createdTsNone
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noticeInvitingTenderDTO
createdTs1725952871870
version2
createdDateNone
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tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee5000.00
emd366500.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose30-09-2024 16:00:00
tenderQueryClose30-09-2024 15:30:00
technicalBidOpen01-10-2024 16:30:00
publishedDate20-09-2024 11:46:19
publishedByPostPWD_EE_SPL_DIV_RMG
publishedByUserKPE15665 - MAHADEVAPPA H M
bidValidityPeriod90
noOfCalls1
preBidMeetingDate17-09-2024 11:30:00
preBidMeetingYnTrue
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonMAHADEVAPPA H M
splitEmdRequiredYnTrue
emdBankGuarantee266500.00
emdCash100000.00
bgValidityPeriod135
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08012345678
mobileNumber9945231914
tenderSupplierListNone
tenderSchedule
createdTs1725952871909
version4
createdDateNone
modifiedDateNone
tenderNumberPWD/2024-25/RD/WORK_INDENT15388
titleImprovements of road Aralimaradoddi to Kebre MDR road to join Halasuru- Herindyapanahalli road at Ch 0.00km to 1.30km and Construction of bridge at ch 1.10km in Kanakapura taluk Ramanagara dist
descriptionImprovements of road (5054-04-337-0-01-154 MDR and Other road Imp)
categoryWORKS
categoryTextWorks
ecv24420838.44
deptNamePublic Works Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location1669
locationNamePWD Special Division Office Ramanagara
provisionalAmount30000000.0
groupOverheadTotal0.0
fileNumberAEE/PWD/KKP/2024-25/ROAD/KEBRE
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17259528720000NoneNoneRoadsImprovements of road Aralimaradoddi to Kebre MDR road to join Halasuru- Herindyapanahalli road at Ch 0.00km to 1.30km and Construction of bridge at ch 1.10km in Kanakapura taluk Ramanagara dist24420838.44
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3948301152906None2.5(ii) AClearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness-By Mechanical Means using Dozer A. In area of light jungle( I.No. 2.5(ii) A, Vol-3 Page No.9)100 Sqm408.72408.7221.6FalseNoneNoneFalseNoneFalse8828.3520
3948302152906None3.4Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator (I.No- 3.4, Vol 3 Page No.17)Sqm6.246.247200.0FalseNoneNoneFalseNoneFalse44928.00
3948303152906None1.14.1Earth 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 1.5mm including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (I.No- 1.14.1 Vol 1 Page No.8)Cum106.08106.08775.0FalseNoneNoneFalseNoneFalse82212.00
3948304152906None16.8 (B)Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means (I.No- 16.8 (B) Vol-3 Page No.144)m26.026.01200.0FalseNoneNoneFalseNoneFalse31200.00
3948305152906None1.7Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) (Vol-1 P. no -7 / I.No.1.7)Cum123.76123.76387.5FalseNoneNoneFalseNoneFalse47957.00
3948306152906None1.8Construction 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. (Vol-1 P. no -7 / I.No.1.8)Cum492.96492.96692.5FalseNoneNoneFalseNoneFalse341374.80
3948307152906None3.6Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol 3 P-17 / I.No.3.6)Cum512.72512.72495.0FalseNoneNoneFalseNoneFalse253796.40
3948308152906None4.1 (v)Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material ( Vol-3, I.No. 4.1 (v) Page No.23)Cum2586.482586.48624.0FalseNoneNoneFalseNoneFalse1613963.520
3948309152906None6.1Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.( I.No. 6.1 / P.No.43)Cum5116.85116.8400.5FalseNoneNoneFalseNoneFalse2049278.40
3948310152906None6.6Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreadingthe concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) (Vol 3 I.No.6.6 Page No 51)Cum7044.957044.95892.5FalseNoneNoneFalseNoneFalse6287617.8750
3948311152906None2.1.3Providing 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 1:4:6 Using 40 mm nominal size graded crushed coarse aggregates (Vol 1 I.No.2.1.3 Page No 15)Cum4992.04992.0154.9FalseNoneNoneFalseNoneFalse773260.80
3948312152906None2.4.3Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol 1 I.No.2.4.3 Page No 16)Cum6589.446589.4437.88FalseNoneNoneFalseNoneFalse249607.98720
3948313152906NoneAddendum I Addendum I - Percentage Additionalities for Formwork, Centering & Scaffolding for Box Culvert Consider 20 perc (Vol 1 Sl.NO 6 (Bridges) Page No 112)Cum1317.881317.8837.88FalseNoneNoneFalseNoneFalse49921.29440
3948314152906None2.2.1Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (i.no2.2.1 V-1)Cum6538.476538.47176.2FalseNoneNoneFalseNoneFalse1152078.4140
3948315152906NoneAddendum I Addendum I - Percentage Additionalities for Formwork, Centering & Scaffolding for Box Culvert Consider 20perc(Vol 1 Sl.NO 6 (Bridges) Page No 112)Cum2301.562301.56112.2FalseNoneNoneFalseNoneFalse258235.0320
3948316152906None1.14.1Earth 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 1.5mm including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (I.No- 1.14.1 Vol 1 Page No.8)Cum106.07106.07953.0FalseNoneNoneFalseNoneFalse101084.710
3948317152906None2.4.3Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol 1 I.No.2.4.3 Page No 16)Cum7188.487188.48543.23FalseNoneNoneFalseNoneFalse3904997.99040
3948318152906NoneAddendum IAddendum I - Percentage Additionalities for Formwork, Centering & Scaffolding for solid Super structure consider 35perc(Vol 1 Sl.NO 6, Page No 116)Cum1437.691437.69543.23FalseNoneNoneFalseNoneFalse780996.33870
3948319152906None9.3Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.(I.no 9.3 v-3)Tonne82171.4482171.4452.34FalseNoneNoneFalseNoneFalse4300853.16960
3948320152906None12.3(A) Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material (I.no 12.3(A) v-3)Cum1214.721214.72260.7FalseNoneNoneFalseNoneFalse316677.5040
3948321152906None13.7Providing 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(I.no-13.7 710.1.4.of IRC:78 and 2200 vol-1)Cum3401.843401.84233.86FalseNoneNoneFalseNoneFalse795554.30240
3948322152906None13.2Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) (Vol 3 P.no 121 I No.13.2)Cum14529.8314529.8315.3FalseNoneNoneFalseNoneFalse222306.3990
3948323152906None14.4 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/Boulder(vol-3 i.no-14.4 A)Cum1988.481988.48197.4FalseNoneNoneFalseNoneFalse392525.9520
3948324152906None13.153Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.(Vol-3 I.no13.153)m240.24240.2425.5FalseNoneNoneFalseNoneFalse6126.120
3948325152906None13.7Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification(vol-3 I.no-13.7, p.no-103)No3401.833401.8318.0FalseNoneNoneFalseNoneFalse61232.940
3948326152906None13.8PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification(vol-3, i.no-13.8, p.no-103)Cum7083.447083.447.88FalseNoneNoneFalseNoneFalse55817.50720
3948327152906None13.9Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant)(vol-3 p.no-103, i.no-13.9)Cum12308.3912308.3915.75FalseNoneNoneFalseNoneFalse193857.14250
3948328152906None13.4Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2.(vol-3, i.no-13.4, p.no-104)Sqm87.3587.35510.0FalseNoneNoneFalseNoneFalse44548.50
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17259528730000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17259528730000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17259528730000NoneNoneELIGIBILITYBidders 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
17259528730000NoneNoneELIGIBILITYIt 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
17259528730000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17259528870000NoneNoneELIGIBILITYGST shall be paid to the tendered amount separately as per applicable lawNone
17259529070000NoneNoneELIGIBILITYIncrease in GST shall not be paid in the extended period at contract for which the contractor alone is responsible for delay as determined by authority while granting is extension of timeNone
17259529240000NoneNoneELIGIBILITYAll the work as Maintained in the Bill of Quantity (BOQ) are including lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the workNone
17259529380000NoneNoneELIGIBILITYThe tenderer shall accept all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and / or liable for those cost. The employer is not responsible for any delay in accessing E - Procurement PortalNone
17259529470000NoneNoneELIGIBILITYRoyalty on construction materials and other taxes will be deducted as per prevailing Govt orders.None
17259529580000NoneNoneELIGIBILITYMaterials like bitumen,steel,cement etc.,required for the work shall be procured by the tenderer themselves and should got tested by the quality control authority before use on the workNone
17259529710000NoneNoneELIGIBILITYAll the formats prescribed in the bid document shall be filled by the tenderer in complete manner otherwise it will be rejectedNone
17259529830000NoneNoneELIGIBILITYAll scanned documents to be uploaded shall be in original and the Executive Engineer reserves the right to verify the original documents before approval.None
17259529950000NoneNoneELIGIBILITYIf any, additional information required, the same may be obtained from the office of the Executive Engineer, PWD,Ramanagara Spl. Division, Ramanagara during office hours on all working days. It may be noted that if any of the dates mentioned above happened to be a General Holiday , the next working day will be consideredNone
17259530090000NoneNoneELIGIBILITYThe employer reserves the rights to Reject or accept any or all the tenders without assigning any reasonsNone
17259530210000NoneNoneELIGIBILITYThe Tender processing fee shall not be refundableNone
17259530360000NoneNoneELIGIBILITYTenderer who qualifies in the technical bid only those tenderers financial bid will be openedNone
17259530500000NoneNoneELIGIBILITYTenderer should compulsory mention UDIN number along with turnover certificate.None
17259530600000NoneNoneELIGIBILITYThe Defects Liability Period is 02 years , 3RD, 4TH & 5TH Year maintenance should be done by the same tenderer as per Govt. order Dated.04.03.2024.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneMinimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)NoneNone
NoneNoneNoneNoneSatisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender)NoneNone
NoneNoneNoneNoneExecuted in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction)NoneNone
NoneNoneNoneNoneTenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one yearNoneNone
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
NoneNoneNoneNoneb)To qualify for award of this contract, each Tenderer in its name should have in the last five years satisfactorily completed, as prime contractor, at least one similar NATURE OF WORK of value not less than Rs. 122.11 LakhsPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- work done Certificate from officer not below rank of Executive engineer
NoneNoneNoneNone1.Earth work /embankment/subgrade ----------2642.00 Cum 2.GSB-----------499.00 Cum 3.PCC/RCC-----------1475.00 Cum 4.Steel----------------41.87 TonnePast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- work done Certificate from officer not below rank of Executive engineer
NoneNoneNoneNoneTenderer 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 - (AXNX1.5 - B) where A -Maximum value of works executed in any one year during the last five years taking into account the completed as well as works in progress. N -Number of years prescribed for completion of the works for which tenders are invited.B - Value, at 2024-25 price level, of existing commitments and on-going works to be completed during the next 6 Months.Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Work done and balance work done certificate issued by an officer not less than rank of EE/Equivalent
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e, 2019-20,2020-21,2021-22,2022-23,2023-24 (a) Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 488.42 lakhsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- BALANCE SHEETS,PROFIT AND LOSS STATEMENT ISSUED BY AN REGISTERED CHARTERED ACCOUNTANT
NoneNoneNoneNoneliquid assets and /or availability of credit facilities of no less than Rs.122.11 lakhs (Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- BANKERS CERTIFICATE IN THE PRESCRIBED FORMAT ISSUED FROM AN NATIONALISED BANKS/SCHEDULED BANKS
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover Certificate last 05 years from 2019-20 to 2023-24TrueTechnical Bid
PWD CONTRACTOR Registration CertificateTrueTechnical Bid
workdone certificateTrueTechnical Bid
quantity wise work done certificateTrueTechnical Bid
LINE OF CREDITTrueTechnical Bid
tenderWorkLocationList
tenderAddress
createdTs1725953379000
version0
createdDateNone
modifiedDateNone
blockNumberEXECUTIVE ENGINEER OFFICE PWD SPECIAL DIVISION RAMANAGARA
streetNone
citychannapatna
stateKarnataka
pin562160
tenderRecallDTONone