createdTsNone
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createdDateNone
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noticeInvitingTenderDTO
createdTs1721198077652
version8
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee1430.00
emd115508.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose29-07-2024 17:30:00
tenderQueryClose26-07-2024 17:30:00
technicalBidOpen02-08-2024 11:30:00
publishedDate22-07-2024 16:54:34
publishedByPostCMC_MCOM_SRGP
publishedByUserKPE19623 - H N GURUPRASAD
bidValidityPeriod90
noOfCalls2
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnTrue
percentageRateTypeTextNone
contactPersonPRIYANKA
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber9606880834
tenderSupplierListNone
tenderSchedule
createdTs1721198077655
version13
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/BD/WORK_INDENT16922/CALL-2
titleConstruction of Proposed 8 TPD MRF Centre Material Recovery Facility of PEB Structure (PRIMARY SHED).IN SIRUGUPPA
descriptionConstruction of Proposed 8 TPD MRF Centre (Material Recovery Facility) of PEB Structure (PRIMARY SHED).IN SIRUGUPPA
categoryWORKS
categoryTextWorks
ecv5714348.51
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2231
locationNameDMA City Municipal Council Siraguppa
provisionalAmount6850000.0
groupOverheadTotalNone
fileNumberCMC/SBM2/MRF/01
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17211980780000NoneNoneBuildingsConstruction of Proposed 8 TPD MRF Centre Material Recovery Facility of PEB Structure (PRIMARY SHED).IN SIRUGUPPA5714348.51
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3537135127491NoneK001KSRB 1-1.14.1: Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work. (Item No. 1.14.1 Page No. 8 Vol.1 PWD SRCum107.1107.165.07FalseNoneNoneFalseNoneFalse6968.9970
3537136127491NoneK002KSRB 2-2.1.2: Providing 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork shall be paid separately. Specification No. KBS 2.1, (Item No. 2.1.2 Page No. 15 Vol.1 PWD SR)Cum5947.25947.245.55FalseNoneNoneFalseNoneFalse270894.960
3537137127491NoneK003KSRB 2-2.3.2:Providing 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). M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Specification No. KBS 2.3., 2.3 (Item No. 2.3.2 Page No. 16 Vol.1 PWD SR & Appendix I page No.115). FOR FOOTING - INCLUDING 8% CENTRING CHARGESCum7322.47322.422.05FalseNoneNoneFalseNoneFalse161458.920
3537138127491NoneK003AKSRB 2-2.3.2:Providing 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). M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Specification No. KBS 2.3., 2.3 (Item No. 2.3.2 Page No. 16 Vol.1 PWD SR & Appendix I page No.115). FOR COLUMN BASE - INCLUDING 70% CENTRING CHARGESCum11340.011340.08.41FalseNoneNoneFalseNoneFalse95369.40
3537139127491NoneK003BKSRB 2-2.3.2:Providing 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). M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Specification No. KBS 2.3., 2.3 (Item No. 2.3.2 Page No. 16 Vol.1 PWD SR & Appendix I page No.115). FOR HALL GRADE SLAB - INCLUDING 8% CENTRING CHARGESCum7322.47322.449.41FalseNoneNoneFalseNoneFalse361799.7840
3537140127491NoneK004KSRB 2-2.2.3.1 :Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Item No. 2.2.3 Page No. 15 Vol.1 PWD SR & Appendix I page No.115)Cum9820.89820.85.94FalseNoneNoneFalseNoneFalse58335.5520
3537141127491NoneK005KSRB 2.11 Steel Fabrication: 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. (Item No. 2.11 Page No. 18 Vol.1 PWD SRTonne93929.8593929.857.67FalseNoneNoneFalseNoneFalse720441.94950
3537142127491NoneK006KSRB 5-5.4: Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) . (Item No. 5.4 Page No. 9 Vol.2 PWD SRCum6708.456708.4528.22FalseNoneNoneFalseNoneFalse189312.4590
3537143127491NoneK007KSRB 1-1.8: Construction 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 labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work (Item No. 1.8 Page No. 7 Vol.1 PWD SR)Cum474.0474.0322.51FalseNoneNoneFalseNoneFalse152869.740
3537144127491NoneK008KSRB 6-6.33: Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm 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. (Item No. 6.33 Page No. 17 Vol.2 PWD SR)Sqm1292.551292.55145.44FalseNoneNoneFalseNoneFalse187988.4720
3537145127491NoneK009KSRB 6-6.33: Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm 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. (Item No. 6.33 Page No. 17 Vol.2 PWD SR)Sqm309.75309.75303.84FalseNoneNoneFalseNoneFalse94114.440
3537146127491NoneK0010Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. (Item No. 11.2, Page No. 77, Vol.2)Kgs118.65118.6519518.0FalseNoneNoneFalseNoneFalse2315810.70
3537147127491NoneK0011Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineerin-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. (Item No. 7.38, Page No. 26, Vol.2)Sqm585.04585.04951.97FalseNoneNoneFalseNoneFalse556940.52880
3537148127491NoneK0012KSRB 8-8.51 : Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.(Item No. 8.51, Page No. 50, Vol.2)Sqm105.0105.0303.84FalseNoneNoneFalseNoneFalse31903.20
3537149127491NoneK0013KSRB 8-8.54.1 : Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g/L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. One coat as per specifications and as per directions of Engineer in charge.(Item No. 8.54.1, Page No. 50, Vol.2)Sqm76.6576.65145.44FalseNoneNoneFalseNoneFalse11147.9760
3537150127491NoneK0014KSRB 11-11.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (Item No. 11.6.1, Page No. 76, Vol.2)Sqm2764.652764.6514.76FalseNoneNoneFalseNoneFalse40806.2340
3537151127491NoneK0015KSRB 11-11.8.4:Extra for providing 2 HP Mild Steel Auto Reverse Shutter Gearbox for operating rolling shutters including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(Item No. 11.8.4, Page No. 77, Vol.2)Nos25920.325920.32.0FalseNoneNoneFalseNoneFalse51840.60
3537152127491NoneK0016KSRB 11-11.35.1.1:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion: Powder coated aluminium (minimum thickness of powder coating 50 micron) including cost of materials, labour, usage charges of machinery complete as per specifications.(Item No. 11.35.1.1, Page No. 87, Vol.2)Kgs474.6474.6300.0FalseNoneNoneFalseNoneFalse142380.00
3537153127491NoneK0017Open Conduit System: Supplying heavy gauge PVC Conduit Pipe . dia .mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. As per Specification in Common PWD Common Electrical SR-2023-24 Page No-2 Item No-1.3.225/20mm dia 2mm thickMtr79.079.0560.0FalseNoneNoneFalseNoneFalse44240.00
3537154127491NoneK0018ASupplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete, complete.As per Specification in Common PWD Electrical SR 2023-24Each103.0103.010.0FalseNoneNoneFalseNoneFalse1030.00
3537155127491NoneK0018B4-5 Way ( P.no 08, I.no.3.3.3)Each137.0137.010.0FalseNoneNoneFalseNoneFalse1370.00
3537156127491NoneK0018C8 Way ( P.no 08, I.no.3.3.5)Each219.0219.015.0FalseNoneNoneFalseNoneFalse3285.00
3537157127491NoneK0018D10-12 Way ( P.no 08, I.no.3.3.6)Each261.0261.015.0FalseNoneNoneFalseNoneFalse3915.00
3537158127491NoneK0018E16-18 way ( P.no 08, I.no.3.3.8)Each339.0339.05.0FalseNoneNoneFalseNoneFalse1695.00
3537159127491NoneK0019ASupplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. Common PWD Electrical SR 2023-24Each137.0137.020.0FalseNoneNoneFalseNoneFalse2740.00
3537160127491NoneK0019B4-5 Way ( P.no 08, I.no.3.5.3)Each175.0175.010.0FalseNoneNoneFalseNoneFalse1750.00
3537161127491NoneK0019C8 Module (P.no 8, I.no.3.5.5)Each284.0284.015.0FalseNoneNoneFalseNoneFalse4260.00
3537162127491NoneK0019D10-12 Module (P.no 8, I.no.3.5.6)Each344.0344.015.0FalseNoneNoneFalseNoneFalse5160.00
3537163127491NoneK0019E16 to 18 Module (P.no-8, I.no.3.5.8)Each457.0457.05.0FalseNoneNoneFalseNoneFalse2285.00
3537164127491NoneK0020APoint wiring using copper wire with switch: Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing 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. Common PWD Electrical SR 2023-24 Medium Point ( P.no 05, I.no.2.1.2)Point394.0394.06.0FalseNoneNoneFalseNoneFalse2364.00
3537165127491NoneK0020BLong Point ( P.no 05, I.no.2.1.3Point570.0570.06.0FalseNoneNoneFalseNoneFalse3420.00
3537166127491NoneK0021AWiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010confirming to latest amendments. Common PWD Electrical SR 2023-24 1.5 Sqmm (P.no 05, I.no 2.3.2)Mtr26.026.0300.0FalseNoneNoneFalseNoneFalse7800.00
3537167127491NoneK0021B2.5 Sqmm (P.no 05, I.no 2.3.3Mtr42.042.0400.0FalseNoneNoneFalseNoneFalse16800.00
3537168127491NoneK0021C4 Sqmm (P.no 05, I.no 2.3.4)Mtr63.063.0400.0FalseNoneNoneFalseNoneFalse25200.00
3537169127491NoneK0022Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Common PWD Electrical SR 2023-24 6 Amps One way Switch(P.no.9. I.no 3.6.1)Each102.0102.035.0FalseNoneNoneFalseNoneFalse3570.00
3537170127491NoneK0022B6 Amps 3 way Socket(P.no.9 I.no 3.6.3)Each171.0171.012.0FalseNoneNoneFalseNoneFalse2052.00
3537171127491NoneK0022CStepped Fan Regulator(P.no.9 I.no 3.6.4)Each357.0357.08.0FalseNoneNoneFalseNoneFalse2856.00
3537172127491NoneK0022D16Amps one way switch(P.no.9. I.no 3.6.7)Each180.0180.010.0FalseNoneNoneFalseNoneFalse1800.00
3537173127491NoneK0022E32Amps DP switch(P.no.9. I.no 3.6.9)Each326.0326.06.0FalseNoneNoneFalseNoneFalse1956.00
3537174127491NoneK0022F6/16Amps universal socket(P.no.9. I.no 3.6.10)Each236.0236.06.0FalseNoneNoneFalseNoneFalse1416.00
3537175127491NoneK0023Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board.As per Specification in Common PWD Electrical SR 2023-24 .P.no.10. I.no 3.14.6 6 Amps lamp holderNos71.071.030.0FalseNoneNoneFalseNoneFalse2130.00
3537176127491NoneK0024Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure.As per Specification in Common PWD Electrical SR 2023-24Each2932.02932.04.0FalseNoneNoneFalseNoneFalse11728.00
3537177127491NoneK0025Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. As per Specification in Common PWD Electrical SR 2023-24 6-32 Amps DP( P.no 17, I.no.5.18.4)Each739.0739.010.0FalseNoneNoneFalseNoneFalse7390.00
3537178127491NoneK002550-63Amps TPN( P.no 18, I.no.5.18.9)Each3088.03088.08.0FalseNoneNoneFalseNoneFalse24704.00
3537179127491NoneK0026Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws,bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Micro processor release and Earth Fault as per IS-13947. ( Icu = Ics).As per Specification in Common PWD Electrical SR 2021-22 P.no -17 FOUR POLE. I.no.5.15.9) 100Amps 35kA.Each8487.08487.02.0FalseNoneNoneFalseNoneFalse16974.00
3537180127491NoneK00271.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 ESCOM Common A)SR 2023-2416 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm)(P.No- 13 I no-32.05]Km141842.0141842.00.25FalseNoneNoneFalseNoneFalse35460.50
3537181127491NoneK0028Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff [ p, no-52 I no-21.05] ESCOM Common SR 2023-242.5 to 25 Sqmm LT CABLEKm20886.020886.00.35FalseNoneNoneFalseNoneFalse7310.10
3537182127491NoneK0029Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia(Page No-193, Item No-P430A)KUWSBD DSR 2021-22Job3750.03750.02.0FalseNoneNoneFalseNoneFalse7500.00
3537183127491NoneK0030Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling /rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. As per Specification in On Wall/ ceiling / Ratter / Griders Common PWD Ele 2023-24 P No-56 Item no-13.7.1Each122.0122.012.0FalseNoneNoneFalseNoneFalse1464.00
3537184127491NoneK0031Supplying heavy gauge PVC Conduit Pipe . dia . mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. Common PWD Ele 2023-24 [P No-2, Item no:1.3.4] 40 mm dia 2.5 mm thickMtr139.0139.060.0FalseNoneNoneFalseNoneFalse8340.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17211980780000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17211980780000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17211980780000NoneNoneELIGIBILITYBidders 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
17211980780000NoneNoneELIGIBILITYIt 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
17211980780000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17211980780000NoneNoneELIGIBILITYAll condition are as per KW 3 tender documentNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneMinimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)NoneNone
NoneNoneNoneNoneSatisfactoriy 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)NoneNone
NoneNoneNoneNoneExecuted in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction)NoneNone
NoneNoneNoneNoneTenderer 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 yearNoneNone
NoneNoneNoneNoneTenderer 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 yearNoneNone
NoneNoneNoneNoneOwning the following key and critical equipment for this work (xxxx, xxxx, xxxx)NoneNone
NoneNoneNoneNoneLiquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period)NoneNone
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)NoneNone
NoneNoneNoneNoneList of existing commitments and ongoing worksNoneNone
NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneBanker Details for referenceNoneNone
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five yearsNoneNone
NoneNoneNoneNoneQualification 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 awardedNoneNone
NoneNoneNoneNoneList of Financial Resources with CertificatesNoneNone
NoneNoneNoneNoneTo qualify for award of this contract each tenderer in its name should have in the last five years in any one year Satisfactorily completed as prime contractor at least one similar work such as of value not less than Rs 34.25 Lakhs (Similar nature of work done should be submitted along with indent number dully signed by EE)Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneTo qualify for award of this contract each tenderer in its name should have in the last five years in any one year Satisfactorily completed as prime contractor such as of value not less than Rs 61.65 Lakhs (Certified by the CA)Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneTo qualify for award of this contract each tenderer in its name should have in the last five years i.e. 2019-20 to 2023-24 achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs 68.50 LakhsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneAll condition are as per KW3 tender documentOthersAll condition are as per KW3 tender document
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- All condition are as per KW3 tender document
NoneNoneNoneNoneValid PWD Contractor Registration CertificateOthersRegistration Certificate
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneExecuted in one year for a continuous period of 12 months the following minimum quantities of work 1.Earthwork excavation- 52.05 Cum 2. All type of Cement Concrete Plain and Reinforced 105.08 Cum 3.Steel reinforcement and Structural Steel - 6.136Tonne 4. Gravel 258.008 Cum 5. Angle bolt and trusses steel15614.40 Kgs Certified Not less than the ranking of EEOthersQuantity of work
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneLiquid assets and /or availability of credit facilities of not less than Rs 20.55 Lakhs(Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc. in the suggested format given below Conditional bankers certificate not acceptableOthersLiquid assets
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Valid PWD Contractor Registration CertificateTrueTechnical Bid
To qualify for award of this contract each tenderer in its name should have in the last five years i.e. 2019-20 to 2023-24 achieved in at least two financial years a minimum financial turnover in all classes of civil engineering construction works only of Rs 68.50 LakhsTrueTechnical Bid
To qualify for award of this contract each tenderer in its name should have in the last five years in any one year Satisfactorily completed as prime contractor such as of value not less than Rs 61.65 Lakhs Certified by the CATrueTechnical Bid
To qualify for award of this contract each tenderer in its name should have in the last five years in any one year Satisfactorily completed as prime contractor at least one similar work such as of value not less than Rs 34.25 Lakhs Similar nature of work done should be submitted along with indent number dully signed by EETrueTechnical Bid
Executed in one year for a continuous period of 12 months the following minimum quantities of work Earthwork excavation 52.05 Cum 2 All type of Cement Concrete Plain and Reinforced 105.08 Cum 3.Steel reinforcement and Structural Steel - 6.136 Tonne 4. Gravel- 258.008 Cum 5. Angle bolt and trusses steel-15614.40 Kgs Certified Not less than the ranking of EETrueTechnical Bid
Liquid assets and or availability of credit facilities of not less than Rs 20.55 Lakhs Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc. in the suggested format given below Conditional bankers certificate not acceptableTrueTechnical Bid
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