createdTsNone
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noticeInvitingTenderDTO
createdTs1725096171162
version4
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd42000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose21-09-2024 17:00:00
tenderQueryClose18-09-2024 17:00:00
technicalBidOpen22-09-2024 17:00:01
publishedDate31-08-2024 18:55:41
publishedByPostRDPR_EE_DIV_KOD
publishedByUserKPE11474 - NARAYANAMURTHY C.
bidValidityPeriod90
noOfCalls1
preBidMeetingDate18-09-2024 11:00:00
preBidMeetingYnTrue
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonRaghu Kumar H R
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber8618581101
tenderSupplierListNone
tenderSchedule
createdTs1725096171203
version6
createdDateNone
modifiedDateNone
tenderNumberRDPR/2024-25/BD/WORK_INDENT8128
titleSecond Phase Construction of Galibeedu Primary Health Centre
descriptionBUILDING CONSTRUCTION WORK
categoryWORKS
categoryTextWorks
ecv1651558.96
deptNameRural Development and Panchayat Raj Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnFalse
location954
locationNameRDPR Division Office Kodagu
provisionalAmount1950000.0
groupOverheadTotalNone
fileNumber2024/24
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17250961710000NoneNoneBuildings2nd Phase Construction of Galibeedu Primary Health Centre1651558.96
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3893490149775None6.32Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm 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, labor, scaffolding and curing, usage charges of machinery etc complete as per specifications. (It no:6.32 of V0l-2 SR 2023-24)Sqm1467.21467.230.93FalseNoneNoneFalseNoneFalse45380.4960
3893491149775None8.2.1Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 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.(It no:8.2.1 Pg.No:-41 of Vol-2 SR 2023-24)Sqm330.4330.4325.95FalseNoneNoneFalseNoneFalse107693.880
3893492149775None8.36.2Finishing with Epoxy paint (two coats) at all locations preparedand applied as per manufacturer's specifications including appropriatepriming coat, preparation of surface, etc. complete. On concrete workincluding preparing the surface after thorougly cleaning oil, grease,dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(Vol-2 sr item num:8.36.2 P No 47)Sqm192.64192.64140.43FalseNoneNoneFalseNoneFalse27052.43520
3893493149775None8.25Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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.(Vol-2 sr item num:8.25 P No 45)Sqm153.44153.44185.52FalseNoneNoneFalseNoneFalse28466.18880
3893494149775None9.6.1Providing and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) Light shade pigment using white cement(It no:9.6.1, of Vol-2 SR 203-24)Sqm1421.281421.288.175FalseNoneNoneFalseNoneFalse11618.9640
3893495149775None9.12.2Providing 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 ( P.no.60 I.no.9.12.2 )m1282.41282.491.52FalseNoneNoneFalseNoneFalse117365.2480
3893496149775None11.34BProviding and fixing M.S. grills of required pattern in frames of win dows etc. with M.S. flats, squareor round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc( SR Vol-2/P.no. 85 I.No.11.34B)Kg204.96204.96319.5FalseNoneNoneFalseNoneFalse65484.720
3893497149775None12.84Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size -1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). ( P.no.110, I.no12.84)Sqm5625.765625.7621.0FalseNoneNoneFalseNoneFalse118140.960
3893498149775None9.96Providing and fixing 65mmx125mm GRP Doorframe fabricated using E-Giass Chopped Strand Mat (CSM) U.V- stabilized lsopthalic Gelcoat and lsopthalic resin. The thickness of the GRP skin shall not be less than 2.0mm. The doorframe consists of four segments, which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screws. The GRP frame shall be provided with wooden reinforcement on 6 locations for high screw holding capacity for fixing metalling hold fast and shall be consolidated by filling with medium density foam/Plaster of Paris with fibre reinforcement Six Numbers of 260mmx25mmx5mm sizeS shaped M.S. flat hold fast shall be provided with the frame.( SR 18-19 Item.no:-9.96)m616.0616.024.0FalseNoneNoneFalseNoneFalse14784.00
3893499149775None9.93Providing and fixing factory made single leaf rigid GRP Sandwich composite door shutter of 32mm thick, laminated with two GRP skins with wood grain finish, fabricated using U.V-stabilized lsopthalic Gelcoat and on layer of 45 gsm E-Giass Chopped strand Mat (CSM), impregnated with orthopthalic polyster resin. The thickness of the skins shall not be less than 1.5mm. Expanded Polystyrene (EPS) structural foam panel of 29mm thickness and a density of 20 Kg/m3 shall be used as core material. Wooden reinforcements made of Seasoned Salwood block of cross section not less than 28mmx32mm and also necessary salwood reinforcements for fixing the metal fittings such as tower bolts, aldrops, handles, etc, shall be provided. A structural adhesive compatible with EPS foam shall be used for bonding the core material, the Salwood reinforcement and the skins. The material and process for manufacturing the door shutters shall confirm to Standards and specifications and the door shutters tested in confiramation to IS 4020-1994. The finish of shutter will be plain colour White/Ivory/Beige/Light Grey or any other colour using high quality pigments. Exclusing cost of fixtures and inclusive of supply of shutters to respective work spot.(SR 2018-19 Item.no:-9.93)Sqm3360.03360.08.28FalseNoneNoneFalseNoneFalse27820.80
3893500149775None11.59Providing 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 achieveouter dia not less than 5 mm in required colour and shade(It no:11.59, P.No 26 of Vol-2 SR 2023-24)Sqm941.92941.9243.0FalseNoneNoneFalseNoneFalse40502.560
3893501149775None11.26.3Providing 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.(It no:11.26.3, P.No 26 of Vol-2 SR 2023-24)Kg204.96204.96166.72FalseNoneNoneFalseNoneFalse34170.93120
3893502149775None1.4.1Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m ( P.no. 5 I.no. 1.4.1 )Cum271.04271.0447.022FalseNoneNoneFalseNoneFalse12744.842880
3893503149775None2.1.2Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates ( P.no. 15 I.no . 2.1.2 )Cum6343.686343.6810.19FalseNoneNoneFalseNoneFalse64642.09920
3893504149775None2.11hSupplying, 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.All other type of structures ( P.no. 18 I.No.2.11h)t88492.3288492.321.9919FalseNoneNoneFalseNoneFalse176267.8522080
3893505149775None2.4.2Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates( P.no. 17 I.no .2.4.2)Cum7789.947789.9473.6405FalseNoneNoneFalseNoneFalse573655.076570
3893506149775None9.31Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of materials, labour and Usage charges of machinery complete as per specifications Vol 2(P.no.64 I.no.9.31)Sqm1217.441217.4484.0FalseNoneNoneFalseNoneFalse102264.960
3893507149775None14.3.1Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid.( P.no.131 I.no.14.3.1)No6694.246694.242.0FalseNoneNoneFalseNoneFalse13388.480
3893508149775None14.7.1Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. ( P.N 124 In:14.7.1)No3451.843451.842.0FalseNoneNoneFalseNoneFalse6903.680
3893509149775None69415 mm C.P.brass tap ( P.N A 33 In:694)Each302.4302.48.0FalseNoneNoneFalseNoneFalse2419.20
3893510149775None10.1.1 (M010BSupplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:.( BWSSB 2023-24 P.no.113 I.no. 10.1.1 (M010B) PVC pipes 25 mm dia., 10 kg/sqcm & class 5m53.7653.7630.0FalseNoneNoneFalseNoneFalse1612.80
3893511149775None10.1.7(M010G)Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:.( BWSSB 2023-24 pg 113 it 10.1.7 (M010G) PVC pipes 110mm dia., 6 kg/sqcm & class 3m460.32460.3220.0FalseNoneNoneFalseNoneFalse9206.40
3893512149775NoneA-27RