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noticeInvitingTenderDTO	createdTs 1706952384036 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 633000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 12-02-2024 16:00:00 tenderQueryClose 12-02-2024 15:00:00 technicalBidOpen 13-02-2024 17:00:00 publishedDate 03-02-2024 20:05:21 publishedByPost CNNL_EE_DIV_KRSMMIP_MLV publishedByUser KPE11278 - BABU KRISHNA DEV C R bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 08-02-2024 16:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Prashant L AEE splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 9886128583 tenderSupplierList None
tenderSchedule	createdTs 1706952384063 version 4 createdDate None modifiedDate None tenderNumber CNNL/2023-24/RD/WORK_INDENT783 title a) Improvements to road from SI Honnalagere to Jogipura village balance work (b) Improvements to 22nd and 23rd distry of HCC and Construction of CTC ch 37th KM of HCC near Agasanapura village (c) Reconstruction of CTC near Antarahalli tank waste weir coming under 24th distry of HCC (d) Improvements to feeder halla for Hullahalli tank and Hullegala tank coming under 24th distry of HCC (e) Improvements to 9th minor of 20th distry of HCC and Hadli tank canal coming under HCC description a) Improvements to road from SI Honnalagere to Jogipura village balance work (b) Improvements to 22nd and 23rd distry of HCC and Construction of CTC ch 37th KM of HCC near Agasanapura village (c) Reconstruction of CTC near Antarahalli tank waste weir coming under 24th distry of HCC (d) Improvements to feeder halla for Hullahalli tank and Hullegala tank coming under 24th distry of HCC (e) Improvements to 9th minor of 20th distry of HCC and Hadli tank canal coming under HCC category WORKS categoryText Works ecv 49785452.26 deptName Cauvery Neeravari Nigam Limited status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 5706 locationName CNNL KRSM and MIP Div Malavalli provisionalAmount 49900000.0 groupOverheadTotal 7594391.02 fileNumber CERNO/387/2023/24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706952384000 0 None None Roads a) Improvements to road from SI Honnalagere to Jogipura village balance work (b) Improvements to 22nd and 23rd distry of HCC and Construction of CTC ch 37th KM of HCC near Agasanapura village (c) Reconstruction of CTC near Antarahalli tank waste weir coming under 24th distry of HCC (d) Improvements to feeder halla for Hullahalli tank and Hullegala tank coming under 24th distry of HCC (e) Improvements to 9th minor of 20th distry of HCC and Hadli tank canal coming under HCC 42191061.24 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2418451 72497 None AEE3KRSM1 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 light jungle Complete with all lead and lifts and as directed by the Engineer in charge. 100 Sqm 412.65 412.65 36.45 False None None False None False 15041.0925 0 2418452 72497 None AEE3KRSM2 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator. Complete with all lead and lifts and as directed by the Engineer in charge. Sqm 5.25 5.25 24055.0 False None None False None False 126288.75 0 2418453 72497 None AEE3KRSM3 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Complete with all lead and lifts and as directed by the Engineer in charge. Cum 517.65 517.65 5844.37 False None None False None False 3025338.1305 0 2418454 72497 None AEE3KRSM4 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material Complete with all lead and lifts and as directed by the Engineer in charge. Cum 2611.35 2611.35 540.0 False None None False None False 1410129.0 0 2418455 72497 None AEE3KRSM5 Wet Mix Macadam (Plant Mix Method)- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Complete with all lead and lifts and as directed by the Engineer in charge. Cum 2686.95 2686.95 789.75 False None None False None False 2122018.7625 0 2418456 72497 None AEE3KRSM6 Prime Coat over WMM/WBM- Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning with mechanical Broom of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Complete with all lead and lifts and as directed by the Engineer in charge. Sqm 43.05 43.05 5062.5 False None None False None False 217940.625 0 2418457 72497 None AEE3KRSM7 Tack coat on Granular surface treated with primer- Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Complete with all lead and lifts and as directed by the Engineer in charge. Sqm 14.7 14.7 5062.5 False None None False None False 74418.75 0 2418458 72497 None AEE3KRSM8 Bituminous Macadam Grading - I for traffic 20 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 @ 3.3% 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 with all lead and lifts and as directed by the Engineer in charge. Cum 7835.1 7835.1 253.13 False None None False None False 1983298.863 0 2418459 72497 None AEE3KRSM9 Tack coat on Bituminous surface- Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. Complete with all lead and lifts and as directed by the Engineer in charge. Sqm 12.6 12.6 5062.5 False None None False None False 63787.5 0 2418460 72497 None AEE3KRSM10 Bituminous Concrete Grading I for traffic 20 MSA- C.Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 Complete with all lead and lifts and as directed by the Engineer in charge. Cum 11157.3 11157.3 126.56 False None None False None False 1412067.888 0 2418461 72497 None AEE3KRSM11 Providing and fixing of typical 'Citizen Information Board A" as per specifications and drawing. Two ACP Sheet of 4mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of Ms plate of 5mm thick.Supported on frame post of 2 no's of MS Suare hallow section 75mmx75mmx6mm which is duly embedded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level.All MS will be stove enameled on both the sides.All sections of framed posts,MS sheet and Stell tubes will be painted with primer and two coats of epoxy paint as per drwing etc..Retro-Reflective Sheet as per IRC 67 fixted over a two no's of Aluminum composite material(ACP) sheeting of size 900x750mm of 4mm thick duly bolted/reveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges charges necessary for satisfactory completion of work as per directed by engineer incharge. (i) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (ii) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in t.485777/2019/Dir(Tech) 7 Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 Complete with all lead and lifts and as directed by the Engineer in charge. No 22589.7 22589.7 1.0 False None None False None False 22589.7 0 2418462 72497 None AEE3KRSM12 Clearing and grubbing land including uprooting rank vegetable grass,bushes, shrubs, saplings and trees upto 300mm girth by manual means, in areas of light jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials from road boundary etc, including cost of labour charges all lead and lift, etc. Complete with all lead and lifts and as directed by the Engineer in charge. Sqm 18.9 18.9 12682.5 False None None False None False 239699.25 0 2418463 72497 None AEE3KRSM13 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 with all lead and lifts and as directed by the Engineer in charge. Cum 107.1 107.1 2165.87 False None None False None False 231964.677 0 2418464 72497 None AEE3KRSM14 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to Complete with all lead and lifts and as directed by the Engineer in charge.. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. Cum 6288.45 6288.45 601.6 False None None False None False 3783131.52 0 2418465 72497 None AEE3KRSM15 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 with all lead and lifts and as directed by the Engineer in charge. Canal and allied works. Tonne 94510.5 94510.5 68.62 False None None False None False 6485310.51 0 2418466 72497 None AEE3KRSM16 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to Complete with all lead and lifts and as directed by the Engineer in charge. Mix 1:2:4 (M15) using 20 mm nominal size graded crushed coarse aggregate Cum 7060.41 7060.41 42.26 False None None False None False 298372.9266 0 2418467 72497 None AEE3KRSM17 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to Complete with all lead and lifts and as directed by the Engineer in charge. M20 Using 20 mm nominal size graded crushed coarse aggregate. Cum 6971.11 6971.11 1791.68 False None None False None False 12489998.3648 0 2418468 72497 None AEE3KRSM18 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 other ancillary complete. Complete with all lead and lifts and as directed by the Engineer in charge. Cum 654.15 654.15 2508.93 False None None False None False 1641216.5595 0 2418469 72497 None AEE3KRSM19 Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift service gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting brackets, guide rollers, ballast blocks, teflon claded rubber seals etc., with all accessories for river sluice /canal sluice vent including cost of all materials,machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats cold applied coal tar epoxy paint, seal fixing etc., Complete with all lead and lifts and as directed by the Engineer in charge. packing / forwarding charges for other materials. 1. Wt of 1 gate in tonnes ( including ballast) = 0.0888 ( Lx H x h ) 0.659 Where ( L ) is length = Clear vent opening in m + 0.70 m. ( H ) is height of gate in m = Clear vent height in m + 0.30 m ( h ) is head of water above sill of gate in m = FRL - Sill level 2. Quantity of structural steel = 47.5 % of computed weight of 1 gate.( Item No 6.12 Page No 76 of Vol 4 Common SR 2023-24 ) Tonne 154875.0 154875.0 0.12 False None None False None False 18585.0 0 2418470 72497 None AEE3KRSM20 Design, fabrication, supply, erection, testing and commissioning of adequate capacity screw type hoist consisting of supporting structure, platform, railing, ladder etc., with all accessories for operating canal escape / regulator gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., Complete with all lead and lifts and as directed by the Engineer in charge. packing / forwarding charges for other materials. 1. Capacity of hoist in t with 25 % reserve capacity =2.50 x Wt of gate. capacity ( Hoist capacity shall be rounded off to next 1 tonne ) Weight of hoist with all accessories: 300 kg per tonne capacity of hoist 2. Quantity of structural steel = 61.2 % of computed weight for 1 hoist. Tonne Capacity 50085.0 50085.0 0.29 False None None False None False 14524.65 0 2418471 72497 None AEE3KRSM21 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 with all lead and lifts and as directed by the Engineer in charge. Cum 497.7 497.7 150.0 False None None False None False 74655.0 0 2418472 72497 None AEE3KRSM22 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. A-By Manual Means-(ii)-Grading-I (53 mm to 22.4 mm), (a) Using Screening Crushable type such as Moorum or Gravel. Complete with all lead and lifts and as directed by the Engineer in charge. Cum 2272.2 2272.2 855.01 False None None False None False 1942753.722 0 2418473 72497 None AEE3KRSM23 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. A-By Manual Means-(ii)-Grading-II (53 mm to 22.4 mm), (a) Using Screening Crushable type such as Moorum or Gravel. Complete with all lead and lifts and as directed by the Engineer in charge. Cum 2575.65 2575.65 1264.23 False None None False None False 3256213.9995 0 2418474 72497 None AEE3KRSM24 Providing rubble and sand filling in layers of 250 to 300 mm including cost of all materials,machinery, labour, watering, ramming and all other ancillary operations Complete with all lead and lifts and as directed by the Engineer in charge. Cum 2205.0 2205.0 48.58 False None None False None False 107118.9 0 2418475 72497 None AEE3KRSM25 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to Complete with all lead and lifts and as directed by the Engineer in charge. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates. Cum 6463.8 6463.8 75.66 False None None False None False 489051.108 0 2418476 72497 None AEE3KRSM26 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to Complete with all lead and lifts and as directed by the Engineer in charge. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6985.44 6985.44 30.0 False None None False None False 209563.2 0 2418477 72497 None AEE3KRSM27 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to Complete with all lead and lifts and as directed by the Engineer in charge. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 7433.05 7433.05 54.75 False None None False None False 406959.4875 0 2418478 72497 None AEE3KRSM28 Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete 300mm thick. Complete with all lead and lifts and as directed by the Engineer in charge. Sqm 477.75 477.75 60.75 False None None False None False 29023.3125 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706952385000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706952385000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706952385000 1 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1706952426000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of KPPP portal due to internet connectivity issues and technical glitches at bidders end. None 1706952431000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1706952434000 0 None None ELIGIBILITY The under signed reserves the right to either postponed or to cancel the entire process of the tender None 1706952440000 0 None None ELIGIBILITY If CNNL wishes to engage Third party consultant for Quality control assessment, apart from the CNNL quality control and field tests, the contractor should cooperate with both quality control authorities and third party. None 1706952444000 0 None None ELIGIBILITY Defect liability period will be FIVE YEARS from the date of satisfactory completion of work. None 1706952449000 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 1706952453000 0 None None ELIGIBILITY The Tender processing fee shall not be refundable None 1706952456000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1706952462000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None 1706952468000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Executive Engineer reserves the right to verify the documents before approval. None 1706952473000 0 None None ELIGIBILITY The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons None 1706952478000 0 None None ELIGIBILITY In the case of the death of the contractor after executing the agreement / commencement of the work, his legal heir, if is an eligible registered contractor and is willing can execute and compete the work at the accepted tender rates irrespective of the cost of the work None 1706952485000 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 1706952497000 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 1706952634000 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 1706952651000 0 None None ELIGIBILITY The contractors assessed available tender capacity will be calculated as per the clause 3.6 of STD tender document attached None 1706952655000 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 1706952659000 0 None None ELIGIBILITY All precautions should be taken by the contractor so that there are no damages to such public/ private properties None 1706952663000 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 1706952666000 0 None None ELIGIBILITY Contractor should follow strictly the prevailing rules of labour act None 1706952670000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the KRSM & MIP Division, Malavalli 571 430, during office hours on all working days None 1706952674000 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 1706952678000 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 1706952709000 0 None None ELIGIBILITY Amount put to tender includes cost of cement, Steel and other materials and labour charges None 1706952712000 0 None None ELIGIBILITY The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents KW-4 None 1706952717000 0 None None ELIGIBILITY Contractors should be registered as KPWD Class II & above Civil Contractor None 1706952720000 0 None None ELIGIBILITY If the rate(s) quoted by tenderer for any item(s) of work is are below the estimated rates of the Department, then the contractor shall furnish an additional performance security in the form of Bank Guarantee for an amount equivalent to the difference between the cost as per quoted rate and the estimated rates. In case of contractor quoting rate above 125% of the estimated rates, then the amount over and above 125% will be withheld during the progress of work None 1706952724000 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 1706952816000 0 None None ELIGIBILITY Even if the Tenderers meet the above criteria they shall be immediately disqualified if they found to have Made misleading or false representations in the forms statements and attachment submitted in proof of qualification requirements and or A record of poor performance such as but not limited to adandoning the works not properly completing the contract inordinate delays in completion Litigation history Financial failures and or None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None The bidder/Firm/company should have satisfactorily completed(at least 90% of the contract value), as a prime contractor, at least one similar work such as Construction / Improvements to Asphalt roads and CD Works of value not less than Rs.211.00 Lakhs at 2023-24 price level in the preceding last five years. (i.e. 2018-19 to 2022-23), NOTE-1.the financial figures mentioned above is at 2023-24 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 Work done Certificate issued by Executive Engineer should be Uploaded 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.GSB : 432.00 cum b.WBM/WMM 2327.00 cum. c.BM/BC/SDBC :304.00 cum d. PCC/RCC Cement Concrete of all grade :2077.00 cum e.Steel 55.00 tonne. note: work done certificates with year wise break up of quantities duly signed by an officer not below the rank of 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 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 (commitment agreements etc.) for availability for this work are furnished. 1.Tipper - 2 nos (1 Own, 1 own/ Lease/ hire), 2. Excavator- 2nos (1 Own, 1 own/ Lease/ hire) 3. Concrete mixer - 2nos (1 Own, 1 own/Lease/hire), 4. Road Roller -2nos (1 Own, 1 own/Lease/hire). 5. Motor Grader -2nos (1 Own, 1 own/Lease/hire) 6. Vibratory Roller -2nos (1 Own, 1 own/Lease/hire) 7. Mechanical Paver Finisher-1no (1 Own/Lease/hire) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- ownership/lease documents 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) a minimum annual financial turnover of Rs.844.00 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 None None None None The bidder / firm/company should furnish details of liquid assets and or availability of credit facilities of Rs. 127.00 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 Others -- Line of credit from bank None None None None Assessed available tender capacity criteria as mentioned in bid document Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Assessed available tender capacity criteria as mentioned in bid document 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 Others key personals createdTs version createdDate modifiedDate documentName None None None None Others -- Authorized letter , degree and Experiance certificates None None None None Not applicable Others Not Applicable createdTs version createdDate modifiedDate documentName None None None None Others -- Not applicable None None None None Not applicable Others Not Applicable createdTs version createdDate modifiedDate documentName None None None None Others -- Not applicable None None None None Not applicable Others Not applicable createdTs version createdDate modifiedDate documentName None None None None Others -- Not applicable None None None None List of existing commitments and ongoing works Others List of existing commitments and ongoing works createdTs version createdDate modifiedDate documentName None None None None Others -- List of existing commitments and ongoing works None None None None List of works for which tenders already submitted Others List of works for which tenders already submitted createdTs version createdDate modifiedDate documentName None None None None Others -- List of works for which tenders already submitted None None None None Not Applicable Others Not Applicable createdTs version createdDate modifiedDate documentName None None None None Others -- Not Applicable None None None None Not Applicable Others Not Applicable createdTs version createdDate modifiedDate documentName None None None None Others -- Not Applicable None None None None Not Applicable Others Not Applicable createdTs version createdDate modifiedDate documentName None None None None Others -- Not Applicable None None None None Not Applicable Others Not Applicable createdTs version createdDate modifiedDate documentName None None None None Others -- Not Applicable None None None None Not Applicable Others Not Applicable createdTs version createdDate modifiedDate documentName None None None None Others -- Not Applicable
tenderCriterionDocumentList	documentName optional documentTypeText PWD Registration Certificate True Technical Bid Audited Annual Financial Turnover Certificate of last Five years True Technical Bid work done Certificate along with year-wise & item-wise breakup of quantities True Technical Bid Assessed Tender Bid Capacity True Technical Bid Details of ownership, lease /hire certificates of machineries True Technical Bid Banker certificate True Technical Bid Similar nature of work done certificates True Technical Bid Details of works on hand signed by Executive engineer. True Technical Bid Other documents as per the tender condition True Technical Bid Technical Key Persons True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Roads Mandya Malavalli Mandya MALAVALLI (SC) SI Honnalagere village Agasanapura village hullahalli village hadli village None None None None None None
tenderAddress	createdTs 1706969812000 version 0 createdDate None modifiedDate None blockNumber O/o Chief Engineer, Irrigation (s), Mysore street None city Mysore state Karnataka pin 570004
tenderRecallDTO	None