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createdTs1721117875487
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tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd27750.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose06-08-2024 17:29:59
tenderQueryClose05-08-2024 17:00:00
technicalBidOpen07-08-2024 17:30:00
publishedDate23-07-2024 15:49:49
publishedByPostTMC_CO_HRPH
publishedByUserKPE12911 - ERAGUDI SHIVAKUMAR
bidValidityPeriod90
noOfCalls1
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denominationTypeRUPEES
denominationTypeTextRupees
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contactPersonG U M Sideshwara Swamy
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isTechWeightageAllowedNone
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isVariableEmdAllowedNone
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sampleSubmissionDateNone
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mobileNumber9448632417
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createdTs1721117875528
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createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/OW/WORK_INDENT21858
titleConstruction of Septic Tank to Community Toilet Behind Vaddaragudi And Construction Of Compound Wall to Hindu Burial Ground situated at Kottur Road in TMC Harapanahalli Limits
descriptionConstruction of Septic Tank to Community Toilet Behind Vaddaragudi And Construction Of Compound Wall to Hindu Burial Ground situated at Kottur Road in TMC Harapanahalli Limits
categoryWORKS
categoryTextWorks
ecv1110000.00
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2479
locationNameDMA Town Municipal Council Harapanahalli
provisionalAmount1110000.0
groupOverheadTotal169692.81
fileNumber02-SFC-2024-25
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17211178760000NoneNoneOther WorksConstruction of Septic Tank to Community Toilet Behind Vaddaragudi And Construction Of Compound Wall to Hindu Burial Ground situated at Kottur Road in TMC Harapanahalli Limits940307.19
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3533180127242Nonecode01Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. Common SR 2023-24 (V-1), I.No.1.16.2, Page No 9Cum654.15654.1534.048FalseNoneNoneFalseNoneFalse22272.49920
3533181127242Nonecode02Providing 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) Volume-I (Common SR 2023-24, I.No.2.1.3, P.No.15) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarseCum6288.456288.451.596FalseNoneNoneFalseNoneFalse10036.36620
3533182127242Nonecode03Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) Common SR 2023-24 (V-1) I.No.2.5.1, Page No.16Cum6961.56961.59.48FalseNoneNoneFalseNoneFalse65995.020
3533183127242Nonecode04As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Beam form works consider 20%Cum1392.31392.37.032FalseNoneNoneFalseNoneFalse9790.65360
3533184127242Nonecode05As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Slab form works consider 10%Cum696.15696.152.448FalseNoneNoneFalseNoneFalse1704.17520
3533185127242Nonecode06Filling 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 (V-1), I.No.1.9, Page No.7Cum279.3279.322.456FalseNoneNoneFalseNoneFalse6271.96080
3533186127242Nonecode07Supplying, 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 (Common SR 2023-24, I.No.2.11a, P.No.18)Tonne93929.8593929.851.185FalseNoneNoneFalseNoneFalse111306.872250
3533187127242Nonecode08Food Graded Water Proofing Membrane Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification. Common SR 2023-24 (V-2), I.No.15.6, Page No.150Sqm532.35532.3539.6FalseNoneNoneFalseNoneFalse21081.060
3533188127242Nonecode09Providing, fixing, applying of contraction joint with suitable type PVC water stopper of 230 mm width and 5 mm thick sealed with 12 mm x 25 mm gun grade polysulphide elastomeric joint sealant of FOSROC make (NITO seal MS 600) over a backer rod and high performance laminated closed cell polyethylene foam joint filler of suitable make (CAPCELLHD-100) in sheet foam having a density of 100 Kg / Cum, non staining with less than 1% water absorption, having 97% recovery at compression and as directed by Engineer-in-charge. Common SR 2023-24 (V-5), I.No.8.5, Page No.92Mtr630.0630.06.0FalseNoneNoneFalseNoneFalse3780.00
3533189127242Nonecode10Supply and fixing of SFRC machinhole cover (Medium Duty) made as per IS to suit existing damaged machinhole cover after removing the debries from inside and outside the existing machinhole etc. with all lead and lifts. Common SR 2023-24 (V-5), I.No.16.61.1, Page No 208Each953.4953.41.0FalseNoneNoneFalseNoneFalse953.40
3533190127242Nonecode11Providing, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DI flanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts. For double flanged CI pipes of 200mm dia. Common SR 2023-24 (V-5), I.No.7.6.2, Page No 208Mtr3160.53160.53.0FalseNoneNoneFalseNoneFalse9481.50
3533191127242Nonecode12Construction Of Compound To Hindu Burial GroundEach1.01.01.0FalseNoneNoneFalseNoneFalse1.00
3533192127242Nonecode13Earth work excavation for Foundation by manual means for all Buildings, Bridges, Retaining walls, Abutment Piers and such similar works as per drawing and technical Specifications, including setting out, providing shoring & strutting,barricading, caution lights, removal of stumps and other deleterious matter, 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& other appurtenances required to complete the work. Common SR 2023-24 (V-1), I.No.1.4.1, Page No.5Cum254.1254.161.585FalseNoneNoneFalseNoneFalse15648.74850
3533193127242Nonecode14Providing 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) Volume-I (Common SR 2023-24, I.No.2.1.3, P.No.15) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarseCum6288.456288.458.145FalseNoneNoneFalseNoneFalse51219.425250
3533194127242Nonecode15Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) Common SR 2023-24 (V-1) I.No.2.5.1, Page No.16Cum6961.56961.518.8871FalseNoneNoneFalseNoneFalse131482.546650
3533195127242Nonecode16Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Common SR 2023-24 (V-2), I.No.6.32, Page No.17Sqm1375.51375.5122.22FalseNoneNoneFalseNoneFalse168113.610
3533196127242Nonecode17PLASTERING :- Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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. Common SR 2023-24 (V-2), I.No.8.2.2, Page No.41Sqm292.95292.95244.44FalseNoneNoneFalseNoneFalse71608.6980
3533197127242Nonecode18As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Column form works consider 20%Cum1392.31392.32.7945FalseNoneNoneFalseNoneFalse3890.782350
3533198127242Nonecode19As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Beam form works consider 20%Cum1392.31392.34.6851FalseNoneNoneFalseNoneFalse6523.064730
3533199127242Nonecode20Filling 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 (V-1), I.No.1.9, Page No.7Cum279.3279.339.4984FalseNoneNoneFalseNoneFalse11031.903120
3533200127242Nonecode21Supplying, 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 (Common SR 2023-24, I.No.2.11a, P.No.18)Tonne93929.8593929.851.5488FalseNoneNoneFalseNoneFalse145478.551680
3533201127242Nonecode22Finishing 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 Common SR 2023-24 (V-2), I.No.8.29, Page No.46Sqm297.15297.15244.44FalseNoneNoneFalseNoneFalse72635.3460
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17211178760000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17211178760000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17211178760000NoneNoneELIGIBILITYBidders 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
17211178760000NoneNoneELIGIBILITYIt 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
17211178760000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17211178900000NoneNoneELIGIBILITYTerms and Condition has per Bid DocumentNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneValid PWD Contractor Registration CertificateCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneValid GST Registration CertificateCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneGST Registration
NoneNoneNoneNoneTo qualify for award of this contract each tenderer in its name should have in the last five years i.e.,2019-20 to 2023-24 achieved in at least two financial years a average minimum financial turnover of Rs 11.10 LakhsCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneTo qualify for award of this contract each tenderer in its name should have in the last five years in any one year Satisfactorily completed as prime contractor at least one Similar nature such as of value not less than Rs 5.55 Lakhs in range of EE or equal cadre in last five yearsCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneLiquid assets and or availability of credit facilities of no less than Rs 3.33Lakhs Credit lines/ letters of credit/ certificates from banks for meeting the fund requirement etc. Banker Certificate is in prescribed format provided in bid documentCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneIT Returns for the last five year 2019-20 to 2023-24Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Upload all other documents as per Bid Document and Eportal conditionsTrueTechnical Bid
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tenderAddressNone
tenderRecallDTONone