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tenderFee910.00
emd74000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose10-09-2024 16:30:00
tenderQueryClose31-08-2024 11:00:00
technicalBidOpen11-09-2024 16:35:00
publishedDate27-08-2024 08:27:32
publishedByPostDMA_EE1_CC_TUM
publishedByUserKPE13729 - VINAY KUMAR B G
bidValidityPeriod90
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createdTs1724679102518
version4
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tenderNumberDMA/2024-25/RD/WORK_INDENT27845
titleImprovent of road and Construction of Humps (HRPC) at 5th cross Vidya nagar at ward no 21 under TCC limits, Construction of drain at Bhagirathanagar main road and 2nd cross ward no 23 under TCC limits Improvement of road connecting from 60 feet Amazon office ti Geddalahalli main road at ward no 30 Saprthagiri badavane under TCC limits
descriptionImprovent of road and Construction of Humps (HRPC) at 5th cross Vidya nagar at ward no 21 under TCC limits, Construction of drain at Bhagirathanagar main road and 2nd cross ward no 23 under TCC limits Improvement of road connecting from 60 feet Amazon office ti Geddalahalli main road at ward no 30 Saprthagiri badavane under TCC limits
categoryWORKS
categoryTextWorks
ecv3617261.69
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2167
locationNameDMA City Corporation Tumakuru
provisionalAmount4300000.0
groupOverheadTotalNone
fileNumberTCC/TS/TENDER/CR/01/2023-24/15
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17246791030000NoneNoneRoadsImprovent of road and Construction of Humps (HRPC) at 5th cross Vidya nagar at ward no 21 under TCC limits, Construction of drain at Bhagirathanagar main road and 2nd cross ward no 23 under TCC limits Improvement of road connecting from 60 feet Amazon office ti Geddalahalli main road at ward no 30 Saprthagiri badavane under TCC limits3617261.69
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3859481147661Nonedma01Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.Cum110.3110.3195.0FalseNoneNoneFalseNoneFalse21508.50
3859482147661Nonedma02Providing, 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.Cum2687.02687.0130.0FalseNoneNoneFalseNoneFalse349310.00
3859483147661Nonedma03Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning with mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical meansSqm55.755.71300.0FalseNoneNoneFalseNoneFalse72410.00
3859484147661Nonedma04Providing 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 required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compactionCum7835.17835.165.0FalseNoneNoneFalseNoneFalse509281.50
3859485147661Nonedma05Tack 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 broomSqm12.612.61300.0FalseNoneNoneFalseNoneFalse16380.00
3859486147661Nonedma06Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.Cum10659.610659.633.4FalseNoneNoneFalseNoneFalse356030.640
3859487147661Nonedma07Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 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 workCum8631.08631.01.28FalseNoneNoneFalseNoneFalse11047.680
3859488147661Nonedma08Providing 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. (The cost of steel reinforcement & formwork to be paid separately)Cum6601.46601.40.43FalseNoneNoneFalseNoneFalse2838.6020
3859489147661Nonedma09KProviding 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 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.Cum309.8309.83.77FalseNoneNoneFalseNoneFalse1167.9460
3859490147661Nonedma10Construction 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. 300-2Cum517.7517.718.0FalseNoneNoneFalseNoneFalse9318.60
3859491147661Nonedma11Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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.Cum275.1275.140.5FalseNoneNoneFalseNoneFalse11141.550
3859492147661Nonedma12PVC pipes of 8kg/cm2 for 200mm(6.633)Cum983.85983.8545.0FalseNoneNoneFalseNoneFalse44273.250
3859493147661Nonedma13Constructing brick masonry chamber of internal dimension 450x450mm 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 coverCum4447.84447.85.0FalseNoneNoneFalseNoneFalse22239.00
3859494147661Nonedma14Conveying the new CI or RCC Machinehole frame and cover of 2 CMTS from divisional stores to the workspot and fixing the same in cement concrete and removing the old frame and cover and conveying back the old ones to stores.Cum424.2424.25.0FalseNoneNoneFalseNoneFalse2121.00
3859495147661Nonedma15Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 mCum254.1254.1323.89FalseNoneNoneFalseNoneFalse82300.4490
3859496147661Nonedma16Providing 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 40 mm nominal size graded crushed coarse aggregates.Cum6288.456288.4534.87FalseNoneNoneFalseNoneFalse219278.25150
3859497147661Nonedma17Providing 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Cum6639.156639.1578.94FalseNoneNoneFalseNoneFalse524094.5010
3859498147661Nonedma18Formwork Addendum I Percentage Additionalities for Formwork,Centering & Scaffolding Consider 35% of item concrete rate for Drain walls(rate=6323*35%)Cum2323.72323.778.94FalseNoneNoneFalseNoneFalse183432.8780
3859499147661Nonedma19Supplying, 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,All other type of structures.Tonne82961.5582961.554.18FalseNoneNoneFalseNoneFalse346779.2790
3859500147661Nonedma20Filling 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.Cum279.3279.3110.42FalseNoneNoneFalseNoneFalse30840.3060
3859501147661Nonedma21Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.Sqm974.4974.429.7FalseNoneNoneFalseNoneFalse28939.680
3859502147661Nonedma22Labour charges for attending to repairs to the PVC pipes by earth work excavation cutting the old pipe installation and jointing of new pipes to the existing old pipe to the depth and line, level and perfect linking at joints including encasing the pipes alround to a depth of not less than 15cms with earth available including cost of all labour,hire charge of equipment,refilling the excavated trenches compacting,finishing neatly by giving satisfactory hydraulic test etc.,complete For 63mm (0.075) to 315mm(0.787):Mtr348.6348.620.0FalseNoneNoneFalseNoneFalse6972.00
3859503147661Nonedma23PVC pipe - OD 110mm and 6 Kg/sqcmMtr267.75267.7518.0FalseNoneNoneFalseNoneFalse4819.50
3859504147661Nonedma24PVC pipe - OD 75mm and 6 Kg/sqcmMtr129.15129.1516.0FalseNoneNoneFalseNoneFalse2066.40
3859505147661Nonedma25PVC pipe - OD 25mm and 10 Kg/sqcmMtr24.1524.1549.0FalseNoneNoneFalseNoneFalse1183.350
3859506147661Nonedma26Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separatelyCum591.15591.1565.6FalseNoneNoneFalseNoneFalse38779.440
3859507147661Nonedma27Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment constructionCum110.25110.2582.0FalseNoneNoneFalseNoneFalse9040.50
3859508147661Nonedma28Providing, 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.Cum2686.952686.9582.0FalseNoneNoneFalseNoneFalse220329.90
3859509147661Nonedma29Providing 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.Sqm43.0543.05656.0FalseNoneNoneFalseNoneFalse28240.80
3859510147661Nonedma30Providing 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 required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compactionCum7835.17835.132.8FalseNoneNoneFalseNoneFalse256991.280
3859511147661Nonedma31Tack 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 broomSqm12.612.6656.0FalseNoneNoneFalseNoneFalse8265.60
3859512147661Nonedma32Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.Cum10659.610659.616.4FalseNoneNoneFalseNoneFalse174817.440
3859513147661Nonedma33Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 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.Cum8631.08631.00.96FalseNoneNoneFalseNoneFalse8285.760
3859514147661Nonedma34Providing 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Cum6639.156639.150.64FalseNoneNoneFalseNoneFalse4249.0560
3859515147661Nonedma35Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry 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.Sqm267.75267.759.18FalseNoneNoneFalseNoneFalse2457.9450
3859516147661Nonedma36Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. completeSet2009.72009.73.0FalseNoneNoneFalseNoneFalse6029.10
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17246791030000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17246791030000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17246791030000NoneNoneELIGIBILITYBidders 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
17246791030000NoneNoneELIGIBILITYIt 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
17246791030000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17246791180000NoneNoneELIGIBILITYAll terms and condition as per tender documentsNone
17246791260000NoneNoneELIGIBILITYPWD Registration Certificate with validity period should be submit.None
17246791330000NoneNoneELIGIBILITYAnnual Turnover of Five Years 2019-20 to 2023-24 certificate from CA with Valid UDIN No to be furnishedNone
17246791430000NoneNoneELIGIBILITYSubmitted similar nature Work done certificate should include E-procurement indent 2019-20 to 2023-24None
17246791520000NoneNoneELIGIBILITYThe earnest money deposits will be forfeited if the documents submitted by the tenderer found to be misleading /forged or fake .None
17246791620000NoneNoneELIGIBILITYTenderer must submit GST certificate and PAN cardNone
17246791830000NoneNoneELIGIBILITYAchieved at least two financial years turnover of Rs. 36.17lakhs In last five yearsNone
17246792040000NoneNoneELIGIBILITYsatisfactory completion as a prime contractor for at least one similar work to an extent of Rs. 18.08 lakhs in last five yearNone
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
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
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
NoneNoneNoneNoneProposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached)NoneNone
NoneNoneNoneNoneSubmitted similar nature Work done certificate should include E-procurement indent 2019-20 to 2023-24Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Submit GST certificate and PAN cardTrueTechnical Bid
PWD Registration CertificateTrueTechnical Bid
Annual Turnover CertificateTrueTechnical Bid
WORKDONE CERTIFICATETrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone