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noticeInvitingTenderDTO	createdTs 1719635677688 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 37475.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 16-07-2024 17:30:00 tenderQueryClose 16-07-2024 16:00:00 technicalBidOpen 18-07-2024 11:30:00 publishedDate 29-06-2024 10:36:35 publishedByPost TP_CO_SRG publishedByUser KPE12595 - MANJUNATHA S S 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 False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 8217657598 tenderSupplierList None
tenderSchedule	createdTs 1719635677717 version 5 createdDate None modifiedDate None tenderNumber DMA/2024-25/OW/WORK_INDENT19943 title Constrction CC Drain from rama house to Kendagannaswamy land end at ward no 11 asphalt work from gurubhavana to Bidugalu road at ward no 1 construction CC Road from Bhairanayaka house to Jyothi house at ward No 09 from Bhaskar house to Hoovina bhairanayaka house at ward No 9 construction of CC Drain from Mangala house to Janardhana house to at ward No 12 asphalt work from Govinda hose to mangalamma house at ward No 7 Kullaiah house to Ambedkar Bhavana at ward No 4 asphalt work and Drain work fr description Constrction CC Drain from rama house to Kendagannaswamy land end at ward no 11 asphalt work from gurubhavana to Bidugalu road at ward no 1 construction CC Road from Bhairanayaka house to Jyothi house at ward No 09 from Bhaskar house to Hoovina bhairanayaka house at ward No 9 construction of CC Drain from Mangala house to Janardhana house to at ward No 12 asphalt work from Govinda hose to mangalamma house at ward No 7 Kullaiah house to Ambedkar Bhavana at ward No 4 asphalt work and Drain work from Venkatesh house to Printing press Gopalakrishna house at Ward No 10 construction of road from Purohitha Gopi house to Jain temple at Ward No 8 in Sargur TP Limit category WORKS categoryText Works ecv 1499000.00 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2451 locationName DMA Town Panchayat Saraguru provisionalAmount 1499000.0 groupOverheadTotal 229999.63 fileNumber 15FUBG/2024-25/SRG/95
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1719635678000 0 None None Other Works Construction of CC Drain, CC Road and asphalt work in Sargur TP Limit 1269000.37 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3406051 120260 None code1 Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. CSR-2023-24 .I.No.19.2.1, PN-187 of Volume1. Sqm 1712.89 1712.89 37.35 False None None False None False 63976.4415 0 3406052 120260 None code2 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 (In all kinds of soils Depth upto 3 m) CSR 2023-24 PageNo. 8 Item No.1.14.1 Volume no I Cum 105.06 105.06 62.775 False None None False None False 6595.1415 0 3406053 120260 None code3 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates. CSR 2023-24 Sl. No.2.1.2, Page No.15Volume1. Cum 5833.92 5833.92 8.775 False None None False None False 51192.648 0 3406054 120260 None code4 Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. CSR 2023-24 Sl. No.2.3.1, Page No.16 Volume1. Cum 6512.69 6512.69 21.195 False None None False None False 138036.46455 0 3406055 120260 None code5 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. CSR 2023-24 Sl. No.9.3, Page No.71Volume3. Tonne 92140.71 92140.71 0.771 False None None False None False 71040.48741 0 3406056 120260 None code6 Appendix I Additionalities for Formwork, Centering & Scaffolding. Following additional percentage to be added to the finished rates of concrete of Buildings, Irrigation works, Water supply works, Roads & Bridges depending upon the type of structure. These percentages are worked out based on empirical mathematical approaches & exhaustive studies on the common standard sizes of the type of the structure of Buildings, Irrigation works, Bridges, Water works etc. The use rate of shuttering material is considered at 40 repetitions and type of material to be used is steel centering. Addendum-1 Vol.1 Common SR -Page :115 - 116 Cum 2279.44 2279.44 21.195 False None None False None False 48312.7308 0 3406057 120260 None code7 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.CSR 2023-24 Sl. No.1.10, Page No.07Volume1. Cum 164.8 164.8 75.1499 False None None False None False 12384.70352 0 3406058 120260 None code8 Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401(By mix in Place Method) For Grading II Material.PageNo. 19 Item No .4.2 B (ii) Volume III Cum 2504.96 2504.96 13.5 False None None False None False 33816.96 0 3406059 120260 None code9 Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Paver Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) CSR 2023-24 I NO 6.6 V-3 P -51 Cum 6977.22 6977.22 13.5 False None None False None False 94192.47 0 3406060 120260 None code10 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. CSR 2023-24 I No.3.5, 305.4.3,PN -17 Volume -3 Sqm 6.18 6.18 645.0 False None None False None False 3986.1 0 3406061 120260 None code11 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. If the height of embankment construction is more than 1.50 m add 5% per m3 for every 1.50 m height or part there off, Deduct 5% per m3 if rollers are not used and tamping is done manually, Add 8% per m3 for works under foul & sullage situation.CSR 2023-24 I No.1.8, PNO-7 V-1 Cum 488.22 488.22 89.625 False None None False None False 43756.7175 0 3406062 120260 None code12 Compacting Original Ground. Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. CSR 2023-24 I NO.3.7, 305.3.4 P-17 V-3 Cum 108.15 108.15 94.0 False None None False None False 10166.1 0 3406063 120260 None code13 Granular Sub-Base. Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 4.1, 401, A, (ii) For Grading -II Material.CSR 2023-24 INo.4.1, 401 PNO-23 V-3 Cum 2636.8 2636.8 13.125 False None None False None False 34608.0 0 3406064 120260 None code14 Wet Mix Macadam (Plant mix method). Providing, laying, spreading and compacting graded stone 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 / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.CSR 2023-24 I 4.17,406 PNO-26 Volume-3 Cum 2635.77 2635.77 89.625 False None None False None False 236230.88625 0 3406065 120260 None code15 Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. CSR 2023-24 I No.5.1, 502, A P NO-3 V -3 P-3 Cum 42.23 42.23 597.5 False None None False None False 25232.425 0 3406066 120260 None code16 Bituminous Macadam Grading - I for traffic lessthan 20 MSA Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. CSR 2023-24 I.No.5.6, 504, (i), A PNo-31 V-3 . Cum 7762.08 7762.08 29.875 False None None False None False 231892.14 0 3406067 120260 None code17 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. CSR 2023-24 Si No.5.3, 503, (i), P-31 V-3 Cum 12.36 12.36 597.5 False None None False None False 7385.1 0 3406068 120260 None code18 Semi Dense Bituminous Concrete 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. CSR2023-24 I.No.1, 21-A, IRC-37: 2018, .V-3 P-43 5.31 IRC 37:2018 Cum 10456.56 10456.56 14.9375 False None None False None False 156194.865 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1719635679000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1719635679000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1719635679000 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 1719635679000 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 1719635679000 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 1719635691000 0 None None ELIGIBILITY BIDDER SHOULD UPLOAD ALL RELEVANT TECHNICAL DOCUMENTS AS PER CONDITIONS MENTIONED IN THE TENDER DOCUMENT ATTACHED None 1719635698000 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-1 None 1719635736000 0 None None ELIGIBILITY The authority reserves right to accept or reject of all tenders without giving any reasons None 1719635746000 0 None None ELIGIBILITY GST will be paid at the time of bill payment None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Department Registration Details None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing work None None None None None None List of works for which tenders already submitted None None None None None None Banker Details None None None None None None BIDDER SHOULD UPLOAD ALL RELEVANT TECHNICAL DOCUMENTS AS PER CONDITIONS MENTIONED IN THE TENDER DOCUMENT ATTACHED Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- BIDDER SHOULD UPLOAD ALL RELEVANT TECHNICAL DOCUMENTS AS PER CONDITIONS MENTIONED IN THE TENDER DOCUMENT ATTACHED
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate False Technical Bid Class IV and above KPWD contractor registration certificate True Technical Bid Similar Work done certificate True Technical Bid Line of Credit Certificate True Technical Bid BIDDER SHOULD UPLOAD ALL RELEVANT TECHNICALDOCUMENTS AS PER CONDITIONS MENTIONED INTHE TENDER DOCUMENT ATTACHED False Technical Bid
tenderWorkLocationList
tenderAddress	None
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