createdTs	None
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noticeInvitingTenderDTO	createdTs 1717586726427 version 7 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 630.00 emd 50000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 13-06-2024 16:00:00 tenderQueryClose 10-06-2024 17:00:00 technicalBidOpen None publishedDate 05-06-2024 18:38:34 publishedByPost DMA_EE2_CC_VJP publishedByUser KPE15868 - R M HUNDEKAR bidValidityPeriod 90 noOfCalls 3 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson AEE VCC splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 8904951250 tenderSupplierList None
tenderSchedule	createdTs 1717586726430 version 19 createdDate None modifiedDate None tenderNumber DMA/2023-24/OW/WORK_INDENT14766/CALL-3 title Construction of Drain and Laying of UGD Line in Bagayat galli in ward No.24 in Vijayapur City. description Construction of Drain and Laying of UGD Line in Bagayat galli in ward No.24 in Vijayapur City. category WORKS categoryText Works ecv 2495977.03 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2168 locationName DMA City Corporation Vijayapura provisionalAmount 2500000.0 groupOverheadTotal 380742.26 fileNumber DMA/CC/VJP/2023-24/011
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1717586726000 1 None None Other Works Construction of Drain and Laying of UGD Line in Bagayat galli in ward No.24 in Vijayapur City. 2115234.77 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3232293 111634 None Valum-2 , Sl No-19.57, page no-193 Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials to the appropriate disposal area stacking serviceable and unserviceable material separately including cutting reinforcement bars. Cum 2466.45 2466.45 63.0 False None None False None False 155386.35 0 3232294 111634 None Valum-2 , Sl No-19.9.2, page no-187 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer in-charge. Cum 1768.2 1768.2 111.375 False None None False None False 196933.275 0 3232295 111634 None Volume-4, Sl No-8.24.2,104 Excavation and removal of silt and silt mixed with sand in slussy condition from canal bed including disposing off the same in spoil bank or on the canal embankment in layers as directed etc., complete with all lead and all lifts in slussy condition. Unit 373.8 373.8 231.0 False None None False None False 86347.8 0 3232296 111634 None Volum-3, SlNo-3.1,P.No-17 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work Cum 89.25 89.25 231.0 False None None False None False 20616.75 0 3232297 111634 None Volum-1, SlNo-1.17.1,P.No-10 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 of machinery & other appurtenaces required to complete the work Cum 288.85 288.85 291.2 False None None False None False 84113.12 0 3232298 111634 None Volum-1, SlNo-2.1.1,P.No-15 Providing and laying in position plain cement concrete for levelling course for all works in foundation.The ranite/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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5604.9 5604.9 17.6 False None None False None False 98646.24 0 3232299 111634 None Valum-I , Sl No-2.1.6, page no-15 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6555.15 6555.15 76.4 False None None False None False 500813.46 0 3232300 111634 None Valum-1 , Sl No-2.11h, page no-18 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications Tonne 82961.55 82961.55 1.91 False None None False None False 158456.5605 0 3232301 111634 None PWD SR Valum-2 , Sl No-17.5page no 175 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. Each 1179.15 1179.15 331.0 False None None False None False 390298.65 0 3232302 111634 None Volume-3, Sl No-2.19 ,10 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately Cum 591.15 591.15 8.4599 False None None False None False 5001.069885 0 3232303 111634 None Volume-1, Sl No-1.17.1, 10 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm 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. All kinds of soils. Depth upto 1.50 m Cum 275.1 275.1 53.76 False None None False None False 14789.376 0 3232304 111634 None Volume-5, Sl No-16.1.4, 187 Supplying, 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 (SR 21-22 Sl N0-1.4, page no 184, volum-5) Mtr 926.1 926.1 80.0 False None None False None False 74088.0 0 3232305 111634 None PWD SR Valum-I , Sl No-1.10, page no 7 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 168.0 168.0 53.76 False None None False None False 9031.68 0 3232306 111634 None 16.40.10,201 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 supplying and fixing SFRC Machinehole frame and cover onfoming 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 Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.00 M depth & Heavy duty SFRC cover & frame Each 25566.45 25566.45 2.0 False None None False None False 51132.9 0 3232307 111634 None 16.40.10,201 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 supplying and fixing SFRC Machinehole frame and cover onfoming 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 Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.20 M depth & Heavy duty SFRC cover & frame Each 30208.71 30208.71 2.0 False None None False None False 60417.42 0 3232308 111634 None Volum-3, SlNo-3.6,P.No-17 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 517.65 517.65 242.112 False None None False None False 125329.2768 0 3232309 111634 None Volum-3, SlNo-4.17,P.No-26 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, aying 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 2686.95 2686.95 31.2 False None None False None False 83832.84 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1717586726000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1717586726000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1717586726000 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 1717586726000 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 1717586726000 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 1717586726000 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 1717586726000 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 1717586726000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1717586726000 0 None None ELIGIBILITY List of existing commitments and ongoing works None 1717586726000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1717586726000 0 None None ELIGIBILITY Banker Details for reference None 1717586726000 0 None None ELIGIBILITY Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None 1717586726000 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 1717586726000 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 1717586726000 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 1717586726000 0 None None ELIGIBILITY Conditions as per tender document None 1717586726000 0 None None ELIGIBILITY GST will be paid separately None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText KPWD Contractor License Registration. True Technical Bid Achieved in at least two financial years a minimum annual financial turnover of Rs 50.00 Lakhs, Turnover certificate from CA with valid UDIN No. to be furnished along with necessary documents last five years i.e., 2018-19 to 2022-23 True Technical Bid Satisfactorily completed, as prime contractor, at least one similar work of value not less than Rs.12.50 Lakhs. True Technical Bid Work in Hand. True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None