createdTs	None
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noticeInvitingTenderDTO	createdTs 1726128843629 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 2000.00 emd 131000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 26-09-2024 17:00:00 tenderQueryClose 26-09-2024 16:00:00 technicalBidOpen 27-09-2024 17:05:00 publishedDate 12-09-2024 14:22:40 publishedByPost DMA_EE2_CC_DVG publishedByUser KPE12153 - JAGADEESH S R bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Vinayak M Naik AEE splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08192234444 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1726128843682 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/WS/WORK_INDENT29152 title UGD Construction work from ambedkar circle to KTJ Nagara 3rd main road through KTJ Nagara 8th cross Nituvalli main road in ward no 26 description UGD Construction work from ambedkar circle to KTJ Nagara 3rd main road through KTJ Nagara 8th cross Nituvalli main road in ward no 26 category WORKS categoryText Works ecv 8000000.00 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2160 locationName DMA City Corporation Davanagere provisionalAmount 8000000.0 groupOverheadTotal 1475991.23 fileNumber WARDNO26
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1726128844000 0 None None Water supply/sewage lines WARD NO 26 AMBEDKAR CIRCLE 6524008.77 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3978644 154039 None code_01 Dismantling 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 ) Cum 591.15 591.15 187.35 False None None False None False 110751.9525 0 3978645 154039 None code_02 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) trench width as per drawing and technical specifications,including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.1.17.1 All kinds of soils. Depth upto 1.50 m. VOL-1 (P No.10 I.NO 1.17.1 ) Cum 275.1 275.1 1593.98 False None None False None False 438503.898 0 3978646 154039 None code_03 Earth 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) Cum 508.2 508.2 206.97 False None None False None False 105182.154 0 3978647 154039 None code_04 Supplying 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 V m 1618.05 1618.05 535.0 False None None False None False 865656.75 0 3978648 154039 None code_05 Supplying 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. (P.No.114 I.No.10.2.11 ) Volume V m 1085.7 1085.7 370.0 False None None False None False 401709.0 0 3978649 154039 None code_06 Supplying 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 V m 364.35 364.35 180.0 False None None False None False 65583.0 0 3978650 154039 None code_07 Providing 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 ). 2.60m deep machinehole Each 64973.16 64973.16 7.0 False None None False None False 454812.12 0 3978651 154039 None code_07.1 2.5m deep machinehole (VOL-5 P No 201 I NO 16.41 ). Each 62387.85 62387.85 4.0 False None None False None False 249551.4 0 3978652 154039 None code_07.2 2.4 m deep machinehole (VOL-5 P No 201 I NO 16.41 ). Each 59802.54 59802.54 2.0 False None None False None False 119605.08 0 3978653 154039 None code_07.3 2.3m deep machinehole (VOL-5 P No 201 I NO 16.41 ). Each 57217.23 57217.23 3.0 False None None False None False 171651.69 0 3978654 154039 None code_07.4 2.2 m deep machinehole (VOL-5 P No 201 I NO 16.41 ). Each 54631.92 54631.92 4.0 False None None False None False 218527.68 0 3978655 154039 None code_07.5 2.1 m deep machinehole (VOL-5 P No 201 I NO 16.41 ). Each 52046.61 52046.61 3.0 False None None False None False 156139.83 0 3978656 154039 None code_07.6 2.0 m deep machinehole (VOL-5 P No 201 I NO 16.41 ). Each 49461.3 49461.3 3.0 False None None False None False 148383.9 0 3978657 154039 None code_07.7 1.9 m deep machinehole (VOL-5 P No 201 I NO 16.41 ). Each 47140.07 47140.07 3.0 False None None False None False 141420.21 0 3978658 154039 None code_07.8 1.8 m deep machinehole (VOL-5 P No 201 I NO 16.41 ). Each 44818.83 44818.83 4.0 False None None False None False 179275.32 0 3978659 154039 None code_07.9 1.7 m deep machinehole (VOL-5 P No 201 I NO 16.41 ). Each 42497.6 42497.6 1.0 False None None False None False 42497.6 0 3978660 154039 None code_07.10 1.6 m deep machinehole (VOL-5 P No 201 I NO 16.41 ). Each 40176.36 40176.36 5.0 False None None False None False 200881.8 0 3978661 154039 None code_07.11 1.5 m deep machinehole (VOL-5 P No 201 I NO 16.41 ). Each 37855.13 37855.13 5.0 False None None False None False 189275.65 0 3978662 154039 None code_07.12 1.4 m deep machinehole (VOL-5 P No 201 I NO 16.41 ). Each 35533.89 35533.89 6.0 False None None False None False 213203.34 0 3978663 154039 None code_07.13 1.3m deep machinehole (VOL-5 P No 201 I NO 16.41 ). Each 33212.66 33212.66 3.0 False None None False None False 99637.98 0 3978664 154039 None code_08 Refilling 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) Cum 168.0 168.0 1089.88 False None None False None False 183099.84 0 3978665 154039 None code_09 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (P NO 17 No-3.1) VOLUME III Cum 89.25 89.25 691.46 False None None False None False 61712.805 0 3978666 154039 None code_10 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.CSR 2023-24 V-1 21-22, I NO 1.8 PG NO 7 Cum 497.7 497.7 88.19 False None None False None False 43892.163 0 3978667 154039 None code_11 Providing, 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 -26 Cum 2686.95 2686.95 164.69 False None None False None False 442513.7955 0 3978668 154039 None code_12 Providing 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 M30 (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.149, I No.16.28) Cum 7091.7 7091.7 152.99 False None None False None False 1084959.183 0 3978669 154039 None code_13 Providing 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) Cum 6692.7 6692.7 11.7 False None None False None False 78304.59 0 3978670 154039 None code_14 Providing 3*400 sqmm 2023-24 part 4 11kv materials .(Vol-6 SR 2023-24 P No.20, I No.45.03) Each 12897.0 12897.0 2.0 False None None False None False 25794.0 0 3978671 154039 None code_15 Providing 3*240sqmm 2023-24 part 4 11kv materials SR .(Vol-6 SR 2023-24 P No.20, I No.45.02) Each 12664.0 12664.0 2.0 False None None False None False 25328.0 0 3978672 154039 None code_16 Providing 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) Each 6154.05 6154.05 1.0 False None None False None False 6154.05 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1726128845000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1726128845000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1726128845000 0 None None ELIGIBILITY Bidders 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 1726128845000 0 None None ELIGIBILITY It 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 1726128845000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1726128869000 0 None None ELIGIBILITY Corrigendum / modifications / correction, if any, will be published in the KPP portal only. None 1726128885000 0 None None ELIGIBILITY Tenderers 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 1726128901000 0 None None ELIGIBILITY As 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 1726128915000 0 None None ELIGIBILITY Work 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 1726128932000 0 None None ELIGIBILITY a) 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 1726128944000 0 None None ELIGIBILITY As 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 1726128956000 0 None None ELIGIBILITY Bidders 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 1726128969000 0 None None ELIGIBILITY Certificate 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 1726128983000 0 None None ELIGIBILITY As per the Govt. Order No.DE 447 Exp-12/2022 Dated : 30-07-2022 GST will be added to the contract amount separately. None 1726129033000 0 None None ELIGIBILITY The tenderer should be a PWD registered Contractor - Class-3 and above None 1726129050000 0 None None ELIGIBILITY Bidder 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 time None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None None None None None Satisfactoriy 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 None None None None None Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) None None None None None None Tenderer 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 year None None None None None None Tenderer 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 year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification 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 awarded None None None None None None List of Financial Resources with Certificates None None None None None None Tenderer in his name should have in the last five years i.e., 2019-20 TO 2023-24 Satisfactory completed, at least one similar work of value not less than Rs.32.61Lakhs as prime contractor (Work Done certificate with E-procurement Indent number and issued by the officer not below the rank of Executive Engineer or Equivalent) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None The tenderer should have executed in any one year i.e. 2019-20 TO 2023-24 for a continuous period of 12 months in last five years the following minimum quantities of work Sl.No item Description quantity exucted unit 1. Earthwork / Embankment -1511.31cum, 2.PCC/RCC 131.75CUM 3.UPVC-868m, etc (Work done certificate with Eproc indent and issued by the officer not bellow the rank of Executive Engineer of Equivalent) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Tenderer in its name should have in the last five years i.e., 2019-20 TO 2023-24 Achieved in at least two financial years a minimum annual financial turnover (in all classes of civil engineering constructions works only) of Rs.130.47 lakhs. (Turnover certificate from CA with valid UDIN Number along with profit loss, Balance Sheet and IT Returns) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None liquid assets and or availability of credit facilities of no less than Rs.19.57 Lakhs (Unconditional Credit lines/ letters of credit/ certificates from banks for meeting the fund requirement etc. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None PWD Class-1 Contractor Registration Certificate (Registration Certificate issued by the officer not bellow the rank of Chief Engineer or Equivalent) Others Registration certificate createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV)
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate as per bid document issued by CA True Technical Bid PWD Registration Certificate True Technical Bid Work done certificate should be issued by competent authority not below the rank of Executive Engineer True Technical Bid Banker Certificate True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None