createdTs	None
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noticeInvitingTenderDTO	createdTs 1724139984157 version 7 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 3030.00 emd 200000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 04-09-2024 16:00:00 tenderQueryClose 04-09-2024 12:00:00 technicalBidOpen 05-09-2024 16:30:00 publishedDate 26-08-2024 16:56:40 publishedByPost CMC_MCOM_KWR publishedByUser KPE14495 - JAGADISH BABU HULAGEJJI bidValidityPeriod 180 noOfCalls 1 preBidMeetingDate 28-08-2024 16:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson SADANAND SALEHITTAL 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 9448331516 tenderSupplierList None
tenderSchedule	createdTs 1724139984187 version 6 createdDate None modifiedDate None tenderNumber DMA/2024-25/BD/WORK_INDENT26461 title CONSTRUCTION OF PROPOSED 10TPD MRF CENTRE OF PEB STRUCTURE AT SWM SITE SHIRWAD, KARWAR description CONSTRUCTION OF PROPOSED 10TPD MRF CENTRE OF PEB STRUCTURE AT SWM SHIRWAD, KARWAR category WORKS categoryText Works ecv 12099257.97 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2419 locationName DMA City Municipal Council Karwara provisionalAmount 12100000.0 groupOverheadTotal 1845649.52 fileNumber DMA/2024-25/SBM2/03
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1724139984000 1 None None Buildings CONSTRUCTION OF PROPOSED 10TPD MRF CENTRE OF PEB STRUCTURE 10253608.45 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3817635 145143 None Item No. 1.14.1 Page No. 8 Vol.1 PWD SR KSRB 1-1.14.1: Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Cum 114.24 114.24 175.53 False None None False None False 20052.5472 0 3817636 145143 None PWD SR 2023-24 pg A-38 Sl No 9 Granular Aggregates 100mm down size Cum 1280.16 1280.16 19.14 False None None False None False 24502.2624 0 3817637 145143 None Item No. 2.1.2 Page No. 15 Vol.1 PWD SR KSRB 2-2.1.2: Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork shall be paid separately. Specification No. KBS 2.1, Cum 6343.68 6343.68 92.47 False None None False None False 586600.0896 0 3817638 145143 None Item No. 2.3.2 Page No. 16 Vol.1 PWD SR & Appendi KSRB 2-2.3.2: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. Specification No. KBS 2.3., 2.3 FOOTING Cum 7838.21 7838.21 36.96 False None None False None False 289700.2416 0 3817639 145143 None Item No. 2.3.2 Page No. 16 Vol.1 PWD SR & Appendi KSRB 2-2.3.2: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. Specification No. KBS 2.3., 2.3 COLUMN Cum 12337.92 12337.92 28.59 False None None False None False 352741.1328 0 3817640 145143 None Item No. 2.3.2 Page No. 16 Vol.1 PWD SR & Appendi KSRB 2-2.3.2: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. Specification No. KBS 2.3., 2.3 HALL GRADE SLAB Cum 7838.21 7838.21 73.17 False None None False None False 573521.8257 0 3817641 145143 None Item No. 2.2.3 Page No. 15 Vol.1 PWD SR & Appendi KSRB 2-2.2.3.1 :Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 10644.48 10644.48 14.07 False None None False None False 149767.8336 0 3817642 145143 None Item No. 2.11 Page No. 18 Vol.1 PWD SR KSRB 2.11 Steel Fabrication: 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification. Tonne 100191.84 100191.84 11.52 False None None False None False 1154209.9968 0 3817643 145143 None Item No. 5.4 Page No. 9 Vol.2 PWD SR KSRB 5-5.4: Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 7155.68 7155.68 36.59 False None None False None False 261826.3312 0 3817644 145143 None Item No. 1.8 Page No. 7 Vol.1 PWD SR KSRB 1-1.8: 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 530.88 530.88 463.44 False None None False None False 246031.0272 0 3817645 145143 None Item No. 6.33 Page No. 17 Vol.2 PWD SR KSRB 6-6.33: Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm 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 1378.72 1378.72 310.87 False None None False None False 428602.6864 0 3817646 145143 None Item No. 8.2.1, Page No. 41, Vol.2 KSRB 8-8.3.1: Providing 15mm 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 330.4 330.4 645.81 False None None False None False 213375.624 0 3817647 145143 None Item No. 11.2, Page No. 77, Vol.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. Kgs 126.56 126.56 34638.0 False None None False None False 4383785.28 0 3817648 145143 None Item No. 7.38, Page No. 26, Vol.2 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineerin-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Sqm 636.16 636.16 1200.44 False None None False None False 763671.9104 0 3817649 145143 None Item No. 8.51, Page No. 50, Vol.2 KSRB 8-8.51 : Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 112.0 112.0 645.81 False None None False None False 72330.72 0 3817650 145143 None Item No. 8.54.1, Page No. 50, Vol.2 KSRB 8-8.54.1 : Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g/L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. One coat as per specifications and as per directions of Engineer in charge. Sqm 81.76 81.76 645.81 False None None False None False 52801.4256 0 3817651 145143 None Item No. 8.54.1, Page No. 50, Vol.2 KSRB 8-8.54.1 : Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g/L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. One coat as per specifications and as per directions of Engineer in charge. Sqm 81.76 81.76 645.81 False None None False None False 52801.4256 0 3817652 145143 None Item No. 11.6.1, Page No. 78, Vol.2 KSRB 11-11.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge Sqm 2948.96 2948.96 16.97 False None None False None False 50043.8512 0 3817653 145143 None Item No. 11.8.4, Page No. 77, Vol.2 KSRB 11-11.8.4:Extra for providing 2 HP Mild Steel Auto Reverse Shutter Gearbox for operating rolling shutters including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. No 27648.32 27648.32 1.0 False None None False None False 27648.32 0 3817654 145143 None Item No. 11.35.1.1, Page No. 87, Vol.2 KSRB 11-11.35.1.1:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion: Powder coated aluminium (minimum thickness of powder coating 50 micron) including cost of materials, labour, usage charges of machinery complete as per specifications. Kgs 506.24 506.24 295.5 False None None False None False 149593.92 0 3817655 145143 None MARKET RATE Internal Electric works LS 400000.0 400000.0 1.0 False None None False None False 400000.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1724139985000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1724139985000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1724139985000 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 1724139985000 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 1724139985000 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
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None None None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None work done Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Earthwork Excavation / Embankment-512CUM, Cement Concrete Plain and Reinforced-196CUM, Steel Reinforcement/ Fabrication Work/ Structural Steel-36.93MT Past Experience None createdTs version createdDate modifiedDate documentName None None None None Satisfactory Performance Certificate None None None None Satisfactory completed, at least one similar work of value not less than Rs.60.50 Lakhs as prime contractor. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Satisfactory Performance Certificate None None None None Achieved in at least two financial years a minimum annual financial turnover of Rs.242.00 Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None gst Financial Status None createdTs version createdDate modifiedDate documentName None None None None GST Registration None None None None Liquid assets and or availability of credit facilities of not less than Rs.36.30 Lakhs (Unconditional Credit lines/ letters of credit/ certificates from banks for meeting the fund requirement etc) as per format. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None class I and above Financial Status None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV)
tenderCriterionDocumentList	documentName optional documentTypeText PAN CARD/ ADHAR CARD True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1724394485000 version 0 createdDate None modifiedDate None blockNumber SWM site shirwad, KARWAR street None city KARWAR state Karnataka pin 581301
tenderRecallDTO	None