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evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee1950.00
emd175000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose25-03-2024 16:00:00
tenderQueryClose20-03-2024 17:00:00
technicalBidOpen26-03-2024 17:00:00
publishedDate15-03-2024 12:40:09
publishedByPostKTIL_EE_BNG
publishedByUserKPE16715 - VIJAYKUMAR C
bidValidityPeriod90
noOfCalls1
preBidMeetingDate20-03-2024 11:30:00
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itemwiseEmdRequiredYnNone
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officeNumber08022352525
mobileNumber8296491161
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createdTs1710482951678
version4
createdDateNone
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tenderNumberKTIL/2023-24/OW/WORK_INDENT10
titleDEVELOPMENT OF TEMPLE FRONT PATHWAY AT PADUVARI SOMESHWARA TEMPLE, AT BYNDOOR TALUK UDUPI DISTRICT
descriptionDEVELOPMENT OF TEMPLE FRONT PATHWAY AT PADUVARI SOMESHWARA TEMPLE, AT BYNDOOR TALUK, UDUPI DISTRICT construction of sea face 3mtrs X100 mts cantilever beam structure
categoryWORKS
categoryTextWorks
ecv7795198.21
deptNameKarnataka Tourism Infrastructure Limited
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnFalse
location8078
locationNameKTIL Managing Director Office Bengaluru
provisionalAmount12400000.0
groupOverheadTotalNone
fileNumberKTIL/UDUPI/01/2023-24
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17104829520000NoneNoneOther WorksDEVELOPMENT OF TEMPLE FRONT PATHWAY AT PADUVARI SOMESHWARA TEMPLE, AT BYNDOOR TALUK UDUPI DISTRICT7795198.21
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3084207105825None001Demolishing cement concrete manually by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer in charge.Cum1862.561862.5610.35FalseNoneNoneFalseNoneFalse19277.4960
3084208105825None002Loading and Unloading of Stone Boulder Stone aggregates or Sand or Kankar or Moorum. Tipper 14 cubic meter Cum96.3296.3210.35FalseNoneNoneFalseNoneFalse996.9120
3084209105825None003Earth work excavation for Foundation by mechanical means for all works and 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 and other appurtenaces required to complete the work. complete as per specifications and as per directions of the Engineer in Charge Cum114.24114.24486.24FalseNoneNoneFalseNoneFalse55548.05760
3084210105825None004Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole of 32 mm diameter up to 0.75 mtrs depth placing the dowel in position and effectively grouting the hole with CM 1 by 1 proportion etc. complete as per specifications and as per directions of the Engineer in Charge Cum6535.146535.1442.03FalseNoneNoneFalseNoneFalse274671.93420
3084211105825None005Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole of 32 mm diameter up to 0.75 mtrs depth placing the dowel in position and effectively grouting the hole with CM 1 by 1 proportion etc. complete as per specifications and as per directions of the Engineer in Charge Cum1400.01400.0120.0FalseNoneNoneFalseNoneFalse168000.00
3084212105825None006Providing and laying in position Reinforced cement concrete for all Foundation works. The graniteortraporbasalt 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 and 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 and formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarseaggregates. complete as per specifications and as per directions of the Engineer in Charge Cum7664.037664.03140.63FalseNoneNoneFalseNoneFalse1077792.53890
3084213105825None007Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts, cost of all materials of 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 and formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. complete as per specifications and as per directions of the Engineer in Charge Cum11408.7711408.7714.58FalseNoneNoneFalseNoneFalse166339.86660
3084214105825None008Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and super structure works of bridges upto 3.50 m height. The graniteor traporbasalt 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 and 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 and formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. complete as per specifications and as per directions of the Engineer in Charge Cum12875.7912875.7956.16FalseNoneNoneFalseNoneFalse723104.36640
3084215105825None009Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and super structure works of bridges upto 3.50 m height. The graniteor traporbasalt 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 and 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 and formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. complete as per specifications and as per directions of the Engineer in Charge Cum12071.0512071.0547.25FalseNoneNoneFalseNoneFalse570357.11250
3084216105825None0010Supplying, fitting and placing TMT FE 550 or 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapingorwelding joints, tying with binding wire or soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. complete as per specifications and as per directions of the Engineer in Charge Tonne100191.84100191.8424.01FalseNoneNoneFalseNoneFalse2405606.07840
3084217105825None0011Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm average thick base of cement mortar 1 is to 4 1 cement and: 4 coarse sand laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer in Charge Sqm2761.922761.92300.0FalseNoneNoneFalseNoneFalse828576.00
3084218105825None0012Filling 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. complete as per specifications and as per directions of the Engineer in Charge Cum297.92297.92276.62FalseNoneNoneFalseNoneFalse82410.63040
3084219105825None0013Providing and fixing stainless steel Grade 304 railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature wherever required and fitting the same with necessary stainless steel nuts and bolts complete, iorc fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor orthe side of waist slab with suitable arrangement as per approval of Engineer in charge, for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc. including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in Charge Kg560.0560.01800.0FalseNoneNoneFalseNoneFalse1008000.00
3084220105825None0014Fabricating, supplying and erection of ms long hot dip Galvanized Octagonal hot dip Pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 ms for m Pole in single section and single joint welded as per IS 9595 or IS10178AWS having dimensions bottom mm top mm with 3 mm thick, suitable base plate and 4Nos of long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM A123 and 153 etc excluding foundation as per drawing appended. complete as per specifications and as per directions of the Engineer in Charge Each630.0630.05.0FalseNoneNoneFalseNoneFalse3150.00
3084221105825None0015Supply of LED pole mounting type post top lantern 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 outputRated life Burning Hrs 50000 hr Lumen Maintenance of 70percent, CCT greater than 5500K, IP 66 optical and electrical compartment and impact resistance of complete luminaire greater than IK08. Power Factorgreater than0.9 with mains, Surge ProtectionMin 5KV along with Over voltage or Overload, short circuitor miss wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50or60Hz application. Compliance to IS 10322or1 EC 60598 LM 79 and LM 80 Adherence with RoHS. UL approved MCPCB LED Efficiencygreater than1301morw, nominal CRI greater than75. Luminaire manufacturer should have in house facility accredited by NABL or CPRI and any Government certified agency and Design and Development facility certified by ISO 9001 2008. Housing with supplier word mark orname shall be Engraved or Embossing on the die cast housingor Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer and CreeorNichiaor Lumileds or Osram make LED Source. complete as per specifications and as per directions of the Engineer in Charge Each11998.011998.05.0FalseNoneNoneFalseNoneFalse59990.00
3084222105825None0016Fabrication, Supplying, Erection, Testing and Commissioning of ms long Polygon high mast with Single or Multiple telescopic sections having, minimum overlap distance of 1.5 times of top section thickness as per BSEN 10025 grades 355 JO or ASTM A572 50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m or s as per IS 875 part 3 as per GA Drawing. Base plate as per IS 2062 or ASTM A572 50. The mast shall be Galvanized in single Hotdipas per BSEN ISO 1461 or ASTM A123 with an average 70 microns as per IS 2629 and welded as per BS 5135 Single L Seam joint The mast shall have 2 Way head frame with die cast LM 6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5 mm dia, stainless steel wire rope of AISI 304grade 7 or 19 core, Factor of Safety as per TR no 7. 2.5 mm2 EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having locking arrangement The mast shall have manual or power tool Suitable reversible geared motor operating on 230 or 415V, 50Hz, shall be provide above 15 Mtr mast The mast shall have lantern of 2 segments, suitable dia with max load carrying capacity as per IS 1239. The mast shall be erected on existing RCC footing. The mast shall be supplied with 3 mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin l A fitting with wiring complete. excluding foundation as per technical data. complete as per specifications and as per directions of the Engineer in Charge Each131000.0131000.01.0FalseNoneNoneFalseNoneFalse131000.00
3084223105825None0017Supply 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 orclear glass material, delivering superior light output Rated life Burning Hrs 50000 hr percent Lumen Maintenance of 70 percent, CCT greater than 5500K, IP 66 optical and electrical compartment and impact resistance of complete luminaire greater than IK08. Power Factor greater than0.9 with mains, Surge Protection Min 5KV along with Over voltage or Overload, short circuit or miss wiring protection. Compatible for pole mauling with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100 V to 270V 50 or60Hz application. Compliance to IS 10322 or IEC 60598, LM 79 and LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption. LED Efficiency greater than 1301m orw, nominal CRI greater than75. Luminaire manufacturer should have in- house facility accredited by NABL or CPRI and any Government certified agency and Design and Development facility certified by ISO 9001 2008. Housing with supplier word mark or name shall be Engraved or Embossing on the die cast housing or Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer and Cree orNichia or Lumileds or Osram make LED Source. complete as per specifications and as per directions of the Engineer in Charge Each12490.012490.06.0FalseNoneNoneFalseNoneFalse74940.00
3084224105825None0018Fixing charges of post top or Gateor Garden fitting or LED on the existing CI or GI or any other pipe using required size of reducer, wiring using suitable wires. complete as per specifications and as per directions of the Engineer in Charge Each198.0198.05.0FalseNoneNoneFalseNoneFalse990.00
3084225105825None0019Wiring for lighting or 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 2010 complete as per specifications and as per directions of the Engineer in Charge Mtr318.0318.060.0FalseNoneNoneFalseNoneFalse19080.00
3084226105825None0020Wiring for lighting or 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 2010 complete as per specifications and as per directions of the Engineer in Charge Mtr63.063.010.0FalseNoneNoneFalseNoneFalse630.00
3084227105825None00211.1 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 complete as per specifications and as per directions of the Engineer in Charge Mtr139.55139.5545.0FalseNoneNoneFalseNoneFalse6279.750
3084228105825None0022Supplying and fixing of class B medium duty GI pipe of wall thickness not less than 3.25mm on pole or wall or drain crossing with necessary clamping arrangements for UG cable of 1.1 KV as per IS 1239. complete as per specifications and as per directions of the Engineer in Charge Mtr317.0317.045.0FalseNoneNoneFalseNoneFalse14265.00
3084229105825None0023Laying of cable in Existing Trench or GI pipe or Stone Ware or RCC Hume pipe using Woodenor Aluminium Rollers as directed by the departmental staff Mtr20.8720.8745.0FalseNoneNoneFalseNoneFalse939.150
3084230105825None0024Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc the pipe shall have 16 through holes of 12 mm dia Nos3510.03510.01.0FalseNoneNoneFalseNoneFalse3510.00
3084231105825None0025Supplying and fixing regular MCCB distribution Panel confirming to IS or IEC 61439 3 and IK09 tested as per IS or IEC 62262 with minimum IP43 protection provided with Polyurethane PUR gasket, with suitable earthing system, on wall or wood board or flush mounting using required cl A , bolts, nuts, etc with provision for fixing of suitable type capacity MCCBs as an incomer for 3 phase Double door with necessary bus bar completely wired to use on 440V 3phase 4 wire powder coated painting etc complete with a provision for fixing of single three phase suitable capacity MCB's as outgoings confirming to IS or IEC 60898 2. Each10329.010329.01.0FalseNoneNoneFalseNoneFalse10329.00
3084232105825None0026Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood or panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit with adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS or IEC 60947 2 In 4P MCCB, all Poles should have protection for Short Cicrcuit or Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open. Multi pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. Each6086.06086.01.0FalseNoneNoneFalseNoneFalse6086.00
3084233105825None0027Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood or panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit with adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS or IEC 60947 2 In 4P MCCB, all Poles should have protection for Short Cicrcuit or Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open. Multi pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. Each415.0415.05.0FalseNoneNoneFalseNoneFalse2075.00
3084234105825None0028Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers. Each4843.04843.01.0FalseNoneNoneFalseNoneFalse4843.00
3084235105825None0029Supply and fixing of 4pole power contactor with NO or NC contacts on existing wood or panel board using necessary bolts, nuts, washers and wiring etc. complete with AC 3 Rating and as per IS 13947. Each16606.016606.01.0FalseNoneNoneFalseNoneFalse16606.00
3084236105825None0030Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite or trap or 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1 3 6 Using 20 mm nominal size graded crushed coarse aggregates Cum6963.046963.041.12FalseNoneNoneFalseNoneFalse7798.60480
3084237105825None0031Providing and fixing stainless steel Grade 304 railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature wherever required and fitting the same with necessary stainless steel nuts and bolts complete, iorc fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor orthe side of waist slab with suitable arrangement as per approval of Engineer in charge, for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc. including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in Charge Cum7041.447041.443.62FalseNoneNoneFalseNoneFalse25490.01280
3084238105825None0032Supplying, fitting and placing TMT FE 550 or 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping or welding joints, tying with binding wire or soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Kgs100.19100.19217.35FalseNoneNoneFalseNoneFalse21776.29650
3084239105825None0033Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. complete as per specifications and as per directions of the Engineer in Charge Cum334.88334.8811.25FalseNoneNoneFalseNoneFalse3767.40
3084240105825None0034Fixing halogen/metal halide or SVL ofr IL or LED floodlight fitting over existing pole or wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. complete as per specifications and as per directions of the Engineer in Charge Each162.0162.06.0FalseNoneNoneFalseNoneFalse972.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17104829520000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17104829520000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17104829520000NoneNoneELIGIBILITYBidders 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
17104829760000NoneNoneELIGIBILITYALL TERMS AND CONDITIONS AS PER TENDER DOCUMENTNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
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
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
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
NoneNoneNoneNoneList of Financial Resources with CertificatesNoneNone
NoneNoneNoneNoneSatisfactorily completed as prime contractor, at least one similar nature of work. The Bidder should have executed at least one number of contract work for construction of sea face 3mtrsX100 mts cantilever beam structure at any tourist destination value not less than Rs.60.00 lakhsPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneWORKDONEPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneSatisfactory Performance 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 awarded AS MENTIONED IN THE TENDER DOCUMENTCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- AS PER TENDER DOCUMENT
NoneNoneNoneNoneLABOUR CERTIFICATECapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLabour Certificate
NoneNoneNoneNonePWD REGISTRATION CERTIFICATECapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneMinimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. 230.00Lakhs)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneLiquid assets and /or availability of credit facilities of no less than Rs. 26.00 Lakhs (estimated cash flow for 3 months of peak construction period)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneITR FILED COPYFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
Company Registration CertificateTrueTechnical Bid
Achieved in at least two financial years an average annual financial turnover of Rs.230.00 Lakhs.not less than the estimated cost under this contractTrueTechnical Bid
Satisfactorily completed as prime contractor, at least one similar nature of work. The Bidder should have executed at least one number of contract work for construction of sea face 3mtrs X100 mts cantilever beam structure at any tourist destination value not less than Rs.60.00 lakhsTrueTechnical Bid
executed in any one year the following minimum quantities of work 1.Earthwork 380.00 Cum PCC Works 80.00 Cum TMT FY 500. 20.00 Ton Granite Flooring 240.00 Sqm MS Grade Steel 1400.00 kg 6.Electrical Works 5.0 LakhsTrueTechnical Bid
Liquid assets and /or availability of credit facilities of no less than Rs.26.00 LakhsTrueTechnical Bid
BID CAPACITY AND ON GOING WORK DETAILSTrueTechnical Bid
UDYAM REGISTRATION CERTIFICATETrueTechnical Bid
ESI AND EPF REGISTRATION CERTIFICATETrueTechnical Bid
PAN AND GST DETAILSTrueTechnical Bid
KEY PROFESSIONAL STAFF DETAILS AS PER TENDER DOCUMENTTrueTechnical Bid
ALL OTHER DOCUMENT AS PER TENDER DOCUMENTTrueTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
Other WorksUdupiBynduruNoneNoneBYNDOOR SOMESHWARA BEACHNoneNoneNoneNoneNoneNone
tenderAddress
createdTs1710484994000
version0
createdDateNone
modifiedDateNone
blockNumberDepartment Of Tourism, 4th floor, Emabssy Icon Building Infantry Road Infantry Road
streetNone
cityBENGALORE
stateKarnataka
pin560001
tenderRecallDTONone