createdTs None version None createdDate None modifiedDate None noticeInvitingTenderDTO
createdTs 1710405469122 version 7 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 2191000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 22-03-2024 17:30:00 tenderQueryClose 21-03-2024 17:00:00 technicalBidOpen 25-03-2024 11:00:00 publishedDate 15-03-2024 11:52:13 publishedByPost CNNL_EE_DIV_VC_MDY publishedByUser KPE16095 - J NANJUNDEGOWDA bidValidityPeriod 180 noOfCalls 1 preBidMeetingDate 18-03-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson vc division 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 08232225046 mobileNumber 8232225046 tenderSupplierList None tenderSchedule
createdTs 1710405469149 version 4 createdDate None modifiedDate None tenderNumber CNNL/2023-24/CN/WORK_INDENT898 title Construction of Cut & Cover RCC Trough and C D Works to Lokasara Branch Canal from Ch. 6.15 to 10.60 km. description Cover duct, Retaining wall and C D Works category WORKS categoryText Works ecv 219101370.14 deptName Cauvery Neeravari Nigam Limited status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 5703 locationName CNNL VC Div Mandya provisionalAmount 220000000.0 groupOverheadTotal 33422242.9 fileNumber AWP-12 tenderSubEstimateList
createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1710405469000 0 None None Canals including Lining and Structures Construction of Cut & Cover RCC Trough and C D Works to Lokasara Branch Canal from Ch. 6.15 to 10.60 km. 185679127.24
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3067650 104515 None code01 Removing and resetting disturbed dry rubble / size stone pitching 250 to 450 mm thick including packing and wedging with stone chips, finishing surface with all other ancillary operations complete. And as directed by Engineer incharge of work. Sqm 99.75 99.75 4715.55 False None None False None False 470376.1125 0 3067651 104515 None code02 Providing and constructing dry rubble stone pitching with pinheaders at 2 per m2 using stones and stonechips from approved sourceincluding cost of all materials, labour, hand packing / wedging stonechips, finishing and all other ancillary operations complete. And as directed by Engineer incharge of work. Sqm 477.75 477.75 695.95 False None None False None False 332490.1125 0 3067652 104515 None code03 Loading and Unloading of Stone Boulder/Stone aggregates/Sand/ Kankar/Moorum. (Tipper 14 m3) And as directed by Engineer incharge of work. Cum 90.3 90.3 695.95 False None None False None False 62844.285 0 3067653 104515 None code04 Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. And as directed by Engineer incharge of work. Cum 107.1 107.1 26129.67 False None None False None False 2798487.657 0 3067654 104515 None code05 Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth. And as directed by Engineer incharge of work. Cum 381.15 381.15 355.95 False None None False None False 135670.3425 0 3067655 104515 None code06 Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth. And as directed by Engineer incharge of work. Cum 95.55 95.55 287.82 False None None False None False 27501.201 0 3067656 104515 None code07 Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete. And as directed by Engineer incharge of work. Cum 660.45 660.45 3483.46 False None None False None False 2300651.157 0 3067657 104515 None code08 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 and 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 Using 40 mm nominal size graded crushed coarse aggregates. And as directed by Engineer incharge of work. Cum 6288.45 6288.45 4028.85 False None None False None False 25335221.7825 0 3067658 104515 None code09 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 and 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates. And as directed by Engineer incharge of work. Cum 6555.15 6555.15 17.95 False None None False None False 117664.9425 0 3067659 104515 None code10 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. Canal and Allied Works. And as directed by Engineer incharge of work. Tonne 94510.5 94510.5 347.4 False None None False None False 32832947.7 0 3067660 104515 None code11 Providing and laying insitu vibrated M-15grade cement concrete using 40 mm down approved, clean,hard, graded aggregateswith placing and sinking plums of size 150 to 80 mm upto 15 percent for piers/ gravity type retaining walls / abutments / other similar structures including cost of all materials, machinery, labour, cleaning,batching, mixing, placing in position, levelling, vibrating, finishing,curing with all other ancillary operations complete . And as directed by Engineer incharge of work. Cum 7321.55 7321.55 11332.45 False None None False None False 82971099.2975 0 3067661 104515 None code12 Providing and laying insitu vibrated M-20 grade cement concreteusing 40 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials,machinery,labour,cleaning,batching, mixing, placing in position, levelling, vibrating,finishing, curing with all other ancillary operations complete And as directed by Engineer incharge of work. Cum 6486.9 6486.9 90.67 False None None False None False 588167.223 0 3067662 104515 None code13 Providing casing embankment for breached / damaged portion of canal using approved pervious /semi-pervious soil from borrow areas in layers of 100 to 150 mm ( before compaction ) including cost of all materials, machinery, labour, all operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, sectioning sides / edges, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller or pneumatic / vibrating plate compactors etc., complete. And as directed by Engineer incharge of work. Cum 691.95 691.95 9994.05 False None None False None False 6915382.8975 0 3067663 104515 None code14 Providing and fixing tarfelt expansion joint filler board for cement concrete lining of canal including cost of all materials, labour and all other ancillary operations complete. 20 mm thick 150 mm depth. And as directed by Engineer incharge of work. m 128.1 128.1 1066.2 False None None False None False 136580.22 0 3067664 104515 None code15 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specification 2706 and 2200. And as directed by Engineer incharge of work. m 144.9 144.9 13611.0 False None None False None False 1972233.9 0 3067665 104515 None code16 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and 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 and 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. And as directed by Engineer incharge of work. Cum 7983.36 7983.36 1922.89 False None None False None False 15351123.1104 0 3067666 104515 None code17 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and 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 and 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.And as directed by Engineer incharge of work. Cum 7170.28 7170.28 284.22 False None None False None False 2037936.9816 0 3067667 104515 None code18 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and 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 and 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. And as directed by Engineer incharge of work. Cum 6971.11 6971.11 230.18 False None None False None False 1604610.0998 0 3067668 104515 None code19 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works and 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 and 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. And as directed by Engineer incharge of work. Cum 8622.18 8622.18 470.94 False None None False None False 4060529.4492 0 3067669 104515 None code20 Providing impervious embankment adjacent to masonry / concrete structure and filling trial pits using impervious approved soil from borrow area in layers of 100 to 150 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, picking previous layer, spreading soil in layer of specified thickness, sorting-out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using pneumatic tampers / vibrating earth rammers and all other ancillary operations complete. And as directed by Engineer incharge of work. Cum 654.15 654.15 6733.63 False None None False None False 4404804.0645 0 3067670 104515 None code21 Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. MoRTH 602.6.3 And as directed by Engineer incharge of work. m 73.5 73.5 426.0 False None None False None False 31311.0 0 3067671 104515 None code22 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including TandP and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead (I) Lime /Cement Concrete (ii) By Mechanical Means a. Cement Concrete Grade M-15 and M-20. And as directed by Engineer incharge of work. Cum 754.95 754.95 158.57 False None None False None False 119712.4215 0 3067672 104515 None code23 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including TandP and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead (II) By Mechanical means. (A) Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means. And as directed by Engineer incharge of work. Cum 189.0 189.0 127.26 False None None False None False 24052.14 0 3067673 104515 None code24 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including TandP and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead (iv) Dismantling Stone Masonry By Manual means (b). Rubble stone masonry in cement mortar. And as directed by Engineer incharge of work. Cum 640.5 640.5 33.28 False None None False None False 21315.84 0 3067674 104515 None code25 Providing SandS RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for SandS RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 900 mm dia. And as directed by Engineer incharge of work. m 5096.7 5096.7 20.0 False None None False None False 101934.0 0 3067675 104515 None code26 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. Granular material. And as directed by Engineer incharge of work. Cum 1226.4 1226.4 415.48 False None None False None False 509544.672 0 3067676 104515 None code27 Retro-Reflectorised Traffic Signs: Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 75 cm equilateral triangle. And as directed by Engineer incharge of work. Each 4279.8 4279.8 10.0 False None None False None False 42798.0 0 3067677 104515 None code28 Retro-Reflectorised Traffic Signs: Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67:2022. 75 cm circular And as directed by Engineer incharge of work. Each 5461.05 5461.05 10.0 False None None False None False 54610.5 0 3067678 104515 None code29 Providing Coursed rubble masonry (second sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) And as directed by Engineer incharge of work. Cum 4059.3 4059.3 64.21 False None None False None False 260647.653 0 3067679 104515 None code30 Retro-Reflectorised Traffic Signs: Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67:2022. 80 mm x 60 mm rectangular And as directed by Engineer incharge of work. Each 5687.85 5687.85 10.0 False None None False None False 56878.5 0 generalCriterionList
createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1710405470000 1 None None ELIGIBILITY The intending bidder should furnish the copy of the certificate of registration issued by state/ central Govt. None 1710405470000 1 None None ELIGIBILITY The Intending bidder are advised to visit the site of work and also access the tender documents well in advance None 1710405470000 1 None None ELIGIBILITY Conditional tenders will not be accepted None 1710405524000 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 1710405533000 0 None None ELIGIBILITY The TENDER PROCEESING FEE will not be refunded None 1710405539000 0 None None ELIGIBILITY The employer is not responsible for any delay in accessing Karnataka Public Procurement Portal None 1710405546000 0 None None ELIGIBILITY The requisite Earnest Money Deposit (EMD) through ONLINE only with validity from the date of opening of the tender. The tender schedule will be issued to the applicants who make payment through ONLINE only. Tenders received without valid EMD through e- payment will be rejected. Under this section of qualifying criteria the tenderer should furnish capacity details / format None 1710405552000 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 1710405558000 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. Bidders should produce their original documents for verification during office hours related to uploaded documents in e-portal within 3 days of opening of technical Bid None 1710405709000 0 None None ELIGIBILITY Further particulars, if any, required by the bidders can be had from the office of the Executive Engineer CNNL VC Division, Mandya 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 1710405717000 0 None None ELIGIBILITY Defect liability period is FIVE YEARS from the date of completion of the entire work, after issuing of work completion certificate from CNNL None 1710405723000 0 None None ELIGIBILITY Tenderers shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by the Government of Karnataka None 1710405730000 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 1710405736000 0 None None ELIGIBILITY The application made by the firm / company shall be signed by a person holding the power of attorney, in which case the Tenderer should furnish a copy of power of attorney shall be submitted None 1710405744000 0 None None ELIGIBILITY The scanned signature of the bidders / authorized representatives of the bidders shall be attached while uploading the Bid document None 1710405755000 0 None None ELIGIBILITY Necessary certificates should be signed by an officer not below the rank of the Executive Engineer or equivalent competent authority and should be countersigned by the superior officer not below the rank of Superintending Engineer or equivalent competent authority None 1710405761000 0 None None ELIGIBILITY The intending Bidder/firm/company should furnish list of man power available with him for taking up above work None 1710405770000 0 None None ELIGIBILITY The intending Bidder/firm/company shall provide accurate information on the related 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 may result in failure of the application. None 1710405776000 0 None None ELIGIBILITY Tenderer should furnish a copy of the Income Tax Return for the preceding five financial year (2018-19 to 2022-23) None 1710405792000 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 (2018-19 to 2022-23) 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 1710405802000 0 None None ELIGIBILITY The Tenderer should furnish a valid copy of GST Registration Certificate None 1710405808000 0 None None ELIGIBILITY Employees provident fund registration certificate along with copy of recent paid challan is to be furnished. None 1710405819000 0 None None ELIGIBILITY Employees Provident fund Registration Certificatea) 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, CNNL, VC Division, Mandya, 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. b)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 from the contractor. not withstanding the above, the contractor will be liable for any consequential penalty /damages levied by the EPF authorities None 1710405825000 0 None None ELIGIBILITY The intending bidders are advised to visit the site of work before attending the pre- bid meeting and also before submitting the tenders None 1710405831000 0 None None ELIGIBILITY Royalty Recovery from the contractors bill will be made as per Government Circular CI 81/MMN 2014 Bangalore Dt: 05-03-2014 & Circular from the office of Director Mines & Geology Department Dt: 13-03-2014 & Circular from the office of Director Mines & Geology Department Dt: 06.09.2018 further any Orders/Circulars issued by Government of Karnataka from time to time. None 1710405838000 0 None None ELIGIBILITY The rates quoted by the contractor must be excluding GST. 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 1710405844000 0 None None ELIGIBILITY Applicable GST will be paid separately & GST will be deducted as per the prevailing Govt Orders from time to time None 1710405856000 0 None None ELIGIBILITY 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 of time None 1710405862000 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 1710405868000 0 None None ELIGIBILITY The work includes all lead and lift / delift 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 1710405875000 0 None None ELIGIBILITY CNNL Shall engage third party consultants / PMC for quality control assessment as per G.O No.FD 55 Pro.Cell 2004, Bangalore dated17,02,2002, apart from the CNNL quality control and field tests, the contractor should co-operate with both Quality control authorities and the third party None 1710405882000 0 None None ELIGIBILITY Performance security-Within 20 days of receipt of the letter of acceptance, successful tenderer shall deliver to the employer a security deposit in any of the forms given below for an amount equivalent to 5.00percent of the contract price plus additional security for unbalanced tenders (If quoted below) in accordance with the clause 25. 5 of ITT and clause 43 of the conditions of the contract.Cash/ Bankers cheque/ Demand draft/ Payorder/ Bank Guarantee in favour of Executive Engineer,CNNL, VC Division, Mandya payable at Mandya or specified small saving instruments pledged to CNNL, VC Division, Mandya None 1710405891000 0 None None ELIGIBILITY Security Deposit Will be withheld till the expiry of the defect liability period None 1710405898000 0 None None ELIGIBILITY Building and other construction workers welfare cess: 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 / Item rate None 1710405905000 0 None None ELIGIBILITY The contractors should adhere to the accepted action plan submitted by him under any circumstances without linking to the pending payment of the work None 1710405912000 0 None None ELIGIBILITY Tendering by the joint venture will not be entertained None 1710405918000 0 None None ELIGIBILITY Sub leasing /subcontracting in any form is prohibited. Bids of bidders with track record of Sub leasing/subcontracting are liable for rejection None 1710405925000 0 None None ELIGIBILITY The quarries considered are for the estimate purpose only. The intending bidders shall visit the site, identify the quarries, ascertain availability for the quantity and quality of the materials required for the work and shall quote his rates accordingly. No extra claim whatsoever will be entertained in this regard None 1710405932000 0 None None ELIGIBILITY On account of restrictions on sand mining and scarcity of availability of sand, as an alternative the use of manufactured sand (M-sand) confirming to relevant IS specifications may be allowed during the remodeling work None 1710405939000 0 None None ELIGIBILITY The rates includes all leads and lifts and work shall be carried out as per the instruction of Engineer in charge .All specifications are as per relevant IS codes in vogue and Indian Road Congress. The rates for the specification in the Schedule B includes all lead and Lifts irrespective of the distance and height,no extra claim will be entertained for additional lead and lifts None 1710405947000 0 None None ELIGIBILITY The contractor should have capacity of deploying centralized batching plant along with the transit mixture during execution of concrete works for both structures and lining None 1710405954000 0 None None ELIGIBILITY Successful Bidder should submit the PERT Chart at the time of Execution of Agreement None 1710405966000 0 None None ELIGIBILITY Successful bidder should execute work agreement within 20 days from the date of issue of Letter of acceptance, failing which his tender will be cancelled on Risk and Cost basis and his EMD will beforfeited. None 1710405982000 0 None None ELIGIBILITY Related to qualification condition No 2, Idle charges for men & machineries for non-progress period delayed due to any reasons will not be paid None 1710405990000 0 None None ELIGIBILITY As per FD GO dated 26.03.2019, NSIC exemption for EMD is not accepted None 1710405996000 0 None None ELIGIBILITY CNNL reserves the right of rejecting all or any of the tenders without assigning any reasons None 1710406003000 0 None None ELIGIBILITY Typo graphical errors if any will not be the ground for any claims by the contractor None 1710406009000 0 None None ELIGIBILITY The undersigned reserves the right to either postpone or to cancel the entire process of tender None preQualCriterionList None technicalCriterionList
createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None The intending bidder/Firm/company should have mandating satisfactorily completed(at least 90% of work individually executed), as a prime contractor, at least one similar work such as Improvements/Construction of canal works and CD works/construction of Bridges/ Construction of Retaining wall of value not less than 50 % of the amount put to tender i.e. not less than Rs: 1095.00 Lakhs at 2023-24 price level in the preceding last five years. (i.e. 2018-19 to 2022-23), NOTE- The certificates should be obtained from the competent authority that is not below the rank of the Executive Engineer or equivalent rank officer, & should be countersigned by the Superintending Engineer or equivalent rank officer.(The cost of completed works of previous years will be given a weightage of 10% per year based to bring them to 2023-24 level rupee price value). 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 financial year the following minimum quantities of the work. a. Earthwork Excavation /Embankment : 37587.00 cum b. Cement Concrete :14703.00 cum c. steel :278.00 Tonne. note: The criteria above applies to the Individual bidder/Firm/ also. Certificate regarding the same duly signed by an officer not below the rank of the Executive Engineer and countersigned by the superior officer not below the rank of Superintending 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 List of key technical personnel required for the work is as under:.1) Civil Engineer BE Civil with Minimum 5 Years experience 1 Nos. 2) Diploma in Civil Engineering 5 Years Experience 1 Nos Capabilities of Vendor None
createdTs version createdDate modifiedDate documentName None None None None Others -- Authorized letter , degree and Experiance certificates None None None None Availability by owning at least 50 Percent of the required / specified key and critical equipment for this work & the remaining 50 Percent can be deployed own/ lease / hire basis for all works provided, the relevant documents and also should furnish copies of lease agreement of hiring of Machineries/Equipments to be deployed for this work . 1. Self Loading concrete mixter/ Ajax machine -6nos (3 Own, 3 own/Lease/hire). 2. Excavator/JCB -6nos (3 Own, 3 own/Lease/hire) 3. Tippers -8nos (4 Own, 4 own/Lease/hire) 4. Vibratory roller -1nos ( 1 own/Lease/hire) 5.Water Tankers - 4nos (2 Own, 2 own/Lease/hire) 6. Needle vibrator- 10nos (5 Own, 5own/Lease/hire) 10. Compressor Breaker- 1nos (1 own/Lease/hire) And any other machineries required for the satisfactorily completion of the work within the scheduled period Capabilities of Vendor None
createdTs version createdDate modifiedDate documentName None None None None Others -- ownership/lease documents 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 anyone year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress,B- Value, at 2023-24 price level, of existing commitments and on-going works to be completedduring the next 15 months (Period of completion of the works for which tenders are invited) N-Number of years prescribed for completion of the works for which tenders are invited- 15/12 -01 Years 3 months.Note-1The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the employer in charge, not below the rank of an Executive Engineer/ Equivalent. even though the tenderers meet the above criteria they are subject to be qualified if they have a.made misleading or false representation in the forms, statements and attachments submitted in proof of the qualification requirements and b. record of poor performance such as abandoning the works, not properly completing the contract, inordinate delays in completions, litigation history or financial failure and/or c. Participated in the previous tender for the same work and had quoted unreasonably high tender prices and could not furnish rational justification If the bidder / bidders have participated in more than one work, the available tender capacity will be assessed and number works will be awarded as per his available bid capacity 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 The intending bidder/ firm/ company shall furnish details of liquid assets/ availability of credit facilities of not less than the equivalent of the estimated cash flow for 3 months in the peak construction period amounting to Rs. 371.50 Lakhs for meeting the required funds in the form of credit lines/ letter of credit/ certificate from any Nationalized Banks/Scheduled commercial Banks in prescribed format. Financial Status None
createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None The intending bidder/firm/ company / should have achieved in at least two out of last Five financial years (i.e. 2018-19 to 2022-23) (In all classes of civil Engineering construction works only) of value not less than the two times estimated annual payment under this contract, a minimum annual financial turnover of Rs.2970.00 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 tenderCriterionDocumentList
documentName optional documentTypeText Annual Turnover Certificate should be duly certified by CA True Technical Bid KPWD Registration Certificate of class I and above True Technical Bid Line of credit certificate from Scheduled/Nationalized Bank. True Technical Bid Work done Certificate with year wise executed quantity breakup duly certified by The Executive Engineer True Technical Bid Technical person certificates and CV True Technical Bid Tender capacity calculation with existing commitments details True Technical Bid Machineries details True Technical Bid tenderWorkLocationList
tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Canals including Lining and Structures Mandya Madduru Mandya MADDUR Sabbanahalli and Yadaganahalli None None None None None None tenderAddress
createdTs 1710420911000 version 0 createdDate None modifiedDate None blockNumber Chief Engineer, Irrigation(South) Zone, Mysuru street None city Mysore state Karnataka pin 570024 tenderRecallDTO None