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noticeInvitingTenderDTO
createdTs1709272493014
version3
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd21000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose11-03-2024 16:00:00
tenderQueryClose07-03-2024 16:00:00
technicalBidOpen12-03-2024 16:30:00
publishedDate01-03-2024 12:05:07
publishedByPostPWD_EE_DIV_HSPT
publishedByUserKPE10175 - RAVINDRA R KATTI
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonExecutive Engineer
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber080394200231
mobileNumberNone
tenderSupplierListNone
tenderSchedule
createdTs1709272493123
version6
createdDateNone
modifiedDateNone
tenderNumberPWD/2023-24/BD/WORK_INDENT9580
titleConstruction of Bus/Rest Shelter for Publics at Kittur Rani Channamma School, Varalahalli on Hagaribommanahalli Town to Kottur Town road.
descriptionConstruction of Bus/Rest Shelter for Publics at Kittur Rani Channamma School, Varalahalli on Hagaribommanahalli Town to Kottur Town road.
categoryWORKS
categoryTextWorks
ecv812239.25
deptNamePublic Works Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location1694
locationNamePWD Division Office Hosapete
provisionalAmount978000.0
groupOverheadTotalNone
fileNumberPWD/MLALAD/2023-24/VARALAHALLI
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17092724930000NoneNoneBuildingsConstruction of Bus/Rest Shelter812239.25
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
286692793402NoneVol-1, 1.14.1Earth work excavation for Foundation In all kinds of soils Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ( SR 2023-24 / Item No : 1.14.1 , Page No : 8 Vol 1 )Cum107.1107.122.88FalseNoneNoneFalseNoneFalse2450.4480
286692893402NoneVol-1, 2.1.3P/L PCC of mix 1:3:6 (M 10) Providing 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 ( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1)Cum6288.456288.452.87FalseNoneNoneFalseNoneFalse18047.85150
286692993402NoneVol-1, 2.4.3RCC works M25 For Foundation work 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ( SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol 1 )Cum6652.86652.86.71FalseNoneNoneFalseNoneFalse44640.2880
286693093402NoneVol-1, Page No 1118 percent Cenering for Footings Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3.Cum532.22532.222.7FalseNoneNoneFalseNoneFalse1436.9940
286693193402NoneVol-1, Page No 11170percentCenering for Colounns upto Plinth Beam Bottom Level, Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3.Cum4656.964656.960.47FalseNoneNoneFalseNoneFalse2188.77120
286693293402NoneVol-1, Page No 11150 percent Cenering for Plinth Beam , Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3.Cum3326.43326.40.91FalseNoneNoneFalseNoneFalse3027.0240
286693393402NoneVol-1, Page No 11110percent Cenering for Curtain Walls, , Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3.Cum665.28665.282.63FalseNoneNoneFalseNoneFalse1749.68640
286693493402NoneVol-1, 2.5.2P/ L RCC works M25 for Super structures, Providing and laying in position 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 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 ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 )Cum7185.157185.1511.78FalseNoneNoneFalseNoneFalse84641.0670
286693593402NoneVol-1, Page No 11170percent Cenering for Coloumns, , Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3.Cum5029.65029.61.04FalseNoneNoneFalseNoneFalse5230.7840
286693693402NoneVol-1, Page No 11160percent Cenering for Roof Beams, , Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3.Cum4311.084311.081.85FalseNoneNoneFalseNoneFalse7975.4980
286693793402NoneVol-1, Page No 11150percent Cenering for Roof Slabs & Shear Walls , Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3.Cum3592.573592.578.32FalseNoneNoneFalseNoneFalse29890.18240
286693893402NoneVol-1, 2.1.4P/L PCC works M10 for Cill Concrete Providing 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 20 mm nominal size graded crushed coarse aggregates ( SR 2023-24 , Item No : 2.1.4 , Page No : 15 , Vol 1 )Cum6433.356433.350.3FalseNoneNoneFalseNoneFalse1930.0050
286693993402NoneVol-1, 2.11 aP/F of TMT Bars Fe-550D 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, a. Buildings ( SR 2023-24 , Item No : 2.11 a, Page No : 18 , Vol 1 )t93929.8593929.851.6FalseNoneNoneFalseNoneFalse150287.760
286694093402NoneVol-1, 1.9Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (COMMON SR 2023-24,Vol-1 SL.No. 1.9, P. No. 34)Cum279.3279.311.67FalseNoneNoneFalseNoneFalse3259.4310
286694193402NoneVol-1, 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 (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No -33)Cum497.7497.74.14FalseNoneNoneFalseNoneFalse2060.4780
286694293402NoneVol-1, 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 ( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1)Cum6288.456288.451.38FalseNoneNoneFalseNoneFalse8678.0610
286694393402NoneVol-2, 6.2Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. (COMMON SR 2023-24, Vol-2, SL.No. 6.2, Pg. No. 13).Cum8376.98376.91.35FalseNoneNoneFalseNoneFalse11308.8150
286694493402NoneVol-2, 8.3.1Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (SR 2023-24, Vol-2,SL.No. 8.3.1, P. No.41).Sqm371.7371.7183.05FalseNoneNoneFalseNoneFalse68039.6850
286694593402NoneVol-2, 8.27Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (SR 2023-24 Ballari Circle Item No.8.27, Page No.45 Vol 2)Sqm55.6555.65183.05FalseNoneNoneFalseNoneFalse10186.73250
286694693402NoneVol-2, 8.51Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (SR 2023-24 Ballari Circle Item No.8.51, Page No.50 Vol 2)Sqm105.0105.0183.05FalseNoneNoneFalseNoneFalse19220.250
286694793402NoneVol-2, 9.12.2Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm (PWD SR 2023-24 Ballari Circle Item No.9.12.2, Page No.60 Vol 2)Sqm1202.251202.2519.36FalseNoneNoneFalseNoneFalse23275.560
286694893402NoneVol-2, 10.1.2Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar loca tions of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 m2 (PWD SR 2023-24 Ballari Circle Item No.10.1.2, Page No.69 Vol 2)Sqm4133.854133.854.8FalseNoneNoneFalseNoneFalse19842.480
286694993402NoneVol-2, 10.2Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. (PWD SR 2023-24 Ballari Circle Item No.10.2, Page No.69 Vol 2)m344.4344.44.0FalseNoneNoneFalseNoneFalse1377.60
286695093402NoneVol-2, 12.95Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer Numeric Control) routed of approved design by Engineer-incharge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin Polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being termite/borer proof, water/moisture proof and fire retardant and fixing as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S framework required with priming coat shall be paid separately).(PWD SR 2023-24 Ballari Circle Item No.12.95, Page No.112 vol 2)Sqm4631.554631.5540.0FalseNoneNoneFalseNoneFalse185262.00
286695193402NoneVol-2, 11.16.3Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge (PWD SR 2023-24 Ballari Circle Item No.11.16.3, Page No.83 Vol 2)Kg128.1128.180.0FalseNoneNoneFalseNoneFalse10248.00
286695293402NoneVol-2, 8.34.1Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(COMMON SR 2023-24, SL No 8.34.1, VOL-2, P.No .47)Sqm55.6555.6580.0FalseNoneNoneFalseNoneFalse4452.00
286695393402NoneVol-2, 8.29Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ( SR 2023-24 / Item No : 8.29 , Page No : 45 Vol 2)Sqm297.15297.15183.05FalseNoneNoneFalseNoneFalse54393.30750
286695493402NoneVol-2, 10.15.2Providing and fixing of Aluminium composite panel of approved make and colour for wall cladding for Brick/Rcc/stone walls & coloumns/beams with necessary aluminium frame works at required level made out of 50x25x4mm C section or equivalent. The panel should consist of 3mm thick non-halogenated FR grade mineral based polymer ( 2 hrs fire resist ance as per ASTM E119-12 and clause B, S1, do as per ENT 13501-1sand wiched between 0.50 skins thick aluminium sheet making a total panel thickness of 4mm. The surfaces will be finished with PVDF based coating on topsides and service coating on reverse sides would be in polyester paint. The system shall be fixed using GI brackets, aluminium L cleats and stainless steel bolts and nuts complete with spring washer and cap nuts and all other necessary accessories, sealing shall be done with necessary rods etc., complete (PWD SR 2023-24 Ballari Circle Item No.10.15.2 Page No.49 Vol 2)Sqm4981.24981.21.5FalseNoneNoneFalseNoneFalse7471.80
286695593402NoneVol-1, 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ( SR 2023-24 / Item No : 1.14.1 , Page No : 8 Vol 1 )Cum107.1107.18.0FalseNoneNoneFalseNoneFalse856.80
286695693402NoneVol-1, 3.7Compacting original ground supporting embankment : Loosening, 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 (PWD SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17)Cum110.25110.253.0FalseNoneNoneFalseNoneFalse330.750
286695793402NoneVol-1, 3.7Construction of Subgrade : Construction of subgrade 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. 300-2 305 (PWD SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17)Cum517.65517.653.0FalseNoneNoneFalseNoneFalse1552.950
286695893402NoneVol-1, 4.17Wet 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 (PWD SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26)Cum2686.952686.953.0FalseNoneNoneFalseNoneFalse8060.850
286695993402NoneVol-1, 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 ( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1)Cum6288.456288.453.0FalseNoneNoneFalseNoneFalse18865.350
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17092724950000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17092724950000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17092724950001NoneNoneELIGIBILITYConditional tenders will not be accepted.None
17092725640000NoneNoneELIGIBILITYThe Tenderer shall obtain the workdone certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer(District Level Officer)and scan the Original Certificate and attach the scanned file to the Bid. The Original Certificate/Certificates shall be produced at the time of opening of technical Bids for physical verification.None
17092725680000NoneNoneELIGIBILITYFinancial Year will be reckoned as the period between first day of April and Thiryfirst day of March of succeeding year(both days inclusive).None
17092725730000NoneNoneELIGIBILITYThe tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the BidderNone
17092725780000NoneNoneELIGIBILITYThe Employer reserves the right to Reject any or all Tenders without assigning any reasonNone
17092725820000NoneNoneELIGIBILITYThe Department is not responsible for any delay in accessing KPP PortalNone
17092725860000NoneNoneELIGIBILITYTenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation.None
17092725900000NoneNoneELIGIBILITYConstitutional or Legal Status of the TendererNone
17092725960000NoneNoneELIGIBILITYLatest Income Tax Clearance CertificateNone
17092726010000NoneNoneELIGIBILITYPrincipal Place of Business.None
17092726050000NoneNoneELIGIBILITYAssessed Tender Capacity shall be more than the Tendered AmountNone
17092726100000NoneNoneELIGIBILITYGST Will be Paid Separately to the Executed QuantitiesNone
17092726160000NoneNoneELIGIBILITYThe tenderer shall note that, the increase in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time.None
17092726210000NoneNoneELIGIBILITYIf the bidder uploaded the false document while participating in the tender, the bidder will be responsible and action will be initiated as per the tender clause.None
17092726260000NoneNoneELIGIBILITYThe work should be completed in 06 (SIX) Months ( including monsoon)None
17092726400000NoneNoneELIGIBILITYTo 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 (a) achieved in at least TWO financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.8.12Lakhs. (Not below the rank of Charterd Accountant)None
17092726710000NoneNoneELIGIBILITYTo 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 (b) satisfactorily completed (at least 50% of the contract value) as prime contractor, at least one similar nature of work (Building Work ) of Rs.4.06Lakhs. (Not Below the rank of Executive Engineer)None
17092726820000NoneNoneELIGIBILITYThe deffect liability period is one year from the date of actual completion of work.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)NoneNone
NoneNoneNoneNoneList of existing commitments and ongoing workNoneNone
NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneBanker DetailsNoneNone
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 (b) satisfactorily completed (at least 50% of the contract value) as prime contractor, at least one similar nature of work (Building Work ) of Rs.4.06Lakhs. (Not Below the rank of Executive Engineer)Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneDepartment Registration DetailsCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
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 (a) achieved in at least TWO financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.8.12Lakhs. (Not below the rank of Charterd Accountant)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Registration CertificateTrueTechnical Bid
Annual Turnover Certificate Not below the rank of Charterd AccountantTrueTechnical Bid
Single Work Done Certificate Not Below the rank of Executive EngineerTrueTechnical Bid
GST CERTIFICATETrueTechnical Bid
Principal Place of Business.TrueTechnical Bid
Tender Bid CapacityTrueTechnical Bid
List of Existing commitments & Ongoing works- Format-5TrueTechnical Bid
List of works for which tenders acceptence letter received-Format-6TrueTechnical Bid
List of works for which tenders already submitted-Format-7TrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone