAs 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. Royalty on construction materials and other taxes will be deducted as per prevailing Govt., orders as may be modified from time to time.None
17247443420000NoneNoneELIGIBILITYWork done certificate should be issued by competent authority not below the rank of Executive Engineer and Submitted Work done certificate should include E-PROCUREMENT INDENT NUMBER. The 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 or when called for during evaluation of tender.None
17247444000000NoneNoneELIGIBILITYa) 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 Tenderer should maintain the Work during defective liability period i.e., TWO Year from the completion date. c) 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
17247444360000NoneNoneELIGIBILITYAs per Government Order NO: FD 675 EXP 12 /2020 Banglore Dated 22-12-2020 action will be taken if the documents submitted by the tenderer found to be misleading /forged or fake.None
17247446280000NoneNoneELIGIBILITYBidders 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
17247446400000NoneNoneELIGIBILITYCertificate 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
17247446520000NoneNoneELIGIBILITYAs per the Govt. Order No.DE 447 Exp-12/2022 Dated : 30-07-2022 GST will be added to the contract amount separately.None
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
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 froTrueTechnical Bid
Details as per 1.1 of Section 3 of Qualification information in Standard Bid document i.e., Registration certificateTrueTechnical 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