createdTsNone
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noticeInvitingTenderDTO
createdTs1726553194701
version3
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd31500.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose14-10-2024 16:00:00
tenderQueryClose09-10-2024 16:00:00
technicalBidOpenNone
publishedDate27-09-2024 17:40:54
publishedByPostRDPR_EE_DIV_DWD
publishedByUserKPE14140 - R M SOPPIMATH
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonR M SOPPIMATH
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08362749018
mobileNumberNone
tenderSupplierListNone
tenderSchedule
createdTs1726553194745
version8
createdDateNone
modifiedDateNone
tenderNumberRDPR/2024-25/BD/WORK_INDENT8642
titleConstruction of room at Primery Health Subcenter in Kadabagatti village of Kadabagatti Gram Panchayat in Alnavara Taluk of Dharwad District.
descriptionConstruction of room at Primery Health Subcenter in Kadabagatti village of Kadabagatti Gram Panchayat in Alnavara Taluk of Dharwad District.
categoryWORKS
categoryTextWorks
ecv1480313.56
deptNameRural Development and Panchayat Raj Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location843
locationNameRDPR Division Office Daharwad
provisionalAmount1500000.0
groupOverheadTotal225810.54
fileNumberAEE/PRED/ALN/TP4/2023-24
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17265531950000NoneNoneBuildingsConstruction of room at Primery Health Subcenter in Kadabagatti village of Kadabagatti Gram Panchayat in Alnavara Taluk of Dharwad District.1254503.02
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4011862155350None1.15.1Earth 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 ordinary/soft rock without blasting upto 1.5 m depthCum363.0363.014.99FalseNoneNoneFalseNoneFalse5441.370
4011863155350None1.4.2Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth exceeding 1.5m, but not exceeding 3 mCum259.0259.019.77FalseNoneNoneFalseNoneFalse5120.430
4011864155350None1.9Filling 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.Cum266.0266.034.76FalseNoneNoneFalseNoneFalse9246.160
4011865155350None2.1.2Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite / trap / basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8 (M5) Using 40 mm nominal size graded crushed coarse aggregatesCum5664.05664.09.94FalseNoneNoneFalseNoneFalse56300.160
4011866155350None5.4Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sandCum6389.06389.028.92FalseNoneNoneFalseNoneFalse184769.880
4011867155350None1.8Construction 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 othe appurtenaces required to complete the work.Cum474.0474.030.01FalseNoneNoneFalseNoneFalse14224.740
4011868155350None2.2.1.1Providing 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 aggregates. (Footing, Plinth beam, Lintel)Cum6287.06287.010.26FalseNoneNoneFalseNoneFalse64504.620
4011869155350None2.2.1.1AProviding 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 aggregates. (Footing Form work)Cum502.96502.966.08FalseNoneNoneFalseNoneFalse3057.99680
4011870155350None2.2.1.1BProviding 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 aggregates. (Plinth beam Form work)Cum3143.53143.52.84FalseNoneNoneFalseNoneFalse8927.540
4011871155350None2.2.1.1CProviding 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 aggregates. (Lintel Form work)Cum3772.23772.21.34FalseNoneNoneFalseNoneFalse5054.7480
4011872155350None2.2.2.1Providing 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Column. Roof beam, Slab)Cum6248.06248.016.24FalseNoneNoneFalseNoneFalse101467.520
4011873155350None2.2.2.1AProviding 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 aggregates. (Column Form work)Cum4373.64373.63.42FalseNoneNoneFalseNoneFalse14957.7120
4011874155350None2.2.2.1BProviding 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 aggregates. (Roof beam Form work)Cum3748.83748.83.36FalseNoneNoneFalseNoneFalse12595.9680
4011875155350None2.2.2.1CProviding 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 aggregates. (Slab Form work)Cum3124.03124.09.46FalseNoneNoneFalseNoneFalse29553.040
4011876155350None2.11AProviding Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)Kg89.4689.461677.6FalseNoneNoneFalseNoneFalse150078.0960
4011877155350None6.2Providing 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 workCum7978.07978.020.88FalseNoneNoneFalseNoneFalse166580.640
4011878155350None2.1.3Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite / trap / basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregatesCum5989.05989.02.31FalseNoneNoneFalseNoneFalse13834.590
4011879155350None11.34AProviding and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding.Kg168.0168.0157.2FalseNoneNoneFalseNoneFalse26409.60
4011880155350None12.12Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications.Cum124202.0124202.00.223FalseNoneNoneFalseNoneFalse27697.0460
4011881155350None12.15Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixturesSqm7444.07444.07.56FalseNoneNoneFalseNoneFalse56276.640
4011882155350None11.44Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Sqm4345.04345.05.76FalseNoneNoneFalseNoneFalse25027.20
4011883155350None8.1.1Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick 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-chargeSqm255.0255.075.69FalseNoneNoneFalseNoneFalse19300.950
4011884155350None8.1.2Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) to brick 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-chargeSqm241.0241.096.2FalseNoneNoneFalseNoneFalse23184.20
4011885155350None8.9Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick 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-chargeSqm385.0385.0151.2FalseNoneNoneFalseNoneFalse58212.00
4011886155350None9.12.2Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) 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 mmSqm1145.01145.079.17FalseNoneNoneFalseNoneFalse90649.650
4011887155350None8.51Providing 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.Sqm100.0100.0171.89FalseNoneNoneFalseNoneFalse17189.00
4011888155350None8.40Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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.Sqm115.0115.0171.89FalseNoneNoneFalseNoneFalse19767.350
4011889155350None8.29Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/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.Sqm283.0283.0151.2FalseNoneNoneFalseNoneFalse42789.60
4011890155350None8.41Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including reparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm167.0167.013.68FalseNoneNoneFalseNoneFalse2284.560
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17265531970000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17265531970000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17265531970000NoneNoneELIGIBILITYBidders 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
17265531970000NoneNoneELIGIBILITYIt 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
17265531970000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17265531970000NoneNoneELIGIBILITYDepartment Registration DetailsNone
17265531970000NoneNoneELIGIBILITYTotal value of civl engineering works executed and payments received in the last five years (year-wise)None
17265531970000NoneNoneELIGIBILITYList of existing commitments and ongoing workNone
17265531970000NoneNoneELIGIBILITYList of works for which tenders already submittedNone
17265531970000NoneNoneELIGIBILITYBanker DetailsNone
17270886600000NoneNoneELIGIBILITYThe 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 end.None
17270886680000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejectionNone
17270886750000NoneNoneELIGIBILITYBidder 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
17270886810000NoneNoneELIGIBILITYTender schedule will be issued against the e-Payment / NEFT / Credit Card / Debit Card / OTCNone
17270886870000NoneNoneELIGIBILITYAny damage during the progress of work, the damage cost should be beared by the contractor.None
17270886940000NoneNoneELIGIBILITYAny addition / Ommission / alteration will be reserved by the under signedNone
17270887010000NoneNoneELIGIBILITYTender processing fee will not be refundable or exchangeable in case of cancellation of tenderNone
17270887070000NoneNoneELIGIBILITYCost of 1% will be deducted from the bill towards labour welfare fund as per GO: LD 300 LET 2006 Dated: 18-01-2007None
17270887140000NoneNoneELIGIBILITYAll materials should be in good quality as per specification, quality certificate for the same should be obtained from the concerned authority at their own cost.None
17270887210000NoneNoneELIGIBILITYQuality Control certificate issued from the QC authority must accompanied with billNone
17270887290000NoneNoneELIGIBILITYAcceptance Cancellation of the tenders are reserved by under signed without any reasons for the same.None
17270887360000NoneNoneELIGIBILITYThe work should be carried out in accordance with the standard specifications specified by the department. The defect liability period for all these works shall not be less than 1 year & the contractor shall have to give guarantee for 1 year maintenance.None
17270887440000NoneNoneELIGIBILITYThe rates quoted by contractor shall include for structural design & drawing duly certified by the competent authority. The Tenderer whose tender is accepted shall furnish within 15 days the structural design & drawings in 3 set for scrutining to the competent authority. The contractor shall furnish 3 sets of design & drawings (approved) to the Engineer-in-charge and keep one set at site of work. The safe bearing capacity shall be got tested before submission of the drawings.None
17270887510000NoneNoneELIGIBILITYIf the rates quoted by the Contractor are lesser than the amount put to tender, the difference cost should be paid by the contractor, through DD / FDR / NSC in the favour of Executive Engineer at the time of AgreementNone
17270887580000NoneNoneELIGIBILITYThe Contractor should enclose / attach all the necessary certificates duly attested by the NotaryNone
17270889490000NoneNoneELIGIBILITYTenderer should upload works in hand certificate.None
17270889610000NoneNoneELIGIBILITYThe Contractor shall quote the rates without adding GST for either materials or works contract Service. GST payable by the Contractor under this works contract will be paid to the contractor separately over the contractors bid amount as per Govt order No PWD 65 RDF 2017, dtd: 11-10-2018None
17270889690000NoneNoneELIGIBILITYContractor should upload the KPWD registration renewal copyNone
17270889780000NoneNoneELIGIBILITYTender should be rejected if the works not completed in time or stipulated time from any Department in previous years.None
17270889950000NoneNoneELIGIBILITYContractor should obey with the above conditions in addition to the KW-1.None
17270890390000NoneNoneELIGIBILITYAssessed 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 That is 2019-20 to 2023-24 year taking into account the completed as well as works in progress. N is Number of years prescribed for completion of the works for which Tenders are invited. B is Value, at price level, of existing commitments and on-going works to be completed during the next years.None
17270890470000NoneNoneELIGIBILITYContractor should make an agreement within 07 days of tender acceptance date and work should be carried out with in the 1 week time after agreement. If not tender will be cancelled at the contractors own risk and costNone
17270890720000NoneNoneELIGIBILITYIn last five years (i.e., 2019-20 to 2023-24) Satisfactorily completed as a prime contractor for at least one similar nature of work done 50% of the cost of the work i.e., not less than the amount Rs.6.28 lakhs, certificate issued from the rank of Executive Engineer and above for the same should be furnished by the contractor.None
17270890830000NoneNoneELIGIBILITYTo qualify for award of this contract each tenderer in his name should have in the last five years period (i.e., 2019-20 to 2023-24) Turnover Certificate obtained from Charted Accountant and achieved in at least two financial years an average Annual Financial Turnover (in all classes of civil Engineering construction works only) of Rs. 12,54,503.02 (usually not less than the estimated cost under this contractNone
17270892670000NoneNoneELIGIBILITYLiquid assets and /or availability of credit facilities of not less than Rs. 3.77 lakhs (30% of amount put to tender) (Credit lines/ letter of credit/ certificates from Nationalized banks for meeting the fund requirement etc.) for particularly this work only. (Unconditional)None
17270892760000NoneNoneELIGIBILITYSecurity deposit at the rate of 5% of tender cost should be made in favour of Executive Engineer in the form of DD / FDR / NSC (NSC should be fledge in the name of Executive Engineer)None
17270893730000NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in its name should have in the last five years That is. 2019-20 to 2023-24 Executed in any one year, the following minimum 80 Percent quantities of work in last five years 1) Earth work / Filling/ Embankment- 79.624 Cum, 2) RCC/PCC-31.00 Cum,3) Steel-1342.08 Kg, 4) BMM-16.704 Cum, 5) Plastering- 258.47 Sqm, 6) UCR- 23.136 cumNone
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Contractor should upload KPWD renewal registration copy.TrueTechnical Bid
To qualify for award of this contract each tenderer in his name should have in the last five years period that is 2019-20 to 2023-24. Turnover Certificate with balance sheet obtained from Charted Accountant and achieved in at least two financial years Annual Financial Turnover in all classes of civil Engineering construction works only of Rs.12,54,503.02 usually not less than the estimated cost under this contract with UDINTrueTechnical Bid
In last five years That is 2019-20 to 2023-24 Satisfactorily completed as A prime contractor for at least one similar nature of work done work 50 Percent of the cost of the work that is not less than the amount Rs.6.28 lakhs Certificate issued from the rank of Executive Engineer and above for the same should be furnished by the contractor.TrueTechnical Bid
To qualify for award of this contract, each Tenderer in its name should have in the last five years That is. 2019-20 to 2023-24 Executed in any one year, the following minimum 80 Percent quantities of work in last five years 1. Earth work / Filling/ Embankment- 79.624 Cum, 2. RCC/PCC-31.00 Cum, 3. Steel-1342.08 Kg, 4. BMM-16.704 Cum, 5. Plastering- 258.47 Sqm, 6. UCR- 23.136 cumTrueTechnical Bid
Liquid assets and /or availability of credit facilities of not less than Rs.3.77 lakhs. That is 30 Percent of amount put to tender. Credit lines/ letter of credit/ certificates from Nationalized banks for meeting the fund requirement etc. for particularly this work only. UnconditionalTrueTechnical Bid
The contractor should scan the GST CertificateTrueTechnical Bid
The contractor should scan the PAN card.TrueTechnical Bid
Calculation sheet of Bidder Capacity AxNX2.5-BTrueTechnical Bid
Contractors Postal address and Mobile NoTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone