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bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose30-07-2024 16:00:00
tenderQueryClose25-07-2024 11:00:00
technicalBidOpen31-07-2024 16:30:00
publishedDate20-07-2024 17:51:56
publishedByPostPWD_EE_DIV_RCR
publishedByUserKPE15695 - K SHANKAR
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createdTs1720785490602
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tenderNumberPWD/2024-25/RD/WORK_INDENT11069
titleConstruction of CC Road ,cc drain ,erecting Electrical poles and street lights at Police colony area ward no 23, sindhanur CMC limit sindhanur taluku (sindhanur Constituency) In Sindhanur taluka Raichur District. Under KKRDB Macro Fund (Non-Social) for the year 2023-24(RCH2320242614)
descriptionConstruction of CC Road ,cc drain ,erecting Electrical poles and street lights at Police colony area ward no 23, sindhanur CMC limit sindhanur taluku (sindhanur Constituency) In Sindhanur taluka Raichur District. Under KKRDB Macro Fund (Non-Social) for the year 2023-24(RCH2320242614)
categoryWORKS
categoryTextWorks
ecv8425396.48
deptNamePublic Works Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location1695
locationNamePWD Division Office Raichuru
provisionalAmount10028000.0
groupOverheadTotal0.0
fileNumberAEE/PWD/SND/KKRDB/CCROAD/WARD23/2023-24
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17207854910001NoneNoneRoadsConstruction of CC Road ,cc drain ,erecting Electrical poles and street lights at Police colony area ward no 23, sindhanur CMC limit sindhanur taluku (sindhanur Constituency) In Sindhanur taluka Raichur District. Under KKRDB Macro Fund (Non-Social) for the year 2023-24(RCH2320242614)8383144.48
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3517654126241NonePWD Common Volume 3 SR S.No.3.7 P.No.17 for 2023-2Loosening, 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. Cum110.25110.25329.02FalseNoneNoneFalseNoneFalse36274.4550
3517655126241NonePWD Common SR Volume 3 S.No.3.6 P.No.17 for 2023-2Construction 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 Cum517.65517.65180.2FalseNoneNoneFalseNoneFalse93280.530
3517656126241NonePWD Common SR Volume 3 S.No.4.1 .A.(v) P.No.24 forConstruction 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 Grading -V Material Cum2611.352611.35219.35FalseNoneNoneFalseNoneFalse572799.62250
3517657126241NonePWD Common Volume 3 SR S.No.4.17 P.No.26 for 2023-Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density Cum2686.952686.95151.68FalseNoneNoneFalseNoneFalse407556.5760
3517658126241NonePWD Common SR Volume 3 S.No.16.28 P.No.149 for 202Providing 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 Cum6692.76692.7504.37FalseNoneNoneFalseNoneFalse3375597.0990
3517659126241NonePWD Common SR Volume 3 S.No.2.19 202 P.No.12 forDismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical meansusing pneumatic tools, breaking to pieces not exceeding 0.02 min volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separatelY Cum591.15591.15354.4FalseNoneNoneFalseNoneFalse209503.560
3517660126241NonePWD Common SR Volume 1 S.No.1.14.1 P.No.8 for 202Earth 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 work. In all kinds of soils Depth upto 3 m Cum107.1107.1151.2FalseNoneNoneFalseNoneFalse16193.520
3517661126241NonePWD Common SR Volume 1 S.No.2.1.2 P.No.15 for 202Providing and laying in position 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 Cum5947.25947.299.0FalseNoneNoneFalseNoneFalse588772.80
3517662126241NonePWD Common SR Volume 1 S.No.2.4.2 P.No.16 for 202Providing and laying in position 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 necessary, 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum6639.156639.15206.2FalseNoneNoneFalseNoneFalse1368992.730
3517663126241NonePWD Common SR Volume 1 S.No.2.11 (h) P.No.111 forCentering and shuttering for cement Concrete Drain Walls 35 PERCENTR Cum2323.72323.7206.2FalseNoneNoneFalseNoneFalse479146.940
3517664126241NonePWD Common SR Volume 1 S.No.2.11 (h) P.No.18 for 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 Tonne82961.5582961.5514.35FalseNoneNoneFalseNoneFalse1190498.24250
3517665126241NonePWD Common SR Volume 3 S.No. 8.55 P.No.78 for 2023Providing and fixing board displaying information, such as 'Name of work, ender cost, Name of Contractor, Work completion 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 hromate 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 olour 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. Asdirected by Engineer in Charge & MoRTH specification 804 No9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
3517666126241NonePWD Common SR Volume 2 S.No.17.12 (h) P.No.176 fProviding and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.rgeSqm974.4974.436.0FalseNoneNoneFalseNoneFalse35078.40
17207854910001NoneNoneRoadsElectrical Work42252.0
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3517667126242Nonevol-6 part-II item.no:11.8.2 page-46Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of antiglare clear diffuserwith Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to70 degrees. CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaireNo4225.24225.210.0FalseNoneNoneFalseNoneFalse42252.00
17207897210000NoneNoneRoadsConstruction of CC Road ,cc drain ,erecting Electrical poles and street lights at Police colony area ward no 23, sindhanur CMC limit sindhanur taluku (sindhanur Constituency) In Sindhanur taluka Raichur District. Under KKRDB Macro Fund (Non-Social) for the year 2023-24(RCH2320242614)8425396.48
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3519363126303NonePWD Common Volume 3 SR S.No.3.7 P.No.17 for 2023-2Loosening, 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. Cum110.25110.25329.02FalseNoneNoneFalseNoneFalse36274.4550
3519376126303Nonevol-6 part-II item.no:11.8.2 page-46Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of antiglare clear diffuserwith Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to70 degrees. CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaireNo4225.24225.210.0FalseNoneNoneFalseNoneFalse42252.00
3519364126303NonePWD Common SR Volume 3 S.No.3.6 P.No.17 for 2023-2Construction 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 Cum517.65517.65180.2FalseNoneNoneFalseNoneFalse93280.530
3519365126303NonePWD Common SR Volume 3 S.No.4.1 .A.(v) P.No.24 forConstruction 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 Grading -V Material Cum2611.352611.35219.35FalseNoneNoneFalseNoneFalse572799.62250
3519366126303NonePWD Common Volume 3 SR S.No.4.17 P.No.26 for 2023-Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density Cum2686.952686.95151.68FalseNoneNoneFalseNoneFalse407556.5760
3519367126303NonePWD Common SR Volume 3 S.No.16.28 P.No.149 for 202Providing 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 Cum6692.76692.7504.37FalseNoneNoneFalseNoneFalse3375597.0990
3519368126303NonePWD Common SR Volume 3 S.No.2.19 202 P.No.12 forDismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical meansusing pneumatic tools, breaking to pieces not exceeding 0.02 min volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separatelY Cum591.15591.15354.4FalseNoneNoneFalseNoneFalse209503.560
3519369126303NonePWD Common SR Volume 1 S.No.1.14.1 P.No.8 for 202Earth 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 work. In all kinds of soils Depth upto 3 m Cum107.1107.1151.2FalseNoneNoneFalseNoneFalse16193.520
3519370126303NonePWD Common SR Volume 1 S.No.2.1.2 P.No.15 for 202Providing and laying in position 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 Cum5947.25947.299.0FalseNoneNoneFalseNoneFalse588772.80
3519371126303NonePWD Common SR Volume 1 S.No.2.4.2 P.No.16 for 202Providing and laying in position 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 necessary, 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum6639.156639.15206.2FalseNoneNoneFalseNoneFalse1368992.730
3519372126303NonePWD Common SR Volume 1 S.No.2.11 (h) P.No.111 forCentering and shuttering for cement Concrete Drain Walls 35 PERCENTR Cum2323.72323.7206.2FalseNoneNoneFalseNoneFalse479146.940
3519373126303NonePWD Common SR Volume 1 S.No.2.11 (h) P.No.18 for 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 Tonne82961.5582961.5514.35FalseNoneNoneFalseNoneFalse1190498.24250
3519374126303NonePWD Common SR Volume 3 S.No. 8.55 P.No.78 for 2023Providing and fixing board displaying information, such as 'Name of work, ender cost, Name of Contractor, Work completion 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 hromate 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 olour 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. Asdirected by Engineer in Charge & MoRTH specification 804 No9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
3519375126303NonePWD Common SR Volume 2 S.No.17.12 (h) P.No.176 fProviding and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.rgeSqm974.4974.436.0FalseNoneNoneFalseNoneFalse35078.40
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17207854940000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17207854940000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17207854940001NoneNoneELIGIBILITYThe bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of kppp portal due to internet connectivity issues and technical glitches at bidders end.None
17207854940000NoneNoneELIGIBILITYIt 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
17207854940000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17207892750000NoneNoneELIGIBILITYAs per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27.7.2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund.None
17207892880000NoneNoneELIGIBILITYThe Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders.None
17207893510000NoneNoneELIGIBILITYConditional tenders will not be accepted.None
17207893650000NoneNoneELIGIBILITYThe Tenderer shall obtain the workdone certificate in the prescribed format 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 at the time of opening of technical Bids for physical verification.None
17207893840000NoneNoneELIGIBILITYThe Employer reserves the right to Reject any or all Tenders without assigning any reason.None
17207893980000NoneNoneELIGIBILITYTenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation.None
17207894120000NoneNoneELIGIBILITYBidders are advised to note that, 18% GST will be added to the contract amount.None
17207894270000NoneNoneELIGIBILITYThe Increse in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time.None
17207894400000NoneNoneELIGIBILITYThe bidder should mention the UDIN No on the turnover certificate, failing which bid is rejectedNone
17207894530000NoneNoneELIGIBILITYIf the bidder uploaded the false document while participating in the tender, the bidder will be responsible and action will be initiated as per the tender clause.None
17207895170000NoneNoneELIGIBILITYThe work should be completed in 06 (Six) Months ( including monsoon)None
17207895340000NoneNoneELIGIBILITYThe KPWD Code, KTTP Act/Rules ,Delegation of Powers and other Government Orders issued by the Government from time to time will applyNone
17207895510000NoneNoneELIGIBILITYAll the specifications in the commercial bid format please be read as with all leads and lifts etc., complete as per specification and as directed by the engineer-in-charge.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneTenderer 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 yearNoneNone
NoneNoneNoneNoneOwning the following key and critical equipment for this work (xxxx, xxxx, xxxx)NoneNone
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)NoneNone
NoneNoneNoneNoneList of existing commitments and ongoing worksNoneNone
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five yearsNoneNone
NoneNoneNoneNoneQualification 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 awardedNoneNone
NoneNoneNoneNoneList of Financial Resources with CertificatesNoneNone
NoneNoneNoneNone3.2(b). To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2019-20 to 2023-24) , (b) Satisfactory completion as a prime contractor for at least one similar nature of work to an extent of 50% of the cost of the work. Rs.42.13 Lakhs.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNone3.2 (c). To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2019-20 to 2023-24) (c) Executed in any one year (for a continuous period of 12 months), the minimum quantities of work: (usually 80% of annual rate or requirement) (a) Earthwork excavation /Subgrade/Embankment : 332.00 cum (b) GSB : 175.00 Cum (c) WMM / WBM : 121.00 Cum (d) PCC :648.00Cum(e)STEEL:12.00TonePast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Quantitywise workdone certificate
NoneNoneNoneNoneList of existing commitments and ongoing worksPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Ongoing works
NoneNoneNoneNone3.3(c) : To qualify for award of this contract, Each Tenderer should further demonstrate: Liquid assets and /or availability of credit facilities of not less than Rs.25.28 Lakhs (Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc.(usually the equivalent of the estimated cash flow for three months in the peak construction period)Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneList of works for which tenders already submittedPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- List of works for which tenders already submitted
NoneNoneNoneNoneBanker Details for referencePast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Banker Details for reference
NoneNoneNoneNoneAssessed Tender Capacityshall be more than the Tendered AmountPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Assessed Tender Capacityshall
NoneNoneNoneNone3.2 (a) To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2019-20 to 2023-24) (a) Achieved in at least two financial years a minimum financial turnover (In all classes of Civil Engineering Construction works only) (not less than 2 times the estimated annual payment under this contract) of Rs 84.25 Lakhs.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
PWD REGISTRATION PWD CERTIFICATETrueTechnical Bid
Similar nature of single work done certificateTrueTechnical Bid
Quantitywise workdone certificateTrueTechnical Bid
Any other relevant documentsTrueTechnical Bid
Line of credit / Bankers certificateTrueTechnical Bid
Assesed tender capacityTrueTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
RoadsRaichuruSindhanuruKoppalNoneWARD 23,SINDHANUR TOWN,SINDHANURNoneNoneNoneNoneNoneNone
RoadsRaichuruSindhanuruKoppalNoneward 23NoneNoneNoneNoneNoneNone
tenderAddressNone
tenderRecallDTONone