createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1720711079316
version7
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd3000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose25-07-2024 17:11:35
tenderQueryClose24-07-2024 17:11:26
technicalBidOpen26-07-2024 17:11:46
publishedDate17-07-2024 04:46:37
publishedByPostTP_CO_SDB
publishedByUserKPE14044 - SABANNA GALEPPA PUJARI
bidValidityPeriod90
noOfCalls2
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnTrue
percentageRateTypeTextNone
contactPersonG B HIREMATH
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber9108054995
tenderSupplierListNone
tenderSchedule
createdTs1720711079319
version11
createdDateNone
modifiedDateNone
tenderNumberDMA/2023-24/OW/WORK_INDENT17087/CALL-2
titleconstruction of RCC Cistern tank and providing RCC Benches near bus stand ward no 12 in Shedbal town
descriptionconstruction of RCC Cistern tank and providing RCC Benches near bus stand ward no 12 in Shedbal town
categoryWORKS
categoryTextWorks
ecv112071.16
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2515
locationNameDMA Town Panchayat Shedabala
provisionalAmount120000.0
groupOverheadTotal17095.6
fileNumberSHDB15fintied4
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17207110790000NoneNoneOther Worksconstruction of RCC Cistern tank and providing RCC Benches near bus stand ward no 12 in Shedbal town94975.56
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3511959125857Nonecode01Manual Means: Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected tuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.PWD Common DSR 2023-24 Volume 1 (P No: 5 I.No:1.4.1)Cum254.1254.120.25FalseNoneNoneFalseNoneFalse5145.5250
3511960125857Nonecode02Supplying 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:PWD Common DSR 2023-24 Volume 5 (P No:113 I.No:10.1.6) 1)PVC pipes 90mm dia., 6 kg/sqcm & class 3 Finolex/jain Company or Equivalent makeMtr308.7308.750.0FalseNoneNoneFalseNoneFalse15435.00
3511961125857Nonecode03Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10:. PWD Common DSR 2023-24 Volume 5 (P No:22 I.No:.2.23.2 ) For Suilce Valve of PN -10.0 and 80mmEach10912.6510912.651.0FalseNoneNoneFalseNoneFalse10912.650
3511962125857Nonecode04Refilling 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 Common DSR 2023-24 Volume 1 (P No: 7 I.No:1.10)Cum168.0168.020.25FalseNoneNoneFalseNoneFalse3402.00
3511963125857Nonecode05Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.. PWD Common DSR 2023-24 Volume 1 (P No: 05 I.No:13))Cum185.85185.854.73FalseNoneNoneFalseNoneFalse879.07050
3511964125857Nonecode06Providing 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 aggregates PWD Common DSR 2023-24Volume 1 (P No: 15 I.No:2.1.2)Cum5947.25947.20.29FalseNoneNoneFalseNoneFalse1724.6880
3511965125857Nonecode07Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) (Comman SR-2023-24,Vol-2)I.NO-5.1.1 Page No-09Cum5891.555891.553.08FalseNoneNoneFalseNoneFalse18145.9740
3511966125857Nonecode08Providing 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 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates PWD Common DSR 2023-24 Volume 1 (P No: 15 I.No:2.1.4)Cum6527.856527.850.38FalseNoneNoneFalseNoneFalse2480.5830
3511967125857Nonecode09Ruled/ Flush pointing on White sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio of 1:1.5:1/2 ((One lime : 1.5 surkhi (15% dark red and 85% light yellow surkhi) : 1/2 marble dust)). (The rate is inclusive of all materials & labours involved except scaffolding).(PWD Common DSR 2023-24 Volume 2 (P No:214 I.No:21.6)Sqm258.3258.33.6FalseNoneNoneFalseNoneFalse929.880
3511968125857Nonecode10RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm.(Toper) (PRED SR 2023-24 Page no 116 Valume V Item No 10.6).Each17221.0517221.051.0FalseNoneNoneFalseNoneFalse17221.050
3511969125857Nonecode11Providing, Laying and Fixing 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) Medium Duty GI pipe of 50mm dia (PRED SR 2023-24 Page no 127 Valume V Item No 11.1.6).Mtr464.1464.12.5FalseNoneNoneFalseNoneFalse1160.250
3511970125857Nonecode12Providing, Laying and Fixing 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) Medium Duty GI pipe of 20mm dia (PRED SR 2021-22 Page no 127 Valume V Item No11.1.2).Mtr236.25236.252.0FalseNoneNoneFalseNoneFalse472.50
3511971125857Nonecode13Providing GM gland cocks tested against hydraulic pressure of 20 Kg/m² with ISI mark.(PRED SR 2023-24 Page no 134 Valume V Item No 11.19.1) For 15 mm dia GM gland cocksEach308.7308.71.0FalseNoneNoneFalseNoneFalse308.70
3511972125857Nonecode14Providing and fixing GI union in existing GI pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required etc. for:(PRED SR 2023-24 Page no 128 Valume V Item No 11.4.5) 20.88.5: 40 mm nominal boreEach513.45513.451.0FalseNoneNoneFalseNoneFalse513.450
3511973125857Nonecode15Providing and fixing GI union in existing GI pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required etc. for:(PRED SR 2023-24 Page no 128 Valume V Item No 11.4.8) 20.88.8: 80 mm nominal boreEach1093.051093.051.0FalseNoneNoneFalseNoneFalse1093.050
3511974125857Nonecode16Refilling 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 Common DSR 2023-24 Volume 1 (P No: 7 I.No:1.10)Cum168.0168.00.9FalseNoneNoneFalseNoneFalse151.20
3511975125857Nonecode17Providing and fixing RCC BENCHES OF Standard size 2.1 m x 0.75 m x ht 0.90 m and thickness 50 mm including transportation loading unloading all taxes and painting charges all lab & materiai charges included MR.LS3000.03000.05.0FalseNoneNoneFalseNoneFalse15000.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17207123950000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17207123950000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17207123950000NoneNoneELIGIBILITYBidders 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
17207123950000NoneNoneELIGIBILITYIt 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
17207123950000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneDepartment Registration DetailsNoneNone
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)NoneNone
NoneNoneNoneNoneList of existing commitments and ongoing workNoneNone
NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneBanker DetailsNoneNone
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
PAN Card and GST RegistrationTrueTechnical Bid
Tender Difference amount FDR Scan copies mustTrueTechnical Bid
Similar Nature of work done Certificate counter signed by EETrueTechnical Bid
Aadhar Card or Address Proof Document For CommunicationTrueTechnical Bid
Line of credit Certificate from Nationalized bankTrueTechnical Bid
Contractor Registration CertificateTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone