createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1721887032719
version2
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd20500.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose07-08-2024 17:28:59
tenderQueryClose31-07-2024 11:28:48
technicalBidOpenNone
publishedDate25-07-2024 11:30:57
publishedByPostDMA_EE1_CC_MYS
publishedByUserKPE13419 - B NAGARAJ
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonKousalya
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber9036869654
tenderSupplierListNone
tenderSchedule
createdTs1721887032776
version4
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/OW/WORK_INDENT22914
titleConstruction of drain and footpath park in ashoka main road 18th west cross roads 19th cross roads ward no.26
descriptionConstruction of drain and footpath park in ashoka main road 18th west cross roads 19th cross roads ward no.26
categoryWORKS
categoryTextWorks
ecv819364.48
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2163
locationNameDMA City Corporation Mysuru
provisionalAmount820000.0
groupOverheadTotalNone
fileNumberMCC/EE/E/TN-14/02
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17218870330000NoneNoneOther WorksConstruction of drain and footpath park in ashoka main road 18th west cross roads 19th cross roads ward no.26819364.48
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3612375131311Nonecode1.12Earth 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. In all kinds of soils upto 300 mm depth ((Common SR (Volume -1)-2023-24, Item No.1.12, Page No. 6)Cum117.7117.721.0FalseNoneNoneFalseNoneFalse2471.70
3612376131311Nonecode1.14.1Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (Common SR (Volume -1)-2023-24 Item No.1.14.1, Page No.8)Cum126.37126.3749.68FalseNoneNoneFalseNoneFalse6278.06160
3612377131311Nonecode3.1Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (SR 2023-24, Volume -111, Item No.3.1 Page No. 17)Cum105.31105.3170.68FalseNoneNoneFalseNoneFalse7443.31080
3612378131311Nonecode6.1Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.((ROADS & BRIDES (Volume-3) SR 2023-24, Item No.6.1 Page No.49)Cum6095.886095.8818.0FalseNoneNoneFalseNoneFalse109725.840
3612379131311Nonecode8.42.7Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 300 x 300 x 150 mm Kerb Stone ( Item no-8.42.7 PAGE NO 74) (S.R-2023-2024 volume-3)Sqm465.86465.8650.0FalseNoneNoneFalseNoneFalse23293.00
3612380131311Nonecode8.10Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces( ROADS & BRIDES (Volume-3)2023-24 Item No 8.10,Page 66)Sqm135.05135.0515.0FalseNoneNoneFalseNoneFalse2025.750
3612381131311Nonecode6.8.1Providing and laying 60mm thick factory made precast M-30grade Cement Concrete Paver Block as per IRC SP 63:2018 &IS 15658 for Cycle Tracks & Pedestrian Footpaths of approvedshape and colour, laid in required pattern and including over30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge (WMM/WBM Base to be paid separately if necessary asper relevant technical specification) (, It no-6.8.1) (S.R-2023-2024 volume-III)Sqm1323.251323.25120.0FalseNoneNoneFalseNoneFalse158790.00
3612382131311Nonecode2.1.2Providing 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Common SR (Volume -1)-2023-24 Item No.2.1.2, Page No. 15)Cum7017.697017.698.46FalseNoneNoneFalseNoneFalse59369.65740
3612383131311Nonecode2.4.2Providing 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 (Common SR (Volume -1)-2023-24 Item No.2.4.2, Page No.16)Cum7834.197834.198.46FalseNoneNoneFalseNoneFalse66277.24740
3612384131311Nonecode2.4.2Providing 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 (Common SR (Volume -1)-2023-24 Item No.2.4.2, Page No.16)Cum8225.98225.923.88FalseNoneNoneFalseNoneFalse196434.4920
3612385131311Nonecode2.11hSupplying, 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(Common SR (Volume -1)-2023-24 Item No.2.11.h, Page No.18)Tonne97894.6297894.621.49FalseNoneNoneFalseNoneFalse145862.98380
3612386131311Nonecode17.12Providing 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. . ( Building SR (Volume -2)-2023-24 Item No.17.12, Page No. 152)Sqm1149.791149.7936.0FalseNoneNoneFalseNoneFalse41392.440
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17218870360000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17218870360000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17218870360000NoneNoneELIGIBILITYBidders 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
17218870360000NoneNoneELIGIBILITYIt 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
17218870360000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17218870360000NoneNoneELIGIBILITYDepartment Registration DetailsNone
17218870360000NoneNoneELIGIBILITYTotal value of civl engineering works executed and payments received in the last five years (year-wise)None
17218870360000NoneNoneELIGIBILITYList of existing commitments and ongoing workNone
17218870360000NoneNoneELIGIBILITYList of works for which tenders already submittedNone
17218870360000NoneNoneELIGIBILITYBanker DetailsNone
17218870430000NoneNoneELIGIBILITYWITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORKNone
17218870490000NoneNoneELIGIBILITYOTHER CONDITIONS APPLY ACCORDING TO KW-1 DOCUMENTNone
17218870540000NoneNoneELIGIBILITYAll Item rate Inclusive of GSTNone
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
UDIN Number should be mention in Annual turnover certificateTrueTechnical Bid
PWD Registration CertificateTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone