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noticeInvitingTenderDTO	createdTs 1726568096094 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1250.00 emd 84400.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 15-10-2024 17:30:00 tenderQueryClose 14-10-2024 11:00:00 technicalBidOpen None publishedDate 21-09-2024 17:16:42 publishedByPost RDPR_EE_DIV_VJP publishedByUser KPE13083 - NABILAL M GABASAVALGI bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson M S Satihal AE 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 7026505836 tenderSupplierList None
tenderSchedule	createdTs 1726568096136 version 6 createdDate None modifiedDate None tenderNumber RDPR/2024-25/RD/WORK_INDENT8267 title Improvements to Road from Agarakhed Main Road to Hire Bevanur Approch Road in Indi taluka (Km 0.00 to 2.00) description Improvements to Road from Agarakhed Main Road to Hire Bevanur Approch Road in Indi taluka (Km 0.00 to 2.00) category WORKS categoryText Works ecv 4974341.25 deptName Rural Development and Panchayat Raj Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 803 locationName RDPR Division Office Vijayapura provisionalAmount 5000000.0 groupOverheadTotal 758797.82 fileNumber Agarakhed-HireBevanur-Road-50
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1726568096000 0 None None Roads Estimate for Road 1780818.48 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4014577 155528 None code01 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer (A) In area of light jungle Sqm 3.93 3.93 1500.0 False None None False None False 5895.0 0 4014578 155528 None code02 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 complete as directed as per the specification and direction of Engineer-in-charge of the work Sqm 6.0 6.0 2527.5 False None None False None False 15165.0 0 4014579 155528 None code03 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. Cum 105.0 105.0 404.4 False None None False None False 42462.0 0 4014580 155528 None code04 Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.. Mechanical Means . Rmtr 25.0 25.0 400.0 False None None False None False 10000.0 0 4014581 155528 None code05 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..B) Mechanical means ii) Grading-II (53 mm to 22.4 mm) b)Using Screening Type B (11.2mm agg) Cum 2485.0 2485.0 189.56 False None None False None False 471056.6 0 4014582 155528 None code06 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..B) Mechanical means ii) Grading-II (53 mm to 22.4 mm) b)Using Screening Type B (11.2mm agg) Cum 2406.0 2406.0 189.56 False None None False None False 456081.36 0 4014583 155528 None code07 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. Sqm 41.0 41.0 2527.5 False None None False None False 103627.5 0 4014584 155528 None code08 Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG-30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot mix plant of capacity not less than 40/60 TPH laying and rolling with a smooth wheeled roller, finished to required level and grades. Sqm 149.0 149.0 2527.5 False None None False None False 376597.5 0 4014585 155528 None code09 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats with bituminous binder VG-30 Case - II : Type B Premix Sand Seal coat Sqm 52.0 52.0 2527.5 False None None False None False 131430.0 0 4014586 155528 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 Cum 493.0 493.0 242.64 False None None False None False 119621.52 0 4014587 155528 None code11 Providing and fixing of typical 'Citizen Information Board A" as per specifications and drawing. Two ACP Sheet of 4mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of Ms plate of 5mm thick. Supported on frame post of 2 no's of MS Suare hallow section 75mmx75mmx6mm which is duly embedded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level.All MS will be stove enameled on both the sides.All sections of framed posts,MS sheet and Stell tubes will be painted with primer and two coats of epoxy paint as per drawing etc..Retro-Reflective Sheet as per IRC 67 fixted over a two no's of Aluminum composite material(ACP) sheeting of size 900x750mm of 4mm thick duly bolted/ reveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges charges necessary for satisfactory completion of work as per directed by engineer incharge. (i) For warranty and durability the clause 1701.5 and formaintenance the clause 1911 shall be applicable. (ii) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height. 485777/ 2019/ Dir(Tech) 7 Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 Nos 21514.0 21514.0 2.0 False None None False None False 43028.0 0 4014588 155528 None code12 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Nos 2927.0 2927.0 2.0 False None None False None False 5854.0 0 1726568096000 0 None None Roads Construction of CD Work Single Rows 0.500 KM 0.950 Km 175304.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4014589 155529 None code01 Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/ Soft rock & 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 Cum 362.0 362.0 21.08 False None None False None False 7630.96 0 4014590 155529 None code02 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 machinery, 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 Using 20 mm nominal size graded crushed coarse aggregates Cum 6217.0 6217.0 2.48 False None None False None False 15418.16 0 4014591 155529 None code03 Providing and laying in 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6480.0 6480.0 6.89 False None None False None False 44647.2 0 4014592 155529 None code04 Additionalities For formwork, Centring and scffodling for Foundation, Sub structure of Cross drainages 5% With All lead & lifts as directed by the engineer in charge of the work (V1/Addendum I/Pg.no111) Cum 324.0 324.0 6.89 False None None False None False 2232.36 0 4014593 155529 None code05 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 Super structure of Bridges Tonne 86658.0 86658.0 0.322 False None None False None False 27903.876 0 4014594 155529 None code06 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. Rmtr 7958.0 7958.0 7.5 False None None False None False 59685.0 0 4014595 155529 None code07 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 433.0 433.0 17.71 False None None False None False 7668.43 0 4014596 155529 None code08 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 Stone/Boulder Cum 1912.0 1912.0 4.5 False None None False None False 8604.0 0 4014597 155529 None code09 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 109.0 109.0 13.89 False None None False None False 1514.01 0 1726568096000 0 None None Roads SUB- ESTIMATE FOR CC ROAD 2259420.95 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4014598 155530 None code01 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. Cum 95.0 95.0 193.8 False None None False None False 18411.0 0 4014599 155530 None code02 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. Cum 474.0 474.0 193.8 False None None False None False 91861.2 0 4014600 155530 None code03 Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Cum 1427.0 1427.0 96.91 False None None False None False 138290.57 0 4014601 155530 None code04 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..B) Mechanical means ii) Grading-II (53 mm to 22.4 mm) b)Using Screening Type B (11.2mm agg) Cum 2406.0 2406.0 96.91 False None None False None False 233165.46 0 4014602 155530 None code05 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6754.0 6754.0 258.4 False None None False None False 1745233.6 0 4014603 155530 None code06 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 Cum 493.0 493.0 65.84 False None None False None False 32459.12 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1726568099000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1726568099000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1726568099000 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 1726568099000 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 1726568099000 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 1726568099000 0 None None ELIGIBILITY Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None 1726568099000 0 None None ELIGIBILITY Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None 1726568099000 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 1726568099000 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 1726568099000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1726568099000 0 None None ELIGIBILITY List of existing commitments and ongoing works None 1726568099000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1726568099000 0 None None ELIGIBILITY Banker Details for reference None 1726568099000 0 None None ELIGIBILITY Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None 1726568099000 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 1726568099000 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 1726568099000 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 1726568126000 0 None None ELIGIBILITY To qualify for award of this contract each tenderer in his name should have in the last five years period (i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24) Turnover Certificate obtained from Charted Accountant and achieved in at least two financial years an average Annual Financial Turnover (in all classes of civil Engineering construction works only) of Rs. 42.16 lakhs (usually not less than the estimated cost under this contract None 1726568134000 0 None None ELIGIBILITY In last five years (i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24) Satisfactorily completed as a prime contractor for at least one similar nature of work done 50% of the cost of the work i.e., not less than the amount Rs 21.08 lakhs, certificate issued from the rank of Executive Engineer and above for the same should be furnished by the contractor. (With Work Indent Number). None 1726568138000 0 None None ELIGIBILITY EMD may be paid fully by E-payment Rs. 84,400/- None 1726568157000 0 None None ELIGIBILITY Contractor should obey with the above conditions in addition to the KW-2 None 1726568160000 0 None None ELIGIBILITY Tender Completion Period 3 months including Mansoon None 1726568165000 0 None None ELIGIBILITY In case the contractor participating in the tender submits a lower rate, the difference amount shall be paid in advance as security deposit in any nationalized bank and the relevant document shall be uploaded, in case not uploaded, which such tender proposal shall be rejected. None 1726568168000 0 None None ELIGIBILITY GST shall be paid to the tendered amount separately. None 1726568172000 0 None None ELIGIBILITY PWD Registration Certificate Class I and Above None
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tenderCriterionDocumentList	documentName optional documentTypeText KPWD CLASS-1 and Above Registration Certification True Technical Bid Tendere Must Submnit PAN & GST Certificate True Technical Bid Tenderer must have of value 2019-20, 2020-21, 2021-22, 2022-23 to 2023-24 satisfactory completed as a prime contractor at least one similar nature of Work of 50PERCENT of the Amount Put to Tender Percent of nor less than Rs 21.08 lakhs issued by the officer not below tha rank of Executive Engineer for Similer Single nature of Works Work Done certificate with works should be produced Work Done with Indent No. True Technical Bid Work Order / Commitments of ongoing works issued by an officer not below the rank of Executive Engineer True Technical Bid To quality for award of this contant each tenderer in his name should have in the 2019-20 to 2023-24 years period achieved in at least two financial years an average finance turnover of Rs 42.16 lakhs usually not less than amount put to tender from CA on letter Head with UDIN No otherwise bid will be directly disqualified True Technical Bid Accurate postal address and Phone / cell Number True Technical Bid Tender who meet the above specified minimum qualifying will only be qualified if there available tender capacity is more than the total tinder value the web available tender capacity will be calculated as under associated available tender capacity A X N X 2.50 - B True Technical Bid Contractor should submit the difference amount as per the CSR 2023 24 and it is to be handed over to the EE PRE Division Office Vijayapur after issuing the LOI True Technical Bid
tenderWorkLocationList
tenderAddress	None
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