createdTs None version None createdDate None modifiedDate None noticeInvitingTenderDTO
createdTs 1707809414755 version 12 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 310000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 26-02-2024 16:30:00 tenderQueryClose 23-02-2024 16:30:00 technicalBidOpen 27-02-2024 17:00:00 publishedDate 16-02-2024 13:28:06 publishedByPost PWD_EE_DIV_KWR publishedByUser KPE13660 - DURGADAS K bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 23-02-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson DURGADAS K splitEmdRequiredYn True emdBankGuarantee 210000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08382221305 mobileNumber 8762232827 tenderSupplierList None tenderSchedule
createdTs 1707809414796 version 4 createdDate None modifiedDate None tenderNumber PWD/2023-24/BR/WORK_INDENT1176 title Reconstruction of Bridge at Km. 26.20 Basolli Bridge on Kumta Kodamadagu SH-48 in Kumta Taluka, Uttar kannada district. description Reconstruction of Bridge at Km. 26.20 Basolli Bridge on Kumta Kodamadagu SH-48 in Kumta Taluka, Uttar kannada district. category WORKS categoryText Works ecv 20628169.33 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1684 locationName PWD Division Office Karwara provisionalAmount 25000000.0 groupOverheadTotal 0.0 fileNumber KPWD/KMT/SD/7 tenderSubEstimateList
createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1707809415000 0 None None Bridges/Culverts Reconstruction of Bridge at Km. 26.20 Basolli Bridge on Kumta Kodamadagu SH-48 in Kumta Taluka, Uttar kannada district. 20628169.33
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2573841 79260 None 2.11(A) Vol-3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead . Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Cum 201.6 201.6 146.16 False None None False None False 29465.856 0 2573842 79260 None 2.8(B) vol-3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead . Prestressed / RCC grade M-20 & above by mechanical means - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Cum 1240.96 1240.96 129.6 False None None False None False 160828.416 0 2573843 79260 None 2.1.3 vol-1 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 ggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators,icluding all lead & lifts, cost of all materials of quality, labour, Usage charges of achineries, curing, and all the other ppurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Cum 7317.41 7317.41 79.5 False None None False None False 581734.095 0 2573844 79260 None 13.2 Vol-3 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Cum 15647.52 15647.52 25.56 False None None False None False 399950.6112 0 2573845 79260 None 13.8Vol-3 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Cum 7628.32 7628.32 11.94 False None None False None False 91082.1408 0 2573846 79260 None 13.9Vol-3 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work Cum 13255.2 13255.2 22.89 False None None False None False 303411.528 0 2573847 79260 None 13.15(ii) Vol-3 Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Cum 153.44 153.44 48.0 False None None False None False 7365.12 0 2573848 79260 None 13.7 Vol-3 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. No 3663.52 3663.52 18.0 False None None False None False 65943.36 0 2573849 79260 None 2.2.5 VOL 1 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 - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Cum 7940.53 7940.53 338.4 False None None False None False 2687075.352 0 2573850 79260 None 2.2.5 VoL 1 Add For Formworks - Foundation, substructure 5% - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Cum 397.03 397.03 338.4 False None None False None False 134354.952 0 2573851 79260 None 2.4.4 VOL 1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Cum 8237.43 8237.43 413.76 False None None False None False 3408319.0368 0 2573852 79260 None 2.4.4 VOL 1 Add For Formworks - Columns & Piers 10% - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Cum 823.74 823.74 413.76 False None None False None False 340830.6624 0 2573853 79260 None 2.5.3 VOL 1 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 - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Cum 8561.21 8561.21 365.87 False None None False None False 3132289.9027 0 2573854 79260 None 2.5.3 VOL 1 Add For Formworks -slab 20% - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Cum 1712.24 1712.24 365.87 False None None False None False 626457.2488 0 2573855 79260 None 12.1 VOL 3 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Per Mtr 154.56 154.56 92.0 False None None False None False 14219.52 0 2573856 79260 None 12.4 VOL 3 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 - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Cum 2998.24 2998.24 252.04 False None None False None False 755676.4096 0 2573857 79260 None 12.3 VOL 3 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. Granular material - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Cum 1308.16 1308.16 354.9 False None None False None False 464265.984 0 2573858 79260 None 13.13 (A) VOL 3 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. A Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. m 4668.16 4668.16 82.52 False None None False None False 385216.5632 0 2573859 79260 None 13.14 VOL 3 Painting on concrete surface. Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Sqm 94.08 94.08 614.46 False None None False None False 57808.3968 0 2573860 79260 None 1.14.1 VOL 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 - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Cum 124.62 124.62 2269.65 False None None False None False 282843.783 0 2573861 79260 None 1.7 vol 1 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. - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Cum 133.28 133.28 1318.5 False None None False None False 175729.68 0 2573862 79260 None 14.5 vol 3 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Cum 3400.32 3400.32 15.75 False None None False None False 53555.04 0 2573863 79260 None 14.4 vol 3 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Cum 2141.44 2141.44 31.5 False None None False None False 67455.36 0 2573864 79260 None 8.25(A) vol 3 Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. m 4076.8 4076.8 40.0 False None None False None False 163072.0 0 2573865 79260 None 1.8 vol Construction of embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all leads, transportation to site, spreading, grading to required slope and compacting. Height upto 3.0m - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. Cum 530.88 530.88 600.0 False None None False None False 318528.0 0 2573866 79260 None 2.11(C) VOL 1 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications -Fe 550 - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. MT 96804.96 96804.96 41.51 False None None False None False 4018373.8896 0 2573867 79260 None 2.11 (D) VOL 1 Supplying fitting & placing TMT bar reinforcement to super structure complete as per Specifications Fe-550 - With all lead & lifts along with loading & unloading as per the direction of engineer incharge of the work. MT 97056.96 97056.96 19.6 False None None False None False 1902316.416 0 generalCriterionList
createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1707809417000 1 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1707809417000 1 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1707809417000 1 None None ELIGIBILITY Conditional tenders will not be accepted None 1707809767000 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 1707809783000 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 1707809801000 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 1707809817000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer should give all details and documents as per Technical and Financial bid attached to this tender. None 1707809853000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs. None 1707809868000 0 None None ELIGIBILITY All necessary arrangements shall be made and precaution taken to prevent completely or partially, damage to the structure or labours / employees during construction period. (As per recent Labour Act) Contractor shall be fully responsible for any damage to the structure during the construction and maintenance period.Any damage caused due to any reasons shall be rectified / replaced at his own cost as per the direction of Engineer in charge. Nothing shall be payable by the Department on account of inclusive of all such arrangements/ precautions work needed. None 1707809884000 0 None None ELIGIBILITY The field Lab shall preferably located, adjacent to the site with the required amenity as per the clause. Failing which 1% of the amount of work done will be penalized None 1707809906000 0 None None ELIGIBILITY Tenderer shall obtain the Work Done Certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer( District Level Officer), scan the original Certificate and attach the scanned file to the tender. None 1707809921000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards labour welfare fund. None 1707809937000 0 None None ELIGIBILITY The employer reserves the rights to Reject one or all Tenders without assigning any reasons. None 1707809954000 0 None None ELIGIBILITY The Item Rates quoted shall include cost of Royalty charges on constructive materials & other taxes as per the rates prevailing Government Orders at the time of execution and including cost and conveyance of all materials, curing, loading and unloading with all leads and lifts, labour, hire charges of machinery & equipment etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer-in-charge of work. None 1707809977000 0 None None ELIGIBILITY The construction materials (minerals metal ,sand and Murom) shall be bought from the authorized quarries along with the mineral dispatch permit or else 5 times the royalty will be deducted as penalty as per the Directions on the Director, Mines and Geology Department Bangalore proceedings dated 25.03.2013. None 1707809993000 0 None None ELIGIBILITY The awarded Contractor has to Submit his bills through e-MB for payment.( Billing is through e-Mb ie: Contractor has to produce Soft copy and hard Copy of RA or Final bill for payments) None 1707810004000 0 None None ELIGIBILITY The Original Documents and Certificates which are uploaded of keymachineries, ownership documents, which are uploaded shall be produced at the time of opening of Tender for Physical verification None 1707810022000 0 None None ELIGIBILITY As per Karnataka state Government order LD/95/LET/2013 Bangalore dated 01.04.2013 the Contractor shall be registered under section 7 of Buildings and other Construction workers (Regulation of Employment and Conditions of Service) Act and the construction labour shall get the registration under section 12 of the act before making payment of running bills None 1707810036000 0 None None ELIGIBILITY The Item rates quoted shall include cost of Royalty charges on construction materials None 1707810048000 0 None None ELIGIBILITY GST shall be paid to the Tendered Amount Separately None 1707810062000 0 None None ELIGIBILITY Increase in GST shall not be paid in the extended period of contract for which contractor is alone responsible for delay as determined by the authority while granting the extension of time. None 1707810133000 0 None None ELIGIBILITY The EMD of Rs. 3,10,000.00shall be paid in full through e-payment or in two parts i.e,Part(1)Rs. 1,00,000.00 by e-payment Part (2) Rs. 2,10,000.00 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, Karwar payable at Karwar. None 1707810165000 2 None None ELIGIBILITY The tenderer should maintain the DEFECT LIABILITY PERIOD, which is up to Two year after successful completion of the work. None 1707810183000 0 None None ELIGIBILITY Tender period for work completion 11 Calendar Months (including monsoon period) None 1707810836000 1 None None ELIGIBILITY The Tenderer PWD registeredClass-II & Above Contractor None 1707906407000 0 None None ELIGIBILITY Star rate Contract price shall be adjusted for increase or decrease in rates and prices of Steel/Cement in accordance with the following principles and procedure and as per formulae given in the contract data as per the Government Circular No. PWD 159 CRM 2009 Bangalore dated 30-9-2010 None preQualCriterionList None technicalCriterionList
createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList 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 Executed in any one year the following minimum quantities of work1)Earthwork/Subgrade/Embankment-3350.52 Cum 2)Concrete work (Including PCC/RCC)- 1006.33 Cum 3)Steel-48.88 Tone Past Experience None
createdTs version createdDate modifiedDate documentName None None None None Others -- Quantity wise workdone certificate None None None None 3.2(b) To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2018-19,2019-20 ,and 2020-21,2021-22,2022-23 Satisfactorily completed as prime contractor, at least one similar work such as Bridge Works of value not less than Rs 103.14 lakhs Capabilities of Vendor None
createdTs version createdDate modifiedDate documentName None None None None Others -- Work Done Certificate 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-( AxNx1.5-B )whereA-Maximum value of civil engineering works executed in any one year during the last five years (updated to 2022-23 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 -0.91 Year.B-Value at 2022-23 price level, of existing commitments and on-going works to be completed during the next 0.91 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 lettar head None None None None Assessed Tender Capacity shall be more than the Tendered Amount Capabilities of Vendor None
createdTs version createdDate modifiedDate documentName None None None None Others -- Assessment on the Letter Head of the Tenderer 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 work, if awarded Capabilities of Vendor None
createdTs version createdDate modifiedDate documentName None None None None Others -- Biodata of the personnel None None None None 3.3EachTenderer should further demonstrate:(a) As per this note each tender should demonstrate availability of few equipments/Machinery for execution of the Work however as per government circular to GO-TD/AE263/EXP12-2022 Dt: 11.05.2022 this Clause for Owing key Equipments for Works Costing upto Rs. 3.00 Crores is exempted however it is Obligatory for the contractor to use the following machineries for various activities involved in construction as per Morth Specifications. Equipments Required during Execution of Work a)Self Loading Concrete Mixer 1 No. b) ,Concrete mixer with hopper 2 No. c) ,Excavator 2 No. ,d) Tipper 2 No. e)Shuttering materials (Centering Plates & Materials & Multi Stressing Jacks) 500 Sqm f)Water Tanker (2000 ltr) 2 No. g) Dewatering Pump 10 HP 2 No. h),Vibrator Road Roller 1 No. Capabilities of Vendor None
createdTs version createdDate modifiedDate documentName None None None None Others -- List of Machinery None None None None 3.2 (a) To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2018-19 2019-20,and 2020-21,2021-22,2022-23Achieved in at least two financial years an minimum financial turnover (in all classes of civil engineering construction works only) of Rs.412.56 lakhs. The Bidder shall submit the Balance sheets and IT Returns of the same period to substantiate the turnover certificate. With UDIN Number Financial Status None
createdTs version createdDate modifiedDate documentName None None None None Others -- Audited CA Certificate of Annual Turnover None None None None The EMD of Rs. 3,10,000.00 shall be paid in full through e-payment or in two parts i.e,Part(1)Rs. 1,00,000.00 by e-payment part (2) 2,10,000.00 in the form of BG to be upload. Financial Status None
createdTs version createdDate modifiedDate documentName None None None None Others -- EMD Details. None None None None Liquid assets and /or availability of credit facilities of no less than Rs. 56.26 Lakhs (estimated cash flow for 3 months of peak construction period) Financial Status None
createdTs version createdDate modifiedDate documentName None None None None Others -- Line of Credit None None None None Information on litigation in which the Tender is involved. Others Other Related documents
createdTs version createdDate modifiedDate documentName None None None None Others -- Information on litigation in which the Tender is involved None None None None Information on the Works for which tenderer has submitted Tender Others Other Related documents
createdTs version createdDate modifiedDate documentName None None None None Others -- Information on the Works for which tenderer has submitted Tender None None None None Contractor PWD registration certificate. Others Other Related documents
createdTs version createdDate modifiedDate documentName None None None None Others -- PWD Registration Certificate (Class I) None None None None List of existing commitments and ongoing works Others Other Related documents
createdTs version createdDate modifiedDate documentName None None None None Others -- Information in format IV None None None None Proposed methodology and Program of construction, backed with equipment, planning and deployment, duly supported with Broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. Others Other Related documents
createdTs version createdDate modifiedDate documentName None None None None Others -- Bar Chart/ PERT and Report None None None None List of Financial Resources with Certificates Others Other Related documents
createdTs version createdDate modifiedDate documentName None None None None Others -- Other Related documents None None None None Other Related documents Others Other Related documents
createdTs version createdDate modifiedDate documentName None None None None Others -- Other Related documents tenderCriterionDocumentList
documentName optional documentTypeText Annual Turnover CertificateAnnual Turnover Certificate as per KW4 True Technical Bid Contractor PWD Registration Certificate True Technical Bid Bid capacity on the contractor letter head as per KW4. True Technical Bid Satisfactorily completed as prime contractor, at least one similar work done certificate as per KW4. True Technical Bid LOC is in the precribed format-2 True Technical Bid Quantity wise workdone certificate as per KW4. True Technical Bid Any other related documents as per KW4. True Technical Bid Machinery as per KW4. True Technical Bid Present Postal address and phone number and email id of the Contractor is Compulsory True Technical Bid Details of ongoing works True Technical Bid tenderWorkLocationList
tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Bridges/Culverts Uttara Kannada Kumta Kanara KUMTA basolli None None None None None None tenderAddress
createdTs 1707980170000 version 0 createdDate None modifiedDate None blockNumber PWD Division Karwar street None city Karwar state Karnataka pin 581301 tenderRecallDTO None