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publishedDate14-02-2024 18:23:01
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tenderNumberRDPR/2023-24/RD/WORK_INDENT4348
titlePACKAGE TDR DMF01 1.Constrcution of CC Road and Drain from Main road to Govt School at V Nagalapura village in Sandur Taluk of Ballari Dist 2.Construction of CC Road and Drain to Main Road at Kodihalli village in Sandur Village in Ballari Dist 3.Construction of CC Road and Drain from Main road to join road of 2nd Ward in Schedule Tribe Colony at Yeshwanathnagar Village in Sandur Taluk of Ballari Dist (Reserved For SC)
descriptionPACKAGE TDR DMF01 1.Constrcution of CC Road and Drain from Main road to Govt School at V Nagalapura village in Sandur Taluk of Ballari Dist 2.Construction of CC Road and Drain to Main Road at Kodihalli village in Sandur Village in Ballari Dist 3.Construction of CC Road and Drain from Main road to join road of 2nd Ward in Schedule Tribe Colony at Yeshwanathnagar Village in Sandur Taluk of Ballari Dist (Reserved For SC)
categoryWORKS
categoryTextWorks
ecv5857452.20
deptNameRural Development and Panchayat Raj Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location818
locationNameRDPR Division Office Ballari
provisionalAmount7000000.0
groupOverheadTotalNone
fileNumberEE/PRED/DMF/PACKAGE01
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17077343490000NoneNoneRoadsPACKAGE TDR DMF01 1.Constrcution of CC Road and Drain from Main road to Govt School at V Nagalapura village in Sandur Taluk of Ballari Dist 2.Construction of CC Road and Drain to Main Road at Kodihalli village in Sandur Village in Ballari Dist 3.Construction of CC Road and Drain from Main road to join road of 2nd Ward in Schedule Tribe Colony at Yeshwanathnagar Village in Sandur Taluk of Ballari Dist5857452.2
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
255503778468Nonecode1Constrcution of CC Road and Drain from Main road to Govt School at V Nagalapura village in Sandur Taluk of Ballari Dist CC Drain 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 workCum76.6576.65101.25FalseNoneNoneFalseNoneFalse7760.81250
255503878468Nonecode2Providing 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 40mm nominal size graded crushed coarse aggregates.Cum5720.45720.410.69FalseNoneNoneFalseNoneFalse61151.0760
255503978468NoneCode3Providing 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) M20Cum8241.358241.3531.01FalseNoneNoneFalseNoneFalse255564.26350
255504078468Nonecode4Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)Kgs94.594.51240.5FalseNoneNoneFalseNoneFalse117227.250
255504178468Nonecode5Filling 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.Cum214.2214.22.25FalseNoneNoneFalseNoneFalse481.950
255504278468Nonecode6CC Road 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. In all kinds of soils upto 300 mm depthCum68.2568.25255.0FalseNoneNoneFalseNoneFalse17403.750
255504378468Nonecode7Loosening, leveling and Compacting original ground supportingembankment 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.Cum91.3591.35127.5FalseNoneNoneFalseNoneFalse11647.1250
255504478468Nonecode8Construction of sub-grade and earthen shoulders withapproved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slopeand compacted to meet requirement of table No. 300-2Cum433.65433.65153.42FalseNoneNoneFalseNoneFalse66530.5830
255504578468Nonecode9Construction of Granular Sub-Base of required by providing well graded mix, spreading in uniform layerswith motor grader on prepared surface and compacting with smooth roller to achieve the desired density, completes per clause 401. For Grading -III MaterialCum1309.351309.3585.0FalseNoneNoneFalseNoneFalse111294.750
255504678468Nonecode10Providing, 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. Using Screening Type B (11.2mm agg)Cum2644.952644.9563.75FalseNoneNoneFalseNoneFalse168615.56250
255504778468Nonecode11Providing 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, maximum size of coarse aggregate not exceeding 25 mm, mixed ina concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixedside formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwor kas 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 clause1501 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.Cum6654.96654.9127.5FalseNoneNoneFalseNoneFalse848499.750
255504878468Nonecode12Providing and fixing board displaying information, such as 'Name of work, Tender 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 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 804Each9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
255504978468NoneCODE01Construction of CC Road and Drain to Main Road at Kodihalli village in Sandur Village in Ballari Dist. Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 mCum195.3195.3147.68FalseNoneNoneFalseNoneFalse28841.9040
255505078468NoneCODE02Providing 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 1:5:10 Using 40 mm nominal size graded crushed coarse aggregatesCum5036.855036.8518.25FalseNoneNoneFalseNoneFalse91922.51250
255505178468NoneCODE03Providing 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum8241.358241.3545.44FalseNoneNoneFalseNoneFalse374486.9440
255505278468NoneCODE04Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications.Tonne89996.5589996.551.59FalseNoneNoneFalseNoneFalse143094.51450
255505378468NoneCODE05Providing 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 m3 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.Cum6104.76104.795.85FalseNoneNoneFalseNoneFalse585135.4950
255505478468NoneCODE06Construction 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. 300-2Cum433.65433.6552.256FalseNoneNoneFalseNoneFalse22660.81440
255505578468NoneCODE07Providing and fixing board displaying information, such as 'Name of work, Tender 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 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 804Nos9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
255505678468Nonecode01Construction of CC Road and Drain from Main road to join road of 2nd Ward in Schedule Tribe Colony at Yeshwanathnagar Village in Sandur Taluk of Ballari Dist Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 mCum195.3195.3278.1FalseNoneNoneFalseNoneFalse54312.930
255505778468Nonecode02Construction 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. 300-2Cum433.65433.65135.0FalseNoneNoneFalseNoneFalse58542.750
255505878468Nonecode03Construction 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. Grading IIICum1309.351309.3545.0FalseNoneNoneFalseNoneFalse58920.750
255505978468Nonecode04Wet Mix Macadam (Plant mix method) 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.Cum2513.72513.745.0FalseNoneNoneFalseNoneFalse113116.50
255506078468Nonecode05Providing 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 1:5:10 Using 40 mm nominal size graded crushed coarse aggregatesCum5036.855036.8534.2FalseNoneNoneFalseNoneFalse172260.270
255506178468Nonecode06Providing 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum8241.358241.35104.29FalseNoneNoneFalseNoneFalse859490.39150
255506278468Nonecode07Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications.Tonne89996.5589996.553.65FalseNoneNoneFalseNoneFalse328487.40750
255506378468Nonecode08 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. 300-2Cum433.65433.6535.1FalseNoneNoneFalseNoneFalse15221.1150
255506478468Nonecode09Providing 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 m3 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.Cum6297.96297.9199.5FalseNoneNoneFalseNoneFalse1256431.050
255506578468Nonecode10Providing and fixing board displaying information, such as 'Name of work, Tender 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 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 804Each9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17077343530000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17077343530000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17077343530000NoneNoneELIGIBILITYBidders 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
17077343820000NoneNoneELIGIBILITYIt 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
17077343890000NoneNoneELIGIBILITYThe 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 e-Procurement portal due to internet connectivity issues and technical glitches at bidders end.None
17077343950000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17077343990000NoneNoneELIGIBILITYBidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder.None
17077344030000NoneNoneELIGIBILITYAs 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
17077344070000NoneNoneELIGIBILITYThe Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders.None
17077344110000NoneNoneELIGIBILITYConditional tenders will not be accepted.None
17077344170000NoneNoneELIGIBILITYFinancial Year will be reckoned as the period between first day of April and Thirty first day of March of succeeding year (both days inclusive).None
17077344240000NoneNoneELIGIBILITYThe Employer reserves the right to reject any or all Tenders without assigning any reason.None
17077344280000NoneNoneELIGIBILITYThe tenderer should maintain the Road/Building during the defective liability period of one year from the date of completion of the work.None
17077344320000NoneNoneELIGIBILITYTenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 (KW-1,2,3 &4 ) Qualification of the Tenderer in Section 2: Instructions to Tenderers (ITT), will only be considered for evaluation.None
17077344360000NoneNoneELIGIBILITYThe tenderer shall scan & upload all the original documents required for this bid to the e-procurement portal. The Original Documents shall be produced at the time of opening of Bid for physical verification.None
17077344410000NoneNoneELIGIBILITYThe Bidder shall ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date of bid submission.None
17077344450000NoneNoneELIGIBILITYThe contractor should make arrangement for establish mobile quality control lab unit at site itself for conducting quality tests as per requirement at the cost of the contractorNone
17077344490000NoneNoneELIGIBILITYThe contractor should submit quality control reports, material test reports and photos along with the bill otherwise bills will not be accepted.None
17077344650000NoneNoneELIGIBILITYThe work will be inspected by the Third party and the bill will be admitted only after the satisfactory quality report from 3rd party.None
17077344830000NoneNoneELIGIBILITYThe contractor should follow items and conditions as specified in standard bid document KW-1-4None
17077344910000NoneNoneELIGIBILITYSuccessful bidder submitting bids below the amount put to tender will required to submit the difference amount in the form of FDR/DD Pledge (excluding Bank Guarantee) on the name of EE PRED BELLARY 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
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneMinimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)NoneNone
NoneNoneNoneNoneLiquid Assets and or availability of credit facilities of no less than Rs. 21.00 Lakhs Credit Lines/letter of credit/ certificates from the banks for meeting the fund requirement etcCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneWork done certificate for satisfactorily completed as prime contractor, for at least ant construction work value not less than Rs 17.28 Lakhs from competent authorities not below the rank of Executive Engineer or equivalent list of such works in FORMAT-2Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneCertificate issued by the competent authority not below the rank of Executive Engineer for having executed in any one year,for a continuous period of 12 months the following minimum quantities of work To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2018-19,2019-20. 2020-21, 2021-22 & 2022-23 executed in any one year, the following minimum quantities of work1.Earth Work 626.00 Cum 2.RCC/PCC 533.00 CUM 3.Subgrade/Earthenshoulders/Embankment 301.00 Cum 4.WBM/WMM 87.00 Cum 5. TMT STEEL 5.18 MT 6.GSB-104.00 CumCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in the prescribed format and certificate from the competent authority.
