createdTs None version None createdDate None modifiedDate None noticeInvitingTenderDTO
createdTs 1716791638601 version 7 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 391000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 05-06-2024 16:00:00 tenderQueryClose 04-06-2024 16:00:00 technicalBidOpen 06-06-2024 16:30:00 publishedDate 29-05-2024 11:53:31 publishedByPost PWD_EE_DIV_HSPT publishedByUser KPE10175 - RAVINDRA R KATTI bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate 30-05-2024 10:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Executive Engineer splitEmdRequiredYn True emdBankGuarantee 291000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08394200231 mobileNumber None tenderSupplierList None tenderSchedule
createdTs 1716791638604 version 13 createdDate None modifiedDate None tenderNumber PWD/2023-24/BG/WORK_INDENT8028/CALL-2 title CONSTRUCTION OF BRIDGE ACROSS HALLA AT KATREKENAHATTI VILLAGE TO HOSAHALLI- B.G.KERE BYPASS ROAD AT 0.02 Km IN KUDLIGI TALUK, VIJANAGARA DISTRICT.(5054 MDR BRIDGES) description CONSTRUCTION OF BRIDGE ACROSS HALLA AT KATREKENAHATTI VILLAGE TO HOSAHALLI- B.G.KERE BYPASS ROAD AT 0.02 Km IN KUDLIGI TALUK, VIJANAGARA DISTRICT.(5054 MDR BRIDGES) category WORKS categoryText Works ecv 26029461.60 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1694 locationName PWD Division Office Hosapete provisionalAmount 31000000.0 groupOverheadTotal 0.0 fileNumber AEE/PWD/KDL/APPE-E/BRIDGE/2023-24 tenderSubEstimateList
createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1716791639000 1 None None Bridges CONSTRUCTION OF BRIDGE ACROSS HALLA AT KATREKENAHATTI VILLAGE TO HOSAHALLI- B.G.KERE BYPASS ROAD AT 0.02 Km IN KUDLIGI TALUK, VIJANAGARA DISTRICT. 26029461.6
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3167419 109129 None SR 2023-24Volume-iii 2.5(ii)b P.No- Clearing and Grubbing road land including uprooting rank vegetation Grass shurbs saplings and tress Girth up to 300mm Removel of stumps of trees cut earlier and disposal of unserviceble materials and stacking of servicable materials to be used or acuctioned including Removal and disposal of Top organic soil not not exceeding 150mm in thickness (ii) By mechnical Means using Dozer In area of thorny jungle 100 Sqm 508.2 508.2 24.0 False None None False None False 12196.8 0 3167420 109129 None SR 2023-24Volume-1 1.14.1 p.no.8 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 Cum 107.1 107.1 610.49 False None None False None False 65383.479 0 3167421 109129 None SR 2023-24 Volume-1 1.15.2 p.no.9 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. In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m Cum 446.25 446.25 549.45 False None None False None False 245192.0625 0 3167422 109129 None SR 2023-24Volume-1 1.16.1 I p.no.9 IEarth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In Hard Rock ( requiring blasting) Depth upto 1.50m Cum 581.7 581.7 607.69 False None None False None False 353493.273 0 3167423 109129 None SR 2023-24Volume-I 2.1.4 pno.15 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 & formwork shall be paid separately) M10 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 122.08 False None None False None False 796919.928 0 3167424 109129 None SR 2023-24Volume-I 2.2.5 p.no.15 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M30 Design Mix Using 20 mm nominal size graded crushed coarse-aggregates Cum 6823.95 6823.95 446.61 False None None False None False 3047644.3095 0 3167425 109129 None SR 2023-24Volume-1 2.4.4 p.no.15 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 equirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7079.1 7079.1 587.37 False None None False None False 4158050.967 0 3167426 109129 None SR 2023-24Volume-1 2.5.3 p.no.16 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) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 7357.35 7357.35 316.77 False None None False None False 2330587.7595 0 3167427 109129 None SR 2023-24Volume-1 2.5.3 p.no.16 For Item No-8. Additionalities for Formwork, Centering & Scaffolding Sup str.20% Cum 1471.47 1471.47 316.76 False None None False None False 466102.8372 0 3167428 109129 None PWD Common SR 2023-24Volume-III 13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Cum 7151.55 7151.55 8.92 False None None False None False 63791.826 0 3167429 109129 None PWD Common SR 2023-24Volume-III 13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification Cum 12426.75 12426.75 17.85 False None None False None False 221817.4875 0 3167430 109129 None SR 2022-23Volume-1, 2.11 b p.no.18 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.For Foundation t 90516.3 90516.3 101.61 False None None False None False 9197361.243 0 3167431 109129 None SR 2022-23Volume-III 8.23(ii) pno. 68 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified m 2639.7 2639.7 192.0 False None None False None False 506822.4 0 3167432 109129 None SR 2022-23Volume-III 13.16 p.no.124 Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. m 1884.75 1884.75 52.5 False None None False None False 98949.375 0 3167433 109129 None SR 2022-23Volume-1- 1.8 p.no.7 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 3704.4 False None None False None False 1843679.88 0 3167434 109129 None SR 2022-23 Volume-3 8.18 p.no.67 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Cum 785.4 785.4 200.0 False None None False None False 157080.0 0 3167435 109129 None SR 2022-23 Volume-3, 13.3, page no.121 Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005 m3 per 10 m2 and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. Cum 525.0 525.0 750.0 False None None False None False 393750.0 0 3167436 109129 None 2023-24Volume-I 2.2.5 p.no.15 For Item No- 6. Additionalities for Form work, Centering & Scaffolding, 10 Percent Cum 682.39 682.39 348.86 False None None False None False 238058.5754 0 3167437 109129 None 2023-24Volume-I 2.2.5 p.no.15 For Item No-6. Additionalities for Formwork, Centering & Scaffolding Earth retaining structures 10 percent Cum 682.39 682.39 97.75 False None None False None False 66703.6225 0 3167438 109129 None 2023-24Volume-1 2.4.4 p.no.15 For Item No-7. Additionalities for Formwork, Centering & Scaffolding Sub str 10 percent Cum 707.91 707.91 180.36 False None None False None False 127678.6476 0 3167439 109129 None 2023-24Volume-1 2.4.4 p.no.15 For Item No7. Additionalities for Formwork, Centering & Scaffolding Earth retaining structures 10 percent Cum 707.91 707.91 391.01 False None None False None False 276799.8891 0 3167440 109129 None SR 2022-23 Volume-3, 16.16 a , page no.146 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6. 1200mm dia m 17841.6 17841.6 60.0 False None None False None False 1070496.0 0 3167441 109129 None SR 2022-23 Volume-3, 14.4 a , page no.129 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry infront of toe of embankment complete as per drawing and Technical specifications Cum 2007.6 2007.6 144.9 False None None False None False 290901.24 0 generalCriterionList
createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1716791639000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1716791639000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1716791639000 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 1716791639000 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 e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1716791639000 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 1716791639000 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 1716791639000 0 None None ELIGIBILITY As per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27.7.2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund. None 1716791639000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders. None 1716791639000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1716791639000 0 None None ELIGIBILITY The Tenderer shall obtain the workdone certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer (District Level Officer) and scan the Original Certificate and attach the scanned file to the Bid. The Original Certificate/Certificates shall be produced at the time of opening of technical Bids for physical verification. None 1716791639000 0 None None ELIGIBILITY Financial Year will be reckoned as the period between first day of April and Thirty first day of March of succeeding year(both days inclusive). None 1716791639000 0 None None ELIGIBILITY The Tenderer shall scan the Original Ownership Documents/ Lease/ Hire commitment Agreement for the Machinery and attach the scanned file to the Bid. The Original Documents shall be produced at the time of opening of technical Bids for physical verification. None 1716791639000 0 None None ELIGIBILITY The tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the Bidder None 1716791639000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason. None 1716791639000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing KPP-Portal None 1716791639000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation. None 1716791639000 0 None None ELIGIBILITY The rates of all the items appeared in Bill of Quantities are inclusive of all leads and lifts None 1716791639000 0 None None ELIGIBILITY As per circular of Govt. of Karnataka Government Order No. PWD 107 CRM 2013, Bangalore, Dated: 20.02.2014, If the tenderer uploads the Bank Guarantee, but does not produce original at the time of technical scrutiny, such tenders will not be disqualified either in the technical bid stage or financial bid stage. But the qualified tenderer (L1) must submit the original copy of the BG at the time of agreement. None 1716791639000 0 None None ELIGIBILITY The contractor shall bound to comply the prevailing rules and regulations with regard to the EPF rules and any modifications before and after execution of agreement None 1716791639000 0 None None ELIGIBILITY After the award of the contract, the contractor has to furnish the details in respect of labour employed and the EPF details for this work in every RA bill. None 1716791639000 0 None None ELIGIBILITY Bidders are advised to note that, 18% GST will be added to the contract amount. None 1716791639000 0 None None ELIGIBILITY The Increse in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time. None 1716791639000 0 None None ELIGIBILITY The bidder should mention the UDIN No on the turnover certificate, failing which bid is rejected. None 1716791639000 0 None None ELIGIBILITY If the bidder uploaded the false document while participating in the tender, the bidder will be responsible and action will be initiated as per the tender clause. None 1716791639000 0 None None ELIGIBILITY The star rates inrespect of specified materials ( Cement, Steel and Bitumen) shall be payable as per CIRCULAR NO.PWD 159 CRM 2009 Bangalore Dated 30.09.2010 None 1716791639000 1 None None ELIGIBILITY Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2024-25 in the Technical Qualification Criteria mentioned in the next section. None 1716791639000 0 None None ELIGIBILITY The earnest money deposit shall be in two parts i.e.,Part (1) Rs.1,00,000 by e.payment and balance Part (2) Rs. Balance amount as specified in the KPP portal shall be in the form of Bank Guarantee in the prescribed format obtained from the Nationalized / Schedule Bank FDR or specified small savings instrument pledged to the Executive Engineer, Public Works Department Division, HOSAPETE payable at HOSAPETE before the prescribed date and time of opening of Technical Bid without fail None 1716791639000 0 None None ELIGIBILITY Any dispute or difference or claim arising out of, or in connection with, or relating to the present contract or the breach, termination or invalid thereof shall be referred and settled under the Arbitration centre Karnataka (Domastic and international Rules 2012,by one or more arbitratiors appointed in accordance with its rules None 1716791639000 0 None None ELIGIBILITY The defect liability period for this project is 5 (Five) Years, from the date of actual completion of work. None 1716791639000 0 None None ELIGIBILITY The work should be completed in 11(Eleven) Months ( including monsoon) None preQualCriterionList None technicalCriterionList
createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None 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 Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded 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 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 None None None None None None List of Financial Resources with Certificates None None None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e.,2019-20, 2020-21 2021-22 2022-23 & 2023-24 b) Executed in any one year, the following minimum quantities of work: 1 Earth work /Embankment/Sub Grade/Shoulder 4378.00Cum 2.CC/PCC/RCC/DLC 1361.00 3.Steel 81.29 Tonnes Past Experience None
createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e.,2019-20, 2020-21 2021-22 2022-23 & 2023-24 b) Satisfactorily completed, as prime contractor, at least one similar work such as Bridge Work of value not less than Rs. 130.15 Lakhs Past Experience None
createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Registration Certificate 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 Tenderer should further demonstrate having:a) Excavator JCB/Hitachi :Total 2 Nos, 1No own, 1 No Own/Leaseb) Vibratory road roller : 1 No ownC) Tippers : Total 4 Nos, 2No own, 2 No Own/LeaseD)vehicle mounted water Tanker : Total 2 Nos, 1No own, 1 No Own/LeaseE) Self Loading CC Mixture : Total 2 Nos, 1No own, 1 No Own/Lease Capabilities of Vendor None
createdTs version createdDate modifiedDate documentName None None None None Others -- Machinery None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2019-20, 2020-21 2021-22 2022-23 & 2023-24 a) Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.520.59Lakhs. 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 no less than Rs.71.00 lakhs (Credit Lines/letter of credit/ certificates from the banks for meeting the fund requirement etc Financial Status None
createdTs version createdDate modifiedDate documentName None None None None Line of Credit tenderCriterionDocumentList
documentName optional documentTypeText Registration Certificate True Technical Bid Annual Turnover Certificate Not below the rank of Charterd Accountant,The bidder should mention the UDIN No True Technical Bid Single Work Done Certificate Not Below the rank of Executive Engineer True Technical Bid Quantity Wise Work Done Certificate True Technical Bid Liquid Assets True Technical Bid GST CERTIFICATE True Technical Bid Principal Place of Business. True Technical Bid Tender Bid Capacity True Technical Bid List of Existing commitments & Ongoing works- Format-5 True Technical Bid List of works for which tenders acceptence letter received-Format-6 True Technical Bid List of works for which tenders already submitted-Format-7 True Technical Bid Profit and loss ac & Balance sheets for 5 years True Technical Bid Income Tax returns for 5 years True Technical Bid Machinery True Technical Bid tenderWorkLocationList tenderAddress
createdTs 1716792150000 version 0 createdDate None modifiedDate None blockNumber Office Of the Executive Engineer, PWD Division, 100 bed Hospital road, Hosapete street None city Hosapete state Karnataka pin 583201 tenderRecallDTO None