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noticeInvitingTenderDTO	createdTs 1725815975638 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1040.00 emd 83100.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 23-09-2024 17:00:00 tenderQueryClose 23-09-2024 11:00:00 technicalBidOpen None publishedDate 08-09-2024 23:07:02 publishedByPost TP_CO_KLNG publishedByUser KPE13444 - KRISHNA PRASAD bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Rangararamu M R 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 8884319200 tenderSupplierList None
tenderSchedule	createdTs 1725815975671 version 5 createdDate None modifiedDate None tenderNumber DMA/2024-25/RD/WORK_INDENT28085 title Development of road from Hassan main road to Shivakumar house, Construction of drain from Parameshwar house to Ramesh house at Venkateshwar layout, Development of road behind Gummanakolli L. P. School, Development of road from Indira Layout main road to Masjid , Saleem house to Nasir house at Yoganandha Layout, and B.M. Main road to Varadaraju house road in Kushalnagar TMC limits description Development of road from Hassan main road to Shivakumar house, Construction of drain from Parameshwar house to Ramesh house at Venkateshwar layout, Development of road behind Gummanakolli L. P. School, Development of road from Indira Layout main road to Masjid , Saleem house to Nasir house at Yoganandha Layout, and B.M. Main road to Varadaraju house road in Kushalnagar TMC limits category WORKS categoryText Works ecv 4151672.45 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2342 locationName DMA Town Panchayat Kushalnagara provisionalAmount 4900000.0 groupOverheadTotal 0.0 fileNumber TMC/KUS/SFC/SG/02/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1725815976000 0 None None Roads Development of road from Hassan main road to Shivakumar house, Construction of drain from Parameshwar house to Ramesh house at Venkateshwar layout, Development of road behind Gummanakolli L. P. School, Development of road from Indira Layout main road to Masjid , Saleem house to Nasir house at Yoganandha Layout, and B.M. Main road to Varadaraju house road in Kushalnagar TMC limits 4151672.45 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3940930 152461 None 3.5 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 ---- With all lead Sqm 6.18 6.18 1779.1 False None None False None False 10994.838 0 3940931 152461 None 1.12 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. ---- With all lead Cum 97.85 97.85 27.0 False None None False None False 2641.95 0 3940932 152461 None 1.8 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 ---- With all lead Cum 488.22 488.22 214.44 False None None False None False 104693.8968 0 3940933 152461 None 4.14B(I)(a) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading-I (63 mm to 45 mm) Mechanical means ---- With all lead Cum 2228.92 2228.92 11.25 False None None False None False 25075.35 0 3940934 152461 None 4.17 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. ---- With all lead Cum 2635.77 2635.77 306.56 False None None False None False 808021.6512 0 3940935 152461 None 10.5 Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) ---- With all lead Sqm 438.78 438.78 743.4 False None None False None False 326189.052 0 3940936 152461 None 10.4 Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 ---- With all lead Sqm 161.71 161.71 579.6 False None None False None False 93727.116 0 3940937 152461 None 5.1 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 0.70 kg/m2 using mechanical means. ---- With all lead Sqm 42.23 42.23 2555.1 False None None False None False 107901.873 0 3940938 152461 None 5.8C Bituminous Macadam Grading - II for traffic 20 MSA: Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% 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 ---- With all lead Cum 7890.83 7890.83 127.75 False None None False None False 1008053.5325 0 3940939 152461 None 5.3 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 ---- With all lead Sqm 12.36 12.36 2555.1 False None None False None False 31581.036 0 3940940 152461 None 5.31 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. ---- With all lead Cum 10456.56 10456.56 63.87 False None None False None False 667860.4872 0 3940941 152461 None 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 ---- With all lead Cum 507.79 507.79 128.46 False None None False None False 65230.7034 0 3940942 152461 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 ---- With all lead Cum 105.06 105.06 123.64 False None None False None False 12989.6184 0 3940943 152461 None 2.1.2 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 ---- With all lead Cum 5833.92 5833.92 20.49 False None None False None False 119537.0208 0 3940944 152461 None 2.4.2 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 -a. Additionalities for Formwork, Centering & Scaffolding for CC drain (2a) - 35% ---- With all lead Cum 8792.13 8792.13 47.8 False None None False None False 420263.814 0 3940945 152461 None 2.11h Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement ncluding cost of all materials, machinery, labour, cleaning, traightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical pecification.Sub structure of Bridges. ---- With all lead Tonne 81381.33 81381.33 1.461 False None None False None False 118898.12313 0 3940946 152461 None 16.28.1 Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. Upto 0.30m depth ---- With all lead Each 8414.07 8414.07 20.0 False None None False None False 168281.4 0 3940947 152461 None 9.12.1 Supplying, 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. Note: Upto 110mm dia Coil shall be used. HDPE Grade PE100-PN10.0,63mm dia ---- With all lead m 225.57 225.57 125.0 False None None False None False 28196.25 0 3940948 152461 None 13.50.2 Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 20 mm nominal dia Pipes ---- With all lead m 177.16 177.16 110.0 False None None False None False 19487.6 0 3940949 152461 None 32.01 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 6 Sqmm, 2 Core, (24 GI Wire - 1.4 mm) ---- With all lead Km 63406.0 63406.0 0.19 False None None False None False 12047.14 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1725815977000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1725815977000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1725815977000 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 1725815977000 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 1725815977000 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 1725815977000 1 None None ELIGIBILITY Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. 98.00 Lakhs) None 1725815977000 1 None None ELIGIBILITY Satisfactory completed (atleast 50%) as prime contractor at-least one such similar work of value not less than Rs. 24.50 lakhs None 1725815977000 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 1725815977000 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 1725815977000 1 None None ELIGIBILITY Conditional tenders are not accepted None 1725815977000 1 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of KPP portal due to internet connectivity issues and technical glitches at bidder s end. None 1725815977000 1 None None ELIGIBILITY To qualify award of this contract the tenderer should submit proof of work qualification, for having executed similar nature of works, costing not less than 50% of the value of work. None 1725815977000 1 None None ELIGIBILITY GST will be added to the contract amount of the lowest approved Agency while concluding agreement None 1725815977000 1 None None ELIGIBILITY The employer reserves the right to reject one and all tenders without assigning any reason thereof. None 1725815977000 1 None None ELIGIBILITY The employer is not responsible for any delay in accessing E-procurement portal None 1725815977000 1 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt Orders. None 1725815977000 1 None None ELIGIBILITY As per Karnataka State Government order LD/300/LET/2006 Blore dated 01-01-07 and Government letter no PW/134/BMS/2007 dated 27-07-07, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None
preQualCriterionList	None
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tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate with UDIN number and balance sheet True Technical Bid Company Registration Certificate True Technical Bid Similar nature of Work done Certificate issued by the officer not below the rank of Executive Engineer or Equivalent True Technical Bid Credit lines/ letter of credit/ Banker certificates issued by scheduled banks True Technical Bid GST Registration Certificate True Technical Bid PAN Card True Technical Bid
tenderWorkLocationList
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