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noticeInvitingTenderDTO	createdTs 1722059065814 version 6 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 750000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 12-08-2024 16:00:00 tenderQueryClose 03-08-2024 16:00:00 technicalBidOpen 13-08-2024 16:05:00 publishedDate 01-08-2024 11:20:14 publishedByPost CNNL_EE_DIV_HRBC2_HNS publishedByUser KPE11717 - MANJUNATH BASAVEGOWDA bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 01-08-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Executive Engineer splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08222252211 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1722059065850 version 5 createdDate None modifiedDate None tenderNumber CNNL/2024-25/IW/WORK_INDENT1915 title Repairs to Tank bund causeway head sluice at Kannikere in kanagal village, Shamannana katte,Hunasekatte in Benagal village, canal from ch 0.70km to 4.50km in dy 9 and Canal Service Road from Ch.77.300 to 79.500Km reconstruction of catch water drain CD works of HRBC Improvements to road from Vaddarahalli village to Kotthavalli village and Repairs to Canal of Dy.16 at Ch.4.150km 1.90Km and Sub Dy.01 at Ch.0.50Km Dy.38 at Ch.4.50km of PLIC damaged due to heavy rain in Periyapatna taluk description Repairs to Tank bund causeway head sluice at Kannikere in kanagal village, Shamannana katte,Hunasekatte in Benagal village, canal from ch 0.70km to 4.50km in dy 9 and Canal Service Road from Ch.77.300 to 79.500Km reconstruction of catch water drain CD works of HRBC Improvements to road from Vaddarahalli village to Kotthavalli village and Repairs to Canal of Dy.16 at Ch.4.150km 1.90Km and Sub Dy.01 at Ch.0.50Km Dy.38 at Ch.4.50km of PLIC damaged due to heavy rain in Periyapatna taluk category WORKS categoryText Works ecv 49831354.57 deptName Cauvery Neeravari Nigam Limited status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 5707 locationName CNNL No 2 HRBC Div Hunsur provisionalAmount 49900000.0 groupOverheadTotal None fileNumber CER126/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1722059066000 0 None None Irrigation and Other Works Reconstruction of Damaged waste weir Causeway tank sluice tank bund, Repairs to the service road of Kannikere in Kanagalu Village Hunase katte shamannanakere in Chennakal Kaval village and from Ch.77.300 to 79.500Km Reconstruction of Catch water drain CD works of HRBC Improvements to road from Vaddarahalli village to Kotthavalli village and Canal of Dy.16 at Ch.4.150km, 1.900Km and Sub Dy.01 at Ch.0.500 Km and Dy.38 at Ch.4.500 km of PLIC damaged due to heavy rain in Periyapatna taluk. 49831354.57 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3632930 132112 None 001 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. etc as per the the direction of Engineer incharge of the work. 100 Sqm 599.68 599.68 275.3 False None None False None False 165091.904 0 3632931 132112 None 002 De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/ formation of Embankment or as directed including cost of all machinery, labour & all necessary works as directed and complete as per specification. etc as per the direction of Engineer incharge of the work. Cum 116.47 116.47 1631.1 False None None False None False 189974.217 0 3632932 132112 None 003 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. Cement Concrete Grade M-15 & M-20 etc as per the direction of Engineer incharge of the work . Cum 890.84 890.84 32.25 False None None False None False 28729.59 0 3632933 132112 None 004 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting &stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m etc as per the direction of Engineer incharge of the work . Cum 126.38 126.38 5760.65 False None None False None False 728030.947 0 3632934 132112 None 005 Providing rubble / boulder and sand filling behind abutment and return walls in layers including cost of all materials, labour, watering,ramming and all other ancillary operations complete etc as per the direction of Engineer incharge of the work . Cum 2734.47 2734.47 97.43 False None None False None False 266419.4121 0 3632935 132112 None 006 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. 2.1.3 Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates etc as per the direction of Engineer incharge of the work . Cum 7420.37 7420.37 493.01 False None None False None False 3658316.6137 0 3632936 132112 None 007 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. f.Canal & Allied Works etc as per the direction of Engineer incharge of the work .t t 111522.39 111522.39 30.37 False None None False None False 3386934.9843 0 3632937 132112 None 008 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc as per the direction of Engineer incharge of the work . Cum 9345.6 9345.6 131.37 False None None False None False 1227731.472 0 3632938 132112 None 009 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. 2.4.1 Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates etc as per the direction of Engineer incharge of the work . Cum 8539.09 8539.09 529.92 False None None False None False 4525034.5728 0 3632939 132112 None 010 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.A. Boulder Laid Dry Without Wire Crates etc as per the direction of Engineer incharge of the work. Cum 2368.97 2368.97 112.5 False None None False None False 266509.125 0 3632940 132112 None 011 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 etc as per the direction of Engineer incharge of the work. Cum 2368.97 2368.97 20.25 False None None False None False 47971.6425 0 3632941 132112 None 012 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Item No. 2.4.2, Pg No 16, Vol-1) etc as per the direction of Engineer incharge of the work. Cum 7834.2 7834.2 673.06 False None None False None False 5272886.652 0 3632942 132112 None 013 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications (For Drain Bed/raft). 2.4.2 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc as per the direction of Engineer incharge of the work. Cum 8207.25 8207.25 181.95 False None None False None False 1493309.1375 0 3632943 132112 None 014 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarseaggregates (for drain walls) etc as per the direction of Engineer incharge of the work. Cum 10445.6 10445.6 89.1 False None None False None False 930702.96 0 3632944 132112 None 015 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ( Vol -3, I.No: 3.7 of P-17 of PWD SR for 2023-24) etc as per the direction of Engineer incharge of the work. Cum 130.1 130.1 3990.53 False None None False None False 519167.953 0 3632945 132112 None 016 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work etc as per the direction of Engineer incharge of the work. Cum 587.29 587.29 14136.6 False None None False None False 8302283.814 0 3632946 132112 None 017 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 i. Grading-I (63 mm to 45 mm) a) Using Screening Crushable type such as Moorum or Gravel etc as per the direction of Engineer incharge of the work. Cum 3126.0 3126.0 554.06 False None None False None False 1731991.56 0 3632947 132112 None 018 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.(ii) Grading-II (53 mm to 22.4 mm) (a) Using Screening Crushable type such as Moorum or Gravel etc as per the direction of Engineer incharge of the work. Cum 3039.27 3039.27 554.06 False None None False None False 1683937.9362 0 3632948 132112 None 019 Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift gate ( with top seal ) consisting of skin plate, siffeners, horizontal and vertical girders, wheels, guide rollers, rubber seals with all accessories for canal escape / regulator vent including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing and all other ancillary operations complete as per specifications and approved drawings. Note: 1. Weight of 1 gate in tonnes = 0.0888 ( L2 x H x h )0.659 Where ( L ) is length = Clear vent width in m + 0.50 m. ( H ) is height of gate in m = Clear vent height in m + 0.20 m ( h ) is head of water above sill of gate in m = FSL - Sill level 2. Quantity of structural steel = 92.1 % of computed weight for 1 gate etc as per the direction of Engineer incharge of the work. Tonne 218683.5 218683.5 1.86 False None None False None False 406751.31 0 3632949 132112 None 020 Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossings and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications.- 600mm dia etc as per the direction of Engineer incharge of the work. m 2361.53 2361.53 45.0 False None None False None False 106268.85 0 3632950 132112 None 021 Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with all other ancillary operations complete.complete with all lead and lifts.etc as per the direction of Engineer incharge of the work. ( Vol-4 Part-2 , I.No: 8.3 of P-101 of MI SR for 2023-24) Sqm 11.65 11.65 15000.0 False None None False None False 174750.0 0 3632951 132112 None 022 Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete. complete with all lead and all lifts.( Vol-4 Part-1, I.No: 8.24.1 of P-104 of WRD SR for 2023-24) Cum 353.12 353.12 2261.25 False None None False None False 798492.6 0 3632952 132112 None 023 Providing hearting embankment for breached / damaged portion of canal using selected approved impervious soil 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 with all other ancillary operations complete etc as per the direction of Engineer incharge of the work. ( Vol -4, I.No: 8.17.1 of P-103 of PWD SR for 2023-24) Cum 678.97 678.97 36.0 False None None False None False 24442.92 0 3632953 132112 None 0024 Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with initial all leads and lifts etc as per the direction of Engineer incharge of the work.( Vol 4, I.No: 3.27 of P-51 of WRD SR for 2023-24) Cum 10252.73 10252.73 196.01 False None None False None False 2009637.6073 0 3632954 132112 None 025 Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with initial all leads and lifts etc as per the direction of Engineer incharge of the work.( Vol 4, I.No: 3.27 of P-51 of WRD SR for 2023-24) Cum 7515.77 7515.77 71.51 False None None False None False 537452.7127 0 3632955 132112 None 026 Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from borrow area including cost of all materials, labour, machinery, spreading soil in layers of thickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile and all other ancillary operations complete. complete with all lead and lifts etc as per the direction of Engineer incharge of the work.( Vol 4, I.No: 3.20 of P-50 of WRD SR for 2023-24) Cum 898.28 898.28 147.9 False None None False None False 132855.612 0 3632956 132112 None 027 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work etc as per the direction of Engineer incharge of the work. (Item No. 1.12, Pg No 8, Vol-1) Cum 117.71 117.71 3328.1 False None None False None False 391750.651 0 3632957 132112 None 028 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.1200 mm Dia etc as per the direction of Engineer incharge of the work. m 10438.58 10438.58 37.5 False None None False None False 391446.75 0 3632958 132112 None 029 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 etc as per the direction of Engineer incharge of the work. Cum 3013.25 3013.25 240.0 False None None False None False 723180.0 0 3632959 132112 None 030 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 etc as per the direction of Engineer incharge of the work. Cum 3170.6 3170.6 342.0 False None None False None False 1084345.2 0 3632960 132112 None 031 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 andcompacted to meet requirement of table No. 300-2 etc as per the direction of Engineer incharge of the work. Cum 610.83 610.83 187.5 False None None False None False 114530.625 0 3632961 132112 None 032 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2using mechanical means etc as per the direction of Engineer incharge of the work. Sqm 50.8 50.8 2280.0 False None None False None False 115824.0 0 3632962 132112 None 033 Providing and laying Bituminous Macadam with 40/60 tphcapacity 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 etc as per the direction of Engineer incharge of the work. Cum 9245.42 9245.42 112.5 False None None False None False 1040109.75 0 3632963 132112 None 034 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broom etc as per the direction of Engineer incharge of the work. Sqm 14.87 14.87 2250.0 False None None False None False 33457.5 0 3632964 132112 None 035 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision etc as per the direction of Engineer incharge of the work. Cum 12578.33 12578.33 56.25 False None None False None False 707531.0625 0 3632965 132112 None 036 Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 etc & complete lead and lift as per the direction of engineer in charge. m 30.98 30.98 900.0 False None None False None False 27882.0 0 3632966 132112 None 037 Supplying S&S 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 S&S 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 etc as per the direction of Engineer incharge of the work. m 3890.46 3890.46 30.0 False None None False None False 116713.8 0 3632967 132112 None 038 Providing and constructing UCR stone masonry with approved rubble stones in CM including cost of materials, machinery, labour, ramps, cleaning, packing mortar, wedging stone chips, curing etc., complete with all leads and lifts. (For Dam and Allied works) Cum 7663.22 7663.22 844.15 False None None False None False 6468907.163 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1722059067000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1722059067000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1722059067000 1 None None ELIGIBILITY EMD and Tender processing fee shall be paid through e-Payment using the following four modes of Payment a) Credit card payment b) Direct debit payment c) National electronic fund transfer d) Over the Counter (OTC) e) e-Bank Guarantee None 1722059067000 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 1722059067000 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 1722059107000 0 None None ELIGIBILITY Sub-leasing/G.P.A. of work is prohibited None 1722059428000 0 None None ELIGIBILITY The intending bidder should furnish the certificate of registration in KPWD/CPWD Class-II & above None 1722059438000 0 None None ELIGIBILITY The tenderer 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 e-Procurement portal due to internet connectivity issues and technical glitches. None 1722059447000 0 None None ELIGIBILITY Conditional tenders will be rejected None 1722059461000 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 1722059472000 0 None None ELIGIBILITY The tender processing fee will neither be refunded nor will be transferred to other works None 1722059483000 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 1722059494000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Government orders None 1722059502000 0 None None ELIGIBILITY Amount put to tender includes cost of cement, Steel and other materials and labour charges. The rates quoted must also be inclusive of Sales Tax, Excise Duty Royalty Octroi Quarry fee etc No extra payment on this account will be entertained None 1722059510000 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 1722059519000 0 None None ELIGIBILITY One percent (1%) of the bill amount of the successful tenderer will be deducted towards the construction labour welfare fund as per Government Order LD/300/LET/2006 Bangalore dated 01-01-2007 and Government letter No. PW / 134 / BMS / 2007 dated 27-07-2007 None 1722059528000 0 None None ELIGIBILITY The work includes all lead and lift and work shall be carried out as per the instructions of the Engineer-in-Charge of the work. The rates in the schedule-B include all lead and lift irrespective of distance and height. No extra charges will be paid for additional lead and lift None 1722059536000 0 None None ELIGIBILITY The validity period for EMD shall be minimum valid for 45 days beyond the validity period of tender None 1722059547000 0 None None ELIGIBILITY Any necessary documents can be uploaded in spaces provided for general documents in upload document section None 1722059562000 0 None None ELIGIBILITY The Defects Liability Period for this work is 3 years from the date of completion of work. None 1722059571000 0 None None ELIGIBILITY If the rates quoted by tenderer for any items 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 1722059579000 0 None None ELIGIBILITY No quarries are approved by CNNL for materials None 1722059586000 0 None None ELIGIBILITY Contractors should have to upload the scanned copy of all necessary qualification documents and submit the original documents/certificate duly attested by notary for verification during the tender evaluation None 1722059597000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder None 1722059605000 0 None None ELIGIBILITY The rates quoted by the contractor must be inclusive of all Taxes, etc., (including 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 1722059612000 0 None None ELIGIBILITY GST will be deducted as per the prevailing the government order from time to time in running bill Increase in GST shall not be paid in extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension None 1722059623000 0 None None ELIGIBILITY If Nigama wishes to engage third party inspecting agency for the said work, apart from the Quality Control authorities and field tests of the Nigama and Contractor, then the contractor should co-operate with the third-party test and Quality Control authorities None 1722059632000 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 1722059647000 0 None None ELIGIBILITY Necessary work experience certificate issued by the competent authority not below the rank of Executive Engineer, indicating the name/items of work executed, date of commencement, date of completion and the total cost of work executed shall be enclosed to the tender. Certificate should be obtained from the officer not below the rank of Executive Engineer and counter signed by the Superintending Engineer of the concerned Circle shall be furnished Tenders without these details are liable for disqualification. None 1722059760000 0 None None ELIGIBILITY Further details and information, if any, required can be had from the Office of the Executive Engineer, No.2 HRBC Division Hunsur on all working days during office hours. If any of the dates mentioned above happens to be a General Holiday, the next working day will hold good in lieu of the date mentioned None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None List of Financial Resources with Certificates None None None None None None The intending bidder / firm / company should have satisfactorily completed (at least 90% of the contract value) as prime contractor, at least one similar work such as Improvements to Tank / lake of value not less than Rs.250.00 Lakhs Note: Certificate in this regard from an officer not below the rank of the Executive Engineer and counter signed by the Superintending Engineer of the concerned Circle to be enclosed 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 satisfactorily completed following quantity of work in any one of the years (for a continuous period of 12 months) in last five financial years 1) Earth Work Excavation/ Embankment-22790 Cum 2) In-situ Concrete-1893 Cum 3) Reinforcement Steel-26 tonnes 4) WBM/WMM-886 cum 5) BM-90 cum 6) SDBC-46 cum 7) Revetment/Pitching/UCRS-676 cum Note: Certificate in this regard from an officer not below the rank of the Executive Engineer and counter signed by the Superintending Engineer of the concerned Circle to be enclosed Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None The intending bidder should furnish the certificate of registration in KPWD/CPWD Class-II & above Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None The intending bidder/firm/company should furnish details of ownership/lease certificates of the following minimum requirement of machineries for the works 1) Excavator-2nos 2) Concrete Mixer-2nos 3) Tipper-2nos 4) Vibratory/ Compactor Roller-2nos 5) Tanker-2nos Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Requirement of Machineries None None None None List of key technical personnel required for the above work is as under Sl No. Category Qualification and Experience No. of persons to be deployed 1) Civil Engineer BE (Civil) with Min.5 Year Experience-1no 2) Civil Engineer Diploma (Civil) with Min.3 Year Experience -1no Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Technical personnel required None None None None The intending bidder / firm / company should have achieved in at least two financial years in the last five years i.e. 2019-20 to 2023-24 an average annual financial turnover (in all classes of civil engineering construction works only) of Rs.997.00 Lakhs NOTE: Turnover certificate duly audited by Chartered accountant should be Uploaded Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Bid Capacity 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 N- Number of years 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 next 180 days Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Bid Capacity None None None None The intending bidder/firm/company shall furnish details of liquid assets and or availability of credit facilities of not less the amount Rs.150.00 Lakhs for meeting the required funds in the form of credit lines / line of credit / certificate from Nationalized / Scheduled Bank Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText KPWD Registration Certificate Class II &above True Technical Bid Annual Financial Turnover Certificate from CA with UDIN and ITR of last five years 2019-20 to 2023-24 True Technical Bid Existing commitments and on-going works 2019-20 to 2023-24 True Technical Bid Assessed available tender capacity 2019-20 to 2023-24 True Technical Bid Similar Work Done Certificate True Technical Bid Line of credit/certificates from scheduled Nationalized banks True Technical Bid Details of ownership, lease/hire certificates of machines True Technical Bid Details of Key personnels True Technical Bid The intending bidder should furnish the certificate of registration in KPWD/CPWD Class-II & above True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1722419344000 version 0 createdDate None modifiedDate None blockNumber O/O the Chief Engineer Irrigation South CNNL Mysore street None city Mysore state Karnataka pin 570001
tenderRecallDTO	None