createdTs	None
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noticeInvitingTenderDTO	createdTs 1722862390775 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 12:26:41 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 1722862390826 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/RD/WORK_INDENT20162 title Construction of Road from Balekundri College to Prachi Oaks Apartment in Ward No.26, Belagavi. description Construction of Road from Balekundri College to Prachi Oaks Apartment in Ward No.26, Belagavi. category WORKS categoryText Works ecv 3000000.00 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 26345.79 fileNumber AEEN1/CCB/2024/005
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1722862391000 0 None None Roads Construction of road from Balekundri college to Prachi oaks apartment in ward no. 26, Belagavi 2973654.21 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3696835 135975 None I.No. 3.4 305.4.3 (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 1624.0 False None None False None False 10068.8 0 3696836 135975 None I.No. 1.8 , Vol-1 SR 2023-24 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. Cum 587.29 587.29 243.6 False None None False None False 143063.844 0 3696837 135975 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 3170.6 208.8 False None None False None False 662021.28 0 3696838 135975 None I.No. 5.1 502 A, Vol-3, SR 2023-24 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Sqm 50.8 50.8 1392.0 False None None False None False 70713.6 0 3696839 135975 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 69.6 False None None False None False 643481.232 0 3696840 135975 None I.No. 5.31IRC-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 41.76 False None None False None False 525271.0608 0 3696841 135975 None I. No. 8.60.1 Vol-3, SR 2023-24 Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) Gr II and Semi Dense Bituminous Macadam (SDBC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 Single lane with formation width of 5.75 m. No. No 42609.21 42609.21 2.0 False None None False None False 85218.42 0 3696842 135975 None I. No. 8.15 803, 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 50.4 False None None False None False 33096.168 0 3696843 135975 None I.No.2.18 202 Vol-3 SR 2023-24 Dismantling of Flexible PavementsDismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately II By Mechanical Means A Bituminous course Cum 398.96 398.96 11.76 False None None False None False 4691.7696 0 3696844 135975 None I.No.1.4.1 Vol-1 SR 2023-24 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m (I.No.1.4.1, Vol-1, SR 2023-24) Cum 314.83 314.83 117.6 False None None False None False 37024.008 0 3696845 135975 None I.No. 1.0 Vol-1, S.R. 23-24 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 . ( I.No. 1.10, Vol-1, S.R. 2023-24) Cum 198.24 198.24 83.23 False None None False None False 16499.5152 0 3696846 135975 None I.No. 1.1B, Vol-3 S.R. 23-24 Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. (Tipper 10 m3) ( I.No. 1.1B, Vol-3, S.R. 2023-24) Cum 147.44 147.44 34.37 False None None False None False 5067.5128 0 3696847 135975 None I. No. 1.4(i)A, Vol-3, SR 23-24 Cost of Haulage Excluding Loading and Unloading Case-1 : Surfaced Road Taking output 10 t load and lead 10 km = 100 t.km ( I. No. 1.4(i)A, Vol-3, SR 2023-24) T.Km 14.87 14.87 43.99 False None None False None False 654.1313 0 3696848 135975 None I.No.16.3.2, Vol-5 SR 2023-24 Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey RCC NP3 Class pipe of 300 mm dia. m 1650.35 1650.35 98.0 False None None False None False 161734.3 0 3696849 135975 None I.No 16.46.1, Vol-5 SR 23-24 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 Machinehole 1.2 m internal dia. , 1.0 M depth & Heavy duty SFRC cover & frame No 30973.76 30973.76 4.0 False None None False None False 123895.04 0 3696850 135975 None I.No.16.46.2, Vol-5 SR 23-24 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 Machinehole 1.2 m internal dia. , 2.0 m depth & Heavy duty SFRC cover & frame No 58364.33 58364.33 4.0 False None None False None False 233457.32 0 3696851 135975 None I.No16.28.1, Vol-5 SR 23-24 Repairs 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.. Upto 0.30m depth No 10121.39 10121.39 6.0 False None None False None False 60728.34 0 3696852 135975 None I.No.4.1 (ii), Vol-3 SR 2023-24 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -II Material Cum 3171.84 3171.84 11.76 False None None False None False 37300.8384 0 3696853 135975 None I.No 16.28 1501 Vol-3, SR 2023-24 Providing and constructing un-reinforced plain cementconcrete 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 125micron 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. Cum 8368.21 8368.21 11.76 False None None False None False 98410.1496 0 3696854 135975 None I.No.3.6 305 Vol-3 SR 2023-24 Construction of Subgrade and Earthen Shoulders 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 34.8 False None None False None False 21256.884 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1722862392000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1722862392000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1722862392000 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 1722862392000 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 1722862392000 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 1722862392000 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 1722862392000 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 1722862392000 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 1722862392000 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 1722862392000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1722862392000 0 None None ELIGIBILITY List of existing commitments and ongoing works None 1722862392000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1722862392000 0 None None ELIGIBILITY Banker Details for reference None 1722862392000 0 None None ELIGIBILITY Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None 1722862392000 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 1722862392000 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 1722862392000 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 1722862865000 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 1722862873000 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 1722862878000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1722863159000 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 1722863164000 0 None None ELIGIBILITY GST is included in BOQ amount. None 1722863168000 0 None None ELIGIBILITY The Employer reserves the right to reject any or all Tenders without assigning any reason or what so ever. None 1722863172000 0 None None ELIGIBILITY Bidders should abide to all the Terms and Conditions mentioned in the Bid Document attached None
preQualCriterionList	None
technicalCriterionList	None
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 Roads Belagavi Belagavi Belgaum BELGAUM Third party misc None None None None None None
tenderAddress	None
tenderRecallDTO	None