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noticeInvitingTenderDTO	createdTs 1726810335144 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy RESERVED invitingStrategyText Reserved taxType INCLUSIVE_TAX tenderFee 1580.00 emd 75000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 07-10-2024 16:30:00 tenderQueryClose 04-10-2024 16:30:00 technicalBidOpen 08-10-2024 17:00:00 publishedDate 23-09-2024 16:40:00 publishedByPost RDPR_EE_DIV_RCR publishedByUser KPE14312 - VENKATESH GALAG bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Chandrakala AE 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 8970451399 tenderSupplierList None
tenderSchedule	createdTs 1726810335191 version 4 createdDate None modifiedDate None tenderNumber RDPR/2024-25/RD/WORK_INDENT8654 title Construction of approach road at Hallihosur village in Manvi Taluka of Raichur District. Under 5054 SCP TSP for the year 2023-24 (RESERVED FOR SC) description Construction of approach road at Hallihosur village in Manvi Taluka of Raichur District. Under 5054 SCP TSP for the year 2023-24 (RESERVED FOR SC) category WORKS categoryText Works ecv 6287941.37 deptName Rural Development and Panchayat Raj Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 963 locationName RDPR Division Office Raichur provisionalAmount 7500000.0 groupOverheadTotal None fileNumber EE/PRED/AE/5054CMS/2024-25/Hallihosur
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1726810335000 0 None None Roads Construction of approach road at Hallihosur village in Manvi Taluka of Raichur District. Under 5054 SCP TSP for the year 2023-24 6287941.37 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4034624 156522 None 001 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 Cum 107.1 107.1 370.85 False None None False None False 39718.035 0 4034625 156522 None 002 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 Cum 6288.45 6288.45 37.72 False None None False None False 237200.334 0 4034626 156522 None 003 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) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 6724.2 6724.2 12.6 False None None False None False 84724.92 0 4034627 156522 None 004 Curtain wall complete as per drawing and Technical specification Cement concrete Grade M15 2507.2 Cum 6555.15 6555.15 66.51 False None None False None False 435983.0265 0 4034628 156522 None 005 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 71.11 False None None False None False 510936.0165 0 4034629 156522 None 006 Appendix I Additionalities for Formwork, Centering & Scaffolding -SI.No.11- Earth Retaining structures 10% (volume-1 Pg No:112) For Retaining Wall Cum 719.0 719.0 71.11 False None None False None False 51128.09 0 4034630 156522 None 007 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed with Reinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) Sqm 4376.4 4376.4 20.0 False None None False None False 87528.0 0 4034631 156522 None 008 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 Tonne 82961.6 82961.6 5.94 False None None False None False 492791.904 0 4034632 156522 None 009 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. 2503 Cum 2007.6 2007.6 68.22 False None None False None False 136958.472 0 4034633 156522 None 009 Flexible Apron : Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 2507.2 Cum 2151.5 2151.5 170.55 False None None False None False 366938.325 0 4034634 156522 None 011 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 2504 Cum 3187.8 3187.8 9.0 False None None False None False 28690.2 0 4034635 156522 None 012 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 2007.6 2007.6 18.0 False None None False None False 36136.8 0 4034636 156522 None 013 Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Each 785.4 785.4 28.0 False None None False None False 21991.2 0 4034637 156522 None 014 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. 2706 & 2200 Sqm 144.9 144.9 40.0 False None None False None False 5796.0 0 4034638 156522 None 015 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60cm, 60 cm below ground level as per approved drawing Sqm 9460.5 9460.5 0.9 False None None False None False 8514.45 0 4034639 156522 None 015 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 Cum 107.1 107.1 369.36 False None None False None False 39558.456 0 4034640 156522 None 016 Construction of Subgrade and Earthen Shoulders 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. 300-2 305 Cum 517.65 517.65 1129.46 False None None False None False 584664.969 0 4034641 156522 None 017 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 (v) For Grading -II Material Cum 2688.0 2688.0 218.88 False None None False None False 588349.44 0 4034642 156522 None 018 Water Bound Macadam 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 (i) Grading-I (63 mm to 45 mm) (c) Using Screening Type B (11.2mm agg) Cum 2609.3 2609.3 136.71 False None None False None False 356717.403 0 4034643 156522 None 019 Water Bound Macadam 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 2526.3 2526.3 136.71 False None None False None False 345370.473 0 4034644 156522 None 020 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 M20 (Grade), coarse and fine aggregates conforming to IS:383, 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 14days, 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 6692.7 6692.7 273.17 False None None False None False 1828244.859 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1726810337000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1726810337000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1726810337000 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 1726810337000 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 1726810337000 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 1726810372000 0 None None ELIGIBILITY Qualifications of the tenderer required as mentioned in the Technical Bid KW-3 in General conditions 3 must be furnished. None 1726810377000 0 None None ELIGIBILITY Tender of the contractor, who have not completed the work in time, not executed the agreement in time in any other cases in this Division as per Clause 3.4 of Standard Tender Document and practices as mentioned in clause 25 of the standard tender document will not be accepted. None 1726810382000 0 None None ELIGIBILITY The undersigned reserves the right to accept any or all tenders without assigning any reason. None 1726810386000 0 None None ELIGIBILITY Contractor should execute the work by procuring cement, steel any other materials/Machinery for the work on their own and necessary quality test certificate should be produced and approval of the same. None 1726810390000 0 None None ELIGIBILITY Other details can be seen in the tender documents None 1726810394000 0 None None ELIGIBILITY Contractors should have to upload the Scan copy of all necessary Qualification Documents/ Certificates, and submitted duly attested by notary while tender Evaluvation in this Division None 1726810398000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing e-procurement portal. None 1726810402000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 Qualification of Instructions to Tenders (ITT), will only be considered for evaluation. None 1726810649000 0 None None ELIGIBILITY Contractors should have to upload the necessary Qualification details as Section 3 Clause 1.1 to 1.10 in prescribed formats of KW-3. None 1726810654000 0 None None ELIGIBILITY The contractor should counter check all the designs of the scheme before execution / procurement of material and bring to the notice of the departmental officers for rectification. None 1726810658000 0 None None ELIGIBILITY The contractors have to verify the designs and drawings prepared by the department and supplied for construction. correct the same for any mistakes and to submit it for the approval of the department prior to commencement of execution. None 1726810662000 0 None None ELIGIBILITY The contractor should furnish the Contractor license Certificate None 1726810667000 0 None None ELIGIBILITY Successful bidder submitting bids below the amount put to tender will be regularized to submit the difference amount in the form of FDR/TDR/DD/Pledge on the name of EE PRED Raichur within 20 days from the date of receiving the letter of acceptance. Failing which EMD will be forfeited and further action will be taken as per G O No FD PCL 2008 Bangalore Dated 14/10/2008. Cluase 25 of KW-3. None 1726810671000 0 None None ELIGIBILITY The Building constructed under this programme shall be of high standard, requiring no major repairs for 3 years, The contractor shall furnish performance guarantee for 3 years as per clause and the performance guarantee will be released only after 3 years after completion of work. None 1726810675000 0 None None ELIGIBILITY The Tenderer shall obtain the workdone certificate in the prescribed form from the competent authority not below the rank of Executive Engineer (District Level Officer) and scan the Original Certificate and attach the scanned file to the Bid. The Original Certificate / Certificates shall be produced whenever required. None 1726810680000 0 None None ELIGIBILITY Third party inspection is mandatory for all the works in this programme None 1726810684000 0 None None ELIGIBILITY The work should be completed within the stipulated period from the date of agreement & The date of agreement itself is the date of commencement of the work None 1726810720000 0 None None ELIGIBILITY The work should be completed in 6 months (including mansoon) None 1726810726000 0 None None ELIGIBILITY The defect liability period is 2 years and 3 years for major construction repairs. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Workdone certificate of Rs. 15.71 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None PWD Licence 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 Line of credit of Rs. 18.86 Lakhs Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Turnover of Rs. 62.87 Lakhs Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover
tenderCriterionDocumentList	documentName optional documentTypeText PWD Contractor Registration Certificate True Technical Bid Previous Five years Financial Turn over 2019-20 to 2023-24 True Technical Bid Work done Certificate True Technical Bid Line of credit Bank letter head True Technical Bid Caste Certificate SC True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None