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noticeInvitingTenderDTO	createdTs 1721812180712 version 6 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 731000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 03-08-2024 16:00:00 tenderQueryClose 29-07-2024 12:00:00 technicalBidOpen 05-08-2024 11:24:26 publishedDate 26-07-2024 17:26:14 publishedByPost CNNL_EE_DIV_HR_KLNG publishedByUser KPE13374 - PUTTASWAMY I K bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 29-07-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Executive Enginner 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 08276274365 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1721812180743 version 4 createdDate None modifiedDate None tenderNumber CNNL/2024-25/RT/WORK_INDENT1887 title Reconstruction of Damaged waste weir, Pickup/check dam, Tank bridge, tank sluice and Restoration of damaged tank bund, Repairs to the service road of Hasuvina Kavalu Kere and Balakere in Hasuvinakaval village, Bogayyanakere in Tharikallu village, Karikaddihalla Pickup/Check dam and Haliyur kere in Haliyur village, Sannegowdanakatte and Chikkakere in Haranahalli Village and Nanjayyanakere in Adaguru Village in Periyapatna taluk description Reconstruction of Damaged waste weir, Pickup/check dam, Tank bridge, tank sluice and Restoration of damaged tank bund, Repairs to the service road of Hasuvina Kavalu Kere and Balakere in Hasuvinakaval village, Bogayyanakere in Tharikallu village, Karikaddihalla Pickup/Check dam and Haliyur kere in Haliyur village, Sannegowdanakatte and Chikkakere in Haranahalli Village and Nanjayyanakere in Adaguru Village in Periyapatna taluk category WORKS categoryText Works ecv 48693062.94 deptName Cauvery Neeravari Nigam Limited status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 5710 locationName CNNL HR Div Khushalanagar provisionalAmount 49000000.0 groupOverheadTotal 0.0 fileNumber HRDIV01
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1721812181000 0 None None Restoration of old and breached tanks and Desilting of tanks Reconstruction of Damaged waste weir, Pickup/check dam, Tank bridge, tank sluice and Restoration of damaged tank bund, Repairs to the service road of Hasuvina Kavalu Kere and Balakere in Hasuvinakaval village, Bogayyanakere in Tharikallu village, Karikaddihalla Pickup/Check dam and Haliyur kere in Haliyur village, Sannegowdanakatte and Chikkakere in Haranahalli Village and Nanjayyanakere in Adaguru Village in Periyapatna taluk 48693062.94 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3606637 131076 None 001 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.- In area of thorny jungle. complete with all lead and lift and as directed by engineer incharge of the work 100 Sqm 599.68 599.68 430.04 False None None False None False 257886.3872 0 3606638 131076 None 002 De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/ formation of Embankment or as directed including cost of all machinery, labour & all necessary works as directed and complete as per specification.complete with all lead and lift and as directed by engineer incharge of the work Cum 116.47 116.47 5586.25 False None None False None False 650630.5375 0 3606639 131076 None 003 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. Cement Concrete Grade M-15 & M-20 complete with all lead and lift and as directed by engineer incharge of the work Cum 890.84 890.84 275.56 False None None False None False 245479.8704 0 3606640 131076 None 004 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.complete with all lead and lift and as directed by engineer incharge of the work Cum 126.38 126.38 2493.9 False None None False None False 315179.082 0 3606641 131076 None 005 Providing rubble / boulder and sand filling behind abutment and return walls in layers including cost of all materials, labour, watering,ramming and all other ancillary operations. complete with all lead and lift and as directed by engineer incharge of the work Cum 2734.47 2734.47 346.85 False None None False None False 948450.9195 0 3606642 131076 None 006 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 (M10) Using 40 mm nominal size graded crushed coarse aggregates. complete with all lead and lift and as directed by engineer incharge of the work Cum 7420.37 7420.37 631.77 False None None False None False 4687967.1549 0 3606643 131076 None 007 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 for Canal & Allied Works. complete with all lead and lift and as directed by engineer incharge of the work. t 111522.39 111522.39 46.506 False None None False None False 5186460.26934 0 3606644 131076 None 008 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. complete with all lead and lift and as directed by engineer incharge of the work Cum 9345.6 9345.6 263.84 False None None False None False 2465743.104 0 3606645 131076 None 009 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.Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates. complete with all lead and lift and as directed by engineer incharge of the work Cum 8312.39 8312.39 827.36 False None None False None False 6877338.9904 0 3606646 131076 None 010 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Substructure 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 (For Drain Bed/raft)-Sub Structure works.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. complete with all lead and lift and as directed by engineer incharge of the work Cum 8207.25 8207.25 1006.08 False None None False None False 8257150.08 0 3606647 131076 None 011 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(For Drain Walls). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. complete with all lead and lift and as directed by engineer incharge of the work Cum 10445.6 10445.6 157.95 False None None False None False 1649882.52 0 3606648 131076 None 012 Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering & all necessary works as directed and complete with all lead and lift and as directed by engineer incharge of the work Cum 562.51 562.51 2562.43 False None None False None False 1441392.4993 0 3606649 131076 None 013 Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials machinery, labour, laying to specified slope, wedging with chips, finishing & all necessary works as directed and complete as per specification.complete with all lead and lift and as directed by engineer incharge of the work Sqm 910.67 910.67 1933.35 False None None False None False 1760643.8445 0 3606650 131076 None 014 Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift gate ( with top seal ) consisting of skin plate, siffeners, horizontal and vertical girders, wheels, guide rollers, rubber seals with all accessories for canal escape / regulator vent including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing and all other ancillary operations complete as per specifications and approved drawings. Note: 1. Weight of 1 gate in tonnes = 0.0888 ( L2 x H x h )0.659 Where ( L ) is length = Clear vent width in m + 0.50 m. ( H ) is height of gate in m = Clear vent height in m + 0.20 m ( h ) is head of water above sill of gate in m = FSL - Sill level 2. Quantity of structural steel = 92.1 % of computed weight for 1 gate. complete with all lead and lift and as directed by engineer incharge of the work t 218683.5 218683.5 2.169 False None None False None False 474324.5115 0 3606651 131076 None 015 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.complete with all lead and lift and as directed by engineer incharge of the work Cum 130.1 130.1 3772.5 False None None False None False 490802.25 0 3606652 131076 None 016 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. complete with all lead and lift and as directed by engineer incharge of the work Cum 587.29 587.29 4006.63 False None None False None False 2353053.7327 0 3606653 131076 None 017 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. complete with all lead and lift and as directed by engineer incharge of the work Cum 8368.21 8368.21 19.2 False None None False None False 160669.632 0 3606654 131076 None 018 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading-I (63 mm to 45 mm) Using Screening Crushable type such as Moorum or Gravel. complete with all lead and lift and as directed by engineer incharge of the work Cum 3126.0 3126.0 1592.63 False None None False None False 4978561.38 0 3606655 131076 None 019 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Grading-II (53 mm to 22.4 mm) Using Screening Crushable type such as Moorum or Gravel. complete with all lead and lift and as directed by engineer incharge of the work Cum 3039.27 3039.27 1434.38 False None None False None False 4359468.1026 0 3606656 131076 None 020 Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossings and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications.- 300mm dia. complete with all lead and lift and as directed by engineer incharge of the work m 1056.87 1056.87 67.5 False None None False None False 71338.725 0 3606657 131076 None 021 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause -750 mm. complete with all lead and lift and as directed by engineer incharge of the work m 4132.07 4132.07 67.5 False None None False None False 278914.725 0 3606658 131076 None 022 Providing and constructing 450 mm thick size stone pitching using 200 to 250 mm size stones with pin headers at 2 per m2 set in CM 1 : 5 proportion by volume with pointing joints in CM 1 : 3 proportion by volume including cost of all materials from approved source, labour, packing stone chips and mortar into joints,finishing,curing and all other ancillary operations complete. 150 mm thick murum bed is to be provided below pitching. complete with all lead and lift and as directed by engineer incharge of the work Sqm 1480.61 1480.61 505.2 False None None False None False 748004.172 0 3606659 131076 None 023 Providing and fixing GI pressure relief pipe with one end closed by perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes and all other ancillary operations complete- 50 mm diameter and 450 mm long. complete with all lead and lift and as directed by engineer incharge of the work Each 468.34 468.34 72.0 False None None False None False 33720.48 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1721812182000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1721812182000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1721812182000 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 1721812182000 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 1721812182000 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 1721812238000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and aymentsmade in part are liable for rejection None 1721812370000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value MinRs.500/- & Max Rs7500/ soon after contract has been issued to bidder None 1721812452000 0 None None ELIGIBILITY The validity period for E.M.D. shall be 45 days beyond the validity period of tender None 1721812471000 0 None None ELIGIBILITY sub-leasing / G.P.A. of work is prohibited None 1721812483000 0 None None ELIGIBILITY Conditional tenders will be rejected None 1721812504000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender and the employer will in no case be responsible and liable for those costs None 1721812519000 0 None None ELIGIBILITY The tender processing fee will neither be refunded nor will be transferred to other works None 1721812536000 0 None None ELIGIBILITY The CNNL reserves the right of rejecting any or all of the tenders without assigning any reason and will not be bound to accept the lowest tender None 1721812549000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Government orders None 1721812579000 0 None None ELIGIBILITY Amount put to tender includes cost of cement, Steel and other materials and labour charges. The rates quoted must also be inclusive of Sales Tax,Excise Duty, Royalty, Octroi, Quarry fee etc., No extra payment on this account will be entertained None 1721812593000 0 None None ELIGIBILITY The work includes all lead and lift and work shall be carried out as per the instructions of the Engineer-in-Charge of the work None 1721812824000 0 None None ELIGIBILITY no quarries are approved by CNNL for materials None 1721812843000 0 None None ELIGIBILITY If Nigama wishes to engage third party inspecting agency for the said work, apart from the Quality Control authorities and field tests of the Nigama and Contractor, then the contractor should co-operate with the third party test and Quality Control authorities None 1721812858000 0 None None ELIGIBILITY All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity. Contractor should indemnify the client to that extent None 1721812875000 0 None None ELIGIBILITY Materials like steel, cement etc., required for the work shall be procured by the tenderer themselves and should got tested by the quality control authority before use on the work at their own cost None 1721812893000 0 None None ELIGIBILITY The contractors assessed available tender capacity will be calculated as per the clause 3.3 of STD tender document Attached None 1721812920000 0 None None ELIGIBILITY All the items in the tender include all lead, lifts, loading unloading,transportation, labour, hire charges of machinery curing for concrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completion of works as per the detailed echnical specification and direction of Engineer in charge of this work None 1721812949000 0 None None ELIGIBILITY All precautions should be taken by the contractor so that there are no damages to such public/ rivate properties None 1721812970000 0 None None ELIGIBILITY Contractor should take all precautionary measures to avoid any damage to the utilities during excavation as well as utility shifting. To that extent the contractor should indemnify the client. None 1721812981000 0 None None ELIGIBILITY Contractor should follow strictly the prevailing rules of labour act None 1721812997000 0 None None ELIGIBILITY Contractor should adhere to HSE (Health Safety Environment) policy applicable for similar projects. Contractor to that extent should submit HSE document defining all the procedure including the policies before execution of the project None 1721813016000 0 None None ELIGIBILITY Contractor should take all precautions to ensure that no damage is caused to the existing tructures which have been constructed by other agencies during project execution. If any damage is caused, it has to be rectified at his own risk and cost None 1721813042000 0 None None ELIGIBILITY Contractor has to make his own arrangement for procurement of all materials required for the work. There is no departmental supply of materials. Contractor should procure only ISI mark materials and submit necessary quality control certificates from the authorised quality control authority, before execution None 1721813062000 0 None None ELIGIBILITY One percent (1%) of the bill amount of the successful tenderer will be deducted towards the construction labour welfare fund as per Government Order LD / 300 / LET / 2006 Bangalore dated 01-01-2007 and Government letter No. PW / 134 / BMS / 2007 dated 27-07-2007 None 1721813120000 0 None None ELIGIBILITY Contractors should have to upload the scan copy of all necessary qualification documents and submit the original documents/certificate duly attested by notary while tender evaluation in the H.R. Division office, Kushalanagar for verification. None 1721813147000 0 None None ELIGIBILITY Further details and information, if any, required can be had from the Office of the Executive Engineer, H R Division, CNNL, Kushalnagara, Karnataka, on all working days during office hours. If any of the dates mentioned abovehappens to be a General Holiday, the next working day will hold good in lieu of the date mentioned. None 1721813170000 0 None None ELIGIBILITY The successful Tenderer shall deliver to the Employer a Security deposit inthe form of NSC/DD/FDR in the name of the Executive Engineer, H R Division, Kushalanagara given below for an amount equivalent to 5% of the Contract price plus additional security for unbalanced enders in accordance with the Conditions of Contract None 1721813353000 0 None None ELIGIBILITY The Rates quotated by the Contractor must be inclusive of All taxes( Including GST) . Increase in GST shall not be paid in extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension None 1721813408000 0 None None ELIGIBILITY If the rate (s) quoted by Tenderer for any item (s) of work is/ are below the estimated rates of the department then the contractor shall furnish an additional performance security in the form of Bank Guarantee for an amount equivalent to the difference between the cost as per quoted rate and the estimated rates. In case of contractor quoting rate above 125% of the estimated rates, then the amount over and above 125% will be withheld during the progress of work None 1721813423000 0 None None ELIGIBILITY Defect liability period depending upon nature / type of work is as under. None 1721813443000 0 None None ELIGIBILITY For all cross drainage works/aqueducts/embankment and other works costing more than Rs. 50 Lakhs the defect liability period is 5 years from the date of completion of the entire work. None 1721813459000 0 None None ELIGIBILITY The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Tender documents KW-4 None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList 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 satisfactorily completed (at least 50% of the contract value/ Ongoing work which is 90% completed ) as prime contractor, at least one similar work such as CONSTRUCTION/ Improvements to tankof value not less than Rs.243.50 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one year in the last five financial year the minimum quantities of workEarth work xcavation/Embankment 7250 Cum2.Cement concrete 2325 Cum.WBM/WMM2422 Cum4.Steel: 39.00 Tonne Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 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 Past Experience None createdTs version createdDate modifiedDate documentName None None None None Satisfactory Performance Certificate None None None None Owning the following key and critical equipment for this work Excavator 2own 1 hire 1Concrete Mixer 2 own 1 hire1Tipper 2 own 1 hire 1Vibratory roller o2own 1 hire1 Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Key equipments 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 Civil Engineer/ Graduate BE(Civil) (5 Year Experience)1no Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Key person None None None None Toqualify for award of this contract, each Tenderer in its name should have in the last five years . (2019-20 to 2023-24Achievedin at least two financial years a minimum financial turnover (in all classes of Civil Engineering construction works only) of Rs.973.84Lakhs NOTE: Audited ancial statements and turn over Certificates of last five years duly certified by Chartered Accountants referably mentioning UDIN number should be mandatorily uploaded along with tender. Failing to pload the same, such tenders are liable for rejection Financial Status 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 not less than Rs. 162.32Lakhs (Credit lines/ letter of credit/ certificates from Nationalized/scheduled commercialbanks for meeting the fund requirement etc.in the prescribed format (section 3 (1.11)) failing which tenders are liable for rejectio Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText Contractor Registration Certificate True Technical Bid Annual Financial Turnover Certificate from CA with UDIN AND ITR of last five years True Technical Bid Similar nature of workdone Certificate True Technical Bid Contractor Address & Contact number True Technical Bid GST registration certificate True Technical Bid Work done certificate for execution of quantities True Technical Bid Line of credit certificate in required format True Technical Bid Document for Key equipments. True Technical Bid Document for Key persons True Technical Bid bid capacity details True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1721985999000 version 0 createdDate None modifiedDate None blockNumber CHIEF ENGINNER OFFICE SAYYAGI RAO ROAD MYSORE street None city MYSORE state Karnataka pin 570023
tenderRecallDTO	None