NoneNoneNoneNoneCopy of Registration for having registered in PWDCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneTenderers who meet the above specified minimum qualifying criteria will only be qualified if their available tender capacity is more than the total tender value The available tender capacity will be calculated as under Assessed available tender capacity AXNX 5-B whereA is Maximum value of civil engineering works executed in any one year during the last five yearsupdated to price level taking into account the completed as well as works in progressN is Number of years prescribed for completion of the works for which Tenders are invitedB is Value at price level of existing commitments and on-going works to be completed during the next years period of completion of the works for which Tenders are invitedFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in his name should have in the last five years i.e.,2018-19,2019-20. 2020-21, 2021-22 & 2022-23 achieved in at least one financial year a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 69.12 Lakhs (usually not less than the estimated annual payments under this contract).Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNonePrincipal Place of BusinessOthersPrincipal Place of Business
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Declaration by the Bidder on the Letter Head
NoneNoneNoneNoneName, address, and telephone, telex, and fax numbers of the tenderers bankers who may provide references if contacted by the employer.OthersAddress
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information
NoneNoneNoneNoneThe information on litigation in which the Tenderer is involved are to be furnished.OthersLitigation
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in Format-11
NoneNoneNoneNoneThe information of the works for which tenderer has already submitted tender are to be furnished.OthersTendered works
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in Format-10
NoneNoneNoneNoneThe works for which tender acceptance letters are received are to be furnishedOthersTendered works
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in Format-7
NoneNoneNoneNoneExisting commitments and ongoing works which are yet to be completedOthersNEW WORKS
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in Format-6 and Letter of Acceptance
NoneNoneNoneNoneInformation on Existing commitments and on going works which are yet to be completedOthersCommitted Works
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in Format-5
NoneNoneNoneNoneA site engineer having B.E Civil with minimum experience of 5 years in construction or Diploma in Civil Engineering with minimum experience of 8 years in construction.OthersTechnical status
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in the prescribed format supported by Degree/Diploma certificates & experience certificate
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Valid PWD Registration certificateTrueTechnical Bid
To qualify for award of this contract each Tenderer in his name should have in the last five years i.e.,2018-19,2019-20. 2020-21, 2021-22 & 2022-23 achieved in at least one financial year a minimum financial turnover in all classes of civil engineering construction works only of Rs. 69.12 Lakhs usually not less than the estimated annual payments under this contractTrueTechnical Bid
To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2018-19,2019-20. 2020-21, 2021-22 & 2022-23 executed in any one year, the following minimum quantities of work1.Earth Work 626.00 Cum 2.RCC/PCC 533.00 CUM 3.Subgrade/Earthenshoulders/Embankment 301.00 Cum 4.WBM/WMM 87.00 Cum 5. TMT STEEL 5.18 MT 6.GSB-104.00 CumTrueTechnical Bid
Work done certificate for satisfactorily completed as prime contractor, for at least ant construction work value not less than Rs 17.28 Lakhs from competent authorities not below the rank of Executive Engineer or equivalent list of such works in FORMAT-2TrueTechnical Bid
Liquid Assets and or availability of credit facilities of no less than Rs. 21.00 Lakhs Credit Lines/letter of credit/ certificates from the banks for meeting the fund requirement etcTrueTechnical Bid
A site engineer having B.E Civil with minimum experience of 5 years in construction or Diploma in Civil Engineering with minimum experience of 8 years in construction.TrueTechnical Bid
Tenderers who meet the above specified minimum qualifying criteria will only be qualified if their available tender capacity is more than the total tender value The available tender capacity will be calculated as under Assessed available tender capacity AXNX 5-BTrueTechnical Bid
Information on Existing commitments and on going works which are yet to be completedTrueTechnical Bid
Existing commitments and ongoing works which are yet to be completedTrueTechnical Bid
The works for which tender acceptance letters are received are to be furnishedTrueTechnical Bid
The information of the works for which tenderer has already submitted tender are to be furnished.TrueTechnical Bid
The information on litigation in which the Tenderer is involved are to be furnished.TrueTechnical Bid
Name, address, and telephone, telex, and fax numbers of the tenderers bankers who may provide references if contacted by the employer.TrueTechnical Bid
Caste certificate and the domicile certificate in the prescribed format Format-D for tenderers claiming reservation for work reserved for SCTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone