createdTs None version None createdDate None modifiedDate None noticeInvitingTenderDTO
createdTs 1724216023495 version 14 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 4100.00 emd 246000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 06-09-2024 10:30:00 tenderQueryClose 30-08-2024 17:30:00 technicalBidOpen 09-09-2024 11:00:00 publishedDate 21-08-2024 17:43:20 publishedByPost KPCL_EE_OLAC_BTPS_BEL publishedByUser KPE11622 - OMPRAKASH bidValidityPeriod 180 noOfCalls 1 preBidMeetingDate 29-08-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Suryawanshi Omprakash splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 9449599124 tenderSupplierList None tenderSchedule
createdTs 1724216023539 version 10 createdDate None modifiedDate None tenderNumber KPCL/2024-25/PS/WORK_INDENT1844 title Construction of cement concrete apron in front of Unit-1 and 2 ash silos at BTPS Phase-1 description Construction of cement concrete apron in front of Unit-1 and 2 ash silos at BTPS Phase-1 category WORKS categoryText Works ecv 16399053.63 deptName Karnataka Power Corporation Limited status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 4911 locationName KPCL Executive Engineer OLAC Office BTPS Bellary provisionalAmount 16400000.0 groupOverheadTotal None fileNumber EEOLAC/107 tenderSubEstimateList
createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1724216024000 0 None None Power stations Construction of cement concrete apron in front of Unit-1 and 2 ash silos at BTPS Phase-1 16399053.63
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3823634 145552 None 001 Cutting of Trees girth from 300 mm to 600 mm, including removal of stumps and roots of trees backfilling with suitable material to required compaction Each 1178.3 1178.3 3.0 False None None False None False 3534.9 0 3823635 145552 None 002 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 126.4 126.4 4564.0 False None None False None False 576889.6 0 3823636 145552 None 003 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 ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m Cum 564.65 564.65 359.0 False None None False None False 202709.35 0 3823637 145552 None 004 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 130.1 130.1 531.0 False None None False None False 69083.1 0 3823638 145552 None 005 Providing and Filling in foundation with granite / trap broken metal 100m and down size & with available pond ash including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per pecifications. Cum 2216.6 2216.6 729.0 False None None False None False 1615901.4 0 3823639 145552 None 006 Providing and laying in position Plain 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 otherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately)Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 8331.3 8331.3 450.0 False None None False None False 3749085.0 0 3823640 145552 None 007 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 otherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8242.8 8242.8 22.0 False None None False None False 181341.6 0 3823641 145552 None 008 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, 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 8368.2 8368.2 471.0 False None None False None False 3941422.2 0 3823642 145552 None 009 Providing and fixing in position 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 500mm. Long and at 200 mm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT , chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. No 470.8 470.8 2697.0 False None None False None False 1269747.6 0 3823643 145552 None 010 Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. m 86.75 86.75 1152.0 False None None False None False 99936.0 0 3823644 145552 None 011 Filler joint - Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight m 59.45 59.45 486.0 False None None False None False 28892.7 0 3823645 145552 None 012 Filler joint - Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. m 286.2 286.2 270.0 False None None False None False 77274.0 0 3823646 145552 None 013 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge Kg 140.0 140.0 1033.0 False None None False None False 144620.0 0 3823647 145552 None 014 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification) Tonne 97894.65 97894.65 24.28 False None None False None False 2376882.102 0 3823648 145552 None 015 Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work, 25 mm nominal dia Pipes. m 277.55 277.55 26.5 False None None False None False 7355.075 0 3823649 145552 None 16a Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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 cmx 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 Mandtory sign-60 cm circular No 5388.4 5388.4 2.0 False None None False None False 10776.8 0 3823650 145552 None 16b Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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 cmx 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.Cautionary sign- 90cm equilateral triangle No 5882.75 5882.75 2.0 False None None False None False 11765.5 0 3823651 145552 None 16c Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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 cmx 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.- information signs-600 X 800 mm No 6820.7 6820.7 2.0 False None None False None False 13641.4 0 3823652 145552 None 017 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 616.65 616.65 116.0 False None None False None False 71531.4 0 3823653 145552 None 018 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 A. Stone Boulders including providing Cement mortar 1:6 (1 cement : 6 fine sand) including cost of all materials, labour and usage charges of machinery complete as per the direction of engineer incharge of work. Cum 4058.45 4058.45 174.0 False None None False None False 706170.3 0 3823654 145552 None 019 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Sqm 1623.1 1623.1 366.0 False None None False None False 594054.6 0 3823655 145552 None 020 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge Sqm 438.6 438.6 692.0 False None None False None False 303511.2 0 3823656 145552 None 021 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 329.55 329.55 272.0 False None None False None False 89637.6 0 3823657 145552 None 022 Disposing of excess excavated muck through tippers/tractors to the designated dump yard including labour cost, machineries, transportation etc., and as direction of Engineer-in-charge Cum 38.05 38.05 4292.0 False None None False None False 163310.6 0 3823658 145552 None 023 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. Cum 3005.8 3005.8 3.0 False None None False None False 9017.4 0 3823659 145552 None 024 roviding to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (approx. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide). m 204.45 204.45 396.0 False None None False None False 80962.2 0 generalCriterionList
createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1724216024000 3 None None ELIGIBILITY Eligible reputed individual/company registered KPWD Class-III and above contractors are eligible to apply and certificate issued by respective department in this regard shall be furnished. None 1724216024000 1 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1724216024000 1 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory. None 1724216024000 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 1724216024000 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 1724216817000 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 procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1724216887000 0 None None ELIGIBILITY The original documents should be produced for verification at any stage of tender process as and when sought for, failing which, the bids are liable for disqualification. None 1724216907000 0 None None ELIGIBILITY Rates shall be quoted in price schedule in the website itself. None 1724217158000 0 None None ELIGIBILITY The tender shall be valid for 180 days from the date of opening. None 1724217208000 0 None None ELIGIBILITY Conditional tenders are liable for rejection. None 1724217222000 0 None None ELIGIBILITY The Bidder shall comply all the GST requirements. None 1724217253000 0 None None ELIGIBILITY The contractor shall quote his rates inclusive of PF as per the applicable rate as issued by the PF department from time to time and if any variation occurs it shall be paid / refunded by / to the Corporation againstdocumentary evidence. None 1724217278000 0 None None ELIGIBILITY The bidder shall register himself under section 7 and their worker who will be engaged for the work under section 12 of the building and other construction workers act 1996. If not the successful bidder may do soimmediately before award of work. None 1724217301000 0 None None ELIGIBILITY The successful bidder shall give an undertaking that they would abide by the provisions of the Employees Provident Fund Act. None 1724217318000 1 None None ELIGIBILITY The bidder shall obtain insurance coverage for all the workers deployed for this work. None 1724217346000 0 None None ELIGIBILITY The bidder shall quote his rates inclusive of GST and all other applicable taxes, levies, duties and Building Workers Welfare Cess at 1% etc., as perthe latest GoK and GoI prevailing as on the date of opening of financial bid. None 1724217478000 0 None None ELIGIBILITY KPCL shall recover the Income Tax, building workers welfare cess, at the prevailing applicable rates. None 1724217794000 0 None None ELIGIBILITY The bidder should take into account the prevailing royalty charge while quoting their rates and shall be deducted from the work bills. The successful bidder shall strictly adhere to Rule 36 & 42 of Karnataka Mineral Concession Rules 1994 & its amendments thereof If the successful bidder/agency fails to furnish documents related to remittance of royalty charges for Coarse aggregate, Fine aggregate, murrum etc., as per Rule 44(4) of Karnataka Mineral Concession (amendment) Rules 2016, following penalty will be recovered from the work bills. (i)A penalty of 5 times the royalty amount or A penalty of Rs.1500/- per ton for building stone and Rs. 3000/- per ton for sand as per Schedule I-C in addition to royalty charges.(ii)A penalty of 30% of total royalty amount and the same will be transferred to District Mineral Foundation Trust as per rule 36(A). None 1724217827000 0 None None ELIGIBILITY The bidder should maintain register of workers deployed and wages paid for the workers and shall produce the documents whenever called for by the competent authority. Remittance towards PF shall be commensurate with the labour component of the work involved. None 1724217846000 0 None None ELIGIBILITY Bidder should have independent PF code. The bidder shall remit PF of labourers to Contractors permanent PF code number only and not to the KPCL PF sub code. None 1724217869000 0 None None ELIGIBILITY In case the dates notified above declared as holiday, the immediate nextworking day will be reckoned. None 1724217892000 0 None None ELIGIBILITY If the Bidder makes any alterations in the conditions of the contract or puts any condition of his own, such tenders are liable for rejection. None 1724217917000 0 None None ELIGIBILITY Further details of the work or any clarifications can be obtained from the office of the Executive Engineer (OLA) Civil, BTPS, KPCL, Kudithini-58315,during office hours. Mobile-91-9449599124. None 1724217931000 0 None None ELIGIBILITY Corrigendum/modification/corrections, if any, will be published in the web site only. None 1724217946000 0 None None ELIGIBILITY The bidder shall quote item rates on the basis of prevailing market rate. None 1724217962000 0 None None ELIGIBILITY Any variation in labour wages made by the Government from time to time shall be borne by the agency. Any claim towards this variation will not beentertained by KPCL. None 1724218055000 0 None None ELIGIBILITY In case of death of a contractor after executing the agreement/ commencement of the work, his legal heir (to be intimated at the time of execution of agreement by the successful contractor), if any eligible registered contractor and willing, can execute and complete the work at the accepted tender rates irrespective of the cost of the work after obtaining approval from competent authority. None 1724218126000 0 None None ELIGIBILITY Within 20 days of receipt of the Letter of Acceptance, the successful Tenderer shall deliver to the Employer a Security deposit in any of the form of DD/BG as per bid for an amount equivalent to 5% of the contract price plus additional security deposit for unbalanced tender (amount put to tender-quoted amount) None 1724218155000 0 None None ELIGIBILITY Contract performance guarantee (CPG))/Security deposit (SD) should be valid for 30 days after the date of completion of defect liability period None 1724218190000 0 None None ELIGIBILITY The work completion period is 04 Months (including monsoon) and the Tenderer should maintain work during the defect liability period, which is twelve months from the actual date of completion of the work. None preQualCriterionList None technicalCriterionList
createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None The individual tenderer should have satisfactorily completed (at least 90% of the contract value) a single work as a prime contractor of similar nature of work of value not less than Rs.82.00 lakhs in any one year in the preceding five financial years (ie. 2019-20, to 2023-24). The work done certificate issued from State / Central Government / Government under taking from officers not below the rank of Executive Engineer or equivalent cadre shall be furnished. (Weightage of 10% per year will begiven to the cost of completed works of previous years to bring them to the price level of present financial year) Past Experience None
createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Assessed available tender capacity (AxNx1.5-B) should be greater than the amount put to tender, were, A-Maximum value of 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- Numberof years prescribed for completion of the works for which tenders are invited for 0.33 years (4 months). B - Value of existing commitments and on-going works to be completed during the next 0.33 years (4 months). The signed copy of available tender capacity calculation sheet shall be uploaded. Capabilities of Vendor None
createdTs version createdDate modifiedDate documentName None None None None Others -- Tender capacity. None None None None The individual tenderer should have achieved in at least two financial years a minimum annual financial turnover of Rs.327.99 lakhs in the preceding five financial years (ie. 2019-20, to 2023-24). Turnover certificate duly certified by the chartered accountant shall be furnished. (Weightage of 10% per year will be given to the financial turnover of previous years to bring them to the price level of present financial year). On demand original shall be produced for verification. Financial Status None
createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None NIL Others NIL
createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL
createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL
createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others nil
createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others nil
createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL
createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others nil
createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL
createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others nil
createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others NIL
createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others nil
createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None NIL Others nil
createdTs version createdDate modifiedDate documentName None None None None Others -- NIL None None None None Scanned Copy of PWD Registration Certificate Class -III and above should be uploaded Others KPWD Registration Certificate
createdTs version createdDate modifiedDate documentName None None None None Others -- KPWD Registration Certificate Class-III and above. None None None None The intending bidder executed in any one year of last five financial years i.e.2019-20 to 2023-24 minimum quantity of work Plain/reinforced Cement concrete- 760 Cum TMT steel reinforcement- 19500 Kgs Others Minimum Quantity
createdTs version createdDate modifiedDate documentName None None None None Others -- Minimum quantity None None None None Liquid assets and /or availability of credit facilities of not less than Rs.49.20 Lakhs (Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc. (usually the equivalent of the estimated cash flow for three months in the peak construction period) Others Line of credit
createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Availability by own/hire machinery for this work. Tipper 2 Nos, Excavator 1 Nos Concrete Mixer 2 Nos. Others Availability of machinery
createdTs version createdDate modifiedDate documentName None None None None Others -- Availability of machinery None None None None Scanned Copy of GST registration certificate should be uploaded. Others GST registration certificate
createdTs version createdDate modifiedDate documentName None None None None GST Registration None None None None Scanned Copy of PAN Card should be uploaded Others PAN CARD
createdTs version createdDate modifiedDate documentName None None None None Others -- PAN CARD None None None None Scanned Copy of PF registration certificate should be uploaded. Others Valid EPF Certificate
createdTs version createdDate modifiedDate documentName None None None None Valid EPF Certificate None None None None The duly filled signed copy of qualifying information shall be uploaded. Others Qualifying information
createdTs version createdDate modifiedDate documentName None None None None Others -- Qualifying information None None None None The declarations as mentioned in the tender document shall be uploaded. Others Declarations
createdTs version createdDate modifiedDate documentName None None None None Others -- Declarations tenderCriterionDocumentList
documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Work Done Certificate True Technical Bid Assessed tender capacity calculation sheet shall be uploaded True Technical Bid Equipment capacity declaration True Technical Bid Line of credit issued by the banker True Technical Bid KPWD Class III& above registration certificate. True Technical Bid Scanned copy of PAN certificate. True Technical Bid Scanned copy of PF registration certificate. True Technical Bid Scanned copy of GST registration certificate. True Technical Bid Qualifying information True Technical Bid Declaration as mentioned in the bid shall be uploade True Technical Bid Minimum quantity of work shall be uploaded as mentioned in the bid True Technical Bid tenderWorkLocationList
tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Power stations Ballari Sanduru Bellary SANDUR BTPS KPCL KUDUTINI None None None None None None tenderAddress
createdTs 1724239226000 version 0 createdDate None modifiedDate None blockNumber EXECUTIVE ENHGINEER(OLA)C BTPS, KPCL KUDUTINI - 583152 street None city Ballari state Karnataka pin 583152 tenderRecallDTO None