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noticeInvitingTenderDTO	createdTs 1721476501581 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 1182000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 05-08-2024 16:00:00 tenderQueryClose 01-08-2024 11:00:00 technicalBidOpen 06-08-2024 16:30:00 publishedDate 23-07-2024 17:25:17 publishedByPost CNNL_EE_DIV_MP_RMG publishedByUser KPE15057 - MOHANA M N bidValidityPeriod 180 noOfCalls 1 preBidMeetingDate 01-08-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Mohan M N 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 08027271259 mobileNumber 9880147993 tenderSupplierList None
tenderSchedule	createdTs 1721476501613 version 4 createdDate None modifiedDate None tenderNumber CNNL/2024-25/BG/WORK_INDENT1825 title CONSTRUCTION OF ROAD BRIDGE CUM BARRAGE ACROSS ARKAVTHY RIVER CONNECTING FROM MULLAHALLI TO NALLAHALLI VILLAGE IN KANAKAPURA TALUK OF RAMANAGAR DISTRICT description CONSTRUCTION OF ROAD BRIDGE CUM BARRAGE ACROSS ARKAVTHY RIVER CONNECTING FROM MULLAHALLI TO NALLAHALLI VILLAGE IN KANAKAPURA TALUK OF RAMANAGAR DISTRICT category WORKS categoryText Works ecv 118229739.07 deptName Cauvery Neeravari Nigam Limited status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 5704 locationName CNNL MP Div Ramanagar provisionalAmount 118500000.0 groupOverheadTotal None fileNumber CER428202324
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1721476502000 0 None None Bridges CONSTRUCTION OF ROAD BRIDGE CUM BARRAGE ACROSS ARKAVTHY RIVER CONNECTING FROM MULLAHALLI TO NALLAHALLI VILLAGE IN KANAKAPURA TALUK OF RAMANAGAR DISTRICT 118229739.07 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3568345 129453 None CNN001 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including Tand P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Mechanical Means (Prestressed / RCC grade M-20 and above) complete With all lead and lift as directed by the Engineer in charge Cum 1359.74 1359.74 953.0 False None None False None False 1295832.22 0 3568346 129453 None CNN002 Removal of stumps and roots including backfilling with suitable material to required compaction. Girth from 900 mm to 1800 mm. complete With all lead and lift as directed by the Engineer in charge Each 714.23 714.23 200.0 False None None False None False 142846.0 0 3568347 129453 None CNN003 Removal of stumps and roots including backfilling with suitable material to required compaction. Girth above 1800 mm. complete With all lead and lift as directed by the Engineer in charge Each 887.27 887.27 200.0 False None None False None False 177454.0 0 3568348 129453 None CNN004 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.By Mechanical Means using Dozer In area of thorny jungle.complete With all lead and lift as directed by the Engineer in charge 100 Sqm 594.0 594.0 580.0 False None None False None False 344520.0 0 3568349 129453 None CNN005 Providing and placing sand bags consisting of empty cement bags filled with 35 to 40 kg locally available sand for forming ring bund including plugging the joints with selected earth, cost of all labour,materials etc., complete With all lead and lift as directed by the Engineer in charge Each 83.45 83.45 222223.0 False None None False None False 18544509.35 0 3568350 129453 None CNN006 Filling clayey soil between two rows of sand bags placed for forming ring bund including tamping, plugging leakage points etc complete With all lead and lift as directed by the Engineer in charge Cum 591.51 591.51 6000.0 False None None False None False 3549060.0 0 3568351 129453 None CNN007 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 as directed by the Engineer in charge Cum 136.22 136.22 4758.0 False None None False None False 648134.76 0 3568352 129453 None CNN008 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 ordinary or soft rock without blasting upto 1.5 m depth ii) 3.00m to 4.50m complete With all lead and lift as directed by the Engineer in charge Cum 619.74 619.74 240.0 False None None False None False 148737.6 0 3568353 129453 None CNN009 Excavation in hard rock of all toughness including boulders above 0.6m diameter (0.113 m3) for canals, cut-off trench of embankments, filter/ catch water drains and other appurtenent structures by approved controlled blasting methods including control of vibrations by use of delay detonators and control of fly-rocks by muffling arrangements and adopting only jack hammers for drilling holes and minimising damage to side slopes of canal in water prism area by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques including cost of all materials, machinery, labour, placing excavated rock neatly in approved dump area as directed and all other ancillary operations complete (Organisation specific).complete With all lead and lift as directed by the Engineer in charge Cum 703.19 703.19 291.0 False None None False None False 204628.29 0 3568354 129453 None CNN010 Providing and fixing 25 mm dia 3 m long cold twisted deformed steel dowel bars with one end driven into 38 mm dia 1.50 m deep hole drilled in bed rock and other end provided with L - bend for embedding in concrete / masonry of over flow / non-over flow blocks and other concrete / masonry of over flow / non-over flow blocks and other appurtenant works including cost of all materials, machinery, labour, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod etc., complete With all lead and lift as directed by the Engineer in charge Each 1563.45 1563.45 1196.0 False None None False None False 1869886.2 0 3568355 129453 None CNN011 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 ggregates 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 pertechnical specifications. (The cost of steel reinforcement & formworkshall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates complete With all lead and lift as directed by the Engineer in charge Cum 8447.25 8447.25 289.0 False None None False None False 2441255.25 0 3568356 129453 None CNN012 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 ggregates 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 pertechnical specifications. (The cost of steel reinforcement & formworkshall be paid separately)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates complete With all lead and lift as directed by the Engineer in charge Cum 8752.82 8752.82 323.0 False None None False None False 2827160.86 0 3568357 129453 None CNN013 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)1:2:4 (M15) Design Mix Using 20 mm nominal size graded crushed coarse aggregates Weir Portion, complete With all lead and lift as directed by the Engineer in charge Cum 9431.89 9431.89 101.0 False None None False None False 952620.89 0 3568358 129453 None CNN014 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) 1:2:4 (M20) Design Mix Using 20 mm nominal size graded crushed coarse aggregates Weir Portion, complete With all lead and lift as directed by the Engineer in charge Cum 9322.67 9322.67 250.0 False None None False None False 2330667.5 0 3568359 129453 None CNN015 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, M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete With all lead and lift as directed by the Engineer in charge Cum 9330.65 9330.65 2937.0 False None None False None False 27404119.05 0 3568360 129453 None CNN016 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, M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete With all lead and lift as directed by the Engineer in charge Cum 9928.66 9928.66 103.0 False None None False None False 1022651.98 0 3568361 129453 None CNN017 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 inlayers, 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) M 30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Super Structure complete With all lead and lift as directed by the Engineer in charge Cum 10651.61 10651.61 99.0 False None None False None False 1054509.39 0 3568362 129453 None CNN018 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 inlayers, 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)M 30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for T Beam and Slab complete With all lead and lift as directed by the Engineer in charge Cum 11725.9 11725.9 756.0 False None None False None False 8864780.4 0 3568363 129453 None CNN019 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) complete With all lead and lift as directed by the Engineer in charge Cum 17145.21 17145.21 67.0 False None None False None False 1148729.07 0 3568364 129453 None CNN020 Providing and constructing protective railing consisting of cast in-situ railing posts of Size 150 x 150 mm at bottom, 100 x 100 mm at top and 750 mm height, placed approximately at 2 m centre to centre in M-20 grade cement concrete using 20 mm down approved clean, hard, graded aggregates with each post reinforced by 4 numbers 8 mm dia. main bars embedded in kerb concrete for 400 mm depth and 5 numbers 6 mm dia. stirrups and fixing 3 rows of 40 mm dia. GI pipes with two coats of synthetic enamel painting over a coat of red oxide primer paint including cost of all materials, machinery, labour, formwork, supports, fabricating and placing reinforcement bars, batching, mixing, placing in position, compacting, finishing, curing and all other ancillary operations complete. complete With all lead and lift as directed by the Engineer in charge m 2078.88 2078.88 252.0 False None None False None False 523877.76 0 3568365 129453 None CNN021 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. complete With all lead and lift as directed by the Engineer in charge Tonne 106346.7 106346.7 285.0 False None None False None False 30308809.5 0 3568366 129453 None CNN022 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications complete With all lead and lift as directed by the Engineer in charge cc 0.82 0.82 829440.0 False None None False None False 680140.8 0 3568367 129453 None CNN023 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 as directed by the Engineer in charge Cum 581.69 581.69 2522.0 False None None False None False 1467022.18 0 3568368 129453 None CNN024 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to athickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. complete With all lead and lift as directed by the Engineer in charge Cum 3285.21 3285.21 120.0 False None None False None False 394225.2 0 3568369 129453 None CNN025 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications complete With all lead and lift as directed by the Engineer in charge Nos / Mtr 293.3 293.3 47.0 False None None False None False 13785.1 0 3568370 129453 None CNN026 Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. complete With all lead and lift as directed by the Engineer in charge Per Mtr 23191.63 23191.63 60.0 False None None False None False 1391497.8 0 3568371 129453 None CNN027 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification complete With all lead and lift as directed by the Engineer in charge Cum 1433.37 1433.37 4334.0 False None None False None False 6212225.58 0 3568372 129453 None CNN028 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A) Stone/Boulder complete With all lead and lift as directed by the Engineer in charge Cum 2323.84 2323.84 280.0 False None None False None False 650675.2 0 3568373 129453 None CNN029 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including cost of all materials, machinery, labour,breaking clods, spreading in layers of 100 to 150 mm, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with all lead and lifts. complete With all lead and lift as directed by the Engineer in charge Cum 996.63 996.63 577.0 False None None False None False 575055.51 0 3568374 129453 None CNN030 Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm 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.with all lead and lifts. complete With all lead and lift as directed by the Engineer in charge Sqm 1033.09 1033.09 1007.0 False None None False None False 1040321.63 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1721476502000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1721476502000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1721476502000 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 1721476502000 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 1721476502000 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 1721476516000 0 None None ELIGIBILITY The Intending bidder are advised to visit the site of work and also access the tender documents well in advance None 1721476522000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1721476529000 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 1721476535000 0 None None ELIGIBILITY The TENDER PROCEESING FEE will not be refunded. None 1721476541000 0 None None ELIGIBILITY The CNNL reserves the right of rejecting all or any of the tenders without assigning any reasons, None 1721476548000 0 None None ELIGIBILITY If the quoted rates for the items fall below the estimated rates, the successful bidder should produce an additional performance Guarantee in the form of Bank Guarantee for the difference amount of quoted rates and estimated rates before executing agreement with CNNL. 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 1721476555000 0 None None ELIGIBILITY The contractor should be registered in respective class Category of KPWD / Any State / Central Government / Public sector organizations None 1721476563000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders None 1721476571000 0 None None ELIGIBILITY The rates quoted by the contractor must be inclusive of GST, sales Tax and any other duties, taxes, etc., The contractor is also required to pay quarry Fees, Royalties, Octroi Dues levied by the state Government or any Local body or an authority and ground rent, if any, charged by the Executive Engineer for stacking materials. No Extra Payment on this account will be made to the contractor. None 1721476579000 0 None None ELIGIBILITY Materials like steel, cement etc., required for the work shall be procured by the Contractor themselves and should get the same tested by the quality control authority of CNNL before use in this work. None 1721476590000 0 None None ELIGIBILITY All the formats prescribed in the bid document shall be filled by the bidders in a complete manner. Incomplete formats may constitute sufficient reason at the discretion of CNNL for rejection of the bid None 1721476597000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Executive Engineer will verify the original documents at any stage before recommending for approval. None 1721476603000 0 None None ELIGIBILITY Further particulars, if any, required by the bidders can be had from the office of the Executive Engineer, Manchanabele Project Division, Ramanagara during office hours on all working days. It may be noted that if any of the calendar of any event mentioned above happen to be General Holiday / Declared holiday, the next working day will hold good for the respective events None 1721476610000 0 None None ELIGIBILITY The work includes all lead and lift / de-lift and work shall be carried out as per instruction of engineer-in-charge of the work. And all the specification as per Indian road congress and all relevant Indian codes. The rate for the specifications in the Schedule-B includes all lead and lift, irrespective of distance and height None 1721476619000 0 None None ELIGIBILITY The intending bidders should note that if any of the land either in part / parts or in whole required for the work is not yet acquired by the Nigama, it shall be the responsibility of the bidder to take possession of such land and start the work by obtaining necessary consent of the land owners before commencement of work at no extra cost to the Nigama and no claim what so ever relating to non-availability of land will be entertained. Any delay in obtaining consent of the land owners shall not be considered for any additional compensation. None 1721476625000 0 None None ELIGIBILITY The undersigned reserves the right to either postpone or to cancel the entire process of tender None 1721476632000 0 None None ELIGIBILITY If CNNL wishes to engage third party consultants for quality control assessment, apart from the CNNL quality control and field tests, the contractor should co-operate with both Quality control authorities and the third party None 1721476638000 0 None None ELIGIBILITY Defect liability period will be 3 Years from the date of completion and satisfactory commissioning None 1721476646000 0 None None ELIGIBILITY Performance guarantee:- For all works an amount equal to 5.00% of the contract value will be withheld as Performance Guarantee Amount till the expiry of the defect liability period None 1721476652000 0 None None ELIGIBILITY Building and other construction workers welfare cess None 1721476659000 0 None None ELIGIBILITY The contractor shall subscribe 1.00% of gross amount of each bill payable to him in respect of contract to the building and other construction workers welfare cess as per GO No: LD 300 LET 2006, Bangalore, dated: 18-01-2007. The amount of subscription will be recovered out of payable amount to him in each bill. This component is deemed to have been included in the quoted rate / percentage. None 1721476665000 0 None None ELIGIBILITY The Tenderer should furnish the Name of the individual / firm/ Company with address and telephone number with place of registration, year of incorporation etc., None 1721476672000 0 None None ELIGIBILITY The scanned signature of the bidders / authorized representatives of the bidders shall be attached while uploading the Bid document None 1721476684000 0 None None ELIGIBILITY The Tenderer should furnish the requisite Earnest Money Deposit None 1721476691000 0 None None ELIGIBILITY The Tenderer should furnish a copy of the Income Tax Return for the latest financial year None 1721476696000 0 None None ELIGIBILITY A copy of GST Certificate of the latest financial Year None 1721476705000 0 None None ELIGIBILITY Employees Provident fund Registration Certificate In respect of Contractors who are not registered with the EPF (Employees Provident Fund) authorities, the contractors should produce an undertaking that he shall within 7 days of the close of every month submit to the Executive Engineer, a statement showing the recoveries of contributions in respect of employees employed are through in and shall also furnish under the provision of the scheme to the commissioner, EPF However, having given an undertaking to this effect if the contractor does not furnish the information, the Nigama will deduct the necessary amount from the amount due to the contractor. Notwithstanding the above, the contractor will be liable for any consequential penalty /damages levied by the EPF authorities None 1721476713000 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 1721476721000 0 None None ELIGIBILITY The Bidder should also furnish the list of work on hand with all details. Such as bid cost, date of entrustment, stipulated date of completion, actual date of completion, completed cost of work, etc None 1721476729000 0 None None ELIGIBILITY Necessary certificates should be signed by an officer not below the rank of the Executive Engineer None 1721476735000 0 None None ELIGIBILITY The intending Bidder/firm/company/ should have man power available with him for taking up above work None 1721476744000 0 None None ELIGIBILITY The intending Bidder/firm/company/ shall provide evidence that the bidder has been actively engaged in the similar nature of work for at least for a period of 5 years prior to the date of submission of application None 1721476750000 0 None None ELIGIBILITY The intending Bidder/firm/company/ shall provide accurate information on the related application form about any litigation or Arbitration resulting from contracts completed or on going under its execution over the last five years. The consisting history of awards against the tenderer or any partner of a may result in failure of the application None 1721476758000 0 None None ELIGIBILITY The intending Bidder/firm/company shall provide the audited balance sheets or other financial statements acceptable to the employer for the last five years and must demonstrate the current soundness of the applicants financial position and indicate its prospective long term profitability. If deemed necessary, the employer shall have the authority to make enquiries with the applicants bankers None 1721476772000 0 None None ELIGIBILITY Amount put to tender is inclusive of prevailing GST 18% if any changes in GST from Finance Department will be considered. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None The bidder/Firm/company should have satisfactorily completed as a prime contractor, at least one similar work such as Construction Bridge / Barrage works of value not less than Rs. 591.20 lakhs at 2024-25 price level in the preceding last five years. (i.e. 2019-20 to 2023-24), NOTE-1. The financial figures mentioned above is at 2024-25 price levels. Financial turnover and cost of completed works of previous years will be given a weightage of 10% per year based on the rupee value to bring them to current price levels. NOTE -2.The criteria above applies to the Individual bidder/Firm/company/ JV Certificate regarding the same duly signed by an officer not below the rank of the Executive Engineer should be submitted along with the technical bid Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None The intending bidder / firm / company should have in the last five years satisfactorily executed in any one year the following minimum quantities of the work. Component No. , Nature of Work, minimum component of work, (a) Cement Concrete (Cum) 4000 (b) Steel (Tonne) 230 (c) Excavation / Embankment (Cum) 6250 NOTE :- Work done Certificates with year wise break up of quantities duly signed by an officer not below the rank of the Executive Engineer should be submitted along with the technical bid Certificates issued by the Private Individuals/Private Companies/Private Firms, etc., will not be considered Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Each Tenderer should further demonstrate Availability by owning at least 50% of the required following key and critical equipments for this work (b) the remaining 50 % can be deployed on lease/hire for all works provided, the relevant documents (Commitment agreements etc.,) for availability for this work are furnished. The intending Bidder/firm/company/ should furnish details of ownership / lease certificates of the following minimum requirement of machineries, (a) Excavator/JCB (2 own and 2 lease/hire)-04No.s, (b) Tipper (2 own and 2 lease/hire)- 04No.s, (c) Water tanker-(2 own and 2 lease/hire)-04No.s, (d) Concrete Mixer / Ajax (1 own and 1 lease/hire)-02No.s, (e) Vibrator Roller(1 own and 2 lease/hire)-03No.s, (f) Plate vibratory and Needle Vibratory (3 own and 3 lease/hire)-06No.s, (g) Auto levelling Equipment (lease / Hire / Own)-1No.s Note : The figures mentioned above is indicative, Should there be any change in above quantities the bidder should substantiate the same with calculations Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Vehicle RC copies and Bills of the equipments None None None None Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under, Assessed available tender capacity (AxNx1.5-B) Where, A-Maximum value of civil engineering works executed in any one year during the last five years (updated to 2024-25 price level) taking into account the completed as well as works in progress. Number of months prescribed for completion of the works for which tenders are invited. B-Value, at 2024-25 price level, of existing commitments and on-going works to be completed during the tender period days Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Tender Capacity Calculation with Existing Commitments details None None None None List of Key Minimum Technical personal required for the work are as under and should be enrolled in company/ firm/company/ should Employment register and document should be uploaded of Project Manager BE Civil with Minimum of 5 years experience & should have been project Manager for at least one Project/work of size similar to the present contact - 1 No Civil Engineer Civil Engineering with Min 5 years experience of 1 Nos Diploma Holder 3 years Experience - 1 No Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Technical person certificates and CV None None None None The intending bidder/firm/ company / should have achieved in at least two out of last Five financial years (i.e. 2019-20 to 2023-24) (In all classes of civil Engineering construction works only) a minimum annual financial turnover of Rs. 1891.70 Lakhs, NOTE - Audited balance sheets and Turnover certificate duly certified by Chartered accountant should be uploaded. Financial turnover of previous years will be given a weightage of 10% per year based on the rupee value to bring them to current price value Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None The bidder / firm/company should furnish details of liquid assets and or availability of credit facilities of Rs 236.50 Lakhs for the work mentioned above for meeting the required funds in the form of credit lines / line of credit / certificate from scheduled /Nationalized Bank Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText KPWD Registration Certificate of class I and above True Technical Bid Annual Turnover Certificate issued by CA True Technical Bid Work done Certificate with year wise executed quantity breakup duly certified by The Executive Engineer True Technical Bid Line of credit certificate in prescribed format True Technical Bid Tender capacity calculation with existing commitments details True Technical Bid Vehicle RC copies and Bills of the equipments True Technical Bid Technical person certificates and CV True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Bridges Ramanagara Kanakapura Kanakapura KANAKAPURA MULLAHALLI TO NALLAHALLI VILLAGE IN KANAKAPURA TALUK OF RAMANAGAR DISTRICT 12 25 12 77 26 12
tenderAddress	createdTs 1721713984000 version 0 createdDate None modifiedDate None blockNumber The office of Chief engineer, Public office building Sayojirao road street None city Mysore state Karnataka pin 570001
tenderRecallDTO	None