createdTs	None
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noticeInvitingTenderDTO	createdTs 1727156513670 version 13 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 433330.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 03-10-2024 16:00:00 tenderQueryClose 01-10-2024 17:30:00 technicalBidOpen 04-10-2024 16:30:00 publishedDate 25-09-2024 19:22:57 publishedByPost PWD_EE_DIV_BGK publishedByUser KPE13660 - DURGADAS K bidValidityPeriod 90 noOfCalls 3 preBidMeetingDate 30-09-2024 11:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Technical Assistant splitEmdRequiredYn True emdBankGuarantee 333330.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08354295511 mobileNumber 6361728261 tenderSupplierList None
tenderSchedule	createdTs 1727156513672 version 22 createdDate None modifiedDate None tenderNumber PWD/2023-24/BG/WORK_INDENT7065/CALL-3 title Construction of Retaining wall of Bridge Approach road on Uttur-Vantagodi-Mirji-Mallapur MDR at Km 9.90 in Mudhol taluka of Bagalkote dist (under 5054-03-101-0-02-132 MDR Bridges Capital Expenditures for the year 2023-24) description Construction of Retaining wall of Bridge Approach road on Uttur-Vantagodi-Mirji-Mallapur MDR at Km 9.90 in Mudhol taluka of Bagalkote dist (under 5054-03-101-0-02-132 MDR Bridges Capital Expenditures for the year 2023-24) category WORKS categoryText Works ecv 28888588.79 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1688 locationName PWD Division Office Bagalkote provisionalAmount 36000000.0 groupOverheadTotal 0.0 fileNumber AEE/MDL/5054MDRBRIDGES/2023-24/01
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1727156514000 0 None None Bridges Construction of Retaining wall 17836056.53 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4061954 157901 None Vol No.1, Page No:8, Item No:1.14.1 Mechanical Means: -In all kinds of soils Depth upto 3m 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 2769.64 False None None False None False 296628.444 0 4061955 157901 None Vol No.4, Page No:64, Item No:A130A Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. Cum 2816.1 2816.1 357.6 False None None False None False 1007037.36 0 4061956 157901 None Vol No.1, Page No:1, Item No:2.4.1 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.Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 7335.43 7335.43 178.81 False None None False None False 1311648.2383 0 4061957 157901 None Vol No.1, Page No:17, Item No:2.4.3 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 7257.54 7257.54 459.4 False None None False None False 3334113.876 0 4061958 157901 None Vol No.1, Page No:17, Item No:2.5.2 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 7838.28 7838.28 399.0 False None None False None False 3127473.72 0 4061959 157901 None Vol No.1, Page No:18, Item No:2.11 b Supplying, Fitting and Placing TMT Fe550 bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. MORTH Specification No. 1600 & 2200. Tonne 90516.3 90516.3 24.05 False None None False None False 2176917.015 0 4061960 157901 None Vol No.1, Page No:18, Item No:2.11 c Supplying fitting & placing TMT Fe550 bar reinforcement to super-structure complete as per Specifications MORTH Specification No. 1600. Tonne 90754.65 90754.65 35.48 False None None False None False 3219974.982 0 4061961 157901 None Vol No.3, Page No:117, Item No:12.3 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular materialc Reference to MORTH Specification No. 710.1.4 of IRC:78 & 2200 Cum 1226.4 1226.4 1773.83 False None None False None False 2175425.112 0 4061962 157901 None Vol No.3, Page No:117, Item No:12.4 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Reference to MORTH Spection 710.1.4 of IRC:78 and 2200 Cum 2810.85 2810.85 416.1 False None None False None False 1169594.685 0 4061963 157901 None Vol No.3, Page No:117, Item No:12.1 providing weep holes in brick masanary/plain/reinforced concrete abutment wing wall /return wall with 100mm dia ac pipe exstenfding through the full width of the structure with slope of 1V:2H towords drawing foce . Complte as per drawing and technical specification Cum 144.9 144.9 119.0 False None None False None False 17243.1 0 1727156514000 0 None None Bridges Approach road 11052532.26 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4061964 157902 None Vol No.3, Page No:17, Item No:3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead Sqm 6.3 6.3 669.37 False None None False None False 4217.031 0 4061965 157902 None Vol No.3, Page No:18, Item No:3.11 Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. Sqm 4.2 4.2 956.25 False None None False None False 4016.25 0 4061966 157902 None Vol No.5, Page No:188, Item No:16.3.5 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 450mm dia m 2470.65 2470.65 60.0 False None None False None False 148239.0 0 4061967 157902 None Vol No.3, Page No:146, Item No:16.15 C 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. 750mm dia m 3501.75 3501.75 30.0 False None None False None False 105052.5 0 4061968 157902 None Vol No.1, Page No:7, Item No: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 5518.05 False None None False None False 2746333.485 0 4061969 157902 None Vol No.3, Page No:17, Item 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 Cum 517.65 517.65 632.12 False None None False None False 327216.918 0 4061970 157902 None Vol No.3, Page No:23, Item No:4.2.V By Mix in Place Method: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 Cum 2476.95 2476.95 943.18 False None None False None False 2336209.701 0 4061971 157902 None Vol No.3, Page No:26, Item No:4.17 Wet Mix Macadam (Plant mix method):Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density Cum 2686.95 2686.95 836.88 False None None False None False 2248654.716 0 4061972 157902 None Vol No.3, Page No:31, Item No:5.1A(i) Prime Coat over WMM/WBM: 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 per m2 using mechanical means. Sqm 43.05 43.05 3347.5 False None None False None False 144109.875 0 4061973 157902 None Vol No.3, Page No:33, Item No:5.9(iiC) Bituminous Macadam Grading - II for traffic above 20 MSA : Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.4% 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 Cum 8284.5 8284.5 167.38 False None None False None False 1386659.61 0 4061974 157902 None Vol No.3, Page No:31, Item No:5.3(i) Tack coat on Bituminous surface:Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 12.6 12.6 3347.5 False None None False None False 42178.5 0 4061975 157902 None Vol No.3, Page No:43, Item No:5.31 Semi Dense Bituminous Concrete: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. Cum 10659.6 10659.6 83.69 False None None False None False 892101.924 0 4061976 157902 None Vol No.3, Page No:67, Item No:8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: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. Sqm 556.5 556.5 120.0 False None None False None False 66780.0 0 4061977 157902 None Vol No.3, Page No:74, Item 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 detachmentof 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. Nos 383.25 383.25 155.0 False None None False None False 59403.75 0 4061978 157902 None Vol No.3, Page No:64, Item No:8.5.ii Retro-Reflectorised Traffic Signs:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. 90 cm equilateral triangle Each 4918.2 4918.2 15.0 False None None False None False 73773.0 0 4061979 157902 None Vol No.3, Page No:68, Item No:8.23i Reinforced Cement Concrete Crash Barrier: Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-25 grade concrete with TMT reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, 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 approved drawing and at ocations directed by the Engineer, all as specified. (Area = 0.243 m2 /m, single face) M 25 grade concrete m 2597.7 2597.7 180.0 False None None False None False 467586.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1727156514000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1727156514000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1727156514000 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 1727156514000 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 1727156514000 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 1727156514000 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 1727156514000 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 1727156514000 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 1727156514000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1727156514000 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 1727156514000 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 1727156514000 0 None None ELIGIBILITY Any discrepancies observed in the documents uploaded by the tenderer the tender shall liable to rejected. None 1727156514000 0 None None ELIGIBILITY All the Formats prescribed in the bid documents shall be filled in complete manner. ( section 3 & 4 of the bid document ) and shall be uploaded properly, signed by Tenderer . Necessary Certificates shall be uploaded along with the formats wherever required. General documents Section can be used for this purpose. None 1727156514000 0 None None ELIGIBILITY Earnest Money Deposit will have to be in any one of the forms as per the instructions in the financial bid document and shall have to be valid for 45 days beyond the validity of the tender. None 1727156514000 0 None None ELIGIBILITY Tenderers are requested to read the Bid Documents before submission of their bid. None 1727156514000 0 None None ELIGIBILITY The Tenderer should submit proposed methodology and program of construction, backed with equipment and materials duly supported with broad calculations and quality management, plan, proposed to be adopted, justifying of execution and completion of the work as per technical specifications within the stipulated period of completion. None 1727156514000 0 None None ELIGIBILITY Department will not supply any materials. None 1727156514000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1727156514000 0 None None ELIGIBILITY The employer is not responsible for any delay in accessing E-Procurement Portal. None 1727156514000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason None 1727156514000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, PWD Dept Division Bagalkote during office hours on all working days. It may be noted that if any of the dates mentioned above happened next working day will holds good in lieu of the dates mentioned. None 1727156514000 0 None None ELIGIBILITY The contractor should employ only registered labours as per Govt. Circular No. PWD/198/BMS/2009/ Dated: 24-06-2009. As per EPF & MP act 1952 inrespect of of the employees angaged by or through contractors, agencies and contractors shall have provident fund code no. & all the contract employees deployed by them are enrolled as members of provident fund. None 1727156514000 0 None None ELIGIBILITY Contractors should be Registered in KPWD and copy should be uploaded in E-portal Attested by the Gazzeted officers not below the rank of Executive Engineer. None 1727156514000 0 None None ELIGIBILITY Contractor should prepare Quality Assurance Plan and get approved from Quality Assurance Executive Engineer before starting the work. None 1727156514000 0 None None ELIGIBILITY Contractor should establish Field Laboratory for testing of Materials. None 1727156514000 0 None None ELIGIBILITY The Tenderer shall scan the Original Ownership Documents/ Lease/ Hire committement Agreement for the Machinery, Bank Guarantee 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 1727156514000 0 None None ELIGIBILITY The item rates are excluding GST but inclusive of all other charges. None 1727156514000 0 None None ELIGIBILITY GST shall be paid to the tendered amount separately. None 1727156514000 0 None None ELIGIBILITY The Increase in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delays as determined by the authority while granting the extension of time. None 1727156514000 0 None None ELIGIBILITY Period for completion of work is 9 months. None 1727156514000 0 None None ELIGIBILITY Tenderer should maintain the work after completion during the defective liability period(DLP period 2years from the completion of the work) None 1727156514000 0 None None ELIGIBILITY The tenderer shall furnish ,as part of his tender,EMD in the amount as shown in column 4 of the table of IFT for this particular work.The E.M.D. Rs. 4,33,330.00 shall be paid in full through E-payment or in two parts part(1)Rs.1,00,000/- BY E-PAYMENT. Part (2) balance EMD of Rs. 3,33,330.00 EMD shall be in favour of Executive Engineer, PWD Bagalkote Division, Bagalkote. And should be in the form of Bank Guarantee in the Prescribed format obtained from any Nationalised / Scheduled Bank. The Part(2) of the EMD shall be delivered to the Executive Engineer before the prescribed date and time of opening of the Technical Bids. Earnest Money Deposit/ Bid security. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList 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 Satisfactorily completed (at least 90% of the contract value), as prime contractor, at least one similar work of value not less than Rs.144.44 Lakhs, in previous five years. 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 its name should have in the last five years i.e. 2019-20, 2020-21, 2021-22, 2022-23 and 2023-24 (c)executed in any one year at least one similar work such as road (retaining wall, bridges), the following minimum quantities of work .1.Earthwork-7469.00 Cum, 2.GSB-755Cum, 3.WMM-670Cum, 4.Asphalting (Including DBM/BC/BM/SDBC)-201Cum, 5.PCC/RCC-830Cum and 6.TMT Steel-48Tonne Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None As per clause 3.3 a Each tenderer should demonstrate availability of few key equipments/machinery for execution of the work. a.Hot Mix Plant 40/60 TPH or more capacity- 1 No. OWN. b. Mechanical Paver Finisher- 1No. OWN. c. Vibratory Road Roller-1 no OWN. d. PRR Roller- 1No. OWN. e. Tippers- 4 nos by owning and 2 nos by owning/lease/hire. f. Excavator like JCB/Hitachi/Backo loader-2 Nos by owning/hire/lease. g. Self loaded Concrete Mixer -Ajax - 1 No. OWN. h. Shuttering materials- 250 sqm Own and - 250 sqm owning/hire/lease. i. Water tanker- 1 No. OWN and 1 No. owning/hire/lease Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Hire Commitment Agrement Ownership Documents Lease Commitment Aggrement Information in format 8 None None None None 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 (AxNx2.5-B)Where A is 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-0.75 Year.B-Value, at 2024-25 price level, of existing commitments and on-going works to be completed during the next 0.75 year (Period of completion of the works for which tenders are invited) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Calculation sheet on letter head None None None None To qualify for award of this contract, each Tenderer in its 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 of Rs. 577.77 Lakhs (in all classes of civil engineering construction works only) 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. 96.30 Lakhs (Credit Lines or letter of credit or 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 None None None None Latest Income Tax Clearance Certificate Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Scanned Copy of ITC Certificate None None None None Value at 2024-25 price level, of existing commitments and on-going works to be executed during the next 12 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2024-25), (Monthwise commitment shall be furnished). Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Statement on the Letter head of the tenderer None None None None Maximum 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. (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) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Information on the Letter Head of the tenderer None None None None Report on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Auditors Report None None None None Constitutional or Legal Status of the Tenderer Others Others createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Information on works which are yet to be completed. Others Others createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format 5 and Certificates in Format 3 None None None None Information of the works for which Tender acceptance letters are received. Others Others createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format 6 and Letter of Acceptance None None None None The EMD of Rs.4,33,330.00 shall be paid in full through e payment or in two parts i.e. part (1) Rs, 1,00,000.00 br e payment Part (2) Rs. 3,33,330.00 EMD shall be in the form Bank Guarantee in the prescribed format obtained from any Nationalised / Scheduled Bank in favour of Executive Engineer, PWD Division, Bagalkote payable at Bagalkote Others Others createdTs version createdDate modifiedDate documentName None None None None Others -- Epayment Challan and Part-II Scanned copy of EMD None None None None Principal Place of Business Others Others createdTs version createdDate modifiedDate documentName None None None None Others -- Declaration by the Bidder on the Letter Head None None None None Information on litigation in which the Tenderer is involved. Others Others createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format 10 None None None None Name, Address, telephone No., Fax No., and email ID of the Tenderers Bankers. Others Others createdTs version createdDate modifiedDate documentName None None None None Others -- Information on the Letter Head of the tenderer
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate /upload original copy of CA Turnover certificate with UDIN number/ from 2019-20 to 2023-24 True Technical Bid Contractors KPWD Civil Registration Certificate True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1727158668000 version 0 createdDate None modifiedDate None blockNumber office of EE Pwd division navanagar bagalkote. street None city Bagalkot state Karnataka pin 587103
tenderRecallDTO	None