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noticeInvitingTenderDTO	createdTs 1724240743671 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 11250.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 06-09-2024 17:00:00 tenderQueryClose 03-09-2024 17:00:00 technicalBidOpen None publishedDate 23-08-2024 15:25:51 publishedByPost TP_CO_KGT publishedByUser KPE17715 - VEERANNA G ANAGADI bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Chief Officer 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 9945667625 tenderSupplierList None
tenderSchedule	createdTs 1724240743701 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/BD/WORK_INDENT24761 title Construction of burning dead bodies building At ward no 10 Maratha Society Burreli Ground. description Construction of burning dead bodies building At ward no 10 Maratha Society Burreli Ground. category WORKS categoryText Works ecv 448012.20 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2441 locationName DMA Town Panchayat Khalghatgi provisionalAmount 450000.0 groupOverheadTotal 68340.84 fileNumber TPK/JE/15FnUT18/2024-25/26
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1724240744000 0 None None Buildings Construction of burning dead bodies building At ward no 10 Maratha Society Burreli Ground. 379671.36 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3830231 145942 None PWD SR 2024-25 vol:1 P.NO.8 I.No:1.14.1 Earth Work Excavation Mechanical Earth work excavation for Foundation by Mechanical means for all works & depth up to 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 up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete thework In all kinds of soils Depth upto 3 m Cum 102.0 102.0 15.61 False None None False None False 1592.22 0 3830232 145942 None PWD SR 2021-22 Vol:1 P.NO.8 I.No:1.14 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 theexcavated 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 wor Cum 75.19 75.19 18.16 False None None False None False 1365.4504 0 3830233 145942 None PWD SR 2024-25 Vol:1 P.NO.15 I.No:2.1.3 Providing and laying in position Plain Cement Concrete Mix 1:3:6 (M10) 40 mm nominal size aggregates 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6168.67 6168.67 7.21 False None None False None False 44476.1107 0 3830234 145942 None PWD SR 2024-25 Vol:1 P.NO.18 I.No: 2.11a 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 92140.71 92140.71 0.268 False None None False None False 24693.71028 0 3830235 145942 None PWD SR 2024-25 Vol:1 P.NO.16 I.No:2.4.2 Providing and laying in position Cement Concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Cum 6512.69 6512.69 2.41 False None None False None False 15695.5829 0 3830236 145942 None PWD SR 2024-25 Vol:1 P.NO.15 I.No:2.1.4 Providing and laying in position Plain Cement Concrete Mix 1:3:6 (M10) 20 mm nominal sizeaggregates 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 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6403.51 6403.51 4.49 False None None False None False 28751.7599 0 3830237 145942 None PWD SR 2024-25, Vol: 2 P.NO.9 I.No: 5.1.1 Providing Random Rubble Masonry with hard stone in foundation and plinth including levelling up with Cement Concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5779.33 5779.33 7.36 False None None False None False 42535.8688 0 3830238 145942 None PWD SR 2024-25 Vol:1 P.NO.16 I.No:2.5.1 Providing and laying in position Cement Concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6828.9 6828.9 2.9 False None None False None False 19803.81 0 3830239 145942 None PWD SR 2024-25 Vol:1, P.NO.111, I.No:Addendum-I Form Work As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For RCC Columns / Shaft (Slip Centering form works consider 70% Cum 4780.23 4780.23 1.63 False None None False None False 7791.7749 0 3830240 145942 None PWD SR 2024-25 Vol:1 P.NO.7 I.No: 1.9 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 273.98 273.98 22.56 False None None False None False 6180.9888 0 3830241 145942 None PWD SR 2021-22 Vol:2 P.No.81 I.No:11.16.2 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 gratings, frames, guard bar, ladder, railings, brackets, Gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR 2021-22 Vol:2 P.No.82 I.No: 11.25.2) Kg 140.08 140.08 152.01 False None None False None False 21293.5608 0 3830242 145942 None PWD SR 2024-25 Vol:1, P.NO.111, I.No:Addendum-I Form Work As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Foundation upto Plinth - b. All other types form works consider 3% Cum 195.38 195.38 2.41 False None None False None False 470.8658 0 3830243 145942 None PWD SR 2024-25 Vol:1, P.NO.111, I.No:Addendum-I Form Work As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Plinth Beams of Buildings form works consider 50% Cum 3414.45 3414.45 1.27 False None None False None False 4336.3515 0 3830244 145942 None PWD SR 2024-25 Vol:2 P.NO.21 I.No: 7.1.1 Providing & fixing corrugated G.S. sheet roofing including vertical /curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to 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 as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m² Sqm 905.37 905.37 85.48 False None None False None False 77391.0276 0 3830245 145942 None PWD SR 2024-25 Vol:2 P.NO.21 I.No: 7.1.1 Providing & fixing ridges or hips of width 60 cm overall width plain G.S.sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I limpet and bitumen washers complete as per design drawings. 0.63 mm thick with zinc coating not less than 275 g/m² Mtr 658.17 658.17 9.4 False None None False None False 6186.798 0 3830246 145942 None PWD SR 2021-22 Vol:3 P.NO.15 I.No: 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet equirement of table No. 300-2 Cum 507.79 507.79 5.27 False None None False None False 2676.0533 0 3830247 145942 None PWD SR 2021-22 Vol:3 P.No.27 I.No: 4.24 Providing, laying, spreading and compacting graded tone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / ase course on well prepared surface and compacting with vibratory roller to achieve the desired density Cum 2465.82 2465.82 3.51 False None None False None False 8655.0282 0 3830248 145942 None PWD SR 2024-25, Vol: 2, P.NO.17, I.No: 6.32 Providing and constructing load bearing wall with Solid Concrete Blocks of size 400 x 200 x 200mm 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 1349.3 1349.3 28.98 False None None False None False 39102.714 0 3830249 145942 None PWD SR 2024-25, Vol:2 P.NO.41 I.No: 8.3.2 Providing 20 mm Cement Plaster of mix :1:6 (1 cement: 6 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 364.62 364.62 70.46 False None None False None False 25691.1252 0 3830250 145942 None PWD SR 2024-25 Vol:3 P.NO.17 I.No:3.1 Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work Cum 87.55 87.55 11.2 False None None False None False 980.56 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1724240753000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1724240753000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1724240753000 1 None None ELIGIBILITY The Contractor must have KPWD/KTTP PWD Civil Class-IV & above Registration None 1724240753000 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 1724240753000 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 1724240753000 1 None None ELIGIBILITY Conditional tender will not be considered None 1724240753000 1 None None ELIGIBILITY The Department is not responsible for any delay in accessing E-procurement portal. None 1724240753000 1 None None ELIGIBILITY Period for completion of this work is 3 Months. None 1724240753000 1 None None ELIGIBILITY The contractor has produce all the Original documents at the time of opening of tender or Afterwords for Verif... None 1724240753000 1 None None ELIGIBILITY The Contractor shall be responsible for the safety of all activities on the Site. None 1724240969000 0 None None ELIGIBILITY All the Relevant Documents as per KW-1 need to be uploaded while submitting bid in general documents provision... None 1724240983000 0 None None ELIGIBILITY Payment of work is done after Quality control and third party inspection Report None 1724240997000 0 None None ELIGIBILITY Contractor Must follow the terms and conditions given by town Panchayat as and when. None 1724241013000 0 None None ELIGIBILITY All workdone certificates should be signed by Executive Engineer or above Rank. None 1724241030000 0 None None ELIGIBILITY Contractor Must submit his last 5 year Turnover Certificate Signed by C.A. None 1724241048000 0 None None ELIGIBILITY Contractor Must Submit his GST, Income Tax Certificate. None 1724241065000 0 None None ELIGIBILITY Contractor Must submit Line of Credit of Rs. 30 Percentage of Tender Amount from Nationalised Bank None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Contractor Registration Certificate True Technical Bid Line of Credit 30 Percent... True Technical Bid GST Registration Certific.. True Technical Bid Similar nature of workdon... False Technical Bid Work done Certificate False Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None