createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1725696844956 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1040.00 emd 97480.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 24-09-2024 16:25:00 tenderQueryClose 18-09-2024 16:20:00 technicalBidOpen None publishedDate 09-09-2024 18:09:17 publishedByPost DMA_EE6_CC_MYS publishedByUser KPE13419 - B NAGARAJ bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Manjunath B splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 9480382135 tenderSupplierList None
tenderSchedule	createdTs 1725696845003 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/WS/WORK_INDENT29375 title Providing, laying and linking 315 MM dia HDPE pipe line and installating of valves and construction of valve chamber from Vivekananda nagar Jyothi school to srirampura main road sara petrol bunk, Mysuru description Providing, laying and linking 315 MM dia HDPE pipe line and installating of valves and construction of valve chamber from Vivekananda nagar Jyothi school to srirampura main road sara petrol bunk, Mysuru category WORKS categoryText Works ecv 4130341.74 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2163 locationName DMA City Corporation Mysuru provisionalAmount 4874000.0 groupOverheadTotal None fileNumber MCCEEWSUGD1105092024
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1725696845000 0 None None Water supply/sewage lines Providing, laying and linking 315 MM dia HDPE pipe line and installating of valves and construction of valve chamber from Vivekananda nagar Jyothi school to srirampura main road sara petrol bunk, Mysuru 4130341.74 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3939975 152373 None code01 Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. By Manual Means, Bituminous course Cum 1309.35 1309.35 46.8 False None None False None False 61277.58 0 3939976 152373 None code02 Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. By Manual Means, Granular course. Cum 919.8 919.8 46.8 False None None False None False 43046.64 0 3939977 152373 None code03 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. Cum 508.2 508.2 561.6 False None None False None False 285405.12 0 3939978 152373 None code04 Manufacturing, providing, transporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing)etc. Pipe of 219mm dia-7.9mm thick Mtr 5428.5 5428.5 10.0 False None None False None False 54285.0 0 3939979 152373 None code05 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. HDPE Grade PE80-PN8.0,315mm dia Mtr 4290.3 4290.3 690.0 False None None False None False 2960307.0 0 3939980 152373 None code06 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. HDPE Grade PE80-PN8.0,250mm dia Mtr 2756.25 2756.25 80.0 False None None False None False 220500.0 0 3939981 152373 None code07 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For sluice Valve of PN 10.0 and 300mm No 63341.25 63341.25 2.0 False None None False None False 126682.5 0 3939982 152373 None code08 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For sluice Valve of PN 10.0 and 250mm Each 48815.55 48815.55 1.0 False None None False None False 48815.55 0 3939983 152373 None code09 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For sluice Valve of PN 10.0 and 200mm No 30144.45 30144.45 2.0 False None None False None False 60288.9 0 3939984 152373 None code10 Providing, fabricaing, supplying and fixing at site various diameters of MS Flanges as per IS standards to fix sluice valves as per sketch. The rate to include cost of all materials, labour, consumables, hire charges for tools and tackles, weldiing equipments etc. complete as per instructions of the Engineer in charge for: 300 mm dia Each 4389.0 4389.0 4.0 False None None False None False 17556.0 0 3939985 152373 None code11 Providing, fabricaing, supplying and fixing at site various diameters of MS Flanges as per IS standards to fix sluice valves as per sketch. The rate to include cost of all materials, labour, consumables, hire charges for tools and tackles, weldiing equipments etc. complete as per instructions of the Engineer in charge for: 250 mm dia Each 3774.75 3774.75 2.0 False None None False None False 7549.5 0 3939986 152373 None code12 Providing, fabricaing, supplying and fixing at site various diameters of MS Flanges as per IS standards to fix sluice valves as per sketch. The rate to include cost of all materials, labour, consumables, hire charges for tools and tackles, weldiing equipments etc. complete as per instructions of the Engineer in charge for: 200 mm dia Each 2822.4 2822.4 4.0 False None None False None False 11289.6 0 3939987 152373 None code13 Manufacturing, providing, transporting, rolling, lowering, laying, jointing & testing and commissioning of MS specials of minimum 8mm thick such as bends, tail pieces, reduces etc. conforming to IS-7322:1985 with latest amendments and including perfect linking and welding of joints to correct position includng cost and conveyance of materials with all lead and lifts, cost all labour and giving satisfactory hydraulic test as per IS:3589:2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications with inside lining two coat of food grade epoxy painting of approved make with each coat of 250 micron thick (after dry) over one coat of food grade epoxy primer of approved make with minium of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50x50mm weld mesh including loading and unloading of the pipes for the following category to suit PSC / MS / CI / AC / DI / PVC pipes. The weight of MS shell only by considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer. (Contractor will make his own arrangements for procuring water for testing) for: Kgs 178.5 178.5 250.0 False None None False None False 44625.0 0 3939988 152373 None code14 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 168.0 168.0 655.2 False None None False None False 110073.6 0 3939989 152373 None code15 Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/ Soft rock & depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work Cum 380.1 380.1 8.1 False None None False None False 3078.81 0 3939990 152373 None code16 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 0.81 False None None False None False 5093.6445 0 3939991 152373 None code17 Providing and laying in position 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6601.35 6601.35 5.19 False None None False None False 34261.0065 0 3939992 152373 None code18 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 90516.3 90516.3 0.39 False None None False None False 35301.357 0 3939993 152373 None code19 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 3.24 False None None False None False 904.932 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1725696846000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1725696846000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1725696846000 1 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 KPP portal due to internet connectivity issues and technical glitches at bidders end. None 1725696846000 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 1725696846000 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 1725696846000 1 None None ELIGIBILITY Conditional tenders will not be accepted. None 1725696846000 1 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of the tender and the employer will in no case be responsible and liable for those costs. None 1725696846000 1 None None ELIGIBILITY The cost of the Tender Processing fee shall not be refundable None 1725696846000 1 None None ELIGIBILITY The authority reserves the rights to Reject or accept any or all the tenders without assigning any reasons None 1725696846000 1 None None ELIGIBILITY The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the respective Standard Tender documents (uploaded) None 1725696846000 1 None None ELIGIBILITY The EMD will be released only after the Work Order None 1725696846000 1 None None ELIGIBILITY Tenderer in his name should have in the last five years i.e. (2019-20 to 2023-24), Achieved in at least two financial years an annual financial turnover (in all classes of civil engineering construction works only) 100% of Estimate cost. None 1725696846000 1 None None ELIGIBILITY Technical evaluation will be done as per latest KTPP act. None 1725696846000 1 None None ELIGIBILITY The successful Tenderer shall deliver to the Employer a Security deposit at the time of Agreement, in the name of the Executive Engineer, Ws & UGD East Division, MCC, Mysore for an amount equivalent to 5% of the Contract price plus additional security for the difference cost (below Estimate Cost) in accordance with the Conditions of Contract. None 1725696846000 1 None None ELIGIBILITY Any dispute regarding this tender appeal should be submitted through KPP Portal None 1725696846000 1 None None ELIGIBILITY Any changes/modifications if any will be notified/ updated through KPP Portal only. None 1725696846000 1 None None ELIGIBILITY As per PWD Code 251. Jurisdiction: Contractors registered under Class I and II may tender for works anywhere in the state. Contractors registered under Class III may tender for works within the districts of the Public Works Department circles where in they are registered. Contractors registered under Class IV may tender for works within the district or within the division whichever is applicable, where they are registered. These registrations are valid for all works undertaken by all the Government departments, Government undertakings in the respective jurisdictions. No separate registration is required in other Government departments and Government undertakings. This registration procedure is based on the single window concept. None 1725696973000 0 None None ELIGIBILITY Payment for the work is done under Mysore City Corporation grant. Bidder should accept the payment procedures as prescribed time to time by the Mysore City Corporation. None 1725696979000 0 None None ELIGIBILITY GST will be paid separately only for applicable items None 1725696989000 0 None None ELIGIBILITY Tenderer in his name should have in the last five years i.e. (2019-20 to 2023-24), satisfactorily completed as prime contractor, at least one similar nature of work of value not less than 50% of Estimate cost. None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate with UDIN True Technical Bid PWD Registration Certificate True Technical Bid Similar Nature Work Done Certificate True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None