createdTsNone
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noticeInvitingTenderDTO
createdTs1716903675859
version6
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd25000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose06-06-2024 17:00:00
tenderQueryClose05-06-2024 17:00:00
technicalBidOpenNone
publishedDate29-05-2024 08:18:18
publishedByPostRDPR_EE_DIV_VJN
publishedByUserKPE12111 - J R PAMPAPATHI
bidValidityPeriod90
noOfCalls2
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnTrue
percentageRateTypeTextNone
contactPersonEE OFFICE
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber9482100616
tenderSupplierListNone
tenderSchedule
createdTs1716903675861
version11
createdDateNone
modifiedDateNone
tenderNumberRDPR/2023-24/OW/WORK_INDENT3767/CALL-2
titleDevelopment of cemetery and construction of wire fence in Sattur village of Harpanahalli taluk.
descriptionDevelopment of cemetery and construction of wire fence in Sattur village of Harpanahalli taluk.
categoryWORKS
categoryTextWorks
ecv993986.00
deptNameRural Development and Panchayat Raj Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location943
locationNameRDPR Division Office Vijayanagara
provisionalAmount1000000.0
groupOverheadTotal151624.98
fileNumberPREDSD/HRP/2023-24/KKRDB/22
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17169036760000NoneNoneOther WorksDevelopment of cemetery and construction of wire fence in Sattur village of Harpanahalli taluk.842361.02
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3194161109856Nonecode01Clearing 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.201 (ii)By Mechanical Means using Dozer (A)In area of light jungleHectare174243.51174243.510.198FalseNoneNoneFalseNoneFalse34500.214980
3194162109856Nonecode02Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm 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 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 appurtenances required to complete the work.Cum99.7599.75720.0FalseNoneNoneFalseNoneFalse71820.00
3194163109856Nonecode03Earth 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 stuff 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 In all kinds of soils Depth upto 1.5 m.Cum254.1254.112.2625FalseNoneNoneFalseNoneFalse3115.901250
3194164109856Nonecode04Providing 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 Mix 1:3:6( M10) Using 40 mm nominal size graded crushed coarse aggregatesCum6288.456288.451.78FalseNoneNoneFalseNoneFalse11193.4410
3194165109856Nonecode05Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the 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 aggregatesCum6601.356601.351.09FalseNoneNoneFalseNoneFalse7195.47150
3194166109856Nonecode06Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6961.56961.54.9FalseNoneNoneFalseNoneFalse34111.350
3194167109856Nonecode07Supplying, fitting and placing TMT FE 550 / 550D Steel inforcement 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. a.BuildingsKg93948.7593948.750.96FalseNoneNoneFalseNoneFalse90190.80
3194168109856Nonecode08Form work, centering and scaffolding for FoundationCum198.04198.040.42FalseNoneNoneFalseNoneFalse83.17680
3194169109856Nonecode09Form work, centering and scaffolding for Columns & PiersCum4873.054873.054.56FalseNoneNoneFalseNoneFalse22221.1080
3194170109856Nonecode10Form work, centering and scaffolding for Beams & Lintels of BuildingCum4176.94176.90.34FalseNoneNoneFalseNoneFalse1420.1460
3194171109856Nonecode11Fencing with G.I. barbed wire R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, rovided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used.Mtr12.612.62696.6FalseNoneNoneFalseNoneFalse33977.160
3194172109856Nonecode12Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-ChargeKg142.8142.8259.2FalseNoneNoneFalseNoneFalse37013.760
3194173109856Nonecode13Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig 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 ) a) 0.00 to 50 Mtrs.Mtr304.0304.050.0FalseNoneNoneFalseNoneFalse15200.00
3194174109856Nonecode14b) 50.00 to 100.00 MtrsMtr382.2382.250.0FalseNoneNoneFalseNoneFalse19110.00
3194175109856Nonecode15c) 100.00 to 150.00 MtrsMtr406.35406.3525.0FalseNoneNoneFalseNoneFalse10158.750
3194176109856Nonecode16d) 150.00 to 200.00 MtrsMtr471.45471.451.0FalseNoneNoneFalseNoneFalse471.450
3194177109856Nonecode17Supply 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 duty.Mtr2029.652029.6512.0FalseNoneNoneFalseNoneFalse24355.80
3194178109856Nonecode18Providing 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 and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in chargeNo172.2172.21.0FalseNoneNoneFalseNoneFalse172.20
3194179109856Nonecode19Earth 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 stuff 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.Cum254.1254.120.18FalseNoneNoneFalseNoneFalse5127.7380
3194180109856Nonecode20Providing 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 40 mm nominal size graded crushed coarse aggregatesCum6284.456284.457.65FalseNoneNoneFalseNoneFalse48076.04250
3194181109856Nonecode21Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Cum5891.555891.5519.6245FalseNoneNoneFalseNoneFalse115618.7229750
3194182109856Nonecode22Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates PWD Common SR.2023-24 Vol-1 Pg-15 I No.2.1.4Cum6527.856527.852.28FalseNoneNoneFalseNoneFalse14883.4980
3194183109856Nonecode23Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)Kg82961.5582961.550.15FalseNoneNoneFalseNoneFalse12444.23250
3194184109856Nonecode24Providing 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 1:6 (1 cement : 6 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.Cum8367.458367.455.6028FalseNoneNoneFalseNoneFalse46881.148860
3194185109856Nonecode25Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) 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.Sqm309.75309.7550.33FalseNoneNoneFalseNoneFalse15589.71750
3194186109856Nonecode26Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Kg142.8142.8373.6992FalseNoneNoneFalseNoneFalse53364.245760
3194187109856Nonecode27Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m²Sqm922.95922.9543.56FalseNoneNoneFalseNoneFalse40203.7020
3194188109856Nonecode28Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, efilling the earth or cutting of wall and making good the same omplete wherever required :. (CSR 2023-24, Vol V2 P.No. 119, I.No 13.11.8)No1644.31644.36.0FalseNoneNoneFalseNoneFalse9865.80
3194189109856Nonecode29Flooring with 25mm thick polished shahabad slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications.:. (CSR 2023-24, Vol V2 P.No. 64, I.No 9.36)No1622.251622.2535.75FalseNoneNoneFalseNoneFalse57995.43750
3194190109856Nonecode30Name BoardNo6000.06000.01.0FalseNoneNoneFalseNoneFalse6000.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17169036760000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17169036760000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17169036760000NoneNoneELIGIBILITYBidders 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
17169036760000NoneNoneELIGIBILITYDepartment Registration DetailsNone
17169036760000NoneNoneELIGIBILITYTotal value of civl engineering works executed and payments received in the last five years (year-wise)None
17169036760000NoneNoneELIGIBILITYList of existing commitments and ongoing workNone
17169036760000NoneNoneELIGIBILITYList of works for which tenders already submittedNone
17169036760000NoneNoneELIGIBILITYBanker DetailsNone
17169036760000NoneNoneELIGIBILITYThe Employer reserves the right to reject any or all Tenders without assigning any reason.None
17169036760000NoneNoneELIGIBILITYCorrigendum modifications correction, if any, will be published in the website only,None
17169036760000NoneNoneELIGIBILITYDefect liability period will be one yearNone
17169036760000NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in his name should have in the last five years i.e 2018-19 to 2022-23 a. Achieved in at least two financial years a minimum financial turnover in all classes of civil engineering construction works only of Amount Put Tender (Turn over With compulsory UDIN Number)None
17169036760000NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in his name should have in the last five years i.e 2018-19 to 2022-23 b. Satisfactorily completed, as prime contractor, at least one similar work of value not less than 50% of the amount put tender (Workdone with indent No)None
17169036760000NoneNoneELIGIBILITYIf the tenderer has quoted below the schedule-B amount the difference amount should be paid in the form of F.D.R or D.D (As per G.O) in the name of Executive Engineer, PRE Division, Vijayanagara Hosapete from Nationalized Bank only and Upload the scanned copy of the same in e-portal at the time of applying the tender The Same Scanned copy for Different work will be liable for RejectionNone
17169036760000NoneNoneELIGIBILITYAll other conditions and requirements has to be fulfilled as per the standard bid document and attached General conditionsNone
17169036760000NoneNoneELIGIBILITYWork completion period will be 3 months (IMP)None
17169038520000NoneNoneELIGIBILITYSubmit the Site visiting letter from concerned AEE, other wise bid will be not consideredNone
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Valid PWD Registration copyTrueTechnical Bid
Similar Nature Work done certificate with eproc Indent NoTrueTechnical Bid
Last 5 years Audit Report with UDIN NoTrueTechnical Bid
Difference Amount DD or FDR Scanned copyTrueTechnical Bid
Ongoing commitments and other KW DocumentsTrueTechnical Bid
Submit the Site visiting letter from concerned AEETrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone