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noticeInvitingTenderDTO	createdTs 1718275881283 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 630.00 emd 50000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 02-07-2024 16:30:00 tenderQueryClose 01-07-2024 16:30:00 technicalBidOpen None publishedDate 14-06-2024 16:50:11 publishedByPost PWD_EE_DIV_KWR publishedByUser KPE13660 - DURGADAS K bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson DURGADAS K 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 08283221305 mobileNumber 9448108399 tenderSupplierList None
tenderSchedule	createdTs 1718275881314 version 13 createdDate None modifiedDate None tenderNumber PWD/2024-25/BR/WORK_INDENT11076 title Construction of Foot Bridge at Chandavar Grampanchayat Hodike Nayegundi Halla in Honavar Tq. UK. Dist Under Gram Bandu Setuve During 2023-24 description Construction of Foot Bridge category WORKS categoryText Works ecv 2500000.00 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1684 locationName PWD Division Office Karwara provisionalAmount 2500000.0 groupOverheadTotal 6277.46 fileNumber 13/2024
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1718275881000 0 None None Bridges/Culverts Construction of Foot Bridge at Chandavar Grampanchayat Hodike Nayegundi Halla in Honavar Tq. UK. Dist Under Gram Bandu Setuve During 2023-24 2493722.54 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3284686 114103 None SR Rate 2023-24 Vol-1 P.No.8 I.No.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 the work In all kinds of soils Depth upto 3 m Note: Cost of De-watering upto 5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition (Rate 102.00+5%) ---- DTS Cum 141.54 141.54 136.8 False None None False None False 19362.672 0 3284687 114103 None SR Rate 2023-24 Vol-1 P.No.15 I.No.2.1.3 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 ---- DTS Cum 7915.06 7915.06 10.48 False None None False None False 82949.8288 0 3284688 114103 None SR Rate 2023-24 Vol-1 P.No.15 I.No.2.2.3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- DTS Cum 8373.66 8373.66 36.69 False None None False None False 307229.5854 0 3284689 114103 None SR Rate 2023-24Vol-1 P.No.111 I.No.5 Formwork, Centering & Scaffloding4% For Foundation Sub Structure ---- DTS Cum 375.14 375.14 36.7 False None None False None False 13767.638 0 3284690 114103 None SR Rate 2023-24 Vol-1 P.No.18 I.No.2.11b 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 andtechnical specification .Foundations of Bridges . ---- DTS Tonne 113929.85 113929.85 2.39 False None None False None False 272292.3415 0 3284691 114103 None SR Rate 2023-24 Vol-1 P.No.16 I.No.2.4.3 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- DTS Cum 8373.66 8373.66 41.08 False None None False None False 343989.9528 0 3284692 114103 None SR Rate 2023-24Vol-1 P.No.112 S.No.10 Formwork, Centering & Scaffloding10% For Sub Structures of pier and abutments ---- DTS Cum 937.85 937.85 41.08 False None None False None False 38526.878 0 3284693 114103 None SR Rate 2023-24 Vol-1 P.No.18 I.No.2.11C 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 andtechnical specification .Sub structure of Bridges . ---- DTS Tonne 114229.85 114229.85 2.47 False None None False None False 282147.7295 0 3284694 114103 None SR Rate 2023-24 Vol-1 P.No.16 I.No.2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building,Road works,Water works, Irrigation works, Super structure works of bridges upto 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 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, M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- DTS Cum 9043.71 9043.71 41.99 False None None False None False 379745.3829 0 3284695 114103 None SR Rate 2023-24 Vol-1 P.No.112 I.No.1 Formwork, Centering & Scaffloding 20% For Solid slab super structures ---- DTS Cum 2025.79 2025.79 41.99 False None None False None False 85062.9221 0 3284696 114103 None SR Rate 2023-24 Vol-1 P.No.18 I.No.2.11d 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 andtechnical specification. Super structure of Bridges . ---- DTS Tonne 114527.21 114527.21 2.52 False None None False None False 288608.5692 0 3284697 114103 None SR Rate 2023-24 Vol-3 P.No.117 I.No.12.4 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. ---- DTS Cum 3537.92 3537.92 12.96 False None None False None False 45851.4432 0 3284698 114103 None SR Rate 2023-24 Vol-3 P.No.117 I.No.12.2 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications ---- DTS m 315.86 315.86 13.6 False None None False None False 4295.696 0 3284699 114103 None SR Rate 2023-24Vol-3 P.No.121I.No.13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification ---- DTS No 4322.95 4322.95 12.0 False None None False None False 51875.4 0 3284700 114103 None SR Rate 2023-24 Vol-3 P.No.121 I.No.13.4 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. ---- DTS m 3078.01 3078.01 40.0 False None None False None False 123120.4 0 3284701 114103 None SR Rate 2023-24 Vol-3 P.No.123 I.No.13.15ii Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. ---- DTS m 181.06 181.06 9.9 False None None False None False 1792.494 0 3284702 114103 None SR Rate 2023-24 Vol-3 P.No.117 I.No.12.3 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular material ---- DTS Cum 1543.63 1543.63 27.0 False None None False None False 41678.01 0 3284703 114103 None SR Rate 2023-24 Vol-1 P.No.7 I.No.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. ---- DTS Cum 626.44 626.44 105.0 False None None False None False 65776.2 0 3284704 114103 None SR Rate 2023-24 Vol-3 P.No.129 I.No.14.4 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone/Boulder ---- DTS Cum 2526.9 2526.9 15.0 False None None False None False 37903.5 0 3284705 114103 None SR Rate 2023-24 Vol-3 P.No.79 I.No.8.55 Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges &fixing charges. ---- DTS No 7745.9 7745.9 1.0 False None None False None False 7745.9 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1718275882000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1718275882000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1718275882000 1 None None ELIGIBILITY Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. 24.93 Lakhs) (2019-20 to 2023-24) None 1718275882000 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 1718275882000 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 1718275882000 1 None None ELIGIBILITY Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. 24.93 Lakhs) None 1718275882000 1 None None ELIGIBILITY Satisfactorily completed (at least 90%) as prime contractor at-least one such similar work Foot Bridge of value not less than Rs. 12.46 (80% of estimated cost of tender) None 1718275882000 1 None None ELIGIBILITY Total value of civil engineering works executed and payments received in the last five years (year-wise) None 1718275882000 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 1718275882000 1 None None ELIGIBILITY Bidder has to Produce Original documents/Certificates (which are uploaded )on or before the time of opening None 1718275882000 0 None None ELIGIBILITY List of existing commitments and ongoing works None 1718275882000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1718275882000 0 None None ELIGIBILITY Banker Details for reference None 1718275882000 0 None None ELIGIBILITY Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None 1718275882000 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 1718275882000 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 1718275882000 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 1718283307000 0 None None ELIGIBILITY Tenders must be accompanied by EMD Rs.50,000.00 which can be paid in full amount , by e-payment None 1718283687000 0 None None ELIGIBILITY Period of completion 6 month including monsoon None 1718343573000 0 None None ELIGIBILITY The defect liability period for this work is one year /as per norm None 1718355715000 0 None None ELIGIBILITY Bidder has to Produce Original documents/Certificates (which are uploaded )on or before the time of opening None 1718355730000 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 K.P.W.D. and further orders thereon. None 1718355746000 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 kppp portal karnataka on or before the last date and time of bid submission. None 1718355779000 0 None None ELIGIBILITY The tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document None 1718355792000 0 None None ELIGIBILITY Bidder has to Produce Original documents/Certificates (which are uploaded )on or before the time of opening None
preQualCriterionList	None
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tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate not less than Rs.24.93 lakhs True Technical Bid PWD Registration ,Phone No. & Address on Letter head True Technical Bid Similar nature of work at least one same nature work Foot bridge not less than Rs. lakhs 12.46 lakhs True Technical Bid PAN & TIN No. True Technical Bid GST Registration True Technical Bid EMD not less than Rs. 50,000.00 e-payment True Technical Bid Details of Ongoing work Form-IV True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Bridges/Culverts Uttara Kannada Honnavara Kanara KUMTA Chandavar Hodike None None None None None None
tenderAddress	None
tenderRecallDTO	None