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version2
createdDateNone
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tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd30000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose08-08-2024 17:30:00
tenderQueryClose29-07-2024 11:00:00
technicalBidOpenNone
publishedDate27-07-2024 23:12:07
publishedByPostTP_CO_BGN
publishedByUserKPE16250 - SURESH G BABLAD
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denominationTypeTextRupees
retenderedYnNone
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contactPersonShilpa G. JE
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highestBidderSelectionFalse
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tenderSchedule
createdTs1722099559526
version4
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/RD/WORK_INDENT23640
titleP-1Development of Road at W.No. 05 (47 Mtr), W.No. 06 (40 Mtr), Development of Road (36 Mtr) Construction of CC Drain 52 Mtr & 1 CD at W.No. 07 in Bhayanagat TP Limits.
descriptionP-1Development of Road at W.No. 05 (47 Mtr), W.No. 06 (40 Mtr), Development of Road (36 Mtr) Construction of CC Drain 52 Mtr & 1 CD at W.No. 07 in Bhayanagat TP Limits.
categoryWORKS
categoryTextWorks
ecv1001855.00
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
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location2358
locationNameDMA Town Panchayat Bhagyanagar
provisionalAmount1200000.0
groupOverheadTotalNone
fileNumber15thF/TPB/2024-25
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17220995600000NoneNoneRoadsP-1Development of Road at W.No. 05 (47 Mtr), W.No. 06 (40 Mtr), Development of Road (36 Mtr) Construction of CC Drain 52 Mtr & 1 CD at W.No. 07 in Bhayanagat TP Limits. (W.No. 05)331973.76
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3635605132238Nonecode01Earth 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.(Vol I Page No. 08, Item No. 1.12)Cum99.7599.7532.9FalseNoneNoneFalseNoneFalse3281.7750
3635606132238Nonecode02Construction 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 III Page no: 17 item no: 3.6)Cum517.65517.6559.925FalseNoneNoneFalseNoneFalse31020.176250
3635607132238Nonecode03Construction 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 III Page No23, Item No. 4.1(V))Cum2611.352611.3525.85FalseNoneNoneFalseNoneFalse67503.39750
3635608132238Nonecode04Providing, 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. (Vol III Page No.26, Item No. 4.17)Cum2686.952686.9525.85FalseNoneNoneFalseNoneFalse69457.65750
3635609132238Nonecode05Providing 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.( Vol III Page no: 31 item no: 5.1 A)Sqm43.0543.05258.5FalseNoneNoneFalseNoneFalse11128.4250
3635610132238Nonecode06Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the requiredgrade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired ompaction(Vol III Page no: 32 item no: 5.6C)Cum7835.17835.112.925FalseNoneNoneFalseNoneFalse101268.66750
3635611132238Nonecode07Providing 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 broom (Vol III Page no 31 , Item no 5.3)Sqm12.612.6258.5FalseNoneNoneFalseNoneFalse3257.10
3635612132238Nonecode08Mix Seal Surface (MSS) using 8% Waste Plastic Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using VG-30 Bitumen (with addition of processed waste plastic of Up to 8 % Replaced by weight of bitumen) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheel Roller and finishing to required level and grades as per Morth Technical Specification. PWD SR2023-24 (Vol III Page no:154 item no.16.37)Sqm174.3174.3258.5FalseNoneNoneFalseNoneFalse45056.550
17220995600000NoneNoneRoadsP-1Development of Road at W.No. 05 (47 Mtr), W.No. 06 (40 Mtr), Development of Road (36 Mtr) Construction of CC Drain 52 Mtr & 1 CD at W.No. 07 in Bhayanagat TP Limits. (W.No. 06)333920.37
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3635613132239Nonecode01Earth 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.(Vol I Page No. 08, Item No. 1.12)Cum99.7599.7588.8FalseNoneNoneFalseNoneFalse8857.80
3635614132239Nonecode02Construction 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 III Page no: 17 item no: 3.6)Cum517.65517.6555.8FalseNoneNoneFalseNoneFalse28884.870
3635615132239Nonecode03Construction 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 III Page No23, Item No. 4.1(V))Cum2611.352611.3524.0FalseNoneNoneFalseNoneFalse62672.40
3635616132239Nonecode04Providing, 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. (Vol III Page No.26, Item No. 4.17)Cum2686.952686.9536.0FalseNoneNoneFalseNoneFalse96730.20
3635617132239Nonecode05Providing 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.( Vol III Page no: 31 item no: 5.1 A)Sqm43.0543.05220.0FalseNoneNoneFalseNoneFalse9471.00
3635618132239Nonecode06Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the requiredgrade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired ompaction(Vol III Page no: 32 item no: 5.6C)Cum7835.17835.111.0FalseNoneNoneFalseNoneFalse86186.10
3635619132239Nonecode07Providing 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 broom (Vol III Page no 31 , Item no 5.3)Sqm12.612.6220.0FalseNoneNoneFalseNoneFalse2772.00
3635620132239Nonecode08Mix Seal Surface (MSS) using 8% Waste Plastic Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using VG-30 Bitumen (with addition of processed waste plastic of Up to 8 % Replaced by weight of bitumen) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheel Roller and finishing to required level and grades as per Morth Technical Specification. PWD SR2023-24 (Vol III Page no:154 item no.16.37)Sqm174.3174.3220.0FalseNoneNoneFalseNoneFalse38346.00
17220995600000NoneNoneRoadsP-1Development of Road at W.No. 05 (47 Mtr), W.No. 06 (40 Mtr), Development of Road (36 Mtr) Construction of CC Drain 52 Mtr & 1 CD at W.No. 07 in Bhayanagat TP Limits. (W.No. 07)335960.87
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3635621132240Nonecode01Earth 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.(Vol I Page No. 08, Item No. 1.12)Cum99.7599.7538.88FalseNoneNoneFalseNoneFalse3878.280
3635622132240Nonecode02Construction 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 III Page no: 17 item no: 3.6)Cum517.65517.6537.8FalseNoneNoneFalseNoneFalse19567.170
3635623132240Nonecode03Construction 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 III Page No23, Item No. 4.1(V))Cum2611.352611.3514.4FalseNoneNoneFalseNoneFalse37603.440
3635624132240Nonecode04Providing, 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. (Vol III Page No.26, Item No. 4.17)Cum2686.952686.9514.4FalseNoneNoneFalseNoneFalse38692.080
3635625132240Nonecode05Providing 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.( Vol III Page no: 31 item no: 5.1 A)Sqm43.0543.05135.0FalseNoneNoneFalseNoneFalse5811.750
3635626132240Nonecode06Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the requiredgrade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired ompaction(Vol III Page no: 32 item no: 5.6C)Cum7835.17835.16.75FalseNoneNoneFalseNoneFalse52886.9250
3635627132240Nonecode07Providing 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 broom (Vol III Page no 31 , Item no 5.3)Sqm12.612.6135.0FalseNoneNoneFalseNoneFalse1701.00
3635628132240Nonecode08Mix Seal Surface (MSS) using 8% Waste Plastic Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using VG-30 Bitumen (with addition of processed waste plastic of Up to 8 % Replaced by weight of bitumen) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheel Roller and finishing to required level and grades as per Morth Technical Specification. PWD SR2023-24 (Vol III Page no:154 item no.16.37)Sqm174.3174.3135.0FalseNoneNoneFalseNoneFalse23530.50
3635629132240Nonecode09Earth 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.Cum254.1254.133.67FalseNoneNoneFalseNoneFalse8555.5470
3635630132240Nonecode10Providing 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) 2.1.2 Mix 1:4:8 Using 40 mm nominal size graded crushed coarseaggregatesCum5947.25947.24.35FalseNoneNoneFalseNoneFalse25870.320
3635631132240Nonecode11Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 2.3.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregateCum6639.156639.1510.12FalseNoneNoneFalseNoneFalse67188.1980
3635632132240Nonecode12Addendum-I , Additionalities for Formwork, Centering & Scaffolding S.N.4 35% P.N. 111Cum2323.72323.710.12FalseNoneNoneFalseNoneFalse23515.8440
3635633132240Nonecode13Supplying, 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.t82961.5582961.550.3FalseNoneNoneFalseNoneFalse24888.4650
3635634132240Nonecode14Refilling 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 complete as per specificationsCum168.0168.013.52FalseNoneNoneFalseNoneFalse2271.360
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17220995600000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17220995600000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17220995600000NoneNoneELIGIBILITYBidders 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
17220995600000NoneNoneELIGIBILITYIt 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
17220995600000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17220995600000NoneNoneELIGIBILITYDepartment Registration DetailsNone
17220995600000NoneNoneELIGIBILITYTotal value of civl engineering works executed and payments received in the last five years (year-wise)None
17220995600000NoneNoneELIGIBILITYList of existing commitments and ongoing workNone
17220995600000NoneNoneELIGIBILITYList of works for which tenders already submittedNone
17220995600000NoneNoneELIGIBILITYBanker DetailsNone
17220995670000NoneNoneELIGIBILITYAll terms and Conditions as per Bid DocumentsNone
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
PWD Registration CertificateTrueTechnical Bid
b Satisfactorily completed as prime contractor, at least one similar nature of work to an extent 50percent cost of the Road & CC Drain Works value not less than Rs 5.01 LakhsTrueTechnical Bid
Principal place of businessTrueTechnical Bid
List of Existing commitments & ongoing worksTrueTechnical Bid
GST & PAN CARDTrueTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
RoadsKoppalaKoppalaNoneNoneW.No. 05NoneNoneNoneNoneNoneNone
RoadsKoppalaKoppalaNoneNoneW.No. 06NoneNoneNoneNoneNoneNone
RoadsKoppalaKoppalaNoneNoneW.No. 07NoneNoneNoneNoneNoneNone
tenderAddressNone
tenderRecallDTONone