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noticeInvitingTenderDTO
createdTs1718711227092
version2
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee530.00
emd50000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose03-07-2024 16:28:50
tenderQueryClose02-07-2024 17:00:43
technicalBidOpenNone
publishedDate18-06-2024 17:27:26
publishedByPostDMA_EE3_CC_MYS
publishedByUserKPE11883 - D ASHWIN
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonEXECUTIVE ENGINEER
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08212418849
mobileNumberNone
tenderSupplierListNone
tenderSchedule
createdTs1718711227121
version4
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/WS/WORK_INDENT18871
titleProviding and laying 300 mm dia RCC UGD Pipeline and Construction of Machinehole chambers from Backside of District hospital to Polution controle board office, Lokanayaka nagara, Ward no.04, Mysuru.
descriptionProviding and laying 300 mm dia RCC UGD Pipeline and Construction of Machinehole chambers from Backside of District hospital to Polution controle board office, Lokanayaka nagara, Ward no.04, Mysuru.
categoryWORKS
categoryTextWorks
ecv2118427.76
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2163
locationNameDMA City Corporation Mysuru
provisionalAmount2500000.0
groupOverheadTotalNone
fileNumberMCC/WS-UGD/WEST-2/W-04/Dist-hospital
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17187112270000NoneNoneWater supply/sewage linesProviding and laying 300 mm dia RCC UGD Pipeline and Construction of Machinehole chambers from Backside of District hospital to Polution controle board office, Lokanayaka nagara, Ward no.04, Mysuru.2118427.76
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3303883115219Nonecode01Cutting of Asphalt road surface for pipe line trenches and disposing off the excavated stuff as directed including barricading, danger lighting etc., in the following classificationCum935.55935.5538.31FalseNoneNoneFalseNoneFalse35840.92050
3303884115219Nonecode02Cutting of Macadam road surface for pipe line trenches and disposing off the excavated stuff as directed including barricading, danger lighting etc., in the following classificationCum856.8856.838.31FalseNoneNoneFalseNoneFalse32824.0080
3303885115219Nonecode03Earth 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, onstruction of shoring, strutting, barricading, caution lights, bracing, using sight rails and 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 vailable excavated earth locally for the work etc., and all other appurtenances complete in the following strata. In all kinds of soils 0 to 1.5 M depthCum275.1275.1459.71FalseNoneNoneFalseNoneFalse126466.2210
3303886115219Nonecode04Earth 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, onstruction of shoring, strutting, barricading, caution lights, bracing, using sight rails and 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 vailable excavated earth locally for the work etc., and all other appurtenances complete in the following strata. In all kinds of soils 1.5 to 3.0 M depthCum347.55347.55268.16FalseNoneNoneFalseNoneFalse93199.0080
3303887115219Nonecode05Earth 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, onstruction of shoring, strutting, barricading, caution lights, bracing, using sight rails and 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 vailable excavated earth locally for the work etc., and all other appurtenances complete in the following strata. In all kinds of soils 3.0 to 4.5 M depthCum504.0504.045.06FalseNoneNoneFalseNoneFalse22710.240
3303888115219Nonecode06Earth 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, onstruction of shoring, strutting, barricading, caution lights, bracing, using sight rails and 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 vailable excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Ordinary/soft rock (without requiring blasting) 0 to 1.50 M depthCum476.7476.7114.93FalseNoneNoneFalseNoneFalse54787.1310
3303889115219Nonecode07Earth 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, onstruction of shoring, strutting, barricading, caution lights, bracing, using sight rails and 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 vailable excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Ordinary/soft rock (without requiring blasting) 1.5 to 3.0 M depthCum584.85584.85114.93FalseNoneNoneFalseNoneFalse67216.81050
3303890115219Nonecode08Earth 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, onstruction of shoring, strutting, barricading, caution lights, bracing, using sight rails and 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 vailable excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Ordinary/soft rock (without requiring blasting) 3.0 to 4.5 M depthCum664.65664.6518.02FalseNoneNoneFalseNoneFalse11976.9930
3303891115219Nonecode09Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. 300 mm dia.Rmtr1398.61398.6375.0FalseNoneNoneFalseNoneFalse524475.00
3303892115219Nonecode10Supplying 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, testing and 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 and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or elected 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 110mm dia., 6 kg/sqcm and class 3Rmtr431.55431.55120.0FalseNoneNoneFalseNoneFalse51786.00
3303893115219Nonecode11Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments. 110 mm diaEach317.1317.135.0FalseNoneNoneFalseNoneFalse11098.50
3303894115219Nonecode12Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments. 110 mm diaEach263.55263.5535.0FalseNoneNoneFalseNoneFalse9224.250
3303895115219Nonecode13Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.20 M.dia 1.50 M.depthNo37855.1337855.131.0FalseNoneNoneFalseNoneFalse37855.130
3303896115219Nonecode14Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.20 M.dia 1.60 M.depthNo40176.3640176.361.0FalseNoneNoneFalseNoneFalse40176.360
3303897115219Nonecode15Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.20 M.dia 1.80 M.depthNo44818.8344818.831.0FalseNoneNoneFalseNoneFalse44818.830
3303898115219Nonecode16Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.20 M.dia 2.00 M.depthNo49461.349461.31.0FalseNoneNoneFalseNoneFalse49461.30
3303899115219Nonecode17Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.5 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.50 M.dia 2.20 M.depthNo65631.0965631.091.0FalseNoneNoneFalseNoneFalse65631.090
3303900115219Nonecode18Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.5 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.50 M.dia 2.40 M.depthNo71579.1371579.131.0FalseNoneNoneFalseNoneFalse71579.130
3303901115219Nonecode19Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.8 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.80 M.dia 2.50 M.depthNo89882.189882.11.0FalseNoneNoneFalseNoneFalse89882.10
3303902115219Nonecode20Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.8 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.80 M.dia 2.60 M.depthNo92088.3692088.361.0FalseNoneNoneFalseNoneFalse92088.360
3303903115219Nonecode21Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.8 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.80 M.dia 2.80 M.depthNo96500.8896500.881.0FalseNoneNoneFalseNoneFalse96500.880
3303904115219Nonecode22Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.8 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.80 M.dia 3.00 M.depthNo100913.4100913.41.0FalseNoneNoneFalseNoneFalse100913.40
3303905115219Nonecode23Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.8 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.80 M.dia 3.20 M.depthNo106867.11106867.111.0FalseNoneNoneFalseNoneFalse106867.110
3303906115219Nonecode24Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.8 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.80 M.dia 3.30 M.depthNo109843.97109843.971.0FalseNoneNoneFalseNoneFalse109843.970
3303907115219Nonecode25Refilling 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.Cum168.0168.0911.25FalseNoneNoneFalseNoneFalse153090.00
3303908115219Nonecode26Disposal off the excess excavated earth of all types by vehicle including loading, unloading with all lead and lifts, labour, HOM of machineries etcCum138.6138.6130.7FalseNoneNoneFalseNoneFalse18115.020
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17187112280000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17187112280000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17187112280000NoneNoneELIGIBILITYBidders 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
17187112280000NoneNoneELIGIBILITYIt 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
17187112280000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17187112280000NoneNoneELIGIBILITYMinimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)None
17187112280000NoneNoneELIGIBILITYSatisfactoriy 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)None
17187112280000NoneNoneELIGIBILITYTenderer 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 yearNone
17187112280000NoneNoneELIGIBILITYTenderer 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 yearNone
17187112280000NoneNoneELIGIBILITYTotal value of civl engineering works executed and payments received in the last five years (year-wise)None
17187112280000NoneNoneELIGIBILITYList of existing commitments and ongoing worksNone
17187112280000NoneNoneELIGIBILITYList of works for which tenders already submittedNone
17187112280000NoneNoneELIGIBILITYBanker Details for referenceNone
17187112280000NoneNoneELIGIBILITYConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNone
17187112280000NoneNoneELIGIBILITYReports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five yearsNone
17187112280000NoneNoneELIGIBILITYQualification 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 awardedNone
17187112280000NoneNoneELIGIBILITYProposals 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)None
17187112590000NoneNoneELIGIBILITYONE.)Any changes/modifications will be notified/updated through eprocurement only. 2.)The Authority reserves the right to accept/reject any or all tenders without assigning any reasons. 3.)Any discrepancies in the tender document shall be brought to the notice of Tender Inviting Authority before the last date 4.)If any, the decision of the Tender Inviting Authority shall be final.5)All documents are to be uploaded through e-portal only. 6)All other conditions as per KW 2 Standard Tender document. 7)The decision of the Tender Inviting Authority shall be final in case of any discrepancies. 8)GST will be paid separately where ever it is applicable. 9.)Work to be carried out as per the direction of Engineer in charge. 10)Bidders are instructed to visit the site before participating in tender. Any objections regarding the items in the Schedule-B shall be brought to the notice of the authority. No objections will be entertained later & work has to be executed in complete manner. 11)Bidders should mention Address for Correspondence, Contact number AND E-mail id in e-portal without fail. 12)Bidders shall submit Original documents as uploaded in e-procurement to the office of Executive Engineer VVWS UGD WEST for verification within 5 days of opening tender. No correspondence shall be made regarding the same from this officeNone
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Contractor Registration CertificateTrueTechnical Bid
Annual Turnover CertificateTrueTechnical Bid
SIMILAR NATURE OF WORKDONE CERTIFICATETrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone