createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1724919012917 version 6 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1150.00 emd 91980.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 12-09-2024 17:00:00 tenderQueryClose 09-09-2024 16:00:00 technicalBidOpen 13-09-2024 17:30:00 publishedDate 30-08-2024 13:05:29 publishedByPost TP_CO_KBR publishedByUser KPE17185 - HALASIDDA YALLAPPA SULLANAVAR bidValidityPeriod 180 noOfCalls 2 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson H Y Sulannavar 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 08338297097 mobileNumber 9986559986 tenderSupplierList None
tenderSchedule	createdTs 1724919012920 version 15 createdDate None modifiedDate None tenderNumber DMA/2024-25/BD/WORK_INDENT21687/CALL-2 title Construction of Processing shed and storage(truss) at SWM Site in Kabbur TP Limit. description Construction of Processing shed and storage(truss) at SWM Site in Kabbur TP Limit. category WORKS categoryText Works ecv 4599221.93 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2509 locationName DMA Town Panchayat Kabbur provisionalAmount 5427859.0 groupOverheadTotal None fileNumber SMB-1-2-01
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1724919013000 0 None None Buildings Construction of Processing shed and storage(truss) at SWM Site in Kabbur TP Limit. 4599221.93 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3877587 148818 None code01 Compacting original ground supporting embankment 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. Sqm 110.25 110.25 168.0 False None None False None False 18522.0 0 3877588 148818 None code02 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 Cum 446.25 446.25 106.4529 False None None False None False 47504.606625 0 3877589 148818 None code03 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 18.4396 False None None False None False 109663.98912 0 3877590 148818 None code04 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 egates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle tors, providing weep holes wherever esary, including all lead & lifts, cost of all materials of quality, confirming to the quirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical Secifications. (The cost of steel reinforcement & formwork to be paid M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6652.8 6652.8 26.1387 False None None False None False 173895.54336 0 3877591 148818 None code05 Centring and shuttering Isolated 8% Cum 532.22 532.22 12.15 False None None False None False 6466.473 0 3877592 148818 None code06 Centring and shuttering RCC Columns / Shaft (Slip Centering) 70% Cum 4656.96 4656.96 4.8599 False None None False None False 22632.359904 0 3877593 148818 None code07 Centring and shuttering Plinth beam of buildings 50% Cum 3326.4 3326.4 9.1287 False None None False None False 30365.70768 0 3877594 148818 None code08 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 48.2536 False None None False None False 346709.35404 0 3877595 148818 None code09 Centring and shuttering RCC Columns / Shaft (Slip Centering) 70% Cum 5029.6 5029.6 14.5799 False None None False None False 73331.06504 0 3877596 148818 None code10 Centring and shuttering RCC Beams, Lintels & Troughs of Aqueducts 60% Cum 4311.08 4311.08 33.6736 False None None False None False 145169.583488 0 3877597 148818 None code11 Providing Thermo-Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Tonne 93929.85 93929.85 7.8084 False None None False None False 733441.84074 0 3877598 148818 None code12 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 279.3 279.3 71.0032 False None None False None False 19831.19376 0 3877599 148818 None code13 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 (i) For Grading -I Material Cum 2478.0 2478.0 78.3006 False None None False None False 194028.8868 0 3877600 148818 None code14 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 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 78.3006 False None None False None False 210389.79717 0 3877601 148818 None code15 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 M20 (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 m3 capacity and appropriate weigh batcher using approved mix design, laid inapproved 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.MORD Ref. 1501 Cum 6961.5 6961.5 78.3006 False None None False None False 545089.6269 0 3877602 148818 None code16 Providing and fixing self-supported, ribbed, high quality, high grade (D:350 MPA Yst Min ), pre- painted Galvalume steel roof sheet, coated with bare Galvalume coating AZ 150, @ 150 gms/Smtr 55%AL,45%Zn) by hot dip process , of total coated thickness as specified for different spans with a tolerance of +/- 0.02 mm, according to technical specification confirming to A 792, with NCCA ll-1, or ECCA T4 Pencil hardness HB, NCCA standard T- Bend test. The roof should be fastened to the gutter beam, on the external sloping side, at an interval of 51mm Centre to Centre, to a depth of 65 mm with GI anchor bolts and neoprene washers & subjecting the gutter beam to Schmidt, Hammer test to ensure the anchorage of the anchor bolts. The self-supported roofing system should be designed to with stand the wind load (As per IS 875 part-3) & Earthquake load (as per IS 1893) & the design should also comply with any other technical requirements such as turbo ventilators of 0.60 mts. dia and skylights of size 4.26 x0.60 mts. fixed one in each row @ 10.00 Mtr C/Calong the length & hangers for electrical fixtures as per the requirements including cost of all materials &labour for erection, all lead and lift, loading and unloading, HOM of machineries etc., complete as per the standard detailed technical specification, design a) Span :Above 15 Meters upto 18 Meters (b) Material Specification: Colour Coated Galvalume Sheet, Cum 1732.5 1732.5 608.52 False None None False None False 1054260.9 0 3877603 148818 None code17 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 1375.5 1375.5 231.84 False None None False None False 318895.92 0 3877604 148818 None code18 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) 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 309.75 309.75 461.43 False None None False None False 142927.9425 0 3877605 148818 None code19 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 143.85 143.85 461.43 False None None False None False 66376.7055 0 3877606 148818 None code20 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 110mm dia., 6 kg/sqcm & class 3 Sqm 431.55 431.55 32.0 False None None False None False 13809.6 0 3877607 148818 None code21 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. Mtr 2764.65 2764.65 70.05 False None None False None False 193663.7325 0 3877608 148818 None code22 Providing and fixing ball bearing for rolling shutters including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge Sqm 423.15 423.15 4.0 False None None False None False 1692.6 0 3877609 148818 None code23 Extra for providing mechanical device chain and crank operation for operating rolling shutters: Exceeding 16.80 m² in area including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. Sqm 1050.0 1050.0 70.05 False None None False None False 73552.5 0 3877610 148818 None code24 Electricity works cost No 57000.0 57000.0 1.0 False None None False None False 57000.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1724919013000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1724919013000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1724919013000 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 1724919013000 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 1724919013000 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 1724919013000 0 None None ELIGIBILITY Quantity wise similar type of work done certificate to be submitted Minimum 80% of BOQ 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 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 Proposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached) None None None None None None Work Done Certificate Financial Status None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Line of Credit Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None PWD Registration Certificate (Class I/II/III/IV) Financial Status None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Audited CA Certificate of Annual Turnover Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Attach scan copy of Pan card and Aadhaar card Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Other
tenderCriterionDocumentList	documentName optional documentTypeText Contractor Registration Certificate True Technical Bid 5year Annual Turnover Certificate True Technical Bid PAN Card and GST Registration True Technical Bid Similar Nature of work done Certificate counter signed by EE True Technical Bid Line of credit Certificate from Nationalized bank True Technical Bid work done cost of 50percentage of Tender Amount True Technical Bid Aadhar Card or Address Proof Document For Communication True Technical Bid Tender Difference amount FDR Scan copies must True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None