createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1707214796772
version6
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee4930.00
emd296000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose16-02-2024 17:15:00
tenderQueryClose15-02-2024 11:00:00
technicalBidOpen17-02-2024 17:30:00
publishedDate08-02-2024 12:12:11
publishedByPostMI_EE_DIV_HLY
publishedByUserKPE15389 - AVINASH ALUR
bidValidityPeriod90
noOfCalls1
preBidMeetingDate14-02-2024 11:00:00
preBidMeetingYnTrue
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonAVINASH ALUR
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08384220113
mobileNumberNone
tenderSupplierListNone
tenderSchedule
createdTs1707214796795
version5
createdDateNone
modifiedDateNone
tenderNumberMI/2023-24/BB/WORK_INDENT624
titleConstruction of Bridge cum Vented Dam in Ramnagar (near Tulajabhavani Temple) in Joida Taluka of Haliyal Constituency
descriptionConstruction of Bridge cum Vented Dam in Ramnagar (near Tulajabhavani Temple) in Joida Taluka of Haliyal Constituency
categoryWORKS
categoryTextWorks
ecv19709371.94
deptNameMinor Irrigation Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location124
locationNameMinor Irrigation Division Haliyal
provisionalAmount20000000.0
groupOverheadTotal3006514.36
fileNumberNo/MIGWDD/HLY/4702APB/2023-24/19
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17072147970000NoneNoneBridge cum BarragesIn Haliyal Constituency Construction of Bridge cum Vented Dam in Ramnagar (near Tulajabhavani Temple) of Joida Taluka Uttara Kannada District11173922.52
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
246434974534NoneSH01Clearing 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. complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Sqm1256.641256.6419.5FalseNoneNoneFalseNoneFalse24504.480
246435074534NoneSH02Earth work excavation for Foundation by mechanical means for all works & required depth as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a required radius and all lift including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. complete as per detailed specifications with all lead and lifts, loading & unloading charges and as directed by engineer in charge.Cum114.24114.241038.0FalseNoneNoneFalseNoneFalse118581.120
246435174534NoneSH03Excavation in hard rock of all toughness including boulders above 0.6 m dia. ( 0.113 m3 ) by approved controlled blasting methods for foundations of canal cross drainage and other appurtenant structures for control of vibrations and by making muffling arrangements for control of fly-rock and by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques to minimise damage to rock beyond excavation line and placing the excavated hard rock neatly in approved dump area as directed including cost of all materials, machinery, labour and all other ancillary operations complete. (Organisation specific) as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Cum1100.961100.96363.35FalseNoneNoneFalseNoneFalse400033.8160
246435274534NoneSH04Preparing foundation bed for cut-off trench filling in rock portion by removing all loose material by wedging / chiselling and disposing off the same as directed and all other ancillary operations complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Sqm49.2849.28232.04FalseNoneNoneFalseNoneFalse11434.93120
246435374534NoneSH05Providing and fixing 25 mm dia 2.75 m long ribbed steel anchor rods with one end split and driven fimly using steel wedge into 1.25 m deep 38 mm dia. hole drilled in bed rock and other end provided with L-bend for embedding in concrete / masonry for spillway and appurtenant works including cost of all materials, machinery, labour, steel wedge, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod and all other ancillary operations complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Each1426.881426.8846.0FalseNoneNoneFalseNoneFalse65636.480
246435474534NoneSH06Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery,labour,cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations. complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Cum6795.046795.0493.06FalseNoneNoneFalseNoneFalse632346.42240
246435574534NoneSH07Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges for required 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. The cost includes all lead & lifts, cost of all materials, 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 as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Cum7722.627722.62805.47FalseNoneNoneFalseNoneFalse6220338.73140
246435674534NoneSH08Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges for required 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. The cost includes all lead & lifts, cost of all materials, 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 as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Cum8430.588430.5836.29FalseNoneNoneFalseNoneFalse305945.74820
246435774534NoneSH09Steel Fabrication for sub structure of bridges. 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. complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.t97056.9697056.9617.5FalseNoneNoneFalseNoneFalse1698496.80
246435874534NoneSH10Providing, Supplying and fixing M.S gates of size 1.62m*1.2m with 6mm thick M.S. plate with and stiffners (2 Nos) horizontal bracing 6 Nos. of ISMC 75*40 including providing rubber guard of ISA 20*4 for providing rubber of approved Quality for bottom & two sides fixed to grove of M.S. gate of size 25 mm. 25mm with machine screw nuts and bolts of size 6mm dia & 35mm long and providing 16mm dia MS bar handles (4 Nos) suitably welded to horizontal bracing including two coats of anticorrosive bituminous paint over a cost of primer and all neassary works as directed complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Kg193.76193.761818.24FalseNoneNoneFalseNoneFalse352302.18240
246435974534NoneSH11Providing and fixing M.S Channel frame to suite the suitable size of gates. The side channels with suitable height with hold fasts 12mm dia and 0.5m long M.S. Bar at 0.50 m c/c with suitable size bottom channel including cost of all materials including two coats of anti corrosive paint over a coat of primer and all neassary works as directed complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Kg94.0894.08281.83FalseNoneNoneFalseNoneFalse26514.56640
246436074534NoneSH12Providing and constructing 75 mm dia PVC pipe weep holes for concrete/masonry walls including providing 200x200x200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1:4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour and all neassary works as directed complete as per specification. complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Rmtr377.44377.4495.5FalseNoneNoneFalseNoneFalse36045.520
246436174534NoneSH13Providing impervious filling adjacent to masonry/concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering all neassary works as directed complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Cum287.84287.84297.45FalseNoneNoneFalseNoneFalse85618.0080
246436274534NoneSH14Providing hearting/casing embankment using homogeneous approved soil from borrow areas in layers of 250 to 300 mm(before compaction) including cost of all materials, machinery, labour,all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges/sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations. complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Cum685.44685.44701.05FalseNoneNoneFalseNoneFalse480527.7120
246436374534NoneSH15Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over filter backing of 150 mm thick 40 mm down graded coarse aggregate layers including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing & all necessary works as directed and complete as per specification as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Sqm823.2823.2275.0FalseNoneNoneFalseNoneFalse226380.00
246436474534NoneSH16Providing and erecting a W metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5mm, 330 mm long complete as per clause 811Rmtr4076.84076.8120.0FalseNoneNoneFalseNoneFalse489216.00
17072147970000NoneNoneBridge cum BarragesConstruction of Check Dam Near Ramanagar5528935.06
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
246436574535NoneSH01Clearing 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. complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Sqm1256.641256.6414.0FalseNoneNoneFalseNoneFalse17592.960
246436674535NoneSH02Earth work excavation for Foundation by mechanical means for all works & required depth as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a required radius and all lift including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. complete as per detailed specifications with all lead and lifts, loading & unloading charges and as directed by engineer in charge.Cum114.24114.24395.15FalseNoneNoneFalseNoneFalse45141.9360
246436774535NoneSH03Earth work excavation for Foundation by mechanical means for all works & required depth 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 reuired radius and all lift including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto reuired depth as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Cum406.56406.5694.5FalseNoneNoneFalseNoneFalse38419.920
246436874535NoneSH04Preparing foundation bed for cut-off trench filling in rock portion by removing all loose material by wedging / chiselling and disposing off the same as directed and all other ancillary operations complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Sqm49.2849.28105.0FalseNoneNoneFalseNoneFalse5174.40
246436974535NoneSH05Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery,labour,cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations. complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Cum6795.046795.0472.53FalseNoneNoneFalseNoneFalse492844.25120
246437074535NoneSH06Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges for required 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. The cost includes all lead & lifts, cost of all materials, 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 as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Cum7722.627722.62471.68FalseNoneNoneFalseNoneFalse3642605.40160
246437174535NoneSH07Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges for required 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. The cost includes all lead & lifts, cost of all materials, 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 as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Cum8430.588430.581.26FalseNoneNoneFalseNoneFalse10622.53080
246437274535NoneSH08Steel Fabrication for sub structure of bridges. 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. complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.t97056.9697056.967.8FalseNoneNoneFalseNoneFalse757044.2880
246437374535NoneSH09Providing, Supplying and fixing M.S gates of size 1.62m*1.2m with 6mm thick M.S. plate with and stiffners (2 Nos) horizontal bracing 6 Nos. of ISMC 75*40 including providing rubber guard of ISA 20*4 for providing rubber of approved Quality for bottom & two sides fixed to grove of M.S. gate of size 25 mm. 25mm with machine screw nuts and bolts of size 6mm dia & 35mm long and providing 16mm dia MS bar handles (4 Nos) suitably welded to horizontal bracing including two coats of anticorrosive bituminous paint over a cost of primer and all neassary works as directed complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Kg193.76193.761211.39FalseNoneNoneFalseNoneFalse234718.92640
246437474535NoneSH10Providing and fixing M.S Channel frame to suite the suitable size of gates. The side channels with suitable height with hold fasts 12mm dia and 0.5m long M.S Bar at 0.50 m c/c with suitable size bottom channel including cost of all materials including two coats of anti corrosive paint over a coat of primer and all neassary works as directed complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Kg94.0894.08243.73FalseNoneNoneFalseNoneFalse22930.11840
246437574535NoneSH11Providing and constructing 75 mm dia PVC pipe weep holes for concrete/masonry walls including providing 200x200x200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1:4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour and all neassary works as directed complete as per specification. complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Rmtr377.44377.4452.0FalseNoneNoneFalseNoneFalse19626.880
246437674535NoneSH12Providing impervious filling adjacent to masonry/concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering all neassary works as directed complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Cum287.84287.84341.0FalseNoneNoneFalseNoneFalse98153.440
246437774535NoneSH13Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over filter backing of 150 mm thick 40 mm down graded coarse aggregate layers including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing & all necessary works as directed and complete as per specification as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.Sqm823.2823.2175.0FalseNoneNoneFalseNoneFalse144060.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17072148020000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17072148020000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17072148020001NoneNoneELIGIBILITYIt shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of KPPP on or before the last date and time of bid submission.None
17072148320000NoneNoneELIGIBILITYThe bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of KPPP portal due to internet connectivity issues and technical glitches at bidders endNone
17072148510000NoneNoneELIGIBILITYBidder 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 bidderNone
17072148710000NoneNoneELIGIBILITYThe Tender are invited as per Standard Tender bid document KW-4None
17072148800000NoneNoneELIGIBILITYConditional Tenders will not be consideredNone
17072148900000NoneNoneELIGIBILITYAll relevant documents as per the KW-4 need to be uploaded while submitting bid in general documents provision in KPPP portalNone
17072148990000NoneNoneELIGIBILITYThe Employer reserves the right to accept or reject any of the tender without assigning any reasonNone
17072149090000NoneNoneELIGIBILITYThe contractor has to make his own arrangements for procurement of all the required materials and the materials so procured shall confirm to the relevant IS Specifications or Equivalent and obtain necessary quality certificate from authorized quality controlNone
17072149190000NoneNoneELIGIBILITYAll the documents required as per technical qualification criteria needed to be uploaded in Original or Attested by any official not below the rank of Executive Engineer or NotaryNone
17072149290000NoneNoneELIGIBILITYThe Contractors should submit all the Documents as uploaded in Original or duly attested by a Notary/an officer not below the rank of an Executive Engineer on or before opening of Technical Bid as NotifiedNone
17072149380000NoneNoneELIGIBILITYName, address, and telephone, telex, and fax numbers and e mail Id of the contractor is to be providedNone
17072149480000NoneNoneELIGIBILITYThe contractor has to furnish Additional security deposit for unbalance tender as per clause 29.1 of ITT, to an amount of difference in contract price and amount put to tender, in addition to 5% performance guarantee (in any of the form prescribed) while concluding the AgreementNone
17072149690000NoneNoneELIGIBILITYDuring the execution of work, if any minor minerals are required contractors have to abide by the Karnataka Minor Mineral Concession Rules 1994 (as amended up to date). As per the prevailing rules, for any use of Minor Minerals, the contractor has to submit the Mineral Dispatch Permit (MDP) obtained from Mines and Geology Department. If Mineral Dispatch Permit (MDP) is not submitted by the contractor along with the bill, the prevailing penalty and DMF contribution as per Karnataka Minor Mineral concession rules 1994 (as amended from time to time) will be deducted from contractors bills at the time of payNone
17072149970000NoneNoneELIGIBILITYThe Bidder shall quote rates by adding GST 18% for materials and Labour. All other duties (including recovered from the contractor bill) Taxes and other levies payable by the contractor under the contract or for any other cause shall be included in the total tender price submitted by the tenderer. The increase if any in the GST shall not be paid in the extended period of Contract for which the Contractor alone is responsible for delay as determined by the AuthorityNone
17072150310000NoneNoneELIGIBILITYEPF Registration certificateNone
17072150410000NoneNoneELIGIBILITYThe tenderer shall also disclose if there are any bankruptcy proceedings against himNone
17072150500000NoneNoneELIGIBILITYGO Copy enclosed in e-procurement regarding restrictions on Public Procurement from Bidders of cetain countries as per Government order No.FD/455/EXP-12/2020, Bengaluru, Dated: 25-08-2020None
17072150610000NoneNoneELIGIBILITYThe Work Done Certificates shall be issued by the Executive Engineer(if work done in Karnataka State), otherwise it shall be issued/counter signed by Superintending Engineer (if the work is done is other states)None
17072150770000NoneNoneELIGIBILITYThe intending bidders are advised to visit the site of work before submitting the tenderNone
17072151090000NoneNoneELIGIBILITYThe Contractor is fully responsible for the Equipment / Material until the same is handed over to the EXECUTIVE ENGINEER in an operating condition after commissioning. The Contractor is responsible for the proper maintenance of equipment / material as well as protection of the same against theft, elements of nature, damages etc., while in his custody as well as after erection until the same is taken over by the EXECUTIVE ENGINEER under due acknowledgment in writingNone
17072152680000NoneNoneELIGIBILITYSub - leasing /G.P.A of work is prohibitedNone
17072153070000NoneNoneELIGIBILITYAs a third party, vigilance cell which is working under Major Irrigation is now included in Minor Irrigation and Ground Water Development Department, Vigilance cell has empowered to visit the working site often and often without any prior intimation to check the quality and quantity at any stage till completion. Any lapses with respect to quality and quantity of work, losses, the contractor is held responsible. Please NoteNone
17072153170000NoneNoneELIGIBILITYEach item of BOQ is to be read as with all lead and lifts and as per the directions of Engineer in chargeNone
17072153260000NoneNoneELIGIBILITYLatest copy of the Income Tax Clearance Certificate , PAN and TAN Nos. to be uploadedNone
17072153380000NoneNoneELIGIBILITYThe defective liability period is one yearNone
17072153480000NoneNoneELIGIBILITYTenderers who meet the specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender valueNone
17072153590001NoneNoneELIGIBILITYThe Construction of Bandhara/Bridge cum Barrage/Vented Dam work should be carried out as per the MI Manuals and Relevant Guidelines. The agency should maintain the works in healthy condition till the O & M completionNone
17072153700000NoneNoneELIGIBILITYBidder has to submit the recently issued work done certificate (with in 6 month from the last date of bid submission) from the competent authority for the work executed in last 5 years. (Refer tender clause ITT 3.2(b))None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneTenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one yearNoneNone
NoneNoneNoneNoneOwning the following key and critical equipment for this work (xxxx, xxxx, xxxx)NoneNone
NoneNoneNoneNoneLiquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period)NoneNone
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)NoneNone
NoneNoneNoneNoneList of existing commitments and ongoing worksNoneNone
NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneBanker Details for referenceNoneNone
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five yearsNoneNone
NoneNoneNoneNoneQualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNoneList of Financial Resources with CertificatesNoneNone
NoneNoneNoneNoneSatisfactorily completed (at least 90% of the Contract value), as prime contractor, at least one similar work such as Construction of Bandhara/Bridge cum Barrage/Vented Dam work of value not less than Rs. 98.55 Lakhs.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneEarthwork Excavation and Embankment Combined Quantity 2585.00 Cum Cement concrete (including RCC, PCC and PSC) : 1185.00 Cum Steel works for RCC (Reinforcement Steel): 21.00 Tonne Steel Gates (Fabrication): 2845.00 KgPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneAchieved in at least two financial years an average annual financial turnover of Rs.394.19 Lakhs. Attach Turnover Certificate issued from CA having valid UDIN NumberFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneLiquid assets and /or availability of credit facilities of not less than Rs.108.18 Lakhs (Credit lines/ letter of credit/ certificates from banks) for meeting the fund requirement etc.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneRelevent DocumentOthersRegistration Certificate
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Turnover Certificate issued by the CA having UDIN Number.TrueTechnical Bid
Company Registration CertificateTrueTechnical Bid
Bankers CertificateTrueTechnical Bid
The Work Done CertificatesTrueTechnical Bid
Assessed available tender capacityTrueTechnical Bid
A Copy of GST Registration CertificateTrueTechnical Bid
tenderWorkLocationList
tenderAddress
createdTs1707294070000
version0
createdDateNone
modifiedDateNone
blockNumberExecutive Engineer MI Division
streetNone
cityHaliyal
stateKarnataka
pin581329
tenderRecallDTONone