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noticeInvitingTenderDTO
createdTs1725006389902
version2
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tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee5000.00
emd686000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose06-09-2024 16:30:00
tenderQueryClose02-09-2024 16:30:00
technicalBidOpen09-09-2024 16:40:00
publishedDate30-08-2024 16:22:18
publishedByPostBBMP_EE_GOV_WEST
publishedByUserKPE12814 - PRAKASH K S
bidValidityPeriod90
noOfCalls1
preBidMeetingDate02-09-2024 16:30:00
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contactPersonPrakash K S
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bgValidityPeriodNone
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isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08022975725
mobileNumber7899225559
tenderSupplierListNone
tenderSchedule
createdTs1725006389932
version4
createdDateNone
modifiedDateNone
tenderNumberBBMP/2024-25/OW/WORK_INDENT3801
titleConstruction of Rain water harvesting and recharge pits and improvements of roads footpath drains in Govindarajanagara Constituency
descriptionConstruction of Rain water harvesting and recharge pits and improvements of roads footpath drains in Govindarajanagara Constituency
categoryWORKS
categoryTextWorks
ecv68522024.70
deptNameBruhat Bengaluru Mahanagara Palike
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location874
locationNameBBMP Govindrajnagar West
provisionalAmount80000000.0
groupOverheadTotalNone
fileNumberEE/GRN/TN/GL-04-02/2024-25
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17250063900000NoneNoneOther WorksConstruction of Rain water harvesting and recharge pits and improvements of roads footpath drains in Govindarajanagara Constituency68522024.7
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3885307149267Nonecode01Removing and refixing Drain Cover slabs (B S Slab and RCC slab) and pointing in CM (1:3) as directed by the Engineer in Charge of the work (excluding GST and Area Leading ChargesSqm235.0235.06080.69FalseNoneNoneFalseNoneFalse1428962.150
3885308149267Nonecode02Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Cement Concrete Grade M-15 & M-20Cum790.9790.965.53FalseNoneNoneFalseNoneFalse51827.6770
3885309149267Nonecode03Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Stone Masonry Rubble stone masonry in cement mortar.Cum671.0671.0185.23FalseNoneNoneFalseNoneFalse124289.330
3885310149267Nonecode04Earth 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.Cum266.2266.22845.39FalseNoneNoneFalseNoneFalse757442.8180
3885311149267Nonecode05Providing 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 aggregatesCum6838.76838.72020.58FalseNoneNoneFalseNoneFalse13818140.4460
3885312149267Nonecode06Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with Centering.Cum9389.659389.65322.58FalseNoneNoneFalseNoneFalse3028913.2970
3885313149267Nonecode07Supplying, 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.h. All other type of structurest86912.186912.127.922FalseNoneNoneFalseNoneFalse2426759.65620
3885314149267Nonecode08Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm 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 specificationsSqm1354.11354.1198.0FalseNoneNoneFalseNoneFalse268111.80
3885315149267Nonecode09Providing and fixing RCC precast cover slab of 10 cm thick for drain in cement concrete M20 using graded granite jelly 20mm and down size with steel reinforcement, including formwork, lift charges, curing and concrete finished surfaces on both sides etc., complete as per drawing and directions of engineer-in-charge.Data rateSqm2072.02072.0825.3FalseNoneNoneFalseNoneFalse1710021.60
3885316149267Nonecode10Providing and fixing RCC precast cover slab of 23 cm thick for drain in cement concrete M20 using graded granite jelly 20mm and down size with steel reinforcement, including formwork, lift charges, curing and concrete finished surfaces on both sides etc., complete as per drawing and directions of engineer-in-charge.Data rate - Data rateSqm5037.05037.0168.0FalseNoneNoneFalseNoneFalse846216.00
3885317149267Nonecode11Removing & Resetting of Kerb Stones - DATA RATESqm118.0118.02550.0FalseNoneNoneFalseNoneFalse300900.00
3885318149267Nonecode12Removing & Resetting of Cobble Stone - DATA RATESqm380.0380.0156.0FalseNoneNoneFalseNoneFalse59280.00
3885319149267Nonecode13Providing and fixing pre cast solid cement concrete kerb stones made out of M20 with top and bottom width 114 and 165 mm respectively, 400mm high and 450mm in length finished with CM 1:3 plastering and finishing cutting including formwork, curing, including cost of materials, labour charges of machinery, loading and unloading, lead and lift, transportation ete.,complete as directed by the Engineer in Charge of the work (excluding GST and Area Leading Charges)Nos325.0325.05491.0FalseNoneNoneFalseNoneFalse1784575.00
3885320149267Nonecode14Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfacesSqm119.9119.91843.4FalseNoneNoneFalseNoneFalse221023.660
3885321149267Nonecode15Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, 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 of machinery & other appurtenances required to complete the work.Cum71.571.5615.06FalseNoneNoneFalseNoneFalse43976.790
3885322149267Nonecode16Wet 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 uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Cum2633.42633.4754.09FalseNoneNoneFalseNoneFalse1985820.6060
3885323149267Nonecode17Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means.Sqm48.448.43097.7FalseNoneNoneFalseNoneFalse149928.680
3885324149267Nonecode18Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broomSqm13.213.227050.0FalseNoneNoneFalseNoneFalse357060.00
3885325149267Nonecode19Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 505 complete in all respects. Dense Graded Bituminous Macadam Grading - II for traffic LESS THAN 20 MSACum10877.910877.9129.04FalseNoneNoneFalseNoneFalse1403684.2160
3885326149267Nonecode20Bituminous Concrete Grading II Using waste plastic Providing and laying Bituminous Concrete with not less than 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.78% Bitumen and waste plastic 8% of Bitumen of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respectsCum11740.311740.31082.0FalseNoneNoneFalseNoneFalse12703004.60
3885327149267Nonecode21Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.Sqm525.8525.81087.0FalseNoneNoneFalseNoneFalse571544.60
3885328149267Nonecode22Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, 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 of & other appurtenances required to complete the workIn all kinds of soils upto 300 mm depth..Item No.1.12,Page No.8, Vol I CSR 23-24Cum104.5104.5632.25FalseNoneNoneFalseNoneFalse66070.1250
3885329149267Nonecode23Providing 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.Sqm7707.77707.71884.0FalseNoneNoneFalseNoneFalse14521306.80
3885330149267Nonecode24Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tonscompaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its finallevel , including cost of materials, labour and Usage charges of machinery complete as per specificationsCum880.0880.01403.0FalseNoneNoneFalseNoneFalse1234640.00
3885331149267Nonecode25Earth 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 Depth exceeding 3m, but not exceeding 4.5m Vol-1. PWDSR 2023-24,Pg.no-09, It.no-1.16.3Sqm782.1782.1610.42FalseNoneNoneFalseNoneFalse477409.4820
3885332149267Nonecode26RCC Perforated rings - 1200 mmx1250 mm BWSSB 2023-24,Pg.no..A-45,Each7700.07700.0450.0FalseNoneNoneFalseNoneFalse3465000.00
3885333149267Nonecode27RCC Perforated rings - 900 mmx1100 mm BWSSB 2023-24,Pg.no..A-45,Each4950.04950.0225.0FalseNoneNoneFalseNoneFalse1113750.00
3885334149267Nonecode28Providing 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 Vol-1. PWDSR 2023-24,Pg.no-15, It.no-2.2.3Cum6969.66969.632.4FalseNoneNoneFalseNoneFalse225815.040
3885335149267Nonecode29Supply, Fabricator, Painting and Fixing of Mild Steel items such as Horizontal and Vertical gratings, Flower baskets, cycle stands, Tree guards, Edge Angles, Bollards, Grills for Property edge/ Medains etc and any other items as specified in drawings or as approved by Engineer incharge (data rate)Kgs228.3228.313633.33FalseNoneNoneFalseNoneFalse3112489.2390
3885336149267Nonecode30Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Vol-2. PWDSR 2023-24,Pno.175.ItNo.17.1Cum1102.21102.250.87FalseNoneNoneFalseNoneFalse56068.9140
3885337149267Nonecode31Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Vol-2. PWDSR 2023-24,Pno.175.ItNo.17.2Cum1304.61304.650.87FalseNoneNoneFalseNoneFalse66365.0020
3885338149267Nonecode32Supplying, filling, spreading &leveling coarse sand of size range 1.5mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. Vol-2. PWDSR 2023-24,Pno.175.ItNo.17.3Cum1311.21311.250.87FalseNoneNoneFalseNoneFalse66700.7440
3885339149267Nonecode33Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Vol-2. PWDSR 2023-24,Pno.175.ItNo.17.4Cum1472.91472.950.87FalseNoneNoneFalseNoneFalse74926.4230
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17250063910000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17250063910000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17250063910000NoneNoneELIGIBILITYBidders 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
17250063910000NoneNoneELIGIBILITYIt 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
17250063910000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17250064070000NoneNoneELIGIBILITYALL TERMS AND CONDITIONS AS PER KW-4 BID DOCUMENTNone
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
NoneNoneNoneNoneAs per KW-4 tender document clause no: A General 3.2Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Relevant Document
NoneNoneNoneNoneAs per KW-4 tender document clause no: A General 3.2(b, c) 1.6(a) & 3.6Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Relevant Document
NoneNoneNoneNoneAs per KW-4 tender document clause no: A General 3.2(a) & 1.6 (b)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Relevant Document
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
CONTRACTOR LICENSE COPYTrueTechnical Bid
SIMILAR NATURE OF WORK DONETrueTechnical Bid
Annual Turnover CertificateTrueTechnical Bid
BID CAPACITYTrueTechnical Bid
LINE OF CREDITTrueTechnical Bid
tenderWorkLocationList
tenderAddress
createdTs1725006734000
version0
createdDateNone
modifiedDateNone
blockNumberOffice of the Executive Engineer, Govindarajangara Division, 2nd Floor, Shakthi Soudha, 13th Cross Road, 4th B Main Road, M.C.Layout, Vijayanagara
streetNone
cityBangalore
stateKarnataka
pin560040
tenderRecallDTONone