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noticeInvitingTenderDTO
createdTs1719660394318
version2
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyRESERVED
invitingStrategyTextReserved
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd4800.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose15-07-2024 16:28:28
tenderQueryClose12-07-2024 17:00:23
technicalBidOpenNone
publishedDate29-06-2024 17:39:50
publishedByPostDMA_EE3_CC_MYS
publishedByUserKPE11883 - D ASHWIN
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonEXECUTIVE ENGINEER
splitEmdRequiredYnFalse
emdBankGuaranteeNone
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bgValidityPeriodNone
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multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08212418849
mobileNumberNone
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tenderSchedule
createdTs1719660394349
version4
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/WS/WORK_INDENT19881
titlePROVIDING WATER SUPPLY FACILITIY FOR SINKING OF BOREWELL, ERECTION OF 5HP SUBMERSIBLE MOTOR WITH PUMPSET, CONSTRUCTION OF PLAT FORM, FIXING OF ELECTRICAL EQUIPMENTS AND ELECTRIFICATION OF 8th MAIN, NEAR BASAVESHWARA CHOULTRY, PADUVARAHALLI, WARD NO.22, MYSURU.
descriptionPROVIDING WATER SUPPLY FACILITIY FOR SINKING OF BOREWELL, ERECTION OF 5HP SUBMERSIBLE MOTOR WITH PUMPSET, CONSTRUCTION OF PLAT FORM, FIXING OF ELECTRICAL EQUIPMENTS AND ELECTRIFICATION OF 8th MAIN, NEAR BASAVESHWARA CHOULTRY, PADUVARAHALLI, WARD NO.22, MYSURU.
categoryWORKS
categoryTextWorks
ecv324141.19
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2163
locationNameDMA City Corporation Mysuru
provisionalAmount383000.0
groupOverheadTotalNone
fileNumberMCC/WS-UGD/WEST-2/W22/sinkingBorewell
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17196603940000NoneNoneWater supply/sewage linesPROVIDING WATER SUPPLY FACILITIY FOR SINKING OF BOREWELL, ERECTION OF 5HP SUBMERSIBLE MOTOR WITH PUMPSET, CONSTRUCTION OF PLAT FORM, FIXING OF ELECTRICAL EQUIPMENTS AND ELECTRIFICATION OF 8th MAIN, NEAR BASAVESHWARA CHOULTRY, PADUVARAHALLI, WARD NO.22, MYSURU.324141.19
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3416322120896Nonecode01Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1and2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield testNo5288.05288.01.0FalseNoneNoneFalseNoneFalse5288.00
3416323120896Nonecode02Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG and above 1100 CMF and above in all strata includingover burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation ofrig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of 50 to 100 mMtr370.0370.050.0FalseNoneNoneFalseNoneFalse18500.00
3416324120896Nonecode03Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG and above 1100 CMF and above in all strata includingover burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation ofrig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of 50 to 100 mMtr464.0464.050.0FalseNoneNoneFalseNoneFalse23200.00
3416325120896Nonecode04Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG and above 1100 CMF and above in all strata includingover burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation ofrig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of 100 to 150 mMtr493.0493.050.0FalseNoneNoneFalseNoneFalse24650.00
3416326120896Nonecode05Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG and above 1100 CMF and above in all strata includingover burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation ofrig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of 150 to 200 mMtr572.0572.010.0FalseNoneNoneFalseNoneFalse5720.00
3416327120896Nonecode06Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium dutyMtr1933.01933.024.0FalseNoneNoneFalseNoneFalse46392.00
3416328120896Nonecode07Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendmentsEach150.0150.05.0FalseNoneNoneFalseNoneFalse750.00
3416329120896Nonecode08Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material an d labour charges for fixing, if any etc. complete with all lead and lifts and as directed b y the Engineer in chargeNo164.0164.01.0FalseNoneNoneFalseNoneFalse164.00
3416330120896Nonecode09Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl and Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. 5.00 HP - 90 LPM @ 110 m = 10 STG Outlet Dia - 2.00”No33743.8533743.851.0FalseNoneNoneFalseNoneFalse33743.850
3416331120896Nonecode10Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks an d other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead an d lifts etc com plete (Con tractor shall m ake his own arrangements for procuring water for testing)m679.0679.048.0FalseNoneNoneFalseNoneFalse32592.00
3416332120896Nonecode11Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed ) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendmentsm85.085.090.0FalseNoneNoneFalseNoneFalse7650.00
3416333120896Nonecode12Cutting and threading G.I. pipes for pump fitting, public fountains with appurtenances., where the length of pipe laid is less than 6 metres Pipes of dia 32mm to 80mmNo322.0322.04.0FalseNoneNoneFalseNoneFalse1288.00
3416334120896Nonecode13Supplying and erecting of 50 mm dia MS clamp with bolts and nutsNo31.031.08.0FalseNoneNoneFalseNoneFalse248.00
3416335120896Nonecode14Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendmentsNo1250.01250.01.0FalseNoneNoneFalseNoneFalse1250.00
3416336120896Nonecode15Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI union confirming to IS 1239-II, 1991 with latest amendments if any. 50 mm diaNo267.0267.01.0FalseNoneNoneFalseNoneFalse267.00
3416337120896Nonecode16Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI plugs confirming to IS 1239-II, 1991 with latest amendments if any. 50mmNo199.0199.01.0FalseNoneNoneFalseNoneFalse199.00
3416338120896Nonecode17Labour charges for Erection, Electrification and commissioning works of Pump sets including aligning and balancing with all necessary erection of materials and labour including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges, tools and equipments etc., involved in the job. as per specifications, with testing of as per instructions of engineer incharge of workJob6500.06500.01.0FalseNoneNoneFalseNoneFalse6500.00
3416339120896Nonecode18Earthwork excavation by manual means for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. after breaking of clods complete as per specificationsCum254.1254.10.34FalseNoneNoneFalseNoneFalse86.3940
3416340120896Nonecode19Providing 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 and 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 and formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregatesCum6788.966788.960.0675FalseNoneNoneFalseNoneFalse458.25480
3416341120896Nonecode20Providing 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 and other incidental charges complete as per the direction of engineer incharge of workCum8631.08631.00.51FalseNoneNoneFalseNoneFalse4401.810
3416342120896Nonecode21Providing Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement :3 coarse sand), finished with a floating coat of neat cement 18mm thickSqm506.1506.16.99FalseNoneNoneFalseNoneFalse3537.6390
3416343120896Nonecode22Supplying and fixing angle iron frame work fabricated out of MAS angle iron and M.S. flat with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paintMtr240.0240.04.0FalseNoneNoneFalseNoneFalse960.00
3416344120896Nonecode23Fabricating supplying and mounting MS box made out SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7 tanks treatment with powder coated paint and finally finished with approved colour etc., complete.Sq CM0.430.4325000.0FalseNoneNoneFalseNoneFalse10750.00
3416345120896Nonecode24Supplying and fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers etc., completeEach401.0401.03.0FalseNoneNoneFalseNoneFalse1203.00
3416346120896Nonecode25Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing aterials and C type curve, indicator ON/OFF, energy cross-3 with short circuit breaking capacity of 10 K and complete wiring as requriedEach3088.03088.01.0FalseNoneNoneFalseNoneFalse3088.00
3416347120896Nonecode26Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on exisiting wood/panel board d) 63 Amps 4 poleEach2800.02800.01.0FalseNoneNoneFalseNoneFalse2800.00
3416348120896Nonecode27Supplying, fixing and wiring heavy duty low voltage capacitors confirming to IS 2834, 3 phase, 400/440 volts grade, for power factor improvement of rotating machinery.Cost per KVARKvar480.0480.02.0FalseNoneNoneFalseNoneFalse960.00
3416349120896Nonecode28Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contactors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 volts 3 phase and wired after fixing to the existing wooden board for motorEach7455.07455.01.0FalseNoneNoneFalseNoneFalse7455.00
3416350120896Nonecode29Supplying and fixing single phase preventer using necessary wires over an existing panel board suitable for motor upto 20 HP capacitiesEach904.02904.021.0FalseNoneNoneFalseNoneFalse904.020
3416351120896Nonecode30Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm diaNo4256.04256.02.0FalseNoneNoneFalseNoneFalse8512.00
3416352120896Nonecode31Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. In Ordinary SoilMtr260.0260.026.0FalseNoneNoneFalseNoneFalse6760.00
3416353120896Nonecode32Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975Mtr141.84141.8430.0FalseNoneNoneFalseNoneFalse4255.20
3416354120896Nonecode33Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as requiredNo11.8811.8830.0FalseNoneNoneFalseNoneFalse356.40
3416355120896Nonecode34Providing and filling sand in excavated trench to cover already laid UG cable to a depth of 150mm all-round the cableMtr100.0100.018.0FalseNoneNoneFalseNoneFalse1800.00
3416356120896Nonecode35Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. Medium Duty GI pipe of 40mm diaMtr488.0488.02.0FalseNoneNoneFalseNoneFalse976.00
3416357120896Nonecode36Supplying and fixing LT cast iron pot heads suitable for 1.1 KV class UG cable filled with necessary bitumen/ insulating compound complete with terminals, clamps, bolts,nuts and washers etc., 16 sqmmNo270.0270.01.0FalseNoneNoneFalseNoneFalse270.00
3416358120896Nonecode37Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 Amps three phase 4 wire whole current class-1 Accuracy Energy MeterEach5705.05705.01.0FalseNoneNoneFalseNoneFalse5705.00
3416359120896Nonecode38Fixing of Energy Meter to IP Set, (where there is no pumphouse) where power supply is availed directly from the Pole to the IP set and weather proof meter housing box is required (including cost of WP box).Each4557.04557.01.0FalseNoneNoneFalseNoneFalse4557.00
3416360120896Nonecode39Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface.Cum935.55935.552.88FalseNoneNoneFalseNoneFalse2694.3840
3416361120896Nonecode40Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for:Macadam Road.Cum856.8856.84.32FalseNoneNoneFalseNoneFalse3701.3760
3416362120896Nonecode41Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usageand other appurtenances required to complete the workCum508.2508.234.56FalseNoneNoneFalseNoneFalse17563.3920
3416363120896Nonecode42Providing, laying and jointing HDPE pipes of specified grade andconforming to IS 4984-2016 with latest ammendments and conveyingto work site including loading and unloading at both destinations androlling and lowering into trenches, laying true to line and jointing ofpipes and specials with electrofusion welding, giving hydraulic testas per relevant ISS with all lead and lifts including encasing the pipealround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. Therate is exclusive of required specials and fittings wherever necessarylike saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete(Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 90mm diaRmtr337.05337.0548.0FalseNoneNoneFalseNoneFalse16178.40
3416364120896Nonecode43Refilling 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 specificationsCum168.0168.034.56FalseNoneNoneFalseNoneFalse5806.080
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17196603950000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17196603950000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17196603950000NoneNoneELIGIBILITYBidders 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
17196603950000NoneNoneELIGIBILITYIt 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
17196603950000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17196603980000NoneNoneELIGIBILITYONE.)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 1 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
Annual Turnover CertificateTrueTechnical Bid
Contractor Registration CertificateTrueTechnical Bid
Reserved Category Certificate. STTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone