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noticeInvitingTenderDTO	createdTs 1718962557239 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 40000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 05-07-2024 16:30:00 tenderQueryClose 29-06-2024 16:30:00 technicalBidOpen 06-07-2024 17:00:00 publishedDate 21-06-2024 15:49:21 publishedByPost TP_CO_KDT publishedByUser KPE14675 - THEERTHA PRASAD K B bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson junior engineer 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 9113202110 tenderSupplierList None
tenderSchedule	createdTs 1718962557269 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/WS/WORK_INDENT19094 title Providing and laying of 8inch DI pipeline from thimmalapur jackwell to WTP in kudathini limit and construction of recharge pits near RO plant to recharge borewells in kudathini town description Providing and laying of 8inch DI pipeline from thimmalapur jackwell to WTP in kudathini limit and construction of recharge pits near RO plant to recharge borewells in kudathini town category WORKS categoryText Works ecv 1353558.86 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2236 locationName DMA Town Panchayat Kudthini provisionalAmount 1600000.0 groupOverheadTotal 0.0 fileNumber TP/KDT/15THFC/NMPC/2021-22
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1718962557000 0 None None Water supply/sewage lines Providing and laying of 8inch DI pipeline from thimmalapur jackwell to WTP in kudathini limit and construction of recharge pits near RO plant to recharge borewells in kudathini town 1353558.86 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3327525 116565 None 1.17.1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means 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. In all kinds of soils. Depth upto 1.50m Cum 275.1 275.1 157.95 False None None False None False 43452.045 0 3327526 116565 None 4.1.3 Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap,waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) ofDI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI K7 pipes 200mm dia pipe m 2704.8 2704.8 390.0 False None None False None False 1054872.0 0 3327527 116565 None 2.33.4 Providing and fixing kinetic AIR VALVE of PN 16.0 for automatic discharge of accumulate air during working condition, conforming to IS 14845 / EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade GGG-40/50, seals are made of approved EPDM, SS 304 float, guide and internals. Flange drilling according to IS-1538 with appurtenances. complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside etc. complete For K Air Valves of 200mm dia Each 53004.0 53004.0 3.0 False None None False None False 159012.0 0 3327528 116565 None 2.34.5 Labour Charges only for fixing double / isolated AIR VALVES (CI tamper proof of PN 16.0)conforming to ISS 14845 - 2000 and as detailed below with required stub and flange, conveying to work site, loading, unloading, stacking, with all lead and lifts, alignment, fixing and testing with appurtenances etc. complete.For Air Valves of 200mm dia Each 581.7 581.7 3.0 False None None False None False 1745.1 0 3327529 116565 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 lead upto 50m and lift upto 1.5micluding cost of all labour complete as per specification Cum 168.0 168.0 157.95 False None None False None False 26535.6 0 3327530 116565 None 1.4.2 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Depth exceeding 1.5m, but not exceeding 3 m Cum 271.95 271.95 15.63 False None None False None False 4250.5785 0 3327531 116565 None 2.1.2 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates) Cum 5947.2 5947.2 0.38 False None None False None False 2259.936 0 3327532 116565 None 5.2 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand Cum 6948.9 6948.9 1.72 False None None False None False 11952.108 0 3327533 116565 None 6.2 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work Cum 8376.9 8376.9 1.95 False None None False None False 16334.955 0 3327534 116565 None 2.1.4 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. 2.1.4 Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregate Cum 6527.85 6527.85 0.12 False None None False None False 783.342 0 3327535 116565 None 8.4.2 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry 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 327.6 327.6 33.91 False None None False None False 11108.916 0 3327536 116565 None 17.1 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge Cum 1052.1 1052.1 2.35 False None None False None False 2472.435 0 3327537 116565 None A-38 a) Granular Aggregates (40mm downsize) Cum 1249.5 1249.5 0.59 False None None False None False 737.205 0 3327538 116565 None A-38 4 b) Granular Aggregates (20mm downsize) Cum 1399.65 1399.65 0.59 False None None False None False 825.7935 0 3327539 116565 None 17.2 Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer in-charge Cum 1245.3 1245.3 0.59 False None None False None False 734.727 0 3327540 116565 None 238 Coarse sand Cum 1549.8 1549.8 0.59 False None None False None False 914.382 0 3327541 116565 None 3.41.2 Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete. (300mm thick) Sqm 477.75 477.75 5.4 False None None False None False 2579.85 0 3327542 116565 None 2.11 h 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 t 82961.55 82961.55 0.04 False None None False None False 3318.462 0 3327543 116565 None 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Substructure 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 sizegraded crushed coarse aggregates Cum 6639.15 6639.15 0.51 False None None False None False 3385.9665 0 3327544 116565 None 22-2 Formwork shall be added on percentage basis to the finished concrete item rate for Drain formwork shall be considerd as 20% Cum 1264.6 1264.6 0.51 False None None False None False 644.946 0 3327545 116565 None 10.14.11 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. DSR 2023-24 Volume-V Page No. 122 Item No.10.14.11 Kg/m2 : 110mm(weight of pipe-1.894 kg) m 375.9 375.9 15.0 False None None False None False 5638.5 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1718962558000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1718962558000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1718962558000 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 1718962558000 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 1718962558000 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 1718962585000 0 None None ELIGIBILITY all other terms and conditions as per tender document None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None KPWD Registration certificate Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None To qualify for award of this contract, each tenderer in its name should have in the last five years i.e.2019-2020 to 2023-24 mandating satisfactory completed as a prime contractor for at least one similar work to an extent of Rs.6.77 Lakhs Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Satisfactory Performance Certificate None None None None To qualify for award of this contract each tenderer in its name should have in the last five years (2019-20 to 2023-24) Achieved in at least two financial years an average annual financial turnover in all classes of civil engineering construction works only of Rs.16.00 Lakhs Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid assets and or availability of credit facilities of not less than Rs.4.10 Lakhs in the form of Credit lines or Letters of Credit or Certificates from Banks for meeting the fund requirement Conditional bankers certificate not acceptable Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None List of existing commitments and ongoing work Others OTHERS createdTs version createdDate modifiedDate documentName None None None None Others -- other
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid KPWD Registration Certificate True Technical Bid Banker Certificate True Technical Bid Work done Certificate True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Water supply/sewage lines Ballari Ballari Bellary SANDUR TP Kudathini None None None None None None
tenderAddress	None
tenderRecallDTO	None