createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1716810996994 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 3040.00 emd 200000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 10-06-2024 16:00:00 tenderQueryClose 07-06-2024 16:00:00 technicalBidOpen 11-06-2024 16:30:00 publishedDate 31-05-2024 16:17:52 publishedByPost PWD_EE_DIV_HSPT publishedByUser KPE10175 - RAVINDRA R KATTI bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 29-05-2024 10:53:12 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Executive Engineer splitEmdRequiredYn True emdBankGuarantee 100000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 080394200231 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1716810997029 version 6 createdDate None modifiedDate None tenderNumber PWD/2024-25/RD/WORK_INDENT10713 title Construction of cement concrete road on HM Road to join Tavaragundi (MDR) road From chainage 18.00 to 19.00 KM(From in front of Haluvagalu Police station to Haluvagalu camp) in Harapanahalli Taluk. description Construction of cement concrete road on HM Road to join Tavaragundi (MDR) road From chainage 18.00 to 19.00 KM(From in front of Haluvagalu Police station to Haluvagalu camp) in Harapanahalli Taluk. category WORKS categoryText Works ecv 12151224.20 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1694 locationName PWD Division Office Hosapete provisionalAmount 14462000.0 groupOverheadTotal 0.0 fileNumber AEE/PWD/HPH/RD/Haluvagalu/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1716810997000 1 None None Roads Construction of cement concrete road on HM Road to join Tavaragundi (MDR) road From chainage 18.00 to 19.00 KM(From in front of Haluvagalu Police station to Haluvagalu camp) in Harapanahalli Taluk.- GENERAL 11285111.71 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3178572 109377 None PWD Common CSR-2023-24 V-3, P-17, I-3.7 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 110.25 110.25 434.19 False None None False None False 47869.4475 0 3178573 109377 None PWD Common CSR-2023-24 V-1, P-8, I-1.14.1 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 107.1 107.1 180.0 False None None False None False 19278.0 0 3178574 109377 None PWD Common CSR-2023-24 V-1, P-7, I-1.7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) Cum 124.95 124.95 72.0 False None None False None False 8996.4 0 3178575 109377 None PWD Common CSR-2023-24 V-1, P-7, I-1.8 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 1317.42 False None None False None False 655679.934 0 3178576 109377 None PWD Common CSR-2023-24 V-3, Page-23, I.No. 4.1Ai Construction of Granular Sub Base by providing graded Material, mixing with cement in a mechanical mix plant at OMC carriage of mixed material to work site spreading in a uniform layer with mechanical paver on prepared surface and compaction with vibratory power roller to achieve the desired density complete as per clause 401 (2.5% Cement) 401 - Cement Treated Crushed stone Sub- Base (Plant mix method) Laying using Mechanical Paver. For Grading -I Material Cum 2612.4 2612.4 868.39 False None None False None False 2268582.036 0 3178577 109377 None PWD Common CSR-2023-24 V-3 Page-26, I.No. 4.17 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. 406 - Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 671.55 False None None False None False 1804421.2725 0 3178578 109377 None PWD Common CSR-2023-24 V-3, Page-149, I.No. 16.28 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 7091.7 7091.7 849.09 False None None False None False 6021491.553 0 3178579 109377 None PWD Common CSR-2023-24 V-3, Page-17, I.No. 3.6 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 (305 Construction of Subgrade and Earthen Shoulders) Cum 517.65 517.65 308.76 False None None False None False 159829.614 0 3178580 109377 None PWD Common CSR-2023-24 V-3, Page-67, I.No. 8.16 ii Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) - Kilometre Stone 805 (Ordinary kilometer stone (precast)) No 3073.35 3073.35 2.0 False None None False None False 6146.7 0 3178581 109377 None PWD Common CSR-2023-24 V-3, Page-67, I.No.8.16 iii Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) - Kilometre Stone 805 (200 m stone (precast)) No 884.1 884.1 2.0 False None None False None False 1768.2 0 3178582 109377 None PWD Common CSR-2023-24 V-3, Page-67, I.No. 8.15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes (803 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface) Sqm 556.5 556.5 231.57 False None None False None False 128868.705 0 3178583 109377 None PWD Common CSR-2023-24 V-3, Page-64, I.No. 8.6 ii Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (801 A (Retro-Reflectorised Traffic Signs) 90 cm equilateral triangle Each 4985.4 4985.4 3.0 False None None False None False 14956.2 0 3178584 109377 None PWD Common CSR-2023-24 V-3, Page-65, I.No. 8.6 vi Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (801 A (Retro-Reflectorised Traffic Signs).90 cm circular. Each 6741.0 6741.0 3.0 False None None False None False 20223.0 0 3178585 109377 None PWD Common CSR-2023-24 V-3, Page-65, I.No.8.6xii Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (801 A (Retro-Reflectorised Traffic Signs).60 cm x 45 cm rectangular Each 4486.65 4486.65 2.0 False None None False None False 8973.3 0 3178586 109377 None PWD Common CSR-2023-24 V-3, Page-65, I.No. 8.6xiii Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (801 A (Retro-Reflectorised Traffic Signs).60 cm x 60 cm square. Each 5041.05 5041.05 2.0 False None None False None False 10082.1 0 3178587 109377 None PWD Common CSR-2023-24 V-3, Page-74, I.No. 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. MoRTH 806 No 383.25 383.25 257.0 False None None False None False 98495.25 0 3178588 109377 None PWD Common CSR-2023-24 V-3, Page-78, I.No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1716810997000 1 None None Roads Construction of cement concrete road on HM Road to join Tavaragundi (MDR) road From chainage 18.00 to 19.00 KM(From in front of Haluvagalu Police station to Haluvagalu camp) in Harapanahalli Taluk - SDP 866112.49 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3178589 109378 None PWD Common CSR-2023-24 V-3, P-17, I-3.7 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 110.25 110.25 37.52 False None None False None False 4136.58 0 3178590 109378 None PWD Common CSR-2023-24 V-1, P-8, I-1.14.1 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 107.1 107.1 18.45 False None None False None False 1975.995 0 3178591 109378 None PWD Common CSR-2023-24 V-1, P-7, I-1.7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) Cum 124.95 124.95 9.49 False None None False None False 1185.7755 0 3178592 109378 None PWD Common CSR-2023-24 V-1, P-7, I-1.8 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 85.37 False None None False None False 42488.649 0 3178593 109378 None PWD Common CSR-2023-24 V-3, Page-23, I.No. 4.1 Ai Construction of Granular Sub Base by providing graded Material, mixing with cement in a mechanical mix plant at OMC carriage of mixed material to work site spreading in a uniform layer with mechanical paver on prepared surface and compaction with vibratory power roller to achieve the desired density complete as per clause 401 (2.5% Cement) 401 - Cement Treated Crushed stone Sub- Base (Plant mix method) Laying using Mechanical Paver. For Grading -I Material Cum 2612.4 2612.4 67.17 False None None False None False 175474.908 0 3178594 109378 None PWD Common CSR-2023-24 V-3 Page-26, I.No. 4.17 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. 406 - Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 53.73 False None None False None False 144369.8235 0 3178595 109378 None PWD Common CSR-2023-24 V-3, Page-149, I.No. 16.28 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 7091.7 7091.7 68.47 False None None False None False 485568.699 0 3178596 109378 None PWD Common CSR-2023-24 V-3, Page-17, I.No. 3.6 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 (305 Construction of Subgrade and Earthen Shoulders) Cum 517.65 517.65 21.08 False None None False None False 10912.062 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1716810998000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1716810998000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1716810998000 1 None None ELIGIBILITY Conditional tenders will not be accepted. None 1716810998000 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 1716810998000 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 1716811491000 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 1716811496000 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 1716811503000 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 1716811507000 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 1716811512000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason. None 1716811516000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing KPP-Portal None 1716811521000 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 1716811525000 0 None None ELIGIBILITY The rates of all the items appeared in Bill of Quantities are inclusive of all leads and lifts None 1716811529000 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 1716811534000 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 1716811538000 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 1716811545000 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 1716811550000 0 None None ELIGIBILITY The bidder should mention the UDIN No on the turnover certificate, failing which bid is rejected. None 1716811555000 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 1716811559000 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 1716811563000 0 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 1716811577000 0 None None ELIGIBILITY The work should be completed in 6 (Six) Months ( including monsoon) None 1716811587000 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 1716811590000 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 1716811594000 0 None None ELIGIBILITY The deffect liability period is one year (1Year)from the date of actual completion of work. None 1716811605000 0 None None ELIGIBILITY 18%GST Will paid extra to the executed quantites None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList 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 1611.00 Cum 2.CC/PCC/RCC/DLC 735.00 Cum 3.GSB: 750.00 Cum 4.WMM/WBM 580.00 Cum 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 CC Work of value not less than Rs.60.75Lakhs 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 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.243.02Lakhs. 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.60.75lakhs (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/Work indent should be mentioned True Technical Bid Quantity Wise Work Done Certificate/Work indent should be mentioned 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
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Roads Vijayanagara Harapanahalli Davangere HARAPANAHALLI (SC) Infront of Halavagalu Police Station None None None None None None Roads Vijayanagara Harapanahalli Davangere HARAPANAHALLI (SC) In front of Halavagalu Police Station None None None None None None
tenderAddress	createdTs 1716812720000 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