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noticeInvitingTenderDTO	createdTs 1718087717904 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1060.00 emd 100000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 03-07-2024 17:00:00 tenderQueryClose 03-07-2024 16:00:00 technicalBidOpen None publishedDate 11-06-2024 16:20:16 publishedByPost DMA_TP_CO_RBG publishedByUser KPE14879 - MANOJKUMAR GURIKAR bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson S R CHOUGALA 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 9449908775 tenderSupplierList None
tenderSchedule	createdTs 1718087717930 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/OW/WORK_INDENT18518 title Construction of Sanitary Landfill and associated facilities of SWM site Raibag TP. description Construction of Sanitary Landfill and associated facilities of SWM site Raibag TP. category WORKS categoryText Works ecv 4230031.17 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2504 locationName DMA Town Panchayat Rayabaga provisionalAmount 5000000.0 groupOverheadTotal None fileNumber TPRBG/SWMDPR/01
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1718087718000 0 None None Other Works Construction of Sanitary Landfill and associated facilities of SWM site Raibag TP. 4230031.17 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3264962 113114 None RBG1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Sqm 15.75 15.75 1500.0 False None None False None False 23625.0 0 3264963 113114 None RBG2 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto 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. In all kinds of soils upto 300 mm depth (PWD CSR 2023-24, Vol - I, PNo.8, I.No. 1.12) Cum 99.75 99.75 2158.47 False None None False None False 215307.3825 0 3264964 113114 None RBG3 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In Hard Rock (requiring blasting) Depth upto 1.50m (PWD CSR 2023-24 P No.9, Vol - I , I.No. 1.16.1) Cum 581.7 581.7 1500.0 False None None False None False 872550.0 0 3264965 113114 None RBG4 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 700.16 False None None False None False 348469.632 0 3264966 113114 None RBG5 Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/ cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. Cum 117.6 117.6 156.0 False None None False None False 18345.6 0 3264967 113114 None RBG6 Providing and laying water proofing treatment to the Rafts, Below grade slab, Lift pits, water retaining structures with fully bonded High Density Polyethlene Membrane (HDPE) of 1.2mm composite thickness and having tensile strength of 25 MPa (as per ASTM D 412), elongation of 500 (as per ASTM D 412), puncture resistance of 1000N (as per ASTM E 154), peel adhesion to concrete 1200N/m (as per ASTM D 903), hydrostatic head resistance 70m (as per ASTM D 5385). The system should be fully bonded to the RCC thereby conforming to IS 16471:2017 requirements of UG waterproofing structures. The membrane should be minimum 2.4m wide to reduce the number of joints with minimum 75mm factory made selvedge’s and comprising of an HDPE layer and a pressure sensitive adhesive layer which is covered by a weather proof protective and trafficable granular layer to protect selfadhesive polymer layer, etc, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge.elongation of 500 (as per ASTM D 412), puncture resistance of 1000N (as per ASTM E 154), peel adhesion to concrete 1200N/m (as per ASTM D 903), hydrostatic head resistance 70m (as Sqm 635.25 635.25 2197.0 False None None False None False 1395644.25 0 3264968 113114 None RBG7 KSRRB M400-14.1. Providing, laying, spreading and compacting cushed stone aggregates of granite / trap / basalt of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with 3- wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per Specification. A. Crushable type such as Moorum or Gravel for grading II Providing and laying ,spreading of crushed stone aggregaetes of specific sizes 1)40mm downsize 2)Mazdoor heavy Cum 1823.03 1823.03 180.0 False None None False None False 328145.4 0 3264969 113114 None RBG8 Providing 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. complete For : PVC pipes 110mm dia., 6 kg/sqcm & class 3 Rmtr 431.55 431.55 320.0 False None None False None False 138096.0 0 3264970 113114 None RBG9 Providing 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. complete For : PVC pipes 160mm dia., 6 kg/sqcm & class 3 Rmtr 648.9 648.9 60.0 False None None False None False 38934.0 0 3264971 113114 None RBG10 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 PWD Common SR 2023-24 Volume 3 (P No: 25 G-2 I.No:4.13(ii) Cum 2886.45 2886.45 178.2 False None None False None False 514365.39 0 3264972 113114 None RBG11 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom PWD Common SR 2021-22 Volume 3 (P No:145 I.No:21 A 4) Cum 16.8 16.8 1188.0 False None None False None False 19958.4 0 3264973 113114 None RBG12 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. PWD Common SR 2023-24 Volume 3 (P No:43 I.No:5.31) Cum 10659.6 10659.6 29.7 False None None False None False 316590.12 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1718087719000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1718087719000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1718087719000 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 1718087719000 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 1718087719000 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 1718087719000 0 None None ELIGIBILITY Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None 1718087719000 0 None None ELIGIBILITY 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 1718087719000 0 None None ELIGIBILITY 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 1718087719000 0 None None ELIGIBILITY 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 1718087719000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1718087719000 0 None None ELIGIBILITY List of existing commitments and ongoing works None 1718087719000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1718087719000 0 None None ELIGIBILITY Banker Details for reference None 1718087719000 0 None None ELIGIBILITY Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None 1718087719000 0 None None ELIGIBILITY Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None 1718087719000 0 None None ELIGIBILITY 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 1718087719000 0 None None ELIGIBILITY 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
preQualCriterionList	None
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tenderCriterionDocumentList	documentName optional documentTypeText Five Years Annual Turnover Certificate True Technical Bid Contractor Registration Certificate True Technical Bid Workdone Certificate True Technical Bid Bankers Certificate True Technical Bid GST Certificate True Technical Bid Address and Contact no True Technical Bid
tenderWorkLocationList
tenderAddress	None
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