createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1724318120180
version4
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee830.00
emd66108.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose13-09-2024 17:30:00
tenderQueryClose09-09-2024 11:00:00
technicalBidOpenNone
publishedDate22-08-2024 15:10:19
publishedByPostTP_CO_HNG
publishedByUserKPE17044 - SIDRAMESHWAR
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonJE TP HUNASAGI
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber7259305690
tenderSupplierListNone
tenderSchedule
createdTs1724318120209
version4
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/OW/WORK_INDENT27601
titleConstruction of Sanitary Landfill and Leachette Tank for Sanitary Landfill in Solid Waste Management Unit in Hunasagi Town Dist Yadgir
descriptionConstruction of Sanitary Landfill and Leachette Tank for Sanitary Landfill in Solid Waste Management Unit in Hunasagi Town Dist Yadgir
categoryWORKS
categoryTextWorks
ecv3305449.29
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2436
locationNameDMA Town Panchayat Hunsagi
provisionalAmount3970000.0
groupOverheadTotalNone
fileNumberSBM/2024-25/SLF/1
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17243181200000NoneNoneOther WorksConstruction of Sanitary Landfill and Leachette Tank for Sanitary Landfill in Solid Waste Management Unit in Hunasagi Town Dist Yadgir3305449.29
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3835581146280Nonecode01Clearing and Grubbing Road Land: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (CM SR 2023-24/Vol- 3/P.No. 9/2.5 (ii)/A) By Mechanical Means using Dozer, In area of light jungleSqm413.0413.016.3984FalseNoneNoneFalseNoneFalse6772.53920
3835582146280Nonecode02Earth work excavation for foundation of structure upto 3 mtrs. By mechanicle means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead. including cost of labour, materials and HOM of machineries etc., complete Ordinary/Mard Soil. In all kinds of soils Depth upto 3 m (CM SR 2023-24/Vol- 1/P.No. 8/1.14.1)Cum107.0107.03744.5688FalseNoneNoneFalseNoneFalse400668.86160
3835583146280Nonecode03Earth work excavation for foundation of structure upto 3 mtrs. By mechanicle means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing. removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead. including cost of labour, materials and HOM of machineries etc., complete In ordinary/soft rock without blasting upto 1.5 m depth. In all kinds of soils Depth upto 3 m (CM SR 2023-24/Vol-1/P.No. 8/1.15.1Cum381.0381.0416.0632FalseNoneNoneFalseNoneFalse158520.07920
3835584146280Nonecode04Providing 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 pertechnical specifications.Cum(The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (CM SR 2023-24/Vol-1/P.No.15/2.1.3)Cum6288.06288.03.994FalseNoneNoneFalseNoneFalse25114.2720
3835585146280Nonecode05Supplying, 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) (CM SR 2023-24/Vol-1/P.No. 18/2.11(A))MT93930.093930.02.0931FalseNoneNoneFalseNoneFalse196604.8830
3835586146280Nonecode06Providing 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)Cum7303.07303.026.165FalseNoneNoneFalseNoneFalse191082.9950
3835587146280Nonecode07Providing hearting embankment using selected approved impervious soil from borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges /sides, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and all liftsCum481.0481.0435.6FalseNoneNoneFalseNoneFalse209523.60
3835588146280Nonecode08Providing & laying 1500 Microns thick 6 m wide HDPE Geo membrane, over the synthetic clay liner having Thickness 1.5mm, Density .94g/cm, Tensile Strength at yield 23 Nmm/ width and at break 42 Nmm/ width, Elongation at Yield 13%, Elongation at Break 700%, Tear Resistance 175 N, Puncture Resistance 490 N, Carbon Black Content 2.5 and Carbon Black dispersion at Satisfactory level. (Market Rate)Sqm450.0450.01982.0FalseNoneNoneFalseNoneFalse891900.00
3835589146280Nonecode09Geotextile - 250gsm (CMSR 2023- 24/P.No.A-39/Vol-1/36)Sqm232.0232.01982.0FalseNoneNoneFalseNoneFalse459824.00
3835590146280Nonecode10Providing and Filling in foundation with granite/trap broken metal 40 mm and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications (derived from rate 7 analysis) (CM SR 2023-24/P. 38/Vol-1/SI no 7Sqm1930.01930.096.8FalseNoneNoneFalseNoneFalse186824.00
3835591146280Nonecode11Providing and Filling in foundation with granite/trap broken metal 20 mm and down size & with approved sand including hand packing, ramming, watering, inchiding cost of all materials and labour with all lead and lift complete as per specifications (derived from rate analysis) (CM SR 2023-24/Vol-1/P No. A-38/SI. No. 41m2113.02113.072.6FalseNoneNoneFalseNoneFalse153403.80
3835592146280Nonecode12Supplying and laying at site Factory made perforated hard HDPE subsoil drainage pipes pre-wrapped with 150 gsm Geotextile for subsoil drainage system ncludingall necessary coupling/fittings for joints & back filling with aggregates. The pipe shall be manufactured from High Density Polyethylene HDPE). It shall be extruded into an open lattice wall structure, with 60% of the circumference consisting of open area anda 30% solid area along the invert. The product should satisfy the following parameters as below 1. Ring Stiffness as 9 per ISO 9969: 2016 should be 0.8 kN/m2 2. Resistance to Acid with 3% HCI for 24 hrs without mass loss, change in colour, softening, cracking or spalling. 3. Resistance to Alkali with 3% KOH for 24 hrs without without mass loss, change in colour, softening, cracking or spalling (Excavated material to be utlised in roadway at site) 110mm dia HDPE pipe (CM SR 2023-24/P.No. 19/Vol-3/3.14.1)m1130.01130.0140.0FalseNoneNoneFalseNoneFalse158200.00
3835593146280Nonecode13Supplying and laying at site Factory made perforated hard HDPE subsoil drainage pipes pre-wrapped with 150 gsm Geotextile for subsoil drainage system ncludingall necessary coupling/ fittings for joints & back filling with aggregates The pipe shall be manufactured from High Density Polyethylene HDPE). It shall be extruded into an open lattice wall structure, with 60% of the circumference consisting of open area and a 30% solid area along the invert. Theproduct should satisfy the following Sqm parameters as below 1. Ring Stiffness as per ISO 9969: 2016 should be 0.8 10 kN/m2 2. Resistance to Acid with 3% HCl for 24 hrs without mass loss, change in colour, softening, cracking or spalling 3. Resistance to Alkali with 3% KOH for 24 hrs without without mass loss, change in colour, softening, cracking or spalling (Excavated material to be utlised in roadway at site) 160mm dia HDPE pipe (CM SR 2023-24/P.No 19/vol-3/3.14.2Sqm1415.01415.0110.0FalseNoneNoneFalseNoneFalse155650.00
3835594146280Nonecode14Supplying and laying at site Factory made perforated hard HDPE subsoil drainage pipes pre-wrapped with 150 gsmGeotextile for subsoil drainage system ncludingall necessary coupling/fittingsfor joints & back filling with aggregates. The pipe shall be manufactured from High Density Polyethylene HDPE). It shall be extruded into an open lattice wall structure, with 60% of thecircumference consisting of open area and a 30% solid area along the invert. The product should satisfy the following parameters as below 1. Ring Stiffness as 11 per ISO 9969: 2016 should be 0.8 CumkN/m2 2. Resistance to Acid with 3% HCI for 24 hrs without mass loss, change in colour, softening, cracking or spalling 3. Resistance to Alkali with 3% KOH for 24 hrs without without mass loss, change in colour, softening, cracking or spalling. (Excavated material to be utlised in roadway at site) 200mm dia HDPE pipe (CM SR 2023-24/P.No. 19/Vol-3/3.14.3Cum1702.01702.055.0FalseNoneNoneFalseNoneFalse93610.00
3835595146280Nonecode15Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt. dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-chargeSqm93.093.0130.82FalseNoneNoneFalseNoneFalse12166.260
3835596146280Nonecode16Providing and fixing 1.2 m high Gl barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 m center to center founded in M15 grade cement concrete, 0.6 m below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with Gl staples, turn buckles etc complete as per clause 817 (CM SR 2023-24/P.No.67/VolSqm349.0349.016.0FalseNoneNoneFalseNoneFalse5584.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17243181210000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17243181210000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17243181210000NoneNoneELIGIBILITYBidders 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
17243181210000NoneNoneELIGIBILITYIt 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
17243181210000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17243181210000NoneNoneELIGIBILITYMinimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)None
17243181210000NoneNoneELIGIBILITYSatisfactoriy 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
17243181210000NoneNoneELIGIBILITYTenderer 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
17243181210000NoneNoneELIGIBILITYTenderer 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
17243181210000NoneNoneELIGIBILITYTotal value of civl engineering works executed and payments received in the last five years (year-wise)None
17243181210000NoneNoneELIGIBILITYList of existing commitments and ongoing worksNone
17243181210000NoneNoneELIGIBILITYList of works for which tenders already submittedNone
17243181210000NoneNoneELIGIBILITYBanker Details for referenceNone
17243181210000NoneNoneELIGIBILITYConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNone
17243181210000NoneNoneELIGIBILITYReports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five yearsNone
17243181210000NoneNoneELIGIBILITYQualification 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
17243181210000NoneNoneELIGIBILITYProposals 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
17243182420000NoneNoneELIGIBILITYTender rates are excluding GST and hence bidders are adviced to quote the rates excluding GST only. Later in the agreement GST will be added as per govt rulesNone
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
KPWD CIVIL CONTRA CTOR Class-III & aboveTrueTechnical Bid
Annual Turnover Certificate as per tender documentTrueTechnical Bid
Work Done Certificate as per tender documentTrueTechnical Bid
DD/FDR towards quoting less than ECVTrueTechnical Bid
Bankers certificate as per tender documentTrueTechnical Bid
GST Registation certificateTrueTechnical Bid
ALL OTHER DOCUMENTS AS PER BID DOCUMENTTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone