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tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd46975.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose22-03-2024 16:00:00
tenderQueryClose18-03-2024 11:00:00
technicalBidOpen23-03-2024 16:00:01
publishedDate14-03-2024 17:37:13
publishedByPostRDPR_EE_DIV_MNG
publishedByUserKPE10481 - VENUGOPAL R
bidValidityPeriod90
noOfCalls3
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preBidMeetingYnFalse
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denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnTrue
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contactPersonExecutive Engineer
splitEmdRequiredYnFalse
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highestBidderSelectionFalse
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sampleSubmissionDateNone
officeNumber08242451284
mobileNumberNone
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createdTs1710417674192
version17
createdDateNone
modifiedDateNone
tenderNumberRDPR/2023-24/OW/WORK_INDENT4380/CALL-3
titleCONSTRUCTION OF SOAK PITS IN NEERUMARGA VILLAGE NEERUMARGA G.P MANGALORE TALUK
descriptionCONSTRUCTION OF SOAK PITS IN NEERUMARGA VILLAGE NEERUMARGA G.P MANGALORE TALUK
categoryWORKS
categoryTextWorks
ecv1866851.04
deptNameRural Development and Panchayat Raj Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location951
locationNameRDPR Division Office Managluru
provisionalAmount1878500.0
groupOverheadTotal284773.89
fileNumberEE/PRED/TENDER8/NEERUMARGA/AE-1/JE-1/23-24
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17104176740000NoneNoneOther WorksCONSTRUCTION OF SOAK PITS IN NEERUMARGA VILLAGE NEERUMARGA G.P MANGALORE TALUK1582077.15
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3073125104883Nonecode01Excavation for Structures : Earth 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 upto 1.5 m as per specifications and as per directions of Engineer-in-chargeCum208.32208.32125.25FalseNoneNoneFalseNoneFalse26092.080
3073126104883Nonecode02Excavation for Structures : Earth 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 upto 1.5 m in ordinary/soft rock without blasting upto 1.5 m depth as per specifications and as per directions of Engineer-in-chargeCum256.48256.4883.5FalseNoneNoneFalseNoneFalse21416.080
3073127104883Nonecode03Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m as per specifications and as per directions of Engineer-in-chargeCum217.28217.28412.43FalseNoneNoneFalseNoneFalse89612.79040
3073128104883Nonecode04Granular Aggregates (100mm downsize) as per specifications and as per directions of Engineer-in-chargeCum1344.01344.027.15FalseNoneNoneFalseNoneFalse36489.60
3073129104883Nonecode05Granular Aggregates (40mm downsize) as per specifications and as per directions of Engineer-in-chargeCum1400.01400.078.24FalseNoneNoneFalseNoneFalse109536.00
3073130104883Nonecode06Granular Aggregates (20mm downsize) as per specifications and as per directions of Engineer-in-chargeCum1512.01512.011.21FalseNoneNoneFalseNoneFalse16949.520
3073131104883Nonecode07Providing 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 aggregates as per specifications and as per directions of Engineer-in-chargeCum6220.486220.484.72FalseNoneNoneFalseNoneFalse29360.66560
3073132104883Nonecode08Supplying & errection of RCC rings for well steining of 0.3 Mtr Depth using M-20 grade concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compacted including centering, from work and plastering for both faces with C.M 1:3 proportion as per design using 6.50mm M.S. coil at the rate of 25 Kgs/ring including cost of steel and fabrication, bailing out of water, errection etc., complete. For 3.00m dia (clear) rings of steining thickness 0.15m upto 18M depth as per specifications and as per directions of Engineer-in-chargeCum5185.45185.450.0FalseNoneNoneFalseNoneFalse259270.00
3073133104883Nonecode09Supplying & errection of RCC rings for well steining of 0.3 Mtr Depth using M-20 grade concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compacted including centering, formwork and plastering for both faces with C.M 1:3 proportion as per design using 6.50mm M.S. coil at the rate of 10 Kgs/ring including cost of steel and fabrication, bailing out of water, errection etc., complete. For 1.50m dia (clear) rings of steining thickness 0.075mm upto 18 M depth as per specifications and as per directions of Engineer-in-chargeEach1446.51446.57.0FalseNoneNoneFalseNoneFalse10125.50
3073134104883Nonecode10Providing and laying in Reinforced cement concrete for all Basement& surface level works, return walls, retaining walls, sunken floorsetc. The granite/trap/basalt crushed graded coarse aggregates andfine aggregates as per relevant IS Codes machine mixed with superplasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, costof all materials of quality, labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formworkto be paid separately)(M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates)as per specifications and as per directions of Engineer-in-chargeCum6684.166684.160.58FalseNoneNoneFalseNoneFalse3876.81280
3073135104883Nonecode11Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & superstructure 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 compactedusing 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) (M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates)as per specifications and as per directions of Engineer-in-chargeCum6923.546923.544.63FalseNoneNoneFalseNoneFalse32055.99020
3073136104883Nonecode12Providing 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)as per specifications and as per directions of Engineer-in-chargeKg103.04103.04254.45FalseNoneNoneFalseNoneFalse26218.5280
3073137104883Nonecode13Providing 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.Cum7499.527499.522.02FalseNoneNoneFalseNoneFalse15149.03040
3073138104883Nonecode14Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.as per specifications and as per directions of Engineer-in-chargeNo5574.245574.2452.0FalseNoneNoneFalseNoneFalse289860.480
3073139104883Nonecode15Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc.as per specifications and as per directions of Engineer-in-chargeNo2364.322364.3252.0FalseNoneNoneFalseNoneFalse122944.640
3073140104883Nonecode16Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testingand commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes andspecials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 110mm dia., 6 kg/sqcm & class 3 as per specifications and as per directions of Engineer-in-chargeMtr410.39410.39711.0FalseNoneNoneFalseNoneFalse291787.290
3073141104883Nonecode17Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testingand commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes andspecials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 90mm dia., 6 kg/sqcm & class 3 as per specifications and as per directions of Engineer-in-chargeMtr292.69292.69511.0FalseNoneNoneFalseNoneFalse149564.590
3073142104883Nonecode18Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3 (1 cement:3 fine sand) 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.Sqm348.32348.3220.25FalseNoneNoneFalseNoneFalse7053.480
3073143104883Nonecode19Earth Refilling for Pipeline :Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour completeas per specifications and as per directions of Engineer-in-chargeCum136.64136.64327.24FalseNoneNoneFalseNoneFalse44714.07360
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17104176740000NoneNoneELIGIBILITYThe bidders fulfilling all rules/conditions said in the tender document are eligible. Latest Circulars from Govt. are also applicable.None
17104176740000NoneNoneELIGIBILITYIt shall be responsibility of the bidder to ensure credit of tender processing fee (Non-Refundable) & E.M.D. into the respective receiving bank accounts of e-procurement on or before the last date & time of bid submission.None
17104176740000NoneNoneELIGIBILITYAs per tender Agreement clause 24.1, the successful tenderer shall submit the Security Deposit(Performance Security) infavour of Executive Engineer in the form of Bankers Cheque/DD/Pay order for an amount of equivalent to 5% of the contract price and also an additional security for unbalanced tender amount in the form of DD/FDR of any Nationalised Bank within 7 days of receipt of the letter of acceptance and shall enter into an agreement and the work shall be started within a week after agreement.None
17104176740000NoneNoneELIGIBILITYAll the documents pertaining to technical bid should be attested by the gazetted officer not less than the grade of District Level Officer. If not said bid shall be rejected and he should be able to produce the attested document at any time, if required.None
17104176740000NoneNoneELIGIBILITYThe contractor is supposed to purchase all required materials on his own for carrying out the work, and all the materials shall be tested for its quality prior to construction and its quality shall be of ISI standards.None
17104176740000NoneNoneELIGIBILITYE.M.D. shall be paid according to e-payment rules as said in e-procurement portal. Any tender without EMD will not be considered.E.M.D. validity shall be 45 days more than the scheduled date of the completion of project.None
17104176740000NoneNoneELIGIBILITYAn amount of 1% shall be deducted towards Labour cess from each of the running bill of the contractor.None
17104176740000NoneNoneELIGIBILITYTenders from joint ventures are not acceptable.None
17104176740000NoneNoneELIGIBILITYConditional tenders are subjected for rejection.None
17104176740000NoneNoneELIGIBILITYAcceptance/Cancellation of the works are reserved by undersigned without any reasons for the same.None
17104176740000NoneNoneELIGIBILITYDetails of machineries owned/heired as said in the tender document is to be certified by the gazetted officer/by the notary is to be submitted at the time of tender. If not such tender shall be rejected.None
17104176740000NoneNoneELIGIBILITYAll bidders shall upload the details of the following documents: i) Contractor Registration. ii) PAN. iii) TIN. iv) Works completed in last 5 years. v.)Valadity Electrical licence . vi) Details of minimum quantities of work done in one year. vii) Yearly turnover from last 5 years. viii) Present ongoing works. xi) Tener bid Capacity should be more than Tender amountNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneBanker DetailsNoneNone
NoneNoneNoneNoneSimilar nature of work done certifcate issued by not below the rank of Executive EngineerPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneFinancial Turnover Certificate.5yearsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneJoint Inspection Report by the Assistant Executive Engineer of the concerned work to be uploaded compulsorilyOthersJoint Inspection Report by the Assistant Executive Engineer of the concerned work to be uploaded compulsorily
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Joint Inspection Report by the Assistant Executive Engineer of the concerned work to be uploaded compulsorily
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Registration Certificate issued by PWDTrueTechnical Bid
Financial Turnover Certificate.5yearsTrueTechnical Bid
Work completed certificate for latest 5 years issued by not below the rank of Executive EngineerTrueTechnical Bid
Similar nature of work done certifcate issued by not below the rank of Executive EngineerTrueTechnical Bid
Contact Number and Communication AddressTrueTechnical Bid
Joint Inspection Report by the Assistant Executive Engineer of the concerned work to be uploaded compulsorilyTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone