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evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee960.00
emd76800.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose07-10-2024 16:00:00
tenderQueryClose05-10-2024 16:00:00
technicalBidOpenNone
publishedDate20-09-2024 12:09:33
publishedByPostRDPR_EE_DIV_GAD
publishedByUserKPE16679 - VIJAYKUMAR MADIVALAPPA
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highestBidderSelectionFalse
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sampleSubmissionDateNone
officeNumber08372238035
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tenderSupplierListNone
tenderSchedule
createdTs1726674117332
version6
createdDateNone
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tenderNumberRDPR/2024-25/OW/WORK_INDENT3615
titleConstruction of c c Road at Nellur village in Gajendragada taluk gadag dist
descriptionConstruction of c c Road at Nellur village in Gajendragada taluk gadag dist
categoryWORKS
categoryTextWorks
ecv3838983.75
deptNameRural Development and Panchayat Raj Department
statusPUBLISHED
statusTextPublished
remarksNone
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location845
locationNameRDPR Division Office Gadag
provisionalAmount4600000.0
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tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17266741170001NoneNoneOther WorksConstruction of c c Road at Nellur village in Gajendragada taluk gadag dist2995019.37
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4026044156038Nonecode01Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work. [Common PWD SR 2023-24, Volume-1, Pg No-5, I.No- 1.1]Cum91.091.0922.13FalseNoneNoneFalseNoneFalse83913.830
4026045156038Nonecode02Compacting original ground supporting embankment 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. [Common PWD SR 2023-24, Volume-3, , Pg no-17, I.No. 3.7]Cum105.0105.0347.7FalseNoneNoneFalseNoneFalse36508.50
4026046156038Nonecode03Construction 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 [Common PWD SR 2023-24, Volume-3, Pg No-17, I.No. 3.6]Cum493.0493.0347.7FalseNoneNoneFalseNoneFalse171416.10
4026047156038Nonecode04Water 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 3 wheeled steel/ 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. (A) By Manual Means, (ii) Grading-II (53 mm to 22.4 mm) (b) Using Screening Type B (11.2mm agg) [Common PWD SR 2023-24, Volume-3, Pg no-25, I.No. 4.13(A)(ii)(b)]Cum2749.02749.0173.86FalseNoneNoneFalseNoneFalse477941.140
4026048156038Nonecode05Providing 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:383:2016, 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.[Common PWD SR 2023-24, Volume-3, Pg no-148, I.No. 16.27 ]Cum6374.06374.0347.7FalseNoneNoneFalseNoneFalse2216239.80
4026049156038Nonecode06Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work mcompletion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 [Common PWD SR 2023-24, Volume-3, Pg no-78, I.No. 8.54]Nos9000.09000.01.0FalseNoneNoneFalseNoneFalse9000.00
17266741170001NoneNoneOther WorksConstruction of c c Road at Nellur village in Gajendragada taluk gadag dist843964.38
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4026050156039Nonecode01Earth 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 [Common PWD SR 2023-24, Volume-1, Pg.No-8, I.No.1.14.1]Cum102.0102.0225.0FalseNoneNoneFalseNoneFalse22950.00
4026051156039Nonecode02Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. [Common PWD SR 2023-24, Volume-2, Pg.No-151, I.No.17.1]Cum1002.01002.037.5FalseNoneNoneFalseNoneFalse37575.00
4026052156039Nonecode03Providing 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) 2.1.3-Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-15, I.No.2.1.3]Cum6288.456288.4518.75FalseNoneNoneFalseNoneFalse117908.43750
4026053156039Nonecode04Providing 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) 2.4.2-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-16, I.No.2.4.3]Cum6652.86652.857.38FalseNoneNoneFalseNoneFalse381737.6640
4026054156039Nonecode05Supplying, fitting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specification. [Common PWD SR 2023-24, Volume-1, Pg.No-92, I.No.2.11(C)]t86433.086433.03.16FalseNoneNoneFalseNoneFalse273128.280
4026055156039Nonecode06Construction 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. [Common PWD SR 2023-24, Volume-1, Pg.No-7, I.No.1.8]Cum474.0474.022.5FalseNoneNoneFalseNoneFalse10665.00
17266748530000NoneNoneRoadsConstruction of c c Road at Nellur village in Gajendragada taluk gadag dist Construction of c c Road at Nellur village in Gajendragada taluk gadag dist3838983.75
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4026058156041Nonecode01Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work. [Common PWD SR 2023-24, Volume-1, Pg No-5, I.No- 1.1]Cum91.091.0922.13FalseNoneNoneFalseNoneFalse83913.830
4026064156041Nonecode01Earth 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 [Common PWD SR 2023-24, Volume-1, Pg.No-8, I.No.1.14.1]Cum102.0102.0225.0FalseNoneNoneFalseNoneFalse22950.00
4026059156041Nonecode02Compacting original ground supporting embankment 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. [Common PWD SR 2023-24, Volume-3, , Pg no-17, I.No. 3.7]Cum105.0105.0347.7FalseNoneNoneFalseNoneFalse36508.50
4026065156041Nonecode02Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. [Common PWD SR 2023-24, Volume-2, Pg.No-151, I.No.17.1]Cum1002.01002.037.5FalseNoneNoneFalseNoneFalse37575.00
4026060156041Nonecode03Construction 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 [Common PWD SR 2023-24, Volume-3, Pg No-17, I.No. 3.6]Cum493.0493.0347.7FalseNoneNoneFalseNoneFalse171416.10
4026066156041Nonecode03Providing 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) 2.1.3-Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-15, I.No.2.1.3]Cum6288.456288.4518.75FalseNoneNoneFalseNoneFalse117908.43750
4026061156041Nonecode04Water 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 3 wheeled steel/ 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. (A) By Manual Means, (ii) Grading-II (53 mm to 22.4 mm) (b) Using Screening Type B (11.2mm agg) [Common PWD SR 2023-24, Volume-3, Pg no-25, I.No. 4.13(A)(ii)(b)]Cum2749.02749.0173.86FalseNoneNoneFalseNoneFalse477941.140
4026067156041Nonecode04Providing 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) 2.4.2-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-16, I.No.2.4.3]Cum6652.86652.857.38FalseNoneNoneFalseNoneFalse381737.6640
4026062156041Nonecode05Providing 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:383:2016, 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.[Common PWD SR 2023-24, Volume-3, Pg no-148, I.No. 16.27 ]Cum6374.06374.0347.7FalseNoneNoneFalseNoneFalse2216239.80
4026068156041Nonecode05Supplying, fitting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specification. [Common PWD SR 2023-24, Volume-1, Pg.No-92, I.No.2.11(C)]t86433.086433.03.16FalseNoneNoneFalseNoneFalse273128.280
4026063156041Nonecode06Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work mcompletion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 [Common PWD SR 2023-24, Volume-3, Pg no-78, I.No. 8.54]Nos9000.09000.01.0FalseNoneNoneFalseNoneFalse9000.00
4026069156041Nonecode06Construction 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. [Common PWD SR 2023-24, Volume-1, Pg.No-7, I.No.1.8]Cum474.0474.022.5FalseNoneNoneFalseNoneFalse10665.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17266741180001NoneNoneELIGIBILITYDepartment Registration DetailsNone
17266741180001NoneNoneELIGIBILITYLine of credit 30% to APT amount that is not less than Rupees- lakhs (Conditional LOC not considered)None
17266741180000NoneNoneELIGIBILITYBidders 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
17266741180000NoneNoneELIGIBILITYIt 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
17266741180000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17266741180001NoneNoneELIGIBILITYThe tender is through e mode onlyNone
17266741180001NoneNoneELIGIBILITYThe rates enumerated in the tender schedule / BOQ are inclusive of all lead and lifts and all other charges to complete the work successfullyNone
17266741180001NoneNoneELIGIBILITYThe tender may be cancelled at any stage without assigning any reasonNone
17266741180001NoneNoneELIGIBILITYTenderer must submit his present accurate postal address and phone / cell phone numberNone
17266741180001NoneNoneELIGIBILITYMaterials to be utilized for the work must be tested in PRED labs and quality control test reports must be enclosed to the bills. Cost of quality control tests must be borne by the contractorNone
17266741180001NoneNoneELIGIBILITYTenderer who is successful in any tender previously, but not submitted security deposit, is not eligible to participate in this tenderNone
17266741180001NoneNoneELIGIBILITYIf any date in tender time table is government holiday, next working day will be consideredNone
17266741180001NoneNoneELIGIBILITYExecutive Engineer PRED Gadag has authority to reject or accept any tender without assigning any reasonNone
17266741180001NoneNoneELIGIBILITYIf the rates Quoted by the contractor is lesser than the amount put to tender, the difference cost should be paid by the contractor through DD/ FDR / NSC in the favour of Executive Engineer. within 20 days of the receipt of the letter of acceptance for unbalanced tenders in accordance with clause 25.5 of ITT and clause 44 of the condition of contract as per G.O.No FD 94 PCL 2008 Bangalore dated 14.10.2008None
17266741180001NoneNoneELIGIBILITYGST shall be paid to the tendered amount separatelyNone
17266741180001NoneNoneELIGIBILITYThe contractor should provide daily there staff members on siteNone
17266741180001NoneNoneELIGIBILITYIf there is any objection regarding tender, eligibility of contractors, documents etc. The objection must be submitted before last date & time of submission of tender directly to Executive Engineer, PRE Dn, Gadag. (Not in inward).None
17266743760000NoneNoneELIGIBILITYThe work subjected to third party inspection and inspection by other govt agencies third party inspection cost is borne by the contractor for the gross amount of the bill third party agency is appointed by the deptNone
17266743840000NoneNoneELIGIBILITYAspiring bidders/ contractors who have not obtained the user ID & Password for participating in E-Proc in PRED may now obtain the same from the website www.kppp.karnataka.gov.in through linkNone
17266743930000NoneNoneELIGIBILITYCorrigendum/modifications/corrections, if any, will be published only in the website individual letters, information to bidders will not be sent by post, courier. All information will be on the web site. However in case of any clarification required you are directed to contact the under signed during office hours on all working days.None
17266744000000NoneNoneELIGIBILITYIf any of the dates mentioned above is declared as holiday, the next working day will hold good without any change in the timings indicatedNone
17266744060000NoneNoneELIGIBILITYFurther details of work can be obtained in the office of the undersigned all working days.None
17266744120000NoneNoneELIGIBILITYTenderer can inspect site before quoting rates. Quoted rates are inclusive statutory deduction as per Government order.None
17266744190000NoneNoneELIGIBILITYAny over writing of civil engineering words and measurements should be clarified the considered department ( No claims should be considered).None
17266744310000NoneNoneELIGIBILITYWork Completion/Execution Period : 06 MonthsNone
17266744380000NoneNoneELIGIBILITYContractor should upload PWD Valid Registration copyNone
17266744480000NoneNoneELIGIBILITYSimilar wok done 50% OHT & 25% SC ST attached separate sheet should not be less than Rs. lks.None
17266744570000NoneNoneELIGIBILITYWithin 20 days of receipt of the Letter of Acceptance, the successful Tenderer shall deliver to the Employer a Security deposit(FDR) for an amount equivalent to 5% of the Contract price.None
17266744640000NoneNoneELIGIBILITYWork done certificate should be issued by competent authority not below the rank of Executive Engineer.None
17266744710000NoneNoneELIGIBILITYThe tender of any tenderer who does not accept the conditions contained in the tender document is liable to be rejected. Conditional tenders will not be accepted.None
17266744820000NoneNoneELIGIBILITYThe cost of tender form fee shall not be refundable. The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs. No interest will be paid by the Government on the Earnest money deposit.None
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover certificate CA with UDIN No. & Profit and loss statements & Income Tax returnsTrueTechnical Bid
PWD Valid Registration CertificateTrueTechnical Bid
Line of credit amount that is not less than Rupees- lakhs, Conditional LOC not consideredTrueTechnical Bid
50percent Similar work done BUILDING ,CC DRAIN, ROAD WORK attached separate sheet should not be less than Rs. lks.TrueTechnical Bid
Postal Address with contact numberTrueTechnical Bid
PAN & GST CertificateTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone