createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1725680137011 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 12475.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 23-09-2024 17:30:00 tenderQueryClose 23-09-2024 16:00:00 technicalBidOpen None publishedDate 07-09-2024 10:12:34 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 1725680137046 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/OW/WORK_INDENT29288 title A)CONSTRUCTION OF C C DRAIN FROM KUSUNAIK SHOP TO MAHESH HOTEL .CONSTRUCTION OF SLAB FROM VENKATESH NAIK HOUSE TO RAMESH HOUSE AT WARD NO 09 AND B) construction of DECK SLAB NEAR INFRONT OF JAVARAIAH HOUSE construction of C C drain AT BOTH SIDES INFRONT OF OLD SANDLE WOOD FACTORY IN SARGUR TP LIMIT description A)CONSTRUCTION OF C C DRAIN FROM KUSUNAIK SHOP TO MAHESH HOTEL .CONSTRUCTION OF SLAB FROM VENKATESH NAIK HOUSE TO RAMESH HOUSE AT WARD NO 09 AND B) construction of DECK SLAB NEAR INFRONT OF JAVARAIAH HOUSE construction of C C drain AT BOTH SIDES INFRONT OF OLD SANDLE WOOD FACTORY IN SARGUR TP LIMIT category WORKS categoryText Works ecv 499000.00 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2451 locationName DMA Town Panchayat Saraguru provisionalAmount 499000.0 groupOverheadTotal 76176.47 fileNumber 15FCBG/2020-21/SRG/113
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1725680137000 0 None None Other Works A)CONSTRUCTION OF C C DRAIN FROM KUSUNAIK SHOP TO MAHESH HOTEL .CONSTRUCTION OF SLAB FROM VENKATESH NAIK HOUSE TO RAMESH HOUSE AT WARD NO 09 AND B) construction of DECK SLAB NEAR INFRONT OF JAVARAIAH HOUSE construction of C C drain AT BOTH SIDES INFRONT OF OLD SANDLE WOOD FACTORY IN SARGUR TP LIMIT 422823.53 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3939377 152342 None code1 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 92.755 False None None False None False 9744.8403 0 3939378 152342 None code2 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 8.7175 False None None False None False 50857.1976 0 3939379 152342 None code3 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 22.5852 False None None False None False 147090.406188 0 3939380 152342 None code4 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 0.9241 False None None False None False 85147.230111 0 3939381 152342 None code5 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 22.5852 False None None False None False 51481.608288 0 3939382 152342 None code6 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 15.243 False None None False None False 2512.0464 0 3939383 152342 None code7 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.CSR 2023-24 Page No.7 Item No 1.8 Volume I. Cum 436.72 436.72 8.72 False None None False None False 3808.1984 0 3939384 152342 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.CSR 2023-24 PageNo. 19 Item No .4.2 B (ii) Volume III Cum 2504.96 2504.96 4.36 False None None False None False 10921.6256 0 3939385 152342 None code9 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.CSR 2023-24 PageNo. 49 V-3 Item No. 6.1 Volume III Cum 6081.12 6081.12 4.36 False None None False None False 26513.6832 0 3939386 152342 None code10 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 4.36 False None None False None False 30420.6792 0 3939387 152342 None code11 Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by engineer in chargeCSR 2023-24 I NO 602.6.3 V-3 P -163 Cum 72.1 72.1 60.0 False None None False None False 4326.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1725680138000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1725680138000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1725680138000 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 1725680138000 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 1725680138000 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 1725680138000 0 None None ELIGIBILITY Department Registration Details None 1725680138000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1725680138000 0 None None ELIGIBILITY List of existing commitments and ongoing work None 1725680138000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1725680138000 0 None None ELIGIBILITY Banker Details None 1725680146000 0 None None ELIGIBILITY GST will be paid at the time of bill payment None 1725680151000 0 None None ELIGIBILITY The authority reserves right to accept or reject of all tenders without giving any reasons None 1725680156000 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 1725680165000 0 None None ELIGIBILITY BIDDER SHOULD UPLOAD ALL RELEVANT TECHNICAL DOCUMENTS AS PER CONDITIONS MENTIONED IN THE TENDER DOCUMENT ATTACHED None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate and balance sheet True Technical Bid Class IV and above KPWD Civil contractor registration certificate True Technical Bid Similar Work done certificate True Technical Bid Line of Credit -Conditional line of credit will not be accepted and it will be directly rejected and tender will not be accepted True Technical Bid BIDDER SHOULD UPLOAD ALL RELEVANT TECHNICAL DOCUMENTS AS PER CONDITIONS MENTIONED IN THE TENDER DOCUMENT ATTACHED False Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None