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noticeInvitingTenderDTO	createdTs 1709981260560 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy RESERVED invitingStrategyText Reserved taxType INCLUSIVE_TAX tenderFee 530.00 emd 25000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 18-03-2024 16:00:00 tenderQueryClose 14-03-2024 17:30:00 technicalBidOpen None publishedDate 09-03-2024 17:12:28 publishedByPost MUDA_SE_HOD publishedByUser KPE11324 - N B CHANNAKESHAVA bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson MUDA OFFICE 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 08212420624 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1709981260592 version 5 createdDate None modifiedDate None tenderNumber MUDA/2023-24/OW/WORK_INDENT118 title CONSTRUCTION OF R C C DRAIN ,UGD AND PROVIDING WATER SUPPLY LINE WORK AT SY NO 115/32 OF KERGALLI IN R T NAGARA. (RESERVED FOR ST CATEGORY) description CONSTRUCTION OF R C C DRAIN ,UGD AND PROVIDING WATER SUPPLY LINE WORK AT SY NO 115/32 OF KERGALLI IN R T NAGARA. (RESERVED FOR ST CATEGORY) category WORKS categoryText Works ecv 2092242.09 deptName Mysore Urban Development Authority status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 1837 locationName MUDA Commissioner Office Mysuru provisionalAmount 2500000.0 groupOverheadTotal None fileNumber MUDA/ZO8/2023-24/0004
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1709981261000 0 None None Other Works CONSTRUCTION OF R C C DRAIN 1307717.59 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2974641 98620 None 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.(PWD SR 2023-24,Vol 1, Item No 1.14 Page No 8) ---- with all lead, lift,loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work Cum 102.0 102.0 275.1 False None None False None False 28060.2 0 2974642 98620 None 2.1.3 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates.(PWD SR 2023-24,Vol 1, Item No 2.1.3 Page No 15) ---- with all lead, lift,loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work Cum 5989.0 5989.0 39.3 False None None False None False 235367.7 0 2974643 98620 None 2.4.2 Providing and laying in position 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 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(PWD SR 2023-24,Vol 1, Item No 2.4.2 Page No 17). ---- with all lead, lift,loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work Cum 8536.0 8536.0 81.22 False None None False None False 693293.92 0 2974644 98620 None 2.11 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.All other type of structures(PWD SR 2023-24,Vol 1, Item No 2.11 Page No 18) ---- with all lead, lift,loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work MT 86433.0 86433.0 4.0609 False None None False None False 350995.7697 0 1709981261000 0 None None Other Works CONSTRUCTION OF UGD 671966.9 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2974645 98621 None 117.1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m. (PWD SR 2023-24,Vol 1, Item No 2.17.1 Page No 10) ---- with all lead, lift,loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work Cum 262.0 262.0 263.25 False None None False None False 68971.5 0 2974646 98621 None 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 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.(PWD SR 2023-24,Vol 1, Item No 1.14 Page No 8). ---- with all lead, lift,loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work Cum 102.0 102.0 43.34 False None None False None False 4420.68 0 2974647 98621 None 16.2.3 Providing lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints. 200 mm dia. pipes. (PWD SR 2023-24,Vol 5, Item No 16.2.3 Page No 187-188). ---- with all lead, lift,loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work Rmtr 736.0 736.0 270.0 False None None False None False 198720.0 0 2974648 98621 None 18.3.3.1 Providing and constructing ""WIRE CUT BRICK MACHINEHOLE CHAMBERS"" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber.Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia.(PWD SR 2023-24,Vol 5, Item No 16.15.3 & 16.15.6 Page No 192).Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.2 M depth & SFRC cover & Frame For 1.20m Dia & 1.20m Depth ---- with all lead, lift,loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work Each 31370.0 31370.0 9.0 False None None False None False 282330.0 0 2974649 98621 None 18.33.3 Providing and constructing ""WIRE CUT BRICK MACHINEHOLE CHAMBERS"" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber.Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia.(PWD SR 2023-24,Vol 5, Item No 16.15.3 & 16.15.6 Page No 192).Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.5M depth & SFRC cover & Frame For 1.20m Dia & 1.50m Depth ---- with all lead, lift,loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work Each 38381.0 38381.0 2.0 False None None False None False 76762.0 0 2974650 98621 None 1.10 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. (PWD SR 2023-24,Vol 1, Item No 1.10 Page No 7). ---- with all lead, lift,loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work Cum 160.0 160.0 254.767 False None None False None False 40762.72 0 1709981261000 0 None None Other Works PROVIDING WATER SUPPLY LINE 112557.6 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2974651 98622 None 1.17.1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m. (PWD SR 2023-24,Vol 1, Item No 2.17.1 Page No 10) ---- with all lead, lift,loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work Cum 262.0 262.0 145.8 False None None False None False 38199.6 0 2974652 98622 None 9.1.1 Providing, 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. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0. HDPE Grade PE80-PN6.0, 63mm dia (PWD SR 2023-24,Vol 5, Item No 9.1.1Page No 95). ---- with all lead, lift,loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work Rmtr 189.0 189.0 270.0 False None None False None False 51030.0 0 2974653 98622 None 1.10 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.(PWD SR 2023-24,Vol 1, Item No 1.10 Page No 7). ---- with all lead, lift,loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work Cum 160.0 160.0 145.8 False None None False None False 23328.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1709981261000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1709981261000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1709981261000 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 1709981281000 0 None None ELIGIBILITY Domilice certificate of 10 years should be submitted duly certified by competent authority. None 1709981285000 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 1709981290000 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 1709981294000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders. None 1709981299000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1709981303000 0 None None ELIGIBILITY Financial Year will be reckoned as the period between first day of April and Thirty first day of March of succeeding year (both days inclusive). None 1709981308000 0 None None ELIGIBILITY The tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document / Evidence Required from the Bidder. None 1709981313000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 Instructions to Tenderers (ITT), will only be considered for evaluation. None 1709981318000 0 None None ELIGIBILITY The tenderer should furnish the details of existing commitments and ongoing works tobe completed. None 1709981322000 0 None None ELIGIBILITY The tenderer who quotes amount less than amount put to tender should pay difference amount in the form of FDR purchased through any nationalized bank payable at MYSORE only in favor The COMMISSIONER, MUDA at the time of execution of agreement. None 1709981328000 0 None None ELIGIBILITY GST at 18% shall be paid to the tendered amount separately. None 1709981332000 0 None None ELIGIBILITY GST shall not be paid in the extended period of contract for which the contractor alone is responsible for the delay as determined by the authority while granting the extension of time. None 1709981337000 0 None None ELIGIBILITY Photo copy of the work before commencement of the work, during the work and after completion of the work should be produce with the bill. None 1709981342000 0 None None ELIGIBILITY Contractors should be registered with KPWD Class IV and above CONTRCTOR None 1709981346000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None 1709981351000 0 None None ELIGIBILITY In the case of the death of the contractor after executing the agreement / commencement of the work, his legal heir, if is an eligible registered contractor and is willing can execute and compete the work at the accepted tender rates irrespective of the cost of the work None 1709981357000 0 None None ELIGIBILITY All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity. Contractor should indemnify the client to that extent. None 1709981362000 0 None None ELIGIBILITY All precautions should be taken by the contractor so that there are no damages to such public/ private properties. None 1709981368000 0 None None ELIGIBILITY Regarding Appealing Aggrieved contractors may appeal to the prescribed (Appellant) authority within 15 days as per KTTP and appeal should be through e-proc only as per Govt.order No:pwd/572/CRM-2020(E) Bangalore DT.09-10-2020. The same will not be considered if appeal through Letters. None 1709981373000 0 None None ELIGIBILITY All items in the tender include cost of hire charges of machineries and equipments with all lead, lift, supply and erection and labour charges, complete as directed by the Engineer-in-charge of the work. None 1709981394000 0 None None ELIGIBILITY Estimate rates are excluding GST as per common SR 2023-24 and prevailing GST (18% of amount put to tender) amount is kept in form of Lumpsum in sanctioned estimate according to guidelines in common SR. therefore amount put to tender and ECV amount are excluding GST. KPP Portal format has no options to add GST separately at the stage of Draft Tender Schedule process for overall amount put to tender, tender has been invited through an option with INCLUSIVE.But the itemwise rates do not include GST. Hence GST will be paid separately for the quoted amount accordingly. None 1709981765000 0 None None ELIGIBILITY The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents KW-2 . and further orders there on. None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate from CA with UDIN number True Technical Bid Company/Individual Registration Certificate Registration Certificate IN KPWD True Technical Bid Reserved Category Certificate - ST CATEGORY True Technical Bid Domilice Certificate of 10 years True Technical Bid work done certificate issued by not below the ranking of Executive Engineer. True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None