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version2
createdDateNone
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tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd40000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose08-10-2024 16:30:00
tenderQueryClose08-10-2024 15:30:00
technicalBidOpenNone
publishedDate30-09-2024 14:00:58
publishedByPostRDPR_EE_DIV_BLR
publishedByUserKPE19203 - H INDUDHAR
bidValidityPeriod90
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preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
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percentageRateTypeTextNone
contactPersonEE PRE DIVISION BALLARI
splitEmdRequiredYnFalse
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multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08392266173
mobileNumberNone
tenderSupplierListNone
tenderSchedule
createdTs1727513687425
version4
createdDateNone
modifiedDateNone
tenderNumberRDPR/2024-25/BD/WORK_INDENT9342
titleConstruction of Classroom to GHPS School at Vittala nagara village in Sanduru taluk of Ballari Dist
descriptionConstruction of Classroom to GHPS School at Vittala nagara village in Sanduru taluk of Ballari Dist
categoryWORKS
categoryTextWorks
ecv1350096.58
deptNameRural Development and Panchayat Raj Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location818
locationNameRDPR Division Office Ballari
provisionalAmount1600000.0
groupOverheadTotalNone
fileNumberEE/PRED/2515/ZPUNTIDE/2024-25/VITTALANAGAR
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17275136870000NoneNoneBuildingsConstruction of one Classroom to GHPS Vittalanagar VIllage In Sandur Taluk Ballari Dist1350096.58
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4100504159766NonePWD SR2023-24 Vol-01 P.No.5, I.No.1.4.1Earth 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 mCum254.1254.160.2FalseNoneNoneFalseNoneFalse15296.820
4100505159766NonePWD SR 2023-24 Vol-01 P.No.15, I.No. 2.1.2Providing 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 aggregatesCum5947.25947.211.38FalseNoneNoneFalseNoneFalse67679.1360
4100506159766NonePWD SR 2023-24 Vol-01 P.No.17, I.No. 2.5.1Providing 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 ggregates 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 separatelyCum7518.427518.427.13FalseNoneNoneFalseNoneFalse53606.33460
4100507159766NonePWD SR 2023-24 Vol-01 P.No.17, I.No. 2.4.2RCC Column Providing 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 ggregates 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 aggregatesCum11286.5611286.561.01FalseNoneNoneFalseNoneFalse11399.42560
4100508159766NonePWD SR 2023-24 Vol-01 P.No.9 I.No. 5.20Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum6948.96948.912.37FalseNoneNoneFalseNoneFalse85957.8930
4100509159766NonePWD SR2023-24 Vol-01 P.No.7 I.No. 5.4Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Cum6708.456708.459.96FalseNoneNoneFalseNoneFalse66816.1620
4100510159766NoneCommon SR 2023-24 v-1Page No. 7,Item No. 1.9Filling 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.Cum279.3279.334.58FalseNoneNoneFalseNoneFalse9658.1940
4100511159766NonePWD SR 2023-24 Vol-01 P.No.17, I.No. 2.5.1Plinth beam Providing 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 ggregates 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 aggregatesCum10442.2510442.253.64FalseNoneNoneFalseNoneFalse38009.790
4100512159766NonePWD SR 2023-24 Vol-01 P.No.17, I.No. 2.5.1RCC column plinth to beam Providing 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 ggregates 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 aggregatesCum11834.5511834.553.28FalseNoneNoneFalseNoneFalse38817.3240
4100513159766NonePWD SR 2023-24 Vol-01 P.No.17, I.No. 2.5.1Providing 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 ggregates 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 aggregatesCum11138.411138.44.17FalseNoneNoneFalseNoneFalse46447.1280
4100514159766NonePWD SR 2023-24 Vol-01 P.No.17, I.No. 2.5.1Rcc Chajja Providing 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 ggregates 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 aggregatesCum10094.1810094.180.16FalseNoneNoneFalseNoneFalse1615.06880
4100515159766NonePWD SR 2023-24 Vol-01 P.No.17, I.No. 2.5.1RCC Roof Providing 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 ggregates 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 aggregatesCum10442.2510442.2510.02FalseNoneNoneFalseNoneFalse104631.3450
4100516159766NonePWD SR 2023-24 Vol-02 P.No.13, I.No. 6.8Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks 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.Cum8367.458367.4521.98FalseNoneNoneFalseNoneFalse183916.5510
4100517159766NonePWD SR-2023-24 Vol-01 P.No.18, I.No. 2.11a Providing Thermo-Mechanically Treated bars of grade Fe-500D 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)Cum93.9293.922765.7FalseNoneNoneFalseNoneFalse259754.5440
4100518159766NoneCSR 2023-24 Vol 2 Sl.no-12.13.1, Pg.no: 100Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.Cum103755.75103755.750.06FalseNoneNoneFalseNoneFalse6225.3450
4100519159766NoneCSR 2023-24 Volume-2 Sl.no-12.51, Pg.no: 104Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.Nos1066.81066.81.0FalseNoneNoneFalseNoneFalse1066.80
4100520159766NoneCSR 2023-24 Volume-II Sl.no-12.57.5 P.No 105Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick one side teak and one side commercialSqm4091.854091.852.52FalseNoneNoneFalseNoneFalse10311.4620
4100521159766NoneBuilding 2023-2024 PWD SR (Vol-2) Sl No.12.87 Providing & fixing of 2.5 track x 2panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2 (Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 81mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5mm. Windows shall be provided with 5mm plain float glass, standard hardware & single point locking system with touch lock. Wall thickness of frame & sash shall be of 1.8-2.0mm. Maximum possible size 1519mm x 1519mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)Cum6947.346947.347.2FalseNoneNoneFalseNoneFalse50020.8480
4100522159766NonePWD SR 2023-24 Vol-02 P.No.85, I.No.11.34AProviding and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.Kgs176.4176.4262.8FalseNoneNoneFalseNoneFalse46357.920
4100523159766NonePWD SR 2023-24 Vol-02 P.No.41, I.No.8.2.2Inside Plastering Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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.Sqm292.95292.9584.96FalseNoneNoneFalseNoneFalse24889.0320
4100524159766NoneCommon SR 2023-24 V-2, Pg-42 I No.8.8Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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.Sqm389.55389.55197.12FalseNoneNoneFalseNoneFalse76788.0960
4100525159766NoneCommon v-2 SR 2023-24 Page No. 63, Item No. 9.36Providing flooring with 25mm thick polished Cuddapah 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 Sqm1732.51732.570.08FalseNoneNoneFalseNoneFalse121413.60
4100526159766NoneEle SR23-24, Chapter - 1 P.No. 2, I.No. 1.2.1Supplying heavy gauge PVC conduit pipe19/20 mm dia 2 mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junctionboxes, adhesive paste etc., and running before concreting the slab. Theconduit should be tied to the reinforcement rods by using bindingwires and unused ways of junction boxes and pipe ends should becovered using PVC end enclosures, run with 18SWG GI fish wirewherever necessaryMtr66.066.045.0FalseNoneNoneFalseNoneFalse2970.00
4100527159766NoneVol-01 P.No.7, I.No. 1.8Construction 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 bour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.Cum497.7497.753.14FalseNoneNoneFalseNoneFalse26447.7780
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17275136880000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17275136880000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17275136880000NoneNoneELIGIBILITYBidders 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
17275136880000NoneNoneELIGIBILITYIt 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
17275136880000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17275136880000NoneNoneELIGIBILITYDepartment Registration DetailsNone
17275136880000NoneNoneELIGIBILITYTotal value of civl engineering works executed and payments received in the last five years (year-wise)None
17275136880000NoneNoneELIGIBILITYList of existing commitments and ongoing workNone
17275136880000NoneNoneELIGIBILITYList of works for which tenders already submittedNone
17275136880000NoneNoneELIGIBILITYBanker DetailsNone
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Valid PWD Registration certificateTrueTechnical Bid
Annual turnover certificate with valid UDIN No for last 5 years i.e., from 2019-20 to 2023-24 obtained from the Chartered Accountant and supported by the income tax returns filed by the bidder with IT departmentsTrueTechnical Bid
To qualify for award of this contract, each tenderer in his name should have in the last five years period i.e. 2019-20 2020-21 2021-22 2022-23 2023-24 achieved in at least two financial years on average annual financial turnover of 100 percent of cost of the work.TrueTechnical Bid
Work done certificate for Satisfactorily completed as prime contractor, at least one similar nature of work value not less than 50 percent from Competent Authority not below the rank of Executive Engineer or equivalent And also list of such works in FORMAT-2TrueTechnical Bid
Existing commitments and ongoing works which are yet to be completedTrueTechnical Bid
The works for which tender acceptance letters are received are to be furnished.TrueTechnical Bid
The information of the works for which tenderer has already submitted tender are to be furnished.TrueTechnical Bid
The information on litigation in which the Tenderer is involved are to be furnished.TrueTechnical Bid
Name, address, and telephone, telex, and fax numbers of the tenderers bankers who may provide references if contacted by the employer are not furnished.TrueTechnical Bid
Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity A X N X 2.5 - BTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone