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noticeInvitingTenderDTO
createdTs1716031930465
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tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
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taxTypeINCLUSIVE_TAX
tenderFee500.00
emd17000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose03-06-2024 17:00:00
tenderQueryClose24-05-2024 17:30:00
technicalBidOpen05-06-2024 10:30:00
publishedDate18-05-2024 17:53:37
publishedByPostCMC_MCOM_CNP
publishedByUserKPE13446 - C PUTTASWAMY
bidValidityPeriod90
noOfCalls4
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denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnTrue
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contactPersonJAYANNA M R
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version25
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tenderNumberDMA/2023-24/BD/WORK_INDENT7415/CALL-4
titleConstruction of Urinals At Hindu Burial Ground Thittamaranahalli road AND Near Court Premises BM Road AND Near Travelers Bungalow BM Road AND Near Ganapathi Temple Sathnur Road In CMC Limits
descriptionConstruction of Urinals At Hindu Burial Ground Thittamaranahalli road AND Near Court Premises BM Road AND Near Travelers Bungalow BM Road AND Near Ganapathi Temple Sathnur Road In CMC Limits
categoryWORKS
categoryTextWorks
ecv766931.33
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2386
locationNameDMA City Municipal Council Channapattna
provisionalAmount768000.0
groupOverheadTotal117002.0
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tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17160319310000NoneNoneBuildingsConstruction of Urinals At Hindu Burial Ground Thittamaranahalli road AND Near Court Premises BM Road AND Near Travelers Bungalow BM Road AND Near Ganapathi Temple Sathnur Road In CMC Limits649929.33
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3138599107872Nonecode01Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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. (PWD Comman SR 2023-24, Item no. 1.17.1, Page No.10)Cum269.86269.8671.52FalseNoneNoneFalseNoneFalse19300.38720
3138600107872Nonecode02Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work (PWD SR Vol 3, 2023-24, Item no. 3.1, Page No.17)Cum87.5587.5571.52FalseNoneNoneFalseNoneFalse6261.5760
3138601107872Nonecode03Providing 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 (PWD SR Vol-01, 2023-24, Item no. 2.1.2, Page No.15)Cum5275.665275.662.61FalseNoneNoneFalseNoneFalse13769.47260
3138602107872Nonecode04Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR Vol-02, 2023-24, Item no.5.2, Page No.9)Cum5672.215672.218.64FalseNoneNoneFalseNoneFalse49007.89440
3138603107872Nonecode05Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR Vol-02, 2023-24, Item no.5.4, Page No.9)Cum5474.455474.452.16FalseNoneNoneFalseNoneFalse11824.8120
3138604107872Nonecode06Refilling 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 specifications. (PWD Vol-1 SR 2023-24, Item no. 1.10, Page No.7)Cum164.8164.82.88FalseNoneNoneFalseNoneFalse474.6240
3138605107872Nonecode07Providing and laying Cement concrete pavement with 1:2:4 for commercial & residential building floors, hardpaths, footpaths using 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size, including finishing complete as per Engineer incharge. (PWD SR Vol-02, 2023-24, Item no. 9.4, Page No.59)Cum6865.986865.985.39FalseNoneNoneFalseNoneFalse37007.63220
3138606107872Nonecode08Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes 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. (PWD Vol-02 SR 2023-24, Item no. 6.7, Page No.13)Cum7108.037108.0315.27FalseNoneNoneFalseNoneFalse108539.61810
3138607107872Nonecode09Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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. (PWD SR Vol-02, 2023-24, Item no. 8.9, Page No.42)Sqm327.54327.54205.28FalseNoneNoneFalseNoneFalse67237.41120
3138608107872Nonecode10Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. (PWD SR Vol-02, 2023-24, Item no. 9.11, Page No.60)Sqm778.68778.6858.128FalseNoneNoneFalseNoneFalse45263.111040
3138609107872Nonecode11Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: Pipes of SN4, 160mm dia. (PWD SR Vol-05, 2021-22, Sl no. 2.4, M020D, Page No.134)Mtr572.68572.6843.0FalseNoneNoneFalseNoneFalse24625.240
3138610107872Nonecode12Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testingand commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 32mm dia., 10 kg/sqcm & class 5. (PWD SR Vol-05, 2021-22, Sl no. 1.2, M010B, Page No.134)Mtr65.9265.9260.0FalseNoneNoneFalseNoneFalse3955.20
3138611107872Nonecode13Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. (PWD SR Vol-02, 2023-24, Item no. 14.5, Page No.132)Each8901.268901.2624.0FalseNoneNoneFalseNoneFalse213630.240
3138612107872Nonecode14Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 600X850 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. (PWD SR Vol-02, 2023-24, Item No.13.55 Page No.127)Each7623.037623.034.0FalseNoneNoneFalseNoneFalse30492.120
3138613107872Nonecode15Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately.(For 1000 litre capacity) (PWD SR Vol-02, 2023-24, Sl no. 13.34A, Page No.123)Ltr9.279.272000.0FalseNoneNoneFalseNoneFalse18540.00
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17160319300000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17160319300000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17160319300000NoneNoneELIGIBILITYBidders 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
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NoneNoneNoneNoneDepartment Registration DetailsCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneGST CertificateCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneGST Registration
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneBanker DetailsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneAS Per Tender DocumentOthersAS Per Tender Document
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- AS Per Tender Document
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PWD Registration CertificateTrueTechnical Bid
WORK DONE CERTIFICATETrueTechnical Bid
LINE OF CRIDETTrueTechnical Bid
AS PER TENDER DOCUMENTTrueTechnical Bid
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