createdTs	None
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noticeInvitingTenderDTO	createdTs 1719838504538 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1230.00 emd 82000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 16-07-2024 17:00:00 tenderQueryClose 15-07-2024 17:00:00 technicalBidOpen 18-07-2024 10:30:00 publishedDate 01-07-2024 19:12:49 publishedByPost DUDC_EE1_BGV publishedByUser KPE12048 - VITTAL S TADASALUR bidValidityPeriod 180 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson VS Tadasalur Executive Engineer splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 9480037328 mobileNumber 9480037328 tenderSupplierList None
tenderSchedule	createdTs 1719838504571 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/RD/WORK_INDENT18936 title Construction of Road and Drain in Vivekananda Nagar at TP PEERNAWADI limits of Belagavi District under Chief Minister Amrut Nagarothana (Municipality) Phase - 4 Project description Construction of Road and Drain in Vivekananda Nagar at TP PEERNAWADI limits of Belagavi District under Chief Minister Amrut Nagarothana (Municipality) Phase - 4 Project category WORKS categoryText Works ecv 4917000.00 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2213 locationName DMA District Urban Development Cell Belagavi provisionalAmount 4917000.0 groupOverheadTotal 795923.62 fileNumber DUDC/BGM/5CR/2024-25/04
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1719838505000 0 None None Roads Construction of Road and Drain in Vivekananda Nagar at TP PEERNAWADI limits of Belagavi District under Chief Minister Amrut Nagarothana (Municipality) Phase - 4 Project 4121076.38 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3429347 121514 None code01 Clearing and Grubbing Road Land 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 Per 100 412.65 412.65 6.36 False None None False None False 2624.454 0 3429348 121514 None code02 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.-In all kinds of soils upto 300 mm depth) Cum 99.75 99.75 119.475 False None None False None False 11917.63125 0 3429349 121514 None code03 Compacting original ground supporting embankmentLoosening, 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. Cum 105.0 105.0 79.65 False None None False None False 8363.25 0 3429350 121514 None code04 Embankment from Barrow MaterialsConstruction 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. Cum 497.7 497.7 79.65 False None None False None False 39641.805 0 3429351 121514 None code05 Construction of granular sub-base using crusher run spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 PWD Common CSR 2023-24 Volume 3 (P No: 23 I.No:4.3) Cum 2476.95 2476.95 79.65 False None None False None False 197289.0675 0 3429352 121514 None code06 Construction of Subgrade and Earthen ShouldersConstruction 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 Cum 517.65 517.65 70.8 False None None False None False 36649.62 0 3429353 121514 None code07 Dry Lean Cement Concrete Sub- baseConstruction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. Cum 5166.0 5166.0 79.65 False None None False None False 411471.9 0 3429354 121514 None code08 Pavement Quality Concrete using paver - M40 GradeConstruction of M40 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing Per 100 9514.05 9514.05 159.3 False None None False None False 1515588.165 0 3429355 121514 None code09 Excavation Mechanical Means Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 105.06 105.06 169.92 False None None False None False 17851.7952 0 3429356 121514 None code10 Levelling Course - M10 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwor shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6403.51 6403.51 17.7 False None None False None False 113342.127 0 3429357 121514 None code11 TMT for All Structures 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 Kg 81381.33 81381.33 2.77 False None None False None False 225426.2841 0 3429358 121514 None code12 Concrete for Sub Structure Works 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6512.69 6512.69 35.4 False None None False None False 230549.226 0 3429359 121514 None code13 Concrete for Super Structure Works Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6828.9 6828.9 7.08 False None None False None False 48348.612 0 3429360 121514 None code14 Form work as per Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Percentage 2390.11 2390.11 35.4 False None None False None False 84609.894 0 3429361 121514 None code15 Form work as per Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Percentage 1302.53 1302.53 7.08 False None None False None False 9221.9124 0 3429362 121514 None code16 Clearing and Grubbing Road Land 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 Per 100 412.65 412.65 2.52 False None None False None False 1039.878 0 3429363 121514 None code17 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.