createdTs	None
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noticeInvitingTenderDTO	createdTs 1718948033668 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1200.00 emd 81500.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 05-07-2024 16:30:00 tenderQueryClose 28-06-2024 16:00:00 technicalBidOpen 06-07-2024 17:00:00 publishedDate 21-06-2024 18:16:48 publishedByPost KNNL_EE_DIV_KPC2_BLK publishedByUser KPE14348 - SHIVKUMAR M SWAMY bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType PERCENTAGE denominationTypeText Percentage retenderedYn None percentageRateTypeText Single Rate contactPerson Shivakumar Swamy 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 9900537475 tenderSupplierList None
tenderSchedule	createdTs 1718948033700 version 4 createdDate None modifiedDate None tenderNumber KNNL/2024-25/RD/WORK_INDENT1173 title Construction of CC Road, RCC Drain and CDs from Sangamesh Rayagonda House to Hanuman Temple in the Nirna Village limits of Chitaguppa Taluka Bidar District. description Construction of CC Road, RCC Drain and CDs from Sangamesh Rayagonda House to Hanuman Temple in the Nirna Village limits of Chitaguppa Taluka Bidar District. category WORKS categoryText Works ecv 4797445.75 deptName Karnataka Neeravari Nigam Limited status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 3965 locationName KNNL Division KPC Div No 2 Bhalki provisionalAmount 4800000.0 groupOverheadTotal 731813.76 fileNumber KNNL/AEE/KPCC4/HBD/CCROAD/NIRNA2/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1718948034000 0 None None Roads Construction of CC Road, RCC Drain and CDs from Sangamesh Rayagonda House to Hanuman Temple in the Nirna Village limits of Chitaguppa Taluka Bidar District. 4065631.99 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3322294 116354 None 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm 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 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum 99.75 99.75 306.0 False None None False None False 30523.5 0 3322295 116354 None 3.7 Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction " Cum 110.25 110.25 153.0 False None None False None False 16868.25 0 3322296 116354 None 3.6 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 517.65 517.65 369.0 False None None False None False 191012.85 0 3322297 116354 None 4.1-A-(v) Granular Sub-Base (Plant mix method) 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 (A) Plant Mix Method, (v) For Grading -V Material " Cum 2611.35 2611.35 165.75 False None None False None False 432831.2625 0 3322298 116354 None 4.17 Wet Mix Macadam (Plant mix method) 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 2686.95 2686.95 127.5 False None None False None False 342586.125 0 3322299 116354 None 16.28 CC Pavement 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." Cum 7091.7 7091.7 140.25 False None None False None False 994610.925 0 3322300 116354 None 1.4.1 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 " Cum 266.2 266.2 211.5 False None None False None False 56301.3 0 3322301 116354 None 1.11 Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. " Cum 454.65 454.65 288.0 False None None False None False 130939.2 0 3322302 116354 None 2.1.4 Providing and laying in position plain 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 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 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates. " Cum 6527.85 6527.85 37.3 False None None False None False 243488.805 0 3322303 116354 None 2.4.2 Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates." Cum 6639.15 6639.15 109.29 False None None False None False 725592.7035 0 3322304 116354 None pg no.111-112 Form work of Cement concrete Drain Walls (35% on finished rate of concrete per m3) Cum 2323.7 2323.7 63.6 False None None False None False 147787.32 0 3322305 116354 None pg no.111-112 Form work of Cement concrete Deck Slab (20% on finished rate of concrete per m3) Cum 1327.83 1327.83 14.14 False None None False None False 18775.5162 0 3322306 116354 None 2.11.h 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. h. All other type of structures " t 82961.55 82961.55 6.628 False None None False None False 549869.1534 0 3322307 116354 None 2.17(ix)(B) Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works (B) Above 600 mm to 900 mm dia " m 1150.8 1150.8 10.0 False None None False None False 11508.0 0 3322308 116354 None 2.8(ii)(A) Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead (I) Lime /Cement Concrete (ii)By Mechanical Means (A)Cement Concrete Grade M-15 & M-20 " Cum 754.95 754.95 1.53 False None None False None False 1155.0735 0 3322309 116354 None 2.11(II)(A) Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Stone Masonry (II)By Mechanical Means (A)Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means " Cum 189.0 189.0 5.1 False None None False None False 963.9 0 3322310 116354 None 1.14.1 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 In all kinds of soils Depth upto 3 m. Cum 107.1 107.1 13.5 False None None False None False 1445.85 0 3322311 116354 None 1.11 Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. " Cum 454.65 454.65 27.9 False None None False None False 12684.735 0 3322312 116354 None 2.1.6 Providing and laying in position plain 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 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates. " Cum 6555.15 6555.15 3.9 False None None False None False 25565.085 0 3322313 116354 None 2.4.2 Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates." Cum 6639.15 6639.15 11.21 False None None False None False 74424.8715 0 3322314 116354 None pg no.111-112 Form work of Box Culverts (20% on finished rate of concrete per m3 " Cum 1327.83 1327.83 11.21 False None None False None False 14884.9743 0 3322315 116354 None 2.11.h 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. h. All other type of structures " t 82961.55 82961.55 0.504 False None None False None False 41812.6212 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1718948035000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1718948035000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1718948035000 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 1718948035000 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 1718948035000 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
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList 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 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 None None None None None 5.The intending bidder should have satisfactorily completed at least one similar nature of work in the last five years 2019/20 to 2023/24 to an extent of 50 percent i.e. Sl. No-1.Rs.19.90 Lakhs and for Sl. No 2. Rs. 20.33 Lakhs respectively of the cost of the Amount Put to tender work done Certificates should be obtained from the Officer not below the rank of Executive Engineer of the concerned division or equivalent officer. The cost will be updated to the present value by giving a weight age of 10 percent per annum if the work is completed prior to the year 2019/20. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None The Contractor shall upload the self attested affidavit of works on hand, failing which his Tender is Liable for rejection. If the contractor uploaded false information of bid Capacity/works on hand his name will be recommended for black list. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Works in Hand None None None None 1.A Valid copy of KPWD Civil CLASS-I Registration certificate Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None 2.Latest copy of the Income Tax return filed mentioning the PAN. Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None 4.The valid copy of GST Registration Certificate. Financial Status None createdTs version createdDate modifiedDate documentName None None None None GST Registration None None None None 6.The annual turnover from all classes of civil engineering works should be twice the amount put to tender i.e. Sl. No 1.79.60 Lakhs and for Sl. No 2. 81.32 Lakhs respectively in any of the two financial years during the last five years i.e. from 2019 20 to 2023 24 Audited profit and Loss account certified by a practicing Chartered Accountant along with copy of income tax returns filed for the years indicated above should be furnished. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None 7.Liquid assets and availability of credit facilities of not less than 30 percent of the amount put to tender i.e. Sl. No 1. Rs.11.94 Lakhs and for Sl. No 2. Rs. 12.19 Lakhs respectively. For meeting the fund requirement etc. The contractor should upload necessary documents issued by the Banks. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None 8.Bid Capacity Assessed available tender capacity equals to AxNx2.5-B Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Bid Capacity None None None None 3.Employees provident fund registration certificate with Latest Challan Others EPF createdTs version createdDate modifiedDate documentName None None None None Valid EPF Certificate
tenderCriterionDocumentList	documentName optional documentTypeText 1.A Valid copy of KPWD Civil CLASS-I Registration certificate True Technical Bid 2.Latest copy of the Income Tax return filed mentioning the PAN. True Technical Bid 3.Employees provident fund EPF registration certificate with Latest Challan True Technical Bid 4.The valid copy of GST Registration Certificate. True Technical Bid 5.The intending bidder should have satisfactorily completed at least one similar nature of work in the last five years 2019 20 to 2023 24 to an extent of 50 percent i.e. Sl. No 1. Rs.19.90 Lakhs and for Sl. No 2. Rs. 20.33 Lakhs respectively of the cost of the Amount Put to tender work done Certificates should be obtained from the Officer not below the rank of Executive Engineer of the concerned division or equivalent officer. True Technical Bid 6.The annual turnover from all classes of civil engineering works should be twice the amount put to tender i.e. Sl. No-1. Rs.79.60 Lakhs and for Sl. No 2. Rs. 81.32 Lakhs respectively in any of the two financial years during the last five years i.e. from 2019 20 to 2023 24 Audited profit and Loss account certified by a practicing Chartered Accountant along with copy of income tax returns filed for the years indicated above should be furnished. True Technical Bid 7.Liquid assets and availability of credit facilities of not less than 30 percent of the amount put to tender i.e. Sl. No 1. Rs.11.94 Lakhs and for Sl. No 2. Rs. 12.19 Lakhs respectively. For meeting the fund requirement etc. The contractor should upload necessary documents issued by the Banks. True Technical Bid 8.Bid Capacity Assessed available tender capacity equals to AxNx2.5-B True Technical Bid The Contractor shall upload the self attested affidavit of works on hand, failing which his Tender is Liable for rejection. If the contractor uploaded false information of bid Capacity/works on hand his name will be recommended for black list. True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Roads Bidar Chitgoppa Bidar BIDAR Village- Nirna Taluka- Chitgoppa Dist- Bidar None None None None None None
tenderAddress	None
tenderRecallDTO	None