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noticeInvitingTenderDTO	createdTs 1719638599761 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 2480.00 emd 200000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 20-07-2024 16:00:50 tenderQueryClose 16-07-2024 11:00:36 technicalBidOpen 22-07-2024 11:00:00 publishedDate 12-07-2024 15:47:21 publishedByPost CNNL_EE_DIV_HR_KLNG publishedByUser KPE13374 - PUTTASWAMY I K bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Executive Engineer 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 1719638599790 version 6 createdDate None modifiedDate None tenderNumber CNNL/2024-25/BR/WORK_INDENT1385 title CONSTRUCTION OF BRIDGE AT CH 0.480KM OF HARANGI DAM ENTRANCE TO KUSHALNAGAR - HASSAN CONNECTING ROAD & PIPELINE & ALLIED WORKS description CONSTRUCTION OF BRIDGE AT CH 0.480KM OF HARANGI DAM ENTRANCE TO KUSHALNAGAR - HASSAN CONNECTING ROAD & PIPELINE & ALLIED WORKS category WORKS categoryText Works ecv 9898628.21 deptName Cauvery Neeravari Nigam Limited status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 5710 locationName CNNL HR Div Khushalanagar provisionalAmount 9900000.0 groupOverheadTotal None fileNumber 4701-2023-24-8
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1719638600000 0 None None Bridges/Culverts CONSTRUCTION OF BRIDGE AT CH 0.480KM OF HARANGI DAM ENTRANCE TO KUSHALNAGAR - HASSAN CONNECTING ROAD & PIPELINE & ALLIED WORKS 9898628.21 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3406291 120277 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. . (ii) By Mechanical Means using Dozer b In area of thorny jungle. complete the work as directed by the Engineer in Charge of work. 100 Sqm 599.68 599.68 57.0 False None None False None False 34181.76 0 3406292 120277 None 002 Cutting and stacking bamboos excluding removing stumps and roots with all other ancillary operations complete. complete the work as directed by the Engineer in Charge of work. Each 33.45 33.45 125.0 False None None False None False 4181.25 0 3406293 120277 None 003 De-silting tank bed/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 etc., complete with all lead and all lifts. complete the work as directed by the Engineer in Charge of work. Cum 116.47 116.47 80.0 False None None False None False 9317.6 0 3406294 120277 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 the work as directed by the Engineer in Charge of work. Cum 126.38 126.38 271.25 False None None False None False 34280.575 0 3406295 120277 None 005 Providing rubble and murum filling in layers of 250 to 300 mm including cost of all materials, machinery, labour, watering,ramming etc.,complete with all lead and all lifts complete the work as directed by the Engineer in Charge of work. Cum 1864.7 1864.7 39.47 False None None False None False 73599.709 0 3406296 120277 None 006 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) (PWD SR Vol-1 of 2021-22, Pg No.8, Item No.1.14.1) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates complete the work as directed by the Engineer in Charge of work. Cum 7420.37 7420.37 74.03 False None None False None False 549329.9911 0 3406297 120277 None 007 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. complete the work as directed by the Engineer in Charge of work. Tonne 107090.49 107090.49 5.5 False None None False None False 588997.695 0 3406298 120277 None 008 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 With Form work for Piers and abutments, Earth retaining structures. complete the work as directed by the Engineer in Charge of work. Cum 8617.62 8617.62 441.76 False None None False None False 3806919.8112 0 3406299 120277 None 009 Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour etc., complete the work as directed by the Engineer in Charge of work. Mtr 417.54 417.54 87.0 False None None False None False 36325.98 0 3406300 120277 None 010 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. Granular material complete the work as directed by the Engineer in Charge of work. Cum 1447.15 1447.15 136.75 False None None False None False 197897.7625 0 3406301 120277 None 011 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 the work as directed by the Engineer in Charge of work. Cum 587.29 587.29 676.16 False None None False None False 397102.0064 0 3406302 120277 None 012 Supplying fitting & placing TMT bar reinforcement to super structure complete as per Specifications complete the work as directed by the Engineer in Charge of work. Tonne 107369.26 107369.26 4.95 False None None False None False 531477.837 0 3406303 120277 None 013 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse ggregates. complete the work as directed by the Engineer in Charge of work. Cum 10174.17 10174.17 56.94 False None None False None False 579317.2398 0 3406304 120277 None 014 Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. complete the work as directed by the Engineer in Charge of work. Mtr 286.21 286.21 16.9 False None None False None False 4836.949 0 3406305 120277 None 015 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. complete the work as directed by the Engineer in Charge of work. No 4052.77 4052.77 12.0 False None None False None False 48633.24 0 3406306 120277 None 016 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) complete the work as directed by the Engineer in Charge of work. Cum 17310.07 17310.07 4.67 False None None False None False 80838.0269 0 3406307 120277 None 017 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. complete the work as directed by the Engineer in Charge of work. Mtr 2885.63 2885.63 32.2 False None None False None False 92917.286 0 3406308 120277 None 018 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 & form work to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates. complete the work as directed by the Engineer in Charge of work. Cum 7934.56 7934.56 8.87 False None None False None False 70379.5472 0 3406309 120277 None 019 Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with all lead and lifts. complete the work as directed by the Engineer in Charge of work. Sqm 563.75 563.75 120.0 False None None False None False 67650.0 0 3406310 120277 None 020 Providing and applying tack coat with RS-1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.30 kg/m2 on Cement Concrete pavement.complete the work as directed by the Engineer in Charge of work. Sqm 21.06 21.06 1500.0 False None None False None False 31590.0 0 3406311 120277 None 021 Bituminous Macadam Grading II for traffic less than20 MSA 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 @ 3.4% 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. complete the work as directed by the Engineer in Charge of work. Cum 9491.98 9491.98 75.0 False None None False None False 711898.5 0 3406312 120277 None 022 Semi Dense Bituminous Concrete : 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. complete the work as directed by the Engineer in Charge of work. Cum 12578.33 12578.33 37.5 False None None False None False 471687.375 0 3406313 120277 None 023 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. complete the work as directed by the Engineer in Charge of work. Cum 324.62 324.62 830.25 False None None False None False 269515.755 0 3406314 120277 None 024 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 HDPE Grade PE80-PN6.0, 75mm dia. complete the work as directed by the Engineer in Charge of work. Mtr 303.56 303.56 600.0 False None None False None False 182136.0 0 3406315 120277 None 025 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 : K010A HDPE Grade PE80-PN6.0, 63mm dia. complete the work as directed by the Engineer in Charge of work. Mtr 234.17 234.17 500.0 False None None False None False 117085.0 0 3406316 120277 None 026 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 : HDPE Grade PE80-PN6.0, 90mm dia. complete the work as directed by the Engineer in Charge of work. Mtr 397.72 397.72 400.0 False None None False None False 159088.0 0 3406317 120277 None 027 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 63mm dia., 6 kg/sqcm & class 3. complete the work as directed by the Engineer in Charge of work. Mtr 199.47 199.47 2300.0 False None None False None False 458781.0 0 3406318 120277 None 028 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 the work as directed by the Engineer in Charge of work. Cum 198.24 198.24 645.75 False None None False None False 128013.48 0 3406319 120277 None 029 Supplying of RCC NP 2 1200mm dia complete as per Drawing and Technical Specifications Including cost of all labour complete the work as directed by the Engineer in Charge of work. Mtr 5354.96 5354.96 30.0 False None None False None False 160648.8 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1719638601000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1719638601000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1719638601000 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 1719638601000 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 1719638601000 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 1719638652000 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 1719638676000 0 None None ELIGIBILITY the validity period for EMD shall be 45 days beyond the validity period of tenderSubleasing G.P.A of work is prohibited. None 1719638688000 0 None None ELIGIBILITY Conditional tenders will be rejected None 1719638710000 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 1719638746000 0 None None ELIGIBILITY The tender processing fee will neither be refunded nor will be transferred to other works. None 1719638786000 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 1719639171000 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 1719639191000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Government orders. None 1719639207000 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 1719639239000 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 1719639261000 0 None None ELIGIBILITY Any necessary documents can be uploaded in spaces provided for general documents in upload document section. None 1719639289000 0 None None ELIGIBILITY The successful Tenderer shall deliver to the Employer a Security deposit in the 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 tenders in accordance with the Conditions of Contract None 1719639317000 0 None None ELIGIBILITY The Rates quotated by the Contractor must be inclusive of All taxes( Including GST None 1719639335000 0 None None ELIGIBILITY If the ratequoted by Tenderer for any item of work is are below the estimated rates of the department then the contractor shall furnish 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 1719639360000 0 None None ELIGIBILITY In addition to the above, all the conditions, as stipulated in the tender booklet of CNNL should be followed None 1719639378000 0 None None ELIGIBILITY Defect liability period depending upon nature / type of work is as under None 1719639400000 0 None None ELIGIBILITY For all the cross drainage works aqueducts/ embankment and other works costing less than Rs. 50 Lakhs the defect liability period is 3 years from the date of completion of the entire work None 1719639439000 0 None None ELIGIBILITY For all types lining and other works the defect liability period is 3 years from the date of completion of the entire work None 1719639474000 0 None None ELIGIBILITY For works like road, silt and other small works which will be taken up out of maintenance grant the defect liability period shall be 3 months from the date of completion certificate and shall not be later than 6 months from physical completion of the entire work None 1719639548000 0 None None ELIGIBILITY If the Contractor fails to start the work within 10 days from the date of Agreement then the Agreement will be cancelled without issuing any Notice None 1719639589000 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-3 None 1719639679000 0 None None ELIGIBILITY The intending bidder should furnish the certificate of registration issued by State / Central / Public Sector Organizations and certificate of enrolment in relevant category of CNNL None 1719639698000 0 None None ELIGIBILITY GST will be deducted as per the prevailing the government order from time to time in running bill 13) 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 1719639712000 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 1719639728000 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 1719639740000 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 1719639750000 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 1719639765000 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 technical specification and direction of Engineer in charge of this work. None 1719639778000 0 None None ELIGIBILITY All precautions should be taken by the contractor so that there are no damages to such public/ private properties None 1719639795000 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 1719639809000 0 None None ELIGIBILITY Contractor should follow strictly the prevailing rules of labour act None 1719639823000 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 1719639835000 0 None None ELIGIBILITY Contractor should take all precautions to ensure that no damage is caused to the existing structures 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 1719639849000 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 1719639880000 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 1719639894000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Competent Authority reserves the right to verify the documents before approval None 1719639911000 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 1719639928000 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 above happens to be a General Holiday, the next working day will hold good in lieu of the date mentioned. None 1719640060000 0 None None ELIGIBILITY The intending bidders are advised to visit the site of work before submitting the tenders None 1719640218000 0 None None ELIGIBILITY Necessary certificates should be signed by an officer not below the rank of the Executive Engineer.. None 1719640345000 0 None None ELIGIBILITY The necessary certificates/ documents in support fulfilling qualification criteria stipulated separately shall be scanned and attached to e-procurement document. The original document shall be produced at the time of opening of tender containing the Technical Bid for verification. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList 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 None None None None None None 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 None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None 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 90% of the contract value), as prime contractor, at least one similar work such as Construction / Improvements to Bridge work of value not less than Rs.49.50 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 the following minimum quantities of work (Cement Concrete - 496 cum, Earthwork/embankment - 758cum, steel-8.36 tonne, SDBC/BM-90 cum Executed in any one year (for a continuous period of 12 months), the following minimum quantities of work Note-Work done certificate with year wise breakup of quantities should be furnished. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Achieved in at least two financial years an average annual financial turnover (in all classes of Civil Engineering construction works) only of Rs 99.00 Lakhs Note-Turnover certificate duly certified by Chartered Accountant along with audited balance sheets should be furnished..To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.2019-20, 2020-21 2021-22 ,2022-23 and 2023-24 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 no less than Rs 29.70 Lakhs (Credit lines/ letter of credit/ certificates from scheduled / nationalized banks for meeting the fund requirement etc.) in the prescribed format Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText Annual Financial Turnover Certificate from CA with UDIN AND ITR of last five years True Technical Bid GST Registration Certificate True Technical Bid Contractor Registration Certificate True Technical Bid Contractor Address & Contact number True Technical Bid Similar nature of workdone Certificate True Technical Bid Line of credit certificate in required format True Technical Bid Work done certificate for execution of quantities True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None