-In all kinds of soils upto 300 mm depth) Cum 99.75 99.75 47.24 False None None False None False 4712.19 0 3429364 121514 None code18 Compacting original ground supporting embankment 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. Cum 105.0 105.0 31.5 False None None False None False 3307.5 0 3429365 121514 None code19 Embankment from Barrow Materials 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. Cum 497.7 497.7 31.5 False None None False None False 15677.55 0 3429366 121514 None code20 Construction of granular sub-base using crusher run spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 PWD Common CSR 2023-24 Volume 3 (P No: 23 I.No:4.3) Cum 2476.95 2476.95 31.5 False None None False None False 78023.925 0 3429367 121514 None code21 Construction of Subgrade and Earthen Shoulders 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 Cum 517.65 517.65 28.0 False None None False None False 14494.2 0 3429368 121514 None code22 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. Cum 5166.0 5166.0 31.5 False None None False None False 162729.0 0 3429369 121514 None code23 Pavement Quality Concrete using paver - M40 Grade Construction of M40 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing Sqm 9514.05 9514.05 63.0 False None None False None False 599385.15 0 3429370 121514 None code24 Excavation Mechanical Means Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 105.06 105.06 67.2 False None None False None False 7060.032 0 3429371 121514 None code25 Levelling Course - M10 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwor shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6403.51 6403.51 7.0 False None None False None False 44824.57 0 3429372 121514 None code26 TMT for All Structures 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 Kg 81381.33 81381.33 1.1 False None None False None False 89519.463 0 3429373 121514 None code27 Concrete for Sub Structure Works 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6512.69 6512.69 14.0 False None None False None False 91177.66 0 3429374 121514 None code28 Concrete for Super Structure Works Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6828.9 6828.9 2.8 False None None False None False 19120.92 0 3429375 121514 None code29 Form work as per Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Percentage 2390.11 2390.11 14.0 False None None False None False 33461.54 0 3429376 121514 None code30 Form work as per Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Percentage 1302.53 1302.53 2.8 False None None False None False 3647.084 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1719838505000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1719838505000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1719838505000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1719838505000 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 1719838505000 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
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Satisfactoriy completed as prime contractor at-least one such similar work of value not less than Rs.20.61 lakhs (50% of estimated cost of tender) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Satisfactory Performance Certificate None None None None The tenderer should have executed the following minimum quantities of work in any one financial year 1)Earth work excavation/ Embankment-456.23 Cum, 2)Cement Concrete (Plain and Reinforced)-330.78 Cum, 3)Granular Sub Base /Water Bound Macadam / Wet Mix Macadam-31.50 Cum & 4)Steel Reinforcement/ Fabrication Work/ Structural Steel-3.88 MT Past Experience Other createdTs version createdDate modifiedDate documentName None None None None Satisfactory Performance Certificate None None None None Contractor Registration Certificate Capabilities of Vendor Other createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Minimum financial turnover (civil engineering construction works) not less than the annual payments from this contract (Rs. 41.21 Lakhs) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid assets and /or availability of credit facilities of not less than amount Rs. 12.36 lakhs (Credit lines/ letter of credit/ Banker certificates from scheduled banks for meeting the fund requirement etc. Financial Status Other createdTs version createdDate modifiedDate documentName None None None None Line of Credit 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 Deleted Others Other createdTs version createdDate modifiedDate documentName None None None None Others -- Other None None None None Deleted Others Other createdTs version createdDate modifiedDate documentName None None None None Others -- Other None None None None Deleted Others Other createdTs version createdDate modifiedDate documentName None None None None Others -- Other None None None None Deleted Others Other createdTs version createdDate modifiedDate documentName None None None None Others -- Other None None None None Deleted Others Other createdTs version createdDate modifiedDate documentName None None None None Others -- Other
tenderCriterionDocumentList	documentName optional documentTypeText Contractor Registration Certificate True Technical Bid Annual financial turnover including UDIN True Technical Bid Similar Work done Certificate True Technical Bid Minimum quantities work done Certificate True Technical Bid Liquid assets and/or availability of credit facilities- Banker Certificate True Technical Bid Assessed available tender capacity True Technical Bid List of existing commitments and ongoing works True Technical Bid List of works for which tenders already submitted True Technical Bid Any Other documents - As per bid document False Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None