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tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee5000.00
emd505000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose27-02-2024 16:00:00
tenderQueryClose20-02-2024 16:00:00
technicalBidOpen28-02-2024 17:00:00
publishedDate17-02-2024 12:32:06
publishedByPostCNNL_EE_DIV_HC_YED
publishedByUserKPE15752 - S T SREENIVASA
bidValidityPeriod90
noOfCalls1
preBidMeetingDate21-02-2024 12:30:00
preBidMeetingYnTrue
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denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonSrinivas S T
splitEmdRequiredYnFalse
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emdCashNone
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multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
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sampleSubmissionDateNone
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mobileNumber9739520995
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createdTs1708083569199
version5
createdDateNone
modifiedDateNone
tenderNumberCNNL/2023-24/RD/WORK_INDENT808
titleImproovements to road from Doddauppala village to Thoremallanayakanalli village 3.30km and construction of CC road and Drain in Thoremallanayakanahalli village limit in Nagamangala taluk.
descriptionIMPROVEMENTS TO ROAD
categoryWORKS
categoryTextWorks
ecv33693851.10
deptNameCauvery Neeravari Nigam Limited
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location5722
locationNameCNNL HC Div Yediyur
provisionalAmount40000000.0
groupOverheadTotal0.0
fileNumberAEE/NO11/YEDIYUR/NAGAMANGALAROAD2/2023-24
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17080835690001NoneNoneRoadsImproovements to road from Doddauppala village to Thoremallanayakanalli village 3.30km and Thoremallanayakanahalli village limit in Nagamangala taluk.33693851.1
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
265011782664NoneUni SR-2023-24, v 3, pn 9, Sl No 2.4 (ii) BClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer By Mechanical Means using Dozer.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.100 Sqm508.2508.266.0FalseNoneNoneFalseNoneFalse33541.20
265011882664NoneUni SR-2023-24, v 3, pn 17, Sl No 3.7Loosening, 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. 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.Cum110.25110.253214.13FalseNoneNoneFalseNoneFalse354357.83250
265011982664NoneUni SR-2023-24, v 1, pn 08, Item No 1.14.1Earth 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 3.0 m 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.Cum107.1107.12773.5FalseNoneNoneFalseNoneFalse297041.850
265012082664NoneUni SR-2023-24, v 1, pn 7, Item No 1.7Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3)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.Cum124.95124.95668.25FalseNoneNoneFalseNoneFalse83497.83750
265012182664NoneUni SR-2023-24, v 1, pn 7, Item No 1.8Construction 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. 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.Cum497.7497.72435.88FalseNoneNoneFalseNoneFalse1212337.4760
265012282664NoneUni SR-2023-24, v 3, pn 23, Item No 4.1 A(v)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 For Grading -V Material.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.Cum2611.352611.351642.5FalseNoneNoneFalseNoneFalse4289142.3750
265012382664NoneUni SR-2023-24, v 3, pn 26, Item No 4.17Providing, 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. 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.Cum2686.952686.952309.63FalseNoneNoneFalseNoneFalse6205860.32850
265012482664NoneUni SR-2023-24, v 3, pn 31, Item No 5.1 A(i)Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.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.Sqm43.0543.058250.0FalseNoneNoneFalseNoneFalse355162.50
265012582664NoneUni SR-2023-24, v 3, pn 43, Item No.5.32Tack coat on Bituminous surface.Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. 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.Sqm12.612.68250.0FalseNoneNoneFalseNoneFalse103950.00
265012682664NoneUni SR-2023-24, v 3, pn 32, Sl No 5.6 (i) CProviding and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.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.Cum7835.17835.1412.5FalseNoneNoneFalseNoneFalse3231978.750
265012782664NoneUni SR-2023-24, v 3, pn 43, Item No.43Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. 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.Cum10659.610659.6206.25FalseNoneNoneFalseNoneFalse2198542.50
265012882664NoneUni SR-2023-24, v 3, pn 17, Sl No 3.6Construction 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 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.Cum517.65517.651818.75FalseNoneNoneFalseNoneFalse941475.93750
265012982664NoneUni SR-2023-24, v 3, pn 65, Sl No 8.8Direction and Place Identification Signs with size more than 0.9 m2 size Board.Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2022 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 60 cm, 60 cm below ground level as per approved drawing, 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.Each10187.110187.15.0FalseNoneNoneFalseNoneFalse50935.50
265013082664NoneUni SR-2023-24, v 3, pn 67, Sl No 8.15Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.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.Sqm556.5556.5600.0FalseNoneNoneFalseNoneFalse333900.00
265013182664NoneUni SR-2023-24, v 3, pn 80, Sl No 8.58(b)Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications.450 mm dia, 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.m1415.41415.438.0FalseNoneNoneFalseNoneFalse53785.20
265013282664NoneUni SR-2023-24, v 3, pn 80, Sl No 8.60.1(ii)Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) Gr II and Semi Dense Bituminous Macadam (SDBC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022.Intermediate lane with formation width of 7.50 m. 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.No43564.543564.53.0FalseNoneNoneFalseNoneFalse130693.50
265013382664NoneUni SR-2023-24, v 3, pn 74, Sl No 8.43Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. 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.Nos383.25383.25720.0FalseNoneNoneFalseNoneFalse275940.00
265013482664NoneUni SR-2023-24, v 3, pn 149, Item No 16.28 )Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.Cum7091.77091.7989.63FalseNoneNoneFalseNoneFalse7018159.0710
265013582664NoneUni SR-2023-24, v 1, pn 15, Item No 2.1.3Providing 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.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates, 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.Cum6288.456288.45154.14FalseNoneNoneFalseNoneFalse969301.6830
265013682664NoneUni SR-2023-24, v 1, pn 111 )Addition for formwork, centring and scaffolding for levelling course.(PCC concrete-Item No.19) 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.Cum188.65188.65154.14FalseNoneNoneFalseNoneFalse29078.5110
265013782664NoneUni SR-2023-24, v 1, pn 16, Item No 2.4.2 )Providing 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. For Drain raft. 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.Cum6639.156639.1592.95FalseNoneNoneFalseNoneFalse617108.99250
265013882664NoneUni SR-2023-24, v 1, pn 111 )Addition for formwork, centring and scaffolding for levelling course.(PCC concrete-Item No.21) 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.Cum331.95331.9592.95FalseNoneNoneFalseNoneFalse30854.75250
265013982664NoneUni SR-2023-24, v 1, pn 16, Item No 2.4.2 )Providing 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. For Drain wall, 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.Cum6639.156639.15254.18FalseNoneNoneFalseNoneFalse1687539.1470
265014082664NoneUni SR-2023-24, v 1, pn 111 )Addition for formwork, centring and scaffolding for levelling course.(PCC concrete-Item No.23) 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.Cum2323.72323.7254.18FalseNoneNoneFalseNoneFalse590638.0660
265014182664NoneUni SR-2023-24, v 1, pn 16, Item No 2.4.2Providing 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For road crossing raft. 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.Cum6652.86652.87.8FalseNoneNoneFalseNoneFalse51891.840
265014282664NoneUni SR-2023-24, v 1, pn 111 )Addition for formwork, centring and scaffolding ((M25 concrete-Item No.26) 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. For drain wallCum332.64332.647.8FalseNoneNoneFalseNoneFalse2594.5920
265014382664NoneUni SR-2023-24, v 1, pn 16, Item No 2.4.3Providing 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For road crossing wall, 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.Cum6652.86652.854.0FalseNoneNoneFalseNoneFalse359251.20
265014482664NoneUni SR-2023-24, v 1, pn 111 )Addition for formwork, centring and scaffolding ((M25 concrete-Item No.27) 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.Cum2328.482328.4854.0FalseNoneNoneFalseNoneFalse125737.920
265014582664NoneUni SR-2023-24, v 1, pn 16, Item No 2.4.2 )Providing 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. For Culverts , 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.Cum6639.156639.1537.13FalseNoneNoneFalseNoneFalse246511.63950
265014682664NoneUni SR-2023-24, v 1, pn 111 )Addition for formwork, centring and scaffolding ((M20 concrete-Item No.30) 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. For culvertCum531.13531.1337.13FalseNoneNoneFalseNoneFalse19720.85690
265014782664NoneUni SR-2023-24, v 1, pn 18, Item No 2.11(h)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. 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.Tonne82961.5582961.5520.35FalseNoneNoneFalseNoneFalse1688267.54250
265014882664NoneUni SR-2023-24, v 3, pn 146, Item No 16.15 c )Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750 mm dia, 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.m3501.753501.7530.0FalseNoneNoneFalseNoneFalse105052.50
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17080835710001NoneNoneELIGIBILITYThe tenders should be submitted in two covers through on line.a)COVER I(Technical Bid) shall contain the following documents.b)A copy of certificate of registration issued by KPWDNone
17080835710001NoneNoneELIGIBILITYThe Intending bidders / tenderers are advised to visit the site of work and also access the tender documents well in advanceNone
17080835710001NoneNoneELIGIBILITYConditional tenders will not be accepted.None
17080836460000NoneNoneELIGIBILITYThe 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 costsNone
17080836530000NoneNoneELIGIBILITYThe TENDER PROCEESING FEE will not be refunded.None
17080836580000NoneNoneELIGIBILITYThe employer is not responsible for any delay in accessing Karnataka public Portal.None
17080836640000NoneNoneELIGIBILITYAll the formats prescribed in the bid document shall be filled by the bidders in a complete manner. Incomplete formats may constitute sufficient reason at the discretion of CNNL for rejection of the bid.None
17080836710000NoneNoneELIGIBILITYAll scanned documents to be uploaded shall be in original and the Executive Engineer will verify the original documents at any stage before recommending for approval. Bidders should produce their original documents for verification during office hours related to uploaded documents in Karnataka public procurement portal immediately after opening of technical BidNone
17080836790000NoneNoneELIGIBILITYFurther particulars, if any, required by the bidders can be had from the office of the Executive Engineer, H.C. Division, Yediyur during office hours on all working days. It may be noted that if any of the calendar of any event mentioned above happen to be General Holiday / Declared holiday, the next working day will hold good for the respective eventsNone
17080836910000NoneNoneELIGIBILITYThe intending bidders should note that, if any of the lands (either in part/parts or in whole) required for the work is not yet acquired by the Nigama, it shall be the responsibility of the successful bidder to take possession of such land by consent of the owners before commencement of work at no extra cost to the Nigam and no claims whatsoever relating to non-availability of land would be entertainedNone
17080837030000NoneNoneELIGIBILITYDefect liability period will be 03 years from the date of completion of entire workNone
17080837360000NoneNoneELIGIBILITYTenderers shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by the Government of KarnatakaNone
17080837410000NoneNoneELIGIBILITYThe Tenderer should furnish the Name of the individual / firm/ Company with address and telephone number with place of registration, year of incorporation etc.,None
17080837480000NoneNoneELIGIBILITYThe application made by the firm / company shall be signed by a person holding the power of attorney, in which case the Tenderer should furnish a copy of power of attorney signed by the board of directors in Karnataka Public portal along with their bid.None
17080837760000NoneNoneELIGIBILITYThe scanned signature of the bidders / authorized representatives of the bidders shall be attached while uploading the Bid documentNone
17080837810000NoneNoneELIGIBILITYNecessary certificates should be signed by an officer not below the rank of the Executive Engineer or equivalent competent authority and should be countersigned by the superior officer not below the rank of Superintending Engineer or equivalent competent authorityNone
17080837870000NoneNoneELIGIBILITYThe intending Bidder/firm/company should furnish list of man power available with him for taking up above workNone
17080838010000NoneNoneELIGIBILITYThe intending Bidder/firm/company shall provide accurate information on the related form about any litigation or Arbitration resulting from contracts completed or ongoing under its execution over the last five years. The consisting history of awards against the tenderer may result in failure of the applicationNone
17080838110000NoneNoneELIGIBILITYTenderer should furnish a copy of the Income Tax Return for the preceding five financial year (2018-19 to 2022-23)None
17080838180000NoneNoneELIGIBILITYThe intending Bidder/firm/company shall provide the audited balance sheets or other financial statements acceptable to the employer for the last five years (2018-19 to 2022-23) and must demonstrate the current soundness of the applicants financial position and indicate its prospective long term profitability. If deemed necessary the employer shall have the authority to make enquiries with the applicants bankers.None
17080838440000NoneNoneELIGIBILITYThe Tenderer should furnish a valid copy of GST Registration Certificate along with updated GST clearance copiesNone
17080838580000NoneNoneELIGIBILITYThe intending bidders are advised to visit the site of work before before submitting the tenders.None
17080838650000NoneNoneELIGIBILITYRoyalty Recovery from the contractors bill will be made as per Government Circular Dt:-03.07.2020 & further any Orders/Circulars issued by Government of Karnataka from time to time.None
17080838710000NoneNoneELIGIBILITYThe bidders should follow the instructions issued in the circular Dated:07/11/2023 of the Mines and Geology department regarding procurement of material from the licensed mines contractor. Any violation in this regard action will be taken as per the circularNone
17080838770000NoneNoneELIGIBILITYThe rates quoted by the contractor must be excluding GST. The contractor is also required to pay quarry Fees, Royalties, Dues levied by the state Government or any Local body or an authority and ground rent, if any, charged by the Executive Engineer for stacking materials. No Extra Payment on this account will be made to the contractor.None
17080840420000NoneNoneELIGIBILITYApplicable GST will be paid separately & GST will be deducted as per the prevailing Government Orders from time to time.None
17080840490000NoneNoneELIGIBILITYIncrease in GST shall not be paid in extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of timeNone
17080840580000NoneNoneELIGIBILITYMaterials required for the work shall be procured by the Contractor themselves and should get the same tested by the quality control authority of CNNL before use in this work. The work includes all lead and lift / de lift and work shall be carried out as per instruction of engineer-in-charge of the work. And all the specification as per Indian road congress and all relevant Indian codes. The rate for the specifications in the Schedule-B includes all lead and lift, irrespective of distance and height. No extra claim will be entertained for additional lead and lifts.None
17080840850000NoneNoneELIGIBILITYThe intending bidder/firm/Company is advised to inspect the site in detail before participating in the tenderNone
17080840930000NoneNoneELIGIBILITYPerformance security a)Within 20 days of receipt of the letter of acceptance, successful tenderer shall deliver to the employer a security deposit for an amount equivalent to 5.00 percent of the contract price & additional performance security for unbalanced tenders if quoted below in accordance with the clauses of the concerned tender document:b)Successful bidder should execute work agreement within 20 days from the date of issue of Letter of acceptance, failing which his tender will be cancelled and EMD will be forfeited.c) If the rate(s) quoted by Tenderer for any item(s) of work is/are above 125.00 percent of the estimated rates, then the amount over and above 125.00 percent will be withheld during the progress of work.(As per circular No.FD5Expenditure-12-2023 Dt:15.05.2023, the requisite Security Deposit can also be submitted in the form e-Bank Guarantee)None
17080841020000NoneNoneELIGIBILITYSecurity Deposit Will be released after the completion of the defect liability period.None
17080841080000NoneNoneELIGIBILITYBuilding and other construction workers welfare cess.The contractor shall subscribe 1.00percent of gross amount of each bill payable to him in respect of contract to the building and other construction workers welfare cess as per GO No.LD 300 LET 2006, Bangalore,dated.18-01-2007. The amount of subscription will be recovered out of payable amount to him in each bill. This component is deemed to have been included in the quoted rate/Item rate.None
17080841190000NoneNoneELIGIBILITYSuccessful Bidder should submit the PERT Chart at the time of Execution of Agreement & should adhere to the accepted programme submitted by him under any circumstances without linking to the pending payment of the work.None
17080841290000NoneNoneELIGIBILITYTendering by the joint venture will not be permittedNone
17080841380000NoneNoneELIGIBILITYSub leasing /sub contracting in any form is prohibited. Bids of bidders with track record of Sub leasing / subcontracting are liable for rejection.None
17080841490000NoneNoneELIGIBILITYThe intending bidders shall visit the site, identify the quarries, ascertain availability for the quantity and quality of the materials required for he work and shall quote his rates accordingly. No extra claim whatsoever will be entertained in this regardNone
17080841700000NoneNoneELIGIBILITYAll precautions should be taken by the contractor so that there are no damages to such public/private properties & to avoid any damage to the utilities during excavation as well as utility shifting.None
17080842110000NoneNoneELIGIBILITYContractor should follow strictly the prevailing rules of labour actNone
17080842170000NoneNoneELIGIBILITYContractor should adhere to HSE (Health Safety Environment) policy applicable for similar projectsNone
17080842220000NoneNoneELIGIBILITYContractor to that extent should submit HSE document defining all the procedure including the policies before execution of the projectNone
17080842470000NoneNoneELIGIBILITYContractor should take all precautions to ensure that no damage is caused to the existing structures which have been constructed by other agencies during project execution. If any damage is caused, it has to be rectified at his own risk and costNone
17080842570000NoneNoneELIGIBILITYThe intending bidders should inspect & get confirm regarding availability of materials and has to make own arrangements to get the construction materials. There is no extra claims will be entertained from Nigam.None
17080842650000NoneNoneELIGIBILITYUploading of NSIC Certificate or Other certificate for relaxation of EMD Payment is not accepted as per government Order Dated 26.03.2019None
17080842720000NoneNoneELIGIBILITYCNNL reserves the right of rejecting all or any of the tenders without assigning any reasonsNone
17080842800000NoneNoneELIGIBILITYTypo graphical errors if any will not be the ground for any claims by the contractor.None
17080842880000NoneNoneELIGIBILITYTenders shall remain valid for a period not less than ninety days after the deadline date for tender submission & earnest money deposit for the tender shall be valid for 45 days beyond the validity of the tenderNone
17080842990000NoneNoneELIGIBILITYThe undersigned reserves the right to either postpone or to cancel the entire process of tender.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneThe bidder / firm/ company should furnish details of liquid assets availability or availability of credit facilities of value Rs.168.50 Lakhs in the form of credit lines / letter of credit / certificate from any Nationalized Banks/ Scheduled banks for meeting the fund requirement etc, in the specified format mentioned in the bid document as per FD circular No:FD CMM/16/2022 (P-2) Dt:22.08.2022, mentioned in the bid document. Failing with which tender will be liable for rejectionFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- LOC
NoneNoneNoneNoneBID CAPACITY CALCULATION-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 equal to( A X N X 1.5 - B )Where A equal to Maximum value of works executed in any one year during the last five years taking into account the completed as well as works in progress(updated to ..2023-24.price level)N equal to Number of years prescribed for completion of the works for which tenders are invited. equal to 6 months B equal to Value,at 2023-24 price level, of existing commitments and on-going works to be completed during the next 6 months.(Period of completion of the works for which tenders are invited)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- bid capacity
NoneNoneNoneNoneTo qualify for award of this contract each Tenderer in its name should have in the last five years i.e.from 2018-19 , 2019-20, 2020-21, 2021-22 and 2022-23.The intending bidder should have(in the last five years i.e. from 2018-19 to 2022-23 preceding 5 years) achieved an average annual financial of usually not less than Rs.673.90 Lakhs(two times of the amount put to tender) in two financial years during the preceeding five years. Certificate should be issued by an officer not below the rank of Executive Engineer of the concerned division or an equivalent officer.(Additional weight age at 10% for each year will be given for turn over to bring it to 2023-24)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneBidder should be registered Civil Contractor of KPWD of Required ClassOthersKPWD Licence
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneEarnest money Deposit(EMD) can also be submitted As per circular No.FD5Expenditure-12/2023Dt:10.02.2023, in the form e-Bank GuaranteeOthersEMD
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- EMD
NoneNoneNoneNoneAudited balance sheets & Turnover certificate for the preceding 5 years (2018-19 to 2022-23) mentioning UDIN number should be uploadedOthersAudited balance sheet
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneIncome tax returns for the year 2018-19 to 2022-23& GST Registration certificate should be furnishedOthersIncome tax returns
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
NoneNoneNoneNoneThe intending bidder satisfactorily completed (at least 90% of the contract value), as a prime contractor, at least one similar type of work for values(Improvements/Construction of Asphalt Road/Concrete road with culverts& CC drain for Rs.168.50 Lakhs) mentioned below table (50% of the cost of work) during last five years 2018-19 to 2022-23/preceding 5 years. An additional weightage of 10% each year will be added to the cost of the work done to bring it to the 2023-24 price level.Certificate should be obtained from the officer not below the rank of Executive engineer and counter signed by the Superintending Engineer of the concerned Circle shall be furnished.Otherssimilar nature of work
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneThe intending bidder/firm/company should further demonstrate Availability by owning the following key and critical equipment for the work under Sl.no-3.The intending bidder/firm/company should furnish details of ownership of Machineries/Equipments etc., to an extent of more than 50% of the requirement and also should furnish copies of lease agreement of hiring of Machineries/Equipments etc., to be deployed for this work.a)Excavator Own 01 Hire/Own/Lease-01 No, Total-02 Nos, b)Water Tankers 8000 ltrs Own 02 No Hire/Own/Lease 02 No Total 04 Nos c)Vibratory Rollers Own 01 No Hire/Own/Lease 01 No Total 02 Nos, d) Tippers Own 02 No Hire/Own/Lease 02 No Total 4 Nos, , e)Transit concrete mixer own 01 Nos Hire/Own/Lease 01 Nos Total 02 Nos f) Mechanical asphalt paver finisher Own 00 No Hire/Own/Lease 01 No Total 1 Nos g) Hot mix plant of capacity40/60TPH Own 0 No Hire/Own/Lease 01 No Total 1 NosOthersMachineries
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Machineries
NoneNoneNoneNoneDetails of Technical personnel employed by the Tenderer who are suitable for both design and execution of work and number of technical personnel who will be deployed EXCLUSIVELY for these works with B.E. (civil)/equivalent graduate engineer with degree certificate should be uploaded.B.E (Civil) Engineering Graduate with minimum 3 years experience- 1 NoOthersTechnical personnel
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Technical personnel
NoneNoneNoneNoneExecuted minimum quantities during preceding five years, i.e from 2018-19 to 2022-23 ,the following minimum quantities of work. For which certificate should be obtained from the competent authority, (year wise quantities executed certificates in proforma mentioned in bid document should be scanned and enclosed).a)Earthwork(Excavation/Embankment/Casing/CNS) 6157.00Cum b)Concrete (RCC/PCC)1272.00 Cum c)WBM/GSB/WMM3162.00 Cum d) steel16.50 tonne e) BM/SDBC 495.00OthersMinimum quqntities executed
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Minimum quqntities executed
NoneNoneNoneNoneEven though the Tenderers meet the above criteria they are subjected to to be disqualified if they have a)Made misleading or false representation in the forms, statements and attachments submitted in proof of the qualification requirements and/or b) Record of poor performance such as abandoning the works, not properly completing the contract, inordinate delays in completion, litigation history or financial failure etc., and /or c) Participated in the previous tender for the same work and had quoted unreasonably hifh tender prices and could not furnish rational justification. d) If the contractor is involved in multiple projects, the value of ongoing works is subtracted from his bid capacity. Since his assets will be engaged with other work also. Not disclosing the ongoing works, contractor is involved in, amounts to misrepresentation of facts. Hence fraudulent practice under clause 113 of KPWD code.Othersfraudulant practices
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- fraudulant practices
NoneNoneNoneNonea.....Othersa.....
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- a.....
NoneNoneNoneNonea.....Othersa.....
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- a.....
NoneNoneNoneNonea.....Othersa.....
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- a.....
NoneNoneNoneNonea.....Othersa.....
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- a.....
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
KPWD License of required classTrueTechnical Bid
Audited balance sheets & Turnover certificate for the preceding 5 years 2018-19 to 2022-23TrueTechnical Bid
Income tax returns for the year 2018-19 to 2022-23 and GST Registration certificateTrueTechnical Bid
B.E.civil or equivalent graduate engineer with degree certificateTrueTechnical Bid
Work done certificates for similar nature of workTrueTechnical Bid
Work done certificates for critical quantitiesTrueTechnical Bid
Certificates to demonstrate owning/hiring of equipmentsTrueTechnical Bid
letter of credit in requisite formatTrueTechnical Bid
Bid capacity calculation and details of work on handsTrueTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
RoadsMandyaNagamangalaMandyaNAGAMANGALAThoremallanayakanahallyNoneNoneNoneNoneNoneNone
tenderAddress
createdTs1708149845000
version0
createdDateNone
modifiedDateNone
blockNumberChief Engineer office, Hemavathy canal zone, Tumkur
streetNone
cityTumkur
stateKarnataka
pin572102
tenderRecallDTONone