createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1724742655307
version3
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee2140.00
emd128000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose25-09-2024 17:30:00
tenderQueryClose24-09-2024 11:30:00
technicalBidOpen27-09-2024 11:00:00
publishedDate10-09-2024 12:03:31
publishedByPostCMC_MCOM_SDG
publishedByUserKPE13527 - MANJUNATHA
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonRaghunath MS
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber8050976110
tenderSupplierListNone
tenderSchedule
createdTs1724742655334
version4
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/BD/WORK_INDENT27958
titleConstruction of Proposed 10TPD MRF Centre (Material Recovery Facility) of PEB Structure (PRIMARY & SECONDARY SHED) AT SIDLAGHATTA LAND FILL SITE CMC
descriptionConstructionn of Proposed 10TPD MRF Centre (Material Recovery Facility) of PEB Structure (PRIMARY & SECONDARY SHED) AT SIDLAGHATTA LAND FILL SITE CMC
categoryWORKS
categoryTextWorks
ecv8522830.40
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2472
locationNameDMA City Municipal Council Sidlaghatta
provisionalAmount8522904.0
groupOverheadTotalNone
fileNumberCMC/SDL/JE1/CR/12/2024-23
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17247426550000NoneNoneBuildingsConstruction of Proposed 10TPD MRF Centre (Material Recovery Facility) of PEB Structure (PRIMARY & SECONDARY SHED) AT SIDLAGHATTA LAND FILL SITE CMC8522830.4
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3862770147902NoneSDL01Earth 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 SR)Cum105.06105.0692.0FalseNoneNoneFalseNoneFalse9665.520
3862771147902NoneSDL02Providing 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)Cum5833.925833.9290.01FalseNoneNoneFalseNoneFalse525111.13920
3862772147902NoneSDL03Providing 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)Cum7208.357208.3524.16FalseNoneNoneFalseNoneFalse174153.7360
3862773147902NoneSDL04Providing 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) [+] 8% (centering Charges)Cum11346.4811346.489.21FalseNoneNoneFalseNoneFalse104501.08080
3862774147902NoneSDL05Providing 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) [+] 70% (centering Charges)Cum7208.357208.35106.21FalseNoneNoneFalseNoneFalse765598.85350
3862775147902NoneSDL06Providing 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)Cum9789.129789.1210.71FalseNoneNoneFalseNoneFalse104841.47520
3862776147902NoneSDL07Supplying, 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 SR)Tonne92140.7192140.718.756FalseNoneNoneFalseNoneFalse806784.056760
3862777147902NoneSDL08Providing 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 SR)Cum6580.676580.6741.79FalseNoneNoneFalseNoneFalse275006.19930
3862778147902NoneSDL09Construction 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)Cum488.22488.22565.36FalseNoneNoneFalseNoneFalse276020.05920
3862779147902NoneSDL10Providing 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)Cum1267.931267.93275.14FalseNoneNoneFalseNoneFalse348858.26020
3862780147902NoneSDL11Providing 20mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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.(Item No. 8.3.1, Page No. 41, Vol.2)Sqm364.62364.62600.14FalseNoneNoneFalseNoneFalse218823.04680
3862781147902NoneSDL12Providing 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)Kgs116.39116.3926953.0FalseNoneNoneFalseNoneFalse3137059.670
3862782147902NoneSDL13Providing 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)Sqm585.04585.041625.46FalseNoneNoneFalseNoneFalse950959.11840
3862783147902NoneSDL14Finishing 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-charge..(Item No. 8.28, Page No. 42, Vol.2)Sqm91.6791.67600.14FalseNoneNoneFalseNoneFalse55014.83380
3862784147902NoneSDL15Supplying 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)Sqm2711.992711.9927.0FalseNoneNoneFalseNoneFalse73223.730
3862785147902NoneSDL16KSRB 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)Nos25426.5825426.582.0FalseNoneNoneFalseNoneFalse50853.160
3862786147902NoneSDL17Providing 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)Kgs465.56465.56480.0FalseNoneNoneFalseNoneFalse223468.80
3862787147902NoneSDL18Supply, erection, testing and commissioning of LT Control Panel panel cubicle type made out of 14/16 Swg MS CRCA sheet which is derusted,degreased, phosphated and passivated with angle iron skeleton or sheet folded construction. The panel to be dust and vermin proof type and with powder coated paint after suitable seven tank pretreatment. The panel will have individual compartments for incoming and outgoing feeders made out of cold rolled sheet and doors fitted with Neoprene gaskets and fasteners.The switchboards are to be tested as per IS 8623-1977 specifications.Busbars are to be of high conductivity Aluminium Alloy E91E IS 5082 specification. The panel shall have both bottom & top cable entry provisions and panel shall be mounted on Pedestal of 300 mm height.Main PanelIncomer : MCCB TPN 100A with CBCT ELR & Ph indicators, meter section with all parameters as required 100A 4 Wire 25kA 415V Aluminium busbars compartment.Outgoings: 63A MCCB feeder- 01No.Outgoings: 16A MPCB feeder - 01NosOutgoings: 16A MPCB feeder - 02NosOutgoings: 63/40A MCB feeder- 08NosNos85000.085000.01.0FalseNoneNoneFalseNoneFalse85000.00
3862788147902NoneSDL19Sub panel-1 Incomer : MCB TPN 63A with CBCT ELR & Ph indicators, section with all parameters as required 63A 4 Wire 16kA 415V Aluminium busbars compartment.Outgoings: 40/63A 4P MCB feeder- 10No.Outgoings: 32A Industrial socket-02Nos.Outgoings: 16A Industrial socket-02Nos.Nos35000.035000.01.0FalseNoneNoneFalseNoneFalse35000.00
3862789147902NoneSDL20LT Cables Supply & laying 1.1kV LT UG cable XLPE / heat resistant PVC insulated, PVC extruded inner sheath armoured as per IS:1554 part-1 or IS:7098 part-1, Armouring thickness +5% and resistivity 14 Ohms /Kms Max as per IS: 3975. Glands & Lugs not included.3.5Cx50 Sqmm Al Ar cable (16 GI Strips- 4x0.8mm)Km184342.19184342.190.1FalseNoneNoneFalseNoneFalse18434.2190
3862790147902NoneSDL214Cx25 Sqmm Al Ar cable (13 GI Strips- 4x0.8mm)Km185239.32185239.320.1FalseNoneNoneFalseNoneFalse18523.9320
3862791147902NoneSDL224Cx16 Sqmm Al Ar cable (11 GI Strips- 4x0.8mm)Km146097.26146097.260.05FalseNoneNoneFalseNoneFalse7304.8630
3862792147902NoneSDL234Cx10 Sqmm Cu Ar cable (10 GI Strips- 4x0.8mm)Km121544.12121544.120.05FalseNoneNoneFalseNoneFalse6077.2060
3862793147902NoneSDL24Supply & installation of LT Cables End termination - Heavyduty cable Glands suitable for UG cable of 1.1kV Class.3.5Cx50 Sqmm Al Ar cableSet385.0385.02.0FalseNoneNoneFalseNoneFalse770.00
3862794147902NoneSDL254Cx25 Sqmm Al Ar cableSet250.0250.02.0FalseNoneNoneFalseNoneFalse500.00
3862795147902NoneSDL264Cx16 Sqmm Al Ar cableSet225.0225.02.0FalseNoneNoneFalseNoneFalse450.00
3862796147902NoneSDL274Cx10 Sqmm Cu Ar cableSet200.0200.02.0FalseNoneNoneFalseNoneFalse400.00
3862797147902NoneSDL284Cx6.0 Sqmm Cu Ar cableSet185.0185.02.0FalseNoneNoneFalseNoneFalse370.00
3862798147902NoneSDL293Cx6.0 Sqmm Cu Un Ar cableSet145.0145.02.0FalseNoneNoneFalseNoneFalse290.00
3862799147902NoneSDL303Cx4.0 Sqmm Cu Un Ar cableSet138.0138.02.0FalseNoneNoneFalseNoneFalse276.00
3862800147902NoneSDL31Supply & installation of Tinned Copper lugs crimping & wiring to terminal point.50 Sqmm Preinsulated lug.CPTAUNos314.15314.153.0FalseNoneNoneFalseNoneFalse942.450
3862801147902NoneSDL3225 Sqmm Preinsulated lug.CPTAUNo295.61295.613.0FalseNoneNoneFalseNoneFalse886.830
3862802147902NoneSDL3316 Sqmm Preinsulated lug.CPTAUNo146.26146.262.0FalseNoneNoneFalseNoneFalse292.520
3862803147902NoneSDL3410 Sqmm Preinsulated lug.CPTAUNo120.0120.02.0FalseNoneNoneFalseNoneFalse240.00
3862804147902NoneSDL356.0 Sqmm Preinsulated lug.CPTAUNo110.0110.02.0FalseNoneNoneFalseNoneFalse220.00
3862805147902NoneSDL366.0 Sqmm Preinsulated lug.CPTAUNo90.090.02.0FalseNoneNoneFalseNoneFalse180.00
3862806147902NoneSDL374.0 Sqmm Preinsulated lug.CPTAUNo85.085.02.0FalseNoneNoneFalseNoneFalse170.00
3862807147902NoneSDL38Supplying & Fixing heavey guage PVC conduit type 2mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc, and shall be concealed in wall/RCC slab or exposed on fixing invrted wood plugs in case of RCC ceiling and RCC wall/stone structure or rawl plugs in case of brick wall & cement plastering the damaged portion using heavy gauage saddles at interval of 700mm using NF screws.19/20mm dia PVC 2mm thick conduitMtr71.0771.0730.0FalseNoneNoneFalseNoneFalse2132.10
3862808147902NoneSDL3925mm dia PVC 2mm thick conduitMtr83.4383.4330.0FalseNoneNoneFalseNoneFalse2502.90
3862809147902NoneSDL4032mm dia PVC 2mm thick conduitMtr109.18109.1830.0FalseNoneNoneFalseNoneFalse3275.40
3862810147902NoneSDL4140mm dia PVC 2mm thick conduitMtr153.47153.4730.0FalseNoneNoneFalseNoneFalse4604.10
3862811147902NoneSDL42Point wiring using Copper wire with switch Supply & wiring from switch board upto first light point & looped continously for the extent light points. Wire size 2x1.5 Sqmm Ph-N & 1x1.0Sqmm for E for point wiring laid in existing conduit.1 Light point upto 3Mtr from switch boardNos293.55293.552.0FalseNoneNoneFalseNoneFalse587.10
3862812147902NoneSDL431 Light point above 3M upto 6Mtr from switch boardNos405.82405.822.0FalseNoneNoneFalseNoneFalse811.640
3862813147902NoneSDL441 Light point above 6M upto 10Mtr from switch boardNos587.1587.13.0FalseNoneNoneFalseNoneFalse1761.30
3862814147902NoneSDL45Two outlet in a row above 3Mtr upto 6Mtr from switch boardNos729.24729.243.0FalseNoneNoneFalseNoneFalse2187.720
3862815147902NoneSDL46Three outlet in a row above 6Mtr upto 10Mtr from switch boardNos1066.051066.053.0FalseNoneNoneFalseNoneFalse3198.150
3862816147902NoneSDL47Wiring 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 IS694:2010 1.0 Sqmm Cu FRLS wireMtr19.5719.57300.0FalseNoneNoneFalseNoneFalse5871.00
3862817147902NoneSDL481.5 Sqmm Cu FRLS wireMtr26.7826.78300.0FalseNoneNoneFalseNoneFalse8034.00
3862818147902NoneSDL492.5 Sqmm Cu FRLS wireMtr43.2643.26300.0FalseNoneNoneFalseNoneFalse12978.00
3862819147902NoneSDL504.0 Sqmm Cu FRLS wireMtr64.8964.8950.0FalseNoneNoneFalseNoneFalse3244.50
3862820147902NoneSDL516.0 Sqmm Cu FRLS wireMtr94.7694.7650.0FalseNoneNoneFalseNoneFalse4738.00
3862821147902NoneSDL52Switches & sockets outlets in Existing modular box 6A one way switchNos105.06105.064.0FalseNoneNoneFalseNoneFalse420.240
3862822147902NoneSDL536A three way switchNos176.13176.132.0FalseNoneNoneFalseNoneFalse352.260
3862823147902NoneSDL54Stepped fan regulatorNos367.71367.712.0FalseNoneNoneFalseNoneFalse735.420
3862824147902NoneSDL556/16A Universal socketNos243.08243.082.0FalseNoneNoneFalseNoneFalse486.160
3862825147902NoneSDL56Supply of LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen MaintenaNos9770.589770.5814.0FalseNoneNoneFalseNoneFalse136788.120
3862826147902NoneSDL57GI/Copper strips for grounding connections, using necessary fixing materials as required. 25 x 6 mm GI stripMtr131.84131.8480.0FalseNoneNoneFalseNoneFalse10547.20
3862827147902NoneSDL588 SWG GI Wire (4.064 mm Dia), Std Wt: 131 Kg/KM ,Mtr77291.277291.20.032FalseNoneNoneFalseNoneFalse2473.31840
3862828147902NoneSDL59Supply & installation of Cable Trays fixed with MS angles, hitech & anchor fastner supports at interval 0.9M interval shall be included complete run below ceiling/wall.Supplying & Laying cable trays including welding, fixing of supports Cable tray of 300 mm width (suitable for cable duct of D type)Mtr776.62776.6250.0FalseNoneNoneFalseNoneFalse38831.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17247426580000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17247426580000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17247426580000NoneNoneELIGIBILITYBidders 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
17247426580000NoneNoneELIGIBILITYIt 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
17247426580000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneSatisfactoriy completed (atleast 80%) as prime contractor at-least one such similar work of value not less than Rs52.50.Lakhs (80% of estimated cost of tender)Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneExecuted in any one year the following minimum quantities of work excavation/Embankment:-73.00CUM PCC/RCC:-92.00CUM Steel reinforcement/Structural steel 7.00TONNESoild Concret Blocks :-200.11SQMTR Structural steel work:-21562.00KGS Galvanized Iron Profile sheets:-1300.00SQMTPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneSatisfactory Performance Certificate
NoneNoneNoneNoneTenderer or his identified Sub Contractor should possess valid license for executing Building/ Shed work and should have executed similar works totallng Rs. 52.50lakhs (not less than 80% works) n any one yearPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneList of works for which tenders already submittedPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneSatisfactory completed, at least one similar Building/ Shed work not less than Rs. 52.50 Lakhs as prime contractor.KPPP Portal Indent Numbers Should be mentioned in all submitted work done certificates for similar work done and Quantities.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
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 awardedPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneMinimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. 210.00Lakhs)Financial StatusNone
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 2023-24Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- FINANCIAL STATUS
NoneNoneNoneNoneAchieved in at least two financial years a minimum annual financial turnover of Rs. 210.00 LakhsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneAchieved in at least two financial years a minimum annual financial turnover of Rs. 210.00 Lakhs. (Turnover certificate from CA with valid UDIN No. to be furnished along with necessary documents.)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneTenderer Contractor should possess valid License for executing building works and should have executed similar works total Rs. 52.50LAKHS(not less than 80% ofworks) n any one yearOthersCERTIFICATES
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneLiquid assets and or availability of credit facilities of no less than Rs.25.57 Lakhs Unconditional Credit lines/ letters of credit/ certificates from banks for meeting the fund requirement etcOthersLINE OF CREDIT
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- LINE OF CREDIT
NoneNoneNoneNoneList of existing commitments and ongoing worksOthersList of existing commitments and ongoing works
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- List of existing commitments and ongoing works
NoneNoneNoneNonePAN AND GST CERTIFICATESOthersPAN AND GST CERTIFICATES
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneGST Registration
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
Contarctor Registration CertificateTrueTechnical Bid
Bidder should have achieved a minimum of Rs. 210.00Lakhs turnover in any One of the last five Financial years.Balance sheet/profit & loss statement/Income tax returns statements for the same, certified by the Auditor 210.00lakhsTrueTechnical Bid
Contractor must Submit Bankers certificate of Rs. 25.57 lakhs from nationalised bank unconditional certificateTrueTechnical Bid
Satisfactorily completed at least one similar work such as construction of Building /Gowdon work of value not less than Rs.52.50 Lakhs as prime contractor.TrueTechnical Bid
Affidavit on a Rs 100.00 stamp paper stating the firm is not Black listed by any government departments/agencies/InstitutionsTrueTechnical Bid
PAN CARD GST CertificateTrueTechnical Bid
AS PER TENDER DOCUMENTSTrueTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
BuildingsNoneNoneNoneNoneCMC SIDLAGHATTANoneNoneNoneNoneNoneNone
tenderAddressNone
tenderRecallDTONone