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evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee2230.00
emd200000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose21-06-2024 16:00:00
tenderQueryClose12-06-2024 17:30:00
technicalBidOpen24-06-2024 16:30:00
publishedDate10-06-2024 13:17:00
publishedByPostPWD_EE_DIV_BGK
publishedByUserKPE12353 - RAJASHEKHAR S KADIWAL
bidValidityPeriod90
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preBidMeetingDate02-05-2024 17:30:00
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contactPersonTechnical Assistant
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emdBankGuarantee100000.00
emdCash100000.00
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highestBidderSelectionFalse
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tenderNumberPWD/2023-24/BR/WORK_INDENT9120
titleConstruction Of Box Culvert At Ch 1.500 And Improvements To Road Of Galagali To Gani MDR In Bilagi Taluka Bagalkot Distric under 5054 MDR Improvements App-E for the year 2023-24.
descriptionConstruction Of Box Culvert At Ch 1.500 And Improvements To Road Of Galagali To Gani MDR In Bilagi Taluka Bagalkot Distric under 5054 MDR Improvements App-E for the year 2023-24.
categoryWORKS
categoryTextWorks
ecv8894390.15
deptNamePublic Works Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location1688
locationNamePWD Division Office Bagalkote
provisionalAmount11000000.0
groupOverheadTotalNone
fileNumberNO/AEE/PWD/BLG/5054MDR/APP-E/8/2023-24
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17105070700000NoneNoneBridges/CulvertsConstruction Of Box Culvert At Ch 1.500 And Improvements To Road Of Galagali To Gani MDR In Bilagi Taluka Bagalkot Distric under 5054 MDR Improvements App-E for the year 2023-24.7553069.35
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3096982106491NoneVol-3 pg no 10 i.no 2.8 (ii)aDismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. In Cement Concrete Grade M-15 & M-20Cum754.95754.9557.0FalseNoneNoneFalseNoneFalse43032.150
3096983106491NoneVol-1 pg no 8 i.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 outshoring 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 mCum116.84116.84495.85FalseNoneNoneFalseNoneFalse57935.1140
3096984106491NoneVol-3 pg no 117 i.no 12.3 ABack filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A . Granular materialCum1226.41226.4169.74FalseNoneNoneFalseNoneFalse208169.1360
3096985106491NoneVol-1 pg no 15 i.no 2.1.1Providing 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 technicalspecifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregatesCum6114.446114.44100.98FalseNoneNoneFalseNoneFalse617436.15120
3096986106491NoneVol-1 pg no 15 i.no 2.2.1Providing and laying in position Reinforced cement concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the 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 aggregatesCum7201.477201.4731.34FalseNoneNoneFalseNoneFalse225694.06980
3096987106491NoneVol-1 pg no 111 i.no 1bCENTERING 5% OF CONCRETE QTY for curtain wall, sub structure and super structureCum360.07360.0731.34FalseNoneNoneFalseNoneFalse11284.59380
3096988106491NoneVol-1 pg no 15 i.no 2.2.3Providing and laying in position Reinforced cement concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum7257.67257.6124.82FalseNoneNoneFalseNoneFalse905893.6320
3096989106491NoneVol-1 pg no 111 i.no 1bCENTERING 5% OF CONCRETE QTY for curtain wall, sub structure and super structureCum362.88362.88124.82FalseNoneNoneFalseNoneFalse45294.68160
3096990106491NoneVol-1 pg no 18 i.no 2.11 BSupplying, 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. Foundations of Bridgest90516.390516.34.4FalseNoneNoneFalseNoneFalse398271.720
3096991106491NoneVol-1 pg no 18 i.no 2.11 CSupplying, 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. c. Sub structure of Bridgest86433.086433.016.04FalseNoneNoneFalseNoneFalse1386385.320
3096992106491NoneVol-1 pg no 16 i.no 2.4.3Providing 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 17 Item No. Description of Item Unit Rate Rs. appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum7257.67257.6175.1FalseNoneNoneFalseNoneFalse1270805.760
3096993106491NoneVol-1 pg no 112i.no 1Form work at 5% of Concret Qunatity for SubstructureCum362.88362.88175.1FalseNoneNoneFalseNoneFalse63540.2880
3096994106491NoneVol-1 pg no 16 i.no 2.5.2Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggre gates as per relevant IS Codesmachine mixed with super plasticisers laid in layer swell compacted using needle vibrators. The cost includes all lead & lifts, cost of all mate rials, quality confirming to threquirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurt enanc es required to complete the work as per technical specifications. (Thecost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum7838.357838.3537.25FalseNoneNoneFalseNoneFalse291978.53750
3096995106491NoneVol-1 pg no 112 i.no 1Form work at 20% of Concret Qunatity for SubstructureCum1567.671567.6737.25FalseNoneNoneFalseNoneFalse58395.70750
3096996106491NoneVol-1 pg no 18 i.no 2.11 dSupplying, 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. d. Super structure of Bridges.t90990.990990.92.65FalseNoneNoneFalseNoneFalse241125.8850
3096997106491NoneVol-3 pg no 129 i.no 14.4 AProviding and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. A. Stone/BoulderCum2007.62007.6112.12FalseNoneNoneFalseNoneFalse225092.1120
3096998106491NoneVol-3 pg no 117i.no 12.4Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.Cum2810.852810.85173.64FalseNoneNoneFalseNoneFalse488075.9940
3096999106491NoneVol-3 pg no 117 i.no 12.2Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specificationsm250.95250.9571.78FalseNoneNoneFalseNoneFalse18013.1910
3097000106491NoneVol-3 pg no 121 i.no 13.7Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specificationNo3434.553434.5512.0FalseNoneNoneFalseNoneFalse41214.60
3097001106491NoneVol-3 pg no 121 i.no 13.8PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specificationCum7801.697801.699.45FalseNoneNoneFalseNoneFalse73725.97050
3097002106491NoneVol-3 pg no 122 i.no 13.9Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant)Cum13556.4513556.4518.9FalseNoneNoneFalseNoneFalse256216.9050
3097003106491NoneVol-3 pg no 123i.no 13.13 AProvision of an Reinforced cement concrete crash barrier at the bridge deck &approaches to bridge structure, constructed with Rein forced cement concrete with TMT rein for cement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specifiedCrash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length)Cum4774.254774.2548.9FalseNoneNoneFalseNoneFalse233460.8250
3097004106491NoneVol-3 pg no 121 i.no 13.2 AProviding and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant)Cum16003.1516003.155.03FalseNoneNoneFalseNoneFalse80495.84450
3097005106491NoneVol-3 pg no 65 i.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:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area 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 drawingSqm10187.110187.13.6FalseNoneNoneFalseNoneFalse36673.560
3097006106491NoneVol-3 pg no 123 i.no 13.15(ii)Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.m143.85143.8542.8FalseNoneNoneFalseNoneFalse6156.780
3097007106491NoneVol-3 pg no 117 i.no 12.4Providing and laying of Filter media with granular materials/stone crushed aggre gates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifica tions to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical SpecificationCum2810.852810.8550.45FalseNoneNoneFalseNoneFalse141807.38250
3097008106491NoneVol-1 pg no 11 i.no 1.23Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications.Cum2816.12816.145.06FalseNoneNoneFalseNoneFalse126893.4660
17105070700000NoneNoneBridges/CulvertsConstruction Of Approach Roads1341320.8
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3097009106492NoneVol-3 pg no 9 i.no 2.5 (ii) aClearing 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.100 Sqm412.65412.654.64FalseNoneNoneFalseNoneFalse1914.6960
3097010106492NoneVol-1 pg no 8 i.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 mCum107.1107.11672.64FalseNoneNoneFalseNoneFalse179139.7440
3097011106492NoneVol-1 pg no71.8Construction 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.Cum497.7497.71672.64FalseNoneNoneFalseNoneFalse832472.9280
3097012106492NoneVol-3 pg no 17 i.no3.6Construction of sub-grade and earthen Soulders 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. 300-2Cum517.65517.6582.08FalseNoneNoneFalseNoneFalse42488.7120
3097013106492NoneVol-3 pg no23 4.2 (V)By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V MateriaCum2476.952476.9534.02FalseNoneNoneFalseNoneFalse84265.8390
3097014106492NoneVol-3 pg no 26 i.no4.17Wet 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.Cum2686.952686.9531.5FalseNoneNoneFalseNoneFalse84638.9250
3097015106492NoneVol-3 pg no 31 i.no 5.1Prime Coat over WMM/WBM 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 0.70kg/m2 using mechanical means.Sqm43.0543.05126.0FalseNoneNoneFalseNoneFalse5424.30
3097016106492NoneVol-3pg n33 i.no5.8(C)Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% 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 compactionCum8044.058044.056.3FalseNoneNoneFalseNoneFalse50677.5150
3097017106492NoneV-3 pg n 43 I.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/m2on the prepared bituminous surface cleaned with mechanical broomSqm12.612.6126.0FalseNoneNoneFalseNoneFalse1587.60
3097018106492NoneV-3 pg n 43 I.no 5.31Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushed aggregates of ecified 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.Cum10659.610659.63.15FalseNoneNoneFalseNoneFalse33577.740
3097019106492NoneV-3 pg no 67 I.no-8.18Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintingEach785.4785.432.0FalseNoneNoneFalseNoneFalse25132.80
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17105070710000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17105070710000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17105070710000NoneNoneELIGIBILITYBidders 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
17105860840000NoneNoneELIGIBILITYIt 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
17105861770000NoneNoneELIGIBILITYThe 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
17105862860000NoneNoneELIGIBILITYBidder 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
17105863170000NoneNoneELIGIBILITYAs 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 fundNone
17105863310000NoneNoneELIGIBILITYThe Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government OrdersNone
17105863500000NoneNoneELIGIBILITYConditional tenders will not be acceptedNone
17105863650000NoneNoneELIGIBILITYThe 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 verificationNone
17105863760000NoneNoneELIGIBILITYThe tenderer shall note that the scanned Documents can also be uploaded in the tasks created under -Document/Evidence Required from the BidderNone
17105864130000NoneNoneELIGIBILITYAny discrepancies observed in the documents uploaded by the tenderer the tender shall liable to rejectedNone
17105864280000NoneNoneELIGIBILITYAll the Formats prescribed in the bid documents shall be filled in complete manner. ( section 3 & 4 of the bid document ) and shall be uploaded properly, signed by Tenderer . Necessary Certificates shall be uploaded along with the formats wherever required. General documents Section can be used for this purpose.None
17105864450000NoneNoneELIGIBILITYEarnest Money Deposit will have to be in any one of the forms as per the instructions in the financial bid document and shall have to be valid for 45 days beyond the validity of the tender.None
17105864590000NoneNoneELIGIBILITYTenderers are requested to read the Bid Documents before submission of their bid.None
17105864730000NoneNoneELIGIBILITYThe Tenderer should submit proposed methodology and program of construction, backed with equipment and materials duly supported with broad calculations and quality management, plan, proposed to be adopted, justifying of execution and completion of the work as per technical specifications within the stipulated period of completion.None
17105864970000NoneNoneELIGIBILITYDepartment will not supply any materials.None
17105865350000NoneNoneELIGIBILITYThe cost of the Tender form shall not be refundable.None
17105865480000NoneNoneELIGIBILITYThe employer is not responsible for any delay in accessing E-Procurement Portal.None
17105865630000NoneNoneELIGIBILITYThe Employer reserves the right to Reject any or all Tenders without assigning any reasonNone
17105865770000NoneNoneELIGIBILITYFurther particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, PWD Dept Division Bagalkote during office hours on all working days. It may be noted that if any of the dates mentioned above happened next working day will holds good in lieu of the dates mentioned.None
17105865900000NoneNoneELIGIBILITYThe contractor should employ only registered labours as per Govt. Circular No. PWD/198/BMS/2009/ Dated: 24-06-2009. As per EPF & MP act 1952 inrespect of of the employees angaged by or through contractors, agencies and contractors shall have provident fund code no. & all the contract employees deployed by them are enrolled as members of provident fund.None
17105866200000NoneNoneELIGIBILITYAfter Completion of work the DLP period is 12 months (Applicable to all the items executed in main work).None
17105866360000NoneNoneELIGIBILITYContractors should be Registered in KPWD and copy should be uploaded in E-portal Attested by the Gazzeted officers not below the rank of Executive Engineer.None
17105866500000NoneNoneELIGIBILITYContractor should prepare Quality Assurance Plan and get approved from Quality Assurance Executive Engineer before starting the work.None
17105866640000NoneNoneELIGIBILITYContractor should establish Field Laboratory for testing of Materials.None
17105867040000NoneNoneELIGIBILITYThe Tenderer shall scan the Original Ownership Documents/ Lease/ Hire committement Agreement for the Machinery, Bank Guarantee and attach the scanned file to the Bid. The Original Documents shall be produced at the time of opening of technical Bids for physical verificationNone
17105867180000NoneNoneELIGIBILITYThe item rates are excluding GST but inclusive of all other charges.None
17105867300000NoneNoneELIGIBILITYGST shall be paid to the tendered amount separately.None
17105867720000NoneNoneELIGIBILITYThe Increase in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delays as determined by the authority while granting the extension of time.None
17105867910001NoneNoneELIGIBILITYPeriod for completion of work is6 months.None
17105868670000NoneNoneELIGIBILITYThe tenderer shall furnish ,as part of his tender,EMD in the amount as shown in column 4 of the table of IFT for this particular work.The E.M.D. Rs.200000.00 shall be paid in full through E-payment or in two parts part(1)Rs.1,00,000/- BY E-PAYMENT. Part (2) balance EMD of Rs. 100000.00 EMD shall be in favour of Executive Engineer, PWD Bagalkote Division Bagalkote. And should be in the form of Bank Guarantee in the Prescribed format obtained from any Nationalised / Scheduled Bank. The Part(2) of the EMD shall be delivered to the Executive Engineer before the prescribed date and time of opening of the Technical Bids. Earnest Money Deposit/ Bid security.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneSatisfactorily completed (at least 90% of the contract value), as prime contractor, at least one similar work of value not less than Rs.44.47 Lakhs, in previous five years.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneTo 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 (c) executed in any one year, the following minimum quantities of work1 Earthwork-3274.36 cum 2.PCC/ RCC-437.39 Cum 3.TMT Steel-18.47TPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneEach tenderer should demonstrate availability of few key equipments/machinery for execution of the work.However as per Govt circular No.GO FD/AE 263/EXP12-2022 dt 11-05-2022,this clause for owning key equipments for works costing upto Rs.3.00 crores is exempted. However it is obligatory for the contractor to use the following machineries for various activities involved in construction as per MORTH specification 1) Hot Mix Plant 40/60 TPH or Mini mix plant2) Road Roller3) Vehicle mounted Mechanical Asphalt Sparyer4) Water Tanker5) Excavator like JCB/HitachiCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Hire Commitment Agrement Ownership Documents Lease Commitment Aggrement Information in format 8
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 (AxNx2.5-B)Where A is Maximum value of civil engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress.N -Number of years prescribed for completion of the works for which tenders are invited-0.5 Year.B-Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next 0.5 year (Period of completion of the works for which tenders are invited)Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Calculation sheet on letter head
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in its name should have in the last five years 2018 -19, 2019 -20 2020 -21 2021-22 and 2022-23 achieved in at least two financial years a minimum financial turnover in all classes of civil engineering construction works only of Rs.177.89 Lakhs and to UPLOAD ORIGINAL CA TURNOVER CERTIFICATE WITH UDIN NOFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneLiquid Assets and or availability of credit facilities of no less than Rs.44.47 Lakhs (Credit Lines or letter of credit or certificates from the banks for meeting the fund requirement etc.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneLatest Income Tax Clearance CertificateFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Scanned Copy of ITC Certificate
NoneNoneNoneNoneValue at 2023-24 price level, of existing commitments and on-going works to be executed during the next 12 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24), (Monthwise commitment shall be furnished).Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Statement on the Letter head of the tenderer
NoneNoneNoneNoneValue at 2023-24 price level, of existing commitments and on-going works to be executed during the next 12 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24), (Monthwise commitment shall be furnished).Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Statement on the Letter head of the tenderer
NoneNoneNoneNoneMaximum of Civil Engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress. (Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information on the Letter Head of the tenderer
NoneNoneNoneNoneReport on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five yearsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Auditors Report
NoneNoneNoneNoneThe EMD of Rs200000.00 shall be paid in full through e payment or in two parts i.e. part (1) Rs, 100000.00 e payment Part (2) Rs.100000.00 EMD shall be in the form Bank Guarantee in the prescribed format obtained from any Nationalised / Scheduled Bank in favour of Executive Engineer, PWD Division, Bagalkote payable at BagalkoteOthersOthers
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Epayment Challan and Part-II Scanned copy of EMD
NoneNoneNoneNoneConstitutional or Legal Status of the TendererOthersOthers
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditor reports for the last five yearsOthersOthers
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Principal Place of Business
NoneNoneNoneNoneInformation on works which are yet to be completed.OthersOthers
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in Format 5 and Certificates in Format 3
NoneNoneNoneNoneInformation of the works for which Tenderer has submitted TenderOthersOthers
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- information in Format 7
NoneNoneNoneNoneInformation on litigation in which the Tenderer is involvedOthersOthers
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in Format 10
NoneNoneNoneNoneName, Address, telephone No., Fax No., and email ID of the Tenderers Bankers.OthersOthers
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information on the Letter Head of the tenderer
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover Certificate /upload original copy of CA Turnover certificate with UDIN number/ from 2018-19 to 2022-23TrueTechnical Bid
Contractors KPWD Civil Registration CertificateTrueTechnical Bid
Workdone certificate similar nature of 50 percent of of APTTrueTechnical Bid
Line of credit in prescribed formatTrueTechnical Bid
Certifcate for road inspected by the bidderTrueTechnical Bid
Ongoing work detailsTrueTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
Bridges/CulvertsNoneNoneNoneNoneBox Culvert At Ch 1.500NoneNoneNoneNoneNoneNone
Bridges/CulvertsNoneNoneNoneNoneApproach RoadsNoneNoneNoneNoneNoneNone
tenderAddress
createdTs1714648054000
version0
createdDateNone
modifiedDateNone
blockNumberExecutive Engineer PWD Division
streetNone
cityBagalkote
stateKarnataka
pin587103
tenderRecallDTONone