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noticeInvitingTenderDTO
createdTs1724755921921
version6
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyRESERVED
invitingStrategyTextReserved
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd2500.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose04-09-2024 16:30:00
tenderQueryClose31-08-2024 16:00:00
technicalBidOpenNone
publishedDate27-08-2024 17:00:12
publishedByPostTP_CO_BLGN
publishedByUserKPE17303 - GARADI KALAKA MALLESHA
bidValidityPeriod90
noOfCalls2
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
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denominationTypeTextRupees
retenderedYnTrue
percentageRateTypeTextNone
contactPersonMeenaxamma
splitEmdRequiredYnFalse
emdBankGuaranteeNone
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bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber7022169727
tenderSupplierListNone
tenderSchedule
createdTs1724755921923
version11
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/WS/WORK_INDENT22166/CALL-2
titleCONSTRUCTION OF RAIN WATER HARVESTING TO NN CAMP GOVT. SCHOOL BUILDING IN BALAGANUR TP LIMIT.
descriptionCONSTRUCTION OF RAIN WATER HARVESTING TO NN CAMP GOVT. SCHOOL BUILDING IN BALAGANUR TP LIMIT.
categoryWORKS
categoryTextWorks
ecv197086.95
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2381
locationNameDMA Town Panchayat Balaganuru
provisionalAmount200000.0
groupOverheadTotalNone
fileNumberTPBAL/15THFCTIED/002/2024-25
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17247559220000NoneNoneWater supply/sewage linesCONSTRUCTION OF RAIN WATER HARVESTING TO NN CAMP GOVT. SCHOOL BUILDING IN BALAGANUR TP LIMIT.197086.95
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3865988148072Nonecode01Providing and fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS 13592 type A, including jointing with seal ring conforming to IS 5382, leaving 10mm gap for thermal expansion, (i) single socketed pipes 100 mm diameterMtr360.55360.5530.0FalseNoneNoneFalseNoneFalse10816.50
3865989148072Nonecode02Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clampKgs2308.262308.265.0FalseNoneNoneFalseNoneFalse11541.30
3865990148072Nonecode03Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.Cum1241.481241.484.25FalseNoneNoneFalseNoneFalse5276.290
3865991148072Nonecode04Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.Cum1469.451469.452.55FalseNoneNoneFalseNoneFalse3747.09750
3865992148072Nonecode05Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.Cum1476.891476.891.7FalseNoneNoneFalseNoneFalse2510.7130
3865993148072Nonecode06Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-chargeCum1659.021659.021.7FalseNoneNoneFalseNoneFalse2820.3340
3865994148072Nonecode07Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.Each1391.41391.43.0FalseNoneNoneFalseNoneFalse4174.20
3865995148072Nonecode08Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270,of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineerin- charge. 150 mm nominal size dia having minimum wall thickness 5.00 mmMtr1879.561879.565.0FalseNoneNoneFalseNoneFalse9397.80
3865996148072Nonecode09Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.hr1147.311147.315.0FalseNoneNoneFalseNoneFalse5736.550
3865997148072Nonecode10Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @ 6kg/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.Sqm1449.631449.639.0FalseNoneNoneFalseNoneFalse13046.670
3865998148072Nonecode11Earth 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 workCum126.38126.3828.5FalseNoneNoneFalseNoneFalse3601.830
3865999148072Nonecode12Providing 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) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregatesCum7017.77017.70.9FalseNoneNoneFalseNoneFalse6315.930
3866000148072Nonecode13Supplying, 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 - For BuildingsTonne110837.22110837.220.06FalseNoneNoneFalseNoneFalse6650.23320
3866001148072Nonecode14Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum7834.27834.20.7FalseNoneNoneFalseNoneFalse5483.940
3866002148072Nonecode15Form Work As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rateSqm3983.493983.490.7FalseNoneNoneFalseNoneFalse2788.4430
3866003148072Nonecode16Filling 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.Cum536.49536.490.6FalseNoneNoneFalseNoneFalse321.8940
3866004148072Nonecode17Providing 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.Cum10184.5810184.586.21FalseNoneNoneFalseNoneFalse63246.24180
3866005148072Nonecode18Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations 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.Sqm1209.261209.264.8FalseNoneNoneFalseNoneFalse5804.4480
3866006148072Nonecode19Providing 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.Sqm315.95315.9528.75FalseNoneNoneFalseNoneFalse9083.56250
3866007148072Nonecode20Supply and fixing of Filter Media 4InchEach11800.011800.01.0FalseNoneNoneFalseNoneFalse11800.00
3866008148072Nonecode21Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work.Cum587.29587.291.5FalseNoneNoneFalseNoneFalse880.9350
3866009148072Nonecode22Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.Ltr11.1511.151000.0FalseNoneNoneFalseNoneFalse11150.00
3866010148072Nonecode23Supplying 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 & 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 25mm dia, 10 kg/sqcm & class 5Mtr59.4759.4715.0FalseNoneNoneFalseNoneFalse892.050
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17247559220000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17247559220000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17247559220000NoneNoneELIGIBILITYBidders 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
17247559220000NoneNoneELIGIBILITYIt 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
17247559220000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17247559220000NoneNoneELIGIBILITYAS BID DOCUMNETNone
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
KPWD Contractor Registration CertificateTrueTechnical Bid
Annual Turnover CertificateTrueTechnical Bid
GST and PAN CARD Registration CertificateTrueTechnical Bid
Unbalanced amount less DDTrueTechnical Bid
Similar nature of work done certificate Any Construction WorkTrueTechnical Bid
Bankers certificate Unconditional /Line of CreditTrueTechnical Bid
SC Reserved Category Certificate issued by competent authorityTrueTechnical Bid
Residential certificate issued from TahasildarTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone