createdTs	None
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noticeInvitingTenderDTO	createdTs 1722957713668 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 2000.00 emd 130000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 25-08-2024 17:00:00 tenderQueryClose 20-08-2024 16:30:00 technicalBidOpen 27-08-2024 11:00:00 publishedDate 06-08-2024 21:41:52 publishedByPost DMA_EE1_CC_DVG publishedByUser KPE12146 - MANOHAR B 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 1722957713716 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/WS/WORK_INDENT24703 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 1537298.58 fileNumber DMA/DCC/UGD/KTJ/80
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1722957714000 0 None None Water supply/sewage lines UGD Construction work from Ambedkar circle to KTJ Nagara 3rd main road through KTJ Nagara 8th cross Nituvalli main road in ward no.26 6462701.42 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3707736 136761 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 591.15 591.15 165.75 False None None False None False 97983.1125 0 3707737 136761 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 1612.43 False None None False None False 443579.493 0 3707738 136761 None code_03 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 3707739 136761 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, 200mm dia. (P.No.114 I.No.10.2.11 ) Volume V m 1085.7 1085.7 250.0 False None None False None False 271425.0 0 3707740 136761 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, 110mm dia.(P.No.114 I.No.10.2.8 ) Volume V m 364.35 364.35 100.0 False None None False None False 36435.0 0 3707741 136761 None code_06 Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Cast-insitu / Pre-cast RCC Machinehole chambers, constructed using form vibrators of standard type, with barricading, danger lighting and using of sight rails and boning rods wherever necessary, shoring and strutting wherever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down graded jelly, well graded sand and steel of approved quality, 200 mm thick top concrete slab, having wall thickness and raft thickness as in approved drawings and with an offset in raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the central drain finished smooth, including fixing and grouting of pipes, including conveying to work spot supply and fixing SFRC Machinehole cover and frame (Heavy duty) conforming to IS:12592 with latest amendments, on a bed of CC 1:2:4 supplying and fixing of minimum 3 mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia. Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as detailed in Technical specifications, including stone grit beding wherever required, watering, curing, engraving Machinehole number with flow direction on the inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC Machinehole are for various diamters and depths as stated below and as per detailed drawings, specifications and direction of the Engineer. For 1.2m dia Machinehole: (Vol-5 SR-2023-24,P No.194 I NO 16.18 ) 2.6 Mtr Deep machinehole. Each 76516.14 76516.14 7.0 False None None False None False 535612.98 0 3707742 136761 None code_06.1 2.5 Mtr Depth Each 73400.25 73400.25 4.0 False None None False None False 293601.0 0 3707743 136761 None code_06.2 2.4 Mtr Depth Each 70396.2 70396.2 2.0 False None None False None False 140792.4 0 3707744 136761 None code_06.3 2.3 Mtr Depth Each 67392.15 67392.15 3.0 False None None False None False 202176.45 0 3707745 136761 None code_06.4 2.2 Mtr Depth Each 64388.1 64388.1 4.0 False None None False None False 257552.4 0 3707746 136761 None code_06.5 2.1 Mtr Depth Each 63350.35 63350.35 3.0 False None None False None False 190051.05 0 3707747 136761 None code_06.6 2.0 Mtr Depth Each 62312.6 62312.6 3.0 False None None False None False 186937.8 0 3707748 136761 None code_06.7 1.9 Mtr Depth Each 61274.85 61274.85 3.0 False None None False None False 183824.55 0 3707749 136761 None code_06.8 1.8 Mtr Depth Each 59996.3 59996.3 4.0 False None None False None False 239985.2 0 3707750 136761 None code_06.9 1.7 Mtr Depth Each 58717.75 58717.75 1.0 False None None False None False 58717.75 0 3707751 136761 None code_06.10 1.6 Mtr Depth Each 57439.2 57439.2 4.0 False None None False None False 229756.8 0 3707752 136761 None code_06.11 1.5 Mtr Depth Each 55517.0 55517.0 3.0 False None None False None False 166551.0 0 3707753 136761 None code_06.12 1.4 Mtr Depth Each 53595.0 53595.0 3.0 False None None False None False 160785.0 0 3707754 136761 None code_07 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 1121.56 False None None False None False 188422.08 0 3707755 136761 None code_08 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 89.25 656.62 False None None False None False 58603.335 0 3707756 136761 None code_09 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 497.7 497.7 116.09 False None None False None False 57777.993 0 3707757 136761 None code_10 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 2686.95 154.79 False None None False None False 415912.9905 0 3707758 136761 None code_11 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 7091.7 154.79 False None None False None False 1097724.243 0 3707759 136761 None code_12 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 3.0 False None None False None False 38691.0 0 3707760 136761 None code_13 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 3.0 False None None False None False 37992.0 0 3707761 136761 None code_14 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 1722957715000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1722957715000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1722957715000 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 1722957715000 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 1722957715000 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 1722957795000 0 None None ELIGIBILITY Corrigendum / modifications / correction, if any, will be published in the KPP portal only. None 1722957812000 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 1722957830000 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 1722957866000 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 1722957945000 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 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 1722957964000 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 1722957984000 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 1722957999000 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 1722958011000 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 1722958173000 0 None None ELIGIBILITY The tenderer should be a PWD registered Contractor - Class-3 and above None 1722958204000 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 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.32.31Lakhs 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 -1383cum, 2.PCC/RCC 128CUM 3.UPVC - 708 m, (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.64.62 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.24.00 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-3 and above 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 True Technical Bid PWD Registration Certificate True Technical Bid Workdone Certificate issued by EE and above True Technical Bid 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. True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None