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noticeInvitingTenderDTO	createdTs 1707811166321 version 8 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 21000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 20-02-2024 16:00:00 tenderQueryClose 15-02-2024 16:00:00 technicalBidOpen 21-02-2024 16:05:00 publishedDate 14-02-2024 17:48:26 publishedByPost TP_CO_KTR publishedByUser KPE11214 - MALLAYYA V HIREMATH bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson venkatesh kamannavar 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 9945599214 tenderSupplierList None
tenderSchedule	createdTs 1707811166323 version 11 createdDate None modifiedDate None tenderNumber DMA/2023-24/OW/WORK_INDENT9154/CALL-2 title Construction of Storm Water Drain at Ward No.5 Near Ganapati Temple, 2) Storm Water Drain and Providing Slab over Drain at Bailhongal Road near Aralikatti, 3) Construction of Foot Path at Bailhongal Road near Aralikatti in kittur Town Limits. description 1Construction of Storm Water Drain at Ward No.5 Near Ganapati Temple, 2) Storm Water Drain and Providing Slab over Drain at Bailhongal Road near Aralikatti, 3) Construction of Foot Path at Bailhongal Road near Aralikatti in kittur Town Limits. category WORKS categoryText Works ecv 1760066.27 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2505 locationName DMA Town Panchayat Kitturu provisionalAmount 2100000.0 groupOverheadTotal None fileNumber 1/2023-24/kittur
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1707811166000 0 None None Other Works 1 Construction of Storm Water Drain at Ward No.5 Near Ganapati Temple, 2) Storm Water Drain and Providing Slab over Drain at Bailhongal Road near Aralikatti, 3) Construction of Foot Path at Bailhongal Road near Aralikatti in kittur Town Limits. 1760066.27 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2575195 79325 None code01 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin- charge. In cement mortar PWD SR Vol 2 P No 187, I No 19.9.2 Cum 1734.52 1734.52 47.79 False None None False None False 82892.7108 0 2575196 79325 None code02 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. PWD SR Vol 1 P No 8 I No 1.14.1 Cum 105.06 105.06 156.8 False None None False None False 16473.408 0 2575197 79325 None code03 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work PWD SR Vol 3 P No 17, I No 3.1 Cum 87.55 87.55 209.09 False None None False None False 18305.8295 0 2575198 79325 None code04 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. PWD SR Vol 1 P No 15 I No 2.1.3 Cum 6168.67 6168.67 17.52 False None None False None False 108075.0984 0 2575199 79325 None code05 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 PWD SR Vol 1 P No 16 I No 2.3.1 Cum 6512.69 6512.69 67.57 False None None False None False 440062.4633 0 2575200 79325 None code06 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below For Drain form works Consider 35% PWD SR Vol 2 P No A-7 I NO 22-2 Cum 2279.44 2279.44 57.22 False None None False None False 130429.5568 0 2575201 79325 None code07 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. All other type of structures. PWD SR Vol 1 P No 18, I No 2.11 h Kgs 81.38 81.38 3989.38 False None None False None False 324655.7444 0 2575202 79325 None code08 Demolishing R.C.C. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. PWD SR (Vol 2, P No 187, I No 19.3) Cum 2498.78 2498.78 4.5 False None None False None False 11244.51 0 2575203 79325 None code09 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below For Drain form works Consider 50% PWD SR Vol 2 P No A-7 I NO 22-2 Cum 3256.35 3256.35 10.35 False None None False None False 33703.2225 0 2575204 79325 None code10 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 PWD SR Vol 3 P No 17, S No 3.6 Cum 507.79 507.79 66.6 False None None False None False 33818.814 0 2575205 79325 None code11 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 PWD Common DSR Volume 3 (P No.17, I.No. 3.5) Sqm 6.18 6.18 344.0 False None None False None False 2125.92 0 2575206 79325 None code12 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. PWD Common Volume 3 P No.17, I.No.3.7 Cum 108.15 108.15 34.4 False None None False None False 3720.36 0 2575207 79325 None code13 Granular Sub-Base A Plant Mix Method: Granular Sub-Base A Plant Mix Method: 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 401 .For Grading -II Material PWD Common DSR Volume 3 P No. 23, I.No. 4.1.A.(v) Cum 2561.61 2561.61 51.6 False None None False None False 132179.076 0 2575208 79325 None code14 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) PWD Common DSR Volume 3 (P No. 51, I.No.6.8.2 ) Sqm 1195.83 1195.83 344.0 False None None False None False 411365.52 0 2575209 79325 None code15 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 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates PWD Common DSR Volume 1 (P No. 15, I.No.2.1.4) Cum 6403.51 6403.51 1.72 False None None False None False 11014.0372 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1707811166000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1707811166000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1707811166000 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 1707811166000 0 None None ELIGIBILITY All terms and Conditions are as per Tender Booklet None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList 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 Work Done Certificate of Similar in Nature of Work Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Contractors 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 Annual Turnover Certificate Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Banker Details Line of credit of 30 Percent of the contract amount Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Contractors Registration Certificate True Technical Bid Reserved Category Certificate sc True Technical Bid Work Done Certificate of Similar in Nature of Work True Technical Bid Line of credit of 30 Percent of the contract amount True Technical Bid
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