createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1727511549866 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 22500.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 08-10-2024 16:30:00 tenderQueryClose 08-10-2024 15:30:00 technicalBidOpen None publishedDate 30-09-2024 14:02:16 publishedByPost RDPR_EE_DIV_BLR publishedByUser KPE19203 - H INDUDHAR bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson EE PRE DIVISION BALLARI splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08392266173 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1727511549912 version 4 createdDate None modifiedDate None tenderNumber RDPR/2024-25/BD/WORK_INDENT8901 title Construction of Yoga Hall for Govt Ayurveda Hospital Koluru in Ballari Taluk and Dist description Construction of Yoga Hall for Govt Ayurveda Hospital Koluru in Ballari Taluk and Dist category WORKS categoryText Works ecv 759159.21 deptName Rural Development and Panchayat Raj Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 818 locationName RDPR Division Office Ballari provisionalAmount 900000.0 groupOverheadTotal None fileNumber AEE/RDPR/SD/BLR/JE-2/HD/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1727511550000 0 None None Buildings Construction of Yoga Hall for Govt Ayurveda Hospital Koluru in Ballari Taluk and Dist 759159.21 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4100355 159759 None code01 Constructin Of Yoga Hall to Govt Ayush Hospital at Kolur Village In Kurugodu Taluk. Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 11904.17 11904.17 3.07 False None None False None False 36545.8019 0 4100356 159759 None code02 Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 11208.02 11208.02 3.85 False None None False None False 43150.877 0 4100357 159759 None code03 Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 10511.87 10511.87 7.43 False None None False None False 78103.1941 0 4100358 159759 None code04 Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 10163.79 10163.79 0.56 False None None False None False 5691.7224 0 4100359 159759 None code05 Supplying, 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. Tonne 94869.15 94869.15 1.39 False None None False None False 131868.1185 0 4100360 159759 None code06 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Cum 1170.24 1170.24 69.43 False None None False None False 81249.7632 0 4100361 159759 None code07 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., Complete. Size of Tile 600x600 mm Sqm 1213.7 1213.7 52.41 False None None False None False 63610.017 0 4100362 159759 None code08 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications Sqm 1475.52 1475.52 2.78 False None None False None False 4101.9456 0 4100363 159759 None code09 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge Sqm 4496.52 4496.52 2.52 False None None False None False 11331.2304 0 4100364 159759 None code10 Providing & fixing UPVC windowProviding & fixing of 2.5 track x 2-panel 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 colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. 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 2mm-2.5mm. Maximum possible size 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). Sqm 6944.06 6944.06 9.0 False None None False None False 62496.54 0 4100365 159759 None code11 Providing 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 steel windows by welding Kgs 178.08 178.08 37.8 False None None False None False 6731.424 0 4100366 159759 None code12 Inside 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 Sqm 369.68 369.68 66.83 False None None False None False 24705.7144 0 4100367 159759 None code13 Providing 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. Sqm 491.58 491.58 72.5 False None None False None False 35639.55 0 4100368 159759 None code14 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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-charge Sqm 161.29 161.29 139.33 False None None False None False 22472.5357 0 4100369 159759 None code15 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 136.5 136.5 214.2 False None None False None False 29238.3 0 4100370 159759 None code16 Providing and fixing Of Rcc Precast Fencing pole of Size 0.15mx0.15mx2.0m casted in M20 Downsize graded Aggregates making holes for barbed wire complete as per specifications and as per directions of the Engineer-in-Charge. Each 1150.1 1150.1 26.0 False None None False None False 29902.6 0 4100371 159759 None code17 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade) Sqm 891.46 891.46 78.0 False None None False None False 69533.88 0 4100372 159759 None code18 Concealed Conduit System : Supplying 19/20 mm dia 2 mm 2.5 mm thick heavy gauge PVC conduit pipe with suitable size bends metal / PC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with 18 SWG GI fish wire wherever necessary. Mtr 66.0 66.0 52.0 False None None False None False 3432.0 0 4100373 159759 None code19 Point wiring using copper wire with switch Supplying and wiring adopting loop system in existing PVC Conduit /casing caping using copper PVC insulated multi strand 2x1.5Sqmm copper wire with a 6Amps flush type SP control switch shall be fixed on the exisiting plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block.complete for each outlet.Point wiring using class A Materials: for Short point upto 3Mtr from tapping point to out let via switch Item No. 2.1, Page No.5.and as per directed by Engineer Incharge of Work. Point 394.0 394.0 4.0 False None None False None False 1576.0 0 4100374 159759 None code20 Wiring for lighting/power circuit using one of PVC insulated 1100v grade multis and Copper conductor single core cable in open or consealed system of wiring as per IS-694:1990 & confirming to GTP of Group-B . Group B Materials and as per directed by Engineer Incharge of Work.c.6 Sqmm Mtr 117.0 117.0 52.0 False None None False None False 6084.0 0 4100375 159759 None code21 Supplying Patti type Flourcent tube light fitting of 2' suitable for 14 watts flour cent tube fitting made out of M.S. Sheet and stove enameled with loss open construction copper wound ferromagnetic ballast starter locking type brass contract holders moulded on double fold type sheet base fully wired to use on 230 volts AC supply including T5 lamp. Item No.4.5, Page no.20.and as per directed by Engineer Incharge of Work. Each 1269.0 1269.0 4.0 False None None False None False 5076.0 0 4100376 159759 None code22 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operationon230V,50cycles.Single phaseACsupply conformingtoISS-374-1979andwithdouble ball bearing system. 48" Sweep (1200 mm) Regular model Each 2677.0 2677.0 2.0 False None None False None False 5354.0 0 4100377 159759 None code23 Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and Etc.., Each 147.0 147.0 4.0 False None None False None False 588.0 0 4100378 159759 None code24 Supplying and fixing PVC / metal conduit accessories Deep type junction box a) 19/20 mm dia 2 mm thick Each 49.0 49.0 4.0 False None None False None False 196.0 0 4100379 159759 None code25 Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, necessary masonry patch work complete a)12"x12x3" Sq CM 120.0 120.0 4.0 False None None False None False 480.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1727511551000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1727511551000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1727511551000 0 None None ELIGIBILITY Bidders 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 1727511551000 0 None None ELIGIBILITY It 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 1727511551000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1727511551000 0 None None ELIGIBILITY Department Registration Details None 1727511551000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1727511551000 0 None None ELIGIBILITY List of existing commitments and ongoing work None 1727511551000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1727511551000 0 None None ELIGIBILITY Banker Details None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Valid PWD Registration certificate True Technical 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 departments True Technical 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. True Technical 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-2 True Technical Bid Existing commitments and ongoing works which are yet to be completed True Technical Bid The works for which tender acceptance letters are received are to be furnished. True Technical Bid The information of the works for which tenderer has already submitted tender are to be furnished. True Technical Bid The information on litigation in which the Tenderer is involved are to be furnished. True Technical 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. True Technical 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 - B True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None