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noticeInvitingTenderDTO	createdTs 1722664817439 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 750.00 emd 60000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 26-08-2024 16:00:00 tenderQueryClose 19-08-2024 17:00:00 technicalBidOpen None publishedDate 06-08-2024 12:55:58 publishedByPost DMA_EEN_CC_BGV publishedByUser KPE15719 - SIDGONDA bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Shri.Sidgonda EE CCB 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 None mobileNumber 9591620679 tenderSupplierList None
tenderSchedule	createdTs 1722664817484 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/OW/WORK_INDENT2355 title Recarpeting of Road Opposite Mallikarjun Temple Jay Nagar and Construction of Storm Water Drain in KHB Colony of Ward No. 31, Belagavi description Recarpeting of Road Opposite Mallikarjun Temple Jay Nagar and Construction of Storm Water Drain in KHB Colony of Ward No. 31, Belagavi category WORKS categoryText Works ecv 2971416.04 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2156 locationName DMA City Corporation Belagavi provisionalAmount 3000000.0 groupOverheadTotal 0.0 fileNumber AEEN1/CCB/2024/002
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1722664817000 0 None None Other Works Recarpetting of road opposite Mallikarjun temple Jaynagar and Construction of Storm water drain in KHB colony of ward no 31, Belagavi 2971416.04 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3679071 134752 None I.No.1.4.1, Vol-1, SR 2023-24 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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. Cum 314.83 314.83 269.85 False None None False None False 84956.8755 0 3679072 134752 None I.No. 1.10, Vol-1 SR 2023-24 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 Cum 198.24 198.24 170.62 False None None False None False 33823.7088 0 3679073 134752 None I.No. 1.1B, Vol-3, S.R. 2023-24 Loading and Unloading of Stone Boulder/Stone aggregates/Sand/ Kankar/Moorum. (Tipper 10 m3) Cum 147.44 147.44 99.23 False None None False None False 14630.4712 0 3679074 134752 None I. No. 1.4(i)a, Vol-3, SR 2023-24 Cost of Haulage Excluding Loading and Unloading, Taking output 10 t load and lead 10 km = 100 t.km T.Km 14.87 14.87 127.02 False None None False None False 1888.7874 0 3679075 134752 None I. No. 2.1.4, Vol -1, SR 2023-24 Providing 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.Mix 1:3:6 Using 20 mm nominal size raded crushed coarse aggregates. Cum 7702.86 7702.86 14.11 False None None False None False 108687.3546 0 3679076 134752 None I.No.2.4.2, Vol-1, SR 2023-24 Providing 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 10576.17 10576.17 48.73 False None None False None False 515376.7641 0 3679077 134752 None I.No.2.4.2, Vol-1, SR 2023-24 Providing 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 7834.2 7834.2 5.72 False None None False None False 44811.624 0 3679078 134752 None I.No.2.11(h), Vol-1, S.R. 2023-24 Steel Fabrication: Supplying, 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 Tonne 97894.63 97894.63 2.3 False None None False None False 225157.649 0 3679079 134752 None I.No.16.1.2, Vol-5, SR 2023-24 Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 150 mm dia. pipes m 719.86 719.86 62.5 False None None False None False 44991.25 0 3679080 134752 None I.No.16.1.4, Vol-5, SR 2023-24 Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 230 mm dia. pipes m 1092.8 1092.8 120.0 False None None False None False 131136.0 0 3679081 134752 None I.No.16.46.2, Vol-5, SR 2023-24 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, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing 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, Providing 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.Constructing Table Moulded Bricks Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth & Heavy duty SFRC cover & frame. No 30973.76 30973.76 10.0 False None None False None False 309737.6 0 3679082 134752 None I. No. 4.17, Vol 3 SR 2023-24 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 Cum 3170.6 3170.6 74.7 False None None False None False 236843.82 0 3679083 134752 None I. no 16.27, Vol 3 SR 2023-24 Construction 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) Cum 8368.21 8368.21 24.0 False None None False None False 200837.04 0 3679084 134752 None I.No. 3.4(ii), Vol-3, SR 2023-24 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator Sqm 6.2 6.2 400.0 False None None False None False 2480.0 0 3679085 134752 None I.No. 5.3(i), Vol-3, SR 2023-24 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 onthe prepared bituminous surface cleaned with mechanical broom Sqm 14.87 14.87 1000.0 False None None False None False 14870.0 0 3679086 134752 None I.No. 5.6 504 (i),C Vol-3 SR 2023-24 Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% 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 Cum 9245.42 9245.42 50.0 False None None False None False 462271.0 0 3679087 134752 None I.No.5.31 IRC-37:2018, Vol-3, S.R. 2023.24 Providing 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. Cum 12578.33 12578.33 30.0 False None None False None False 377349.9 0 3679088 134752 None I. No. 3.6 305, Vol-3, SR 2023-24 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 610.83 610.83 200.0 False None None False None False 122166.0 0 3679089 134752 None I. no 8.15, Vol 3 SR 2023-24 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, 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. Sqm 656.67 656.67 60.0 False None None False None False 39400.2 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1722664820000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1722664820000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1722664820000 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 1722664820000 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 1722664820000 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 1722664820000 0 None None ELIGIBILITY Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None 1722664820000 0 None None ELIGIBILITY 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 1722664820000 0 None None ELIGIBILITY 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 1722664820000 0 None None ELIGIBILITY 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 1722664820000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1722664820000 0 None None ELIGIBILITY List of existing commitments and ongoing works None 1722664820000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1722664820000 0 None None ELIGIBILITY Banker Details for reference None 1722664820000 0 None None ELIGIBILITY Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None 1722664820000 0 None None ELIGIBILITY Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None 1722664820000 0 None None ELIGIBILITY 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 1722664820000 0 None None ELIGIBILITY Proposals 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 1722664985000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1722664989000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory. None 1722664993000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1722664997000 0 None None ELIGIBILITY Work done amount and 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 None 1722665001000 0 None None ELIGIBILITY GST is included in BOQ amount. None 1722665006000 0 None None ELIGIBILITY The Employer reserves the right to reject any or all Tenders without assigning any reason or what so ever. None 1722665011000 0 None None ELIGIBILITY Bidders should abide to all the Terms and Conditions mentioned in the Bid Document attached None
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tenderCriterionDocumentList	documentName optional documentTypeText Registration Certificate from KPWD/CPWD/PRE. True Technical Bid achieved in at least two financial years an average annual financial turnover amount should be as per bid document. Annual Turnover Certificate, Profit and loss A/C sheet. True Technical Bid Satisfactorily completed as a prime contractor at least one similar nature of work value should be as per bid document Work Done Certificate from Executive Engineer or Equivalent. True Technical Bid Executed in any one year, the following minimum quantities of work. As per tender document Clause No.3.2.C True Technical Bid Liquid assets and/or availability of credit facilities not less than of amount and format should be as per bid document True Technical Bid Format 1.1 to 1.4 True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Other Works Belagavi Belagavi Belgaum BELGAUM CCB North None None None None None None
tenderAddress	None
tenderRecallDTO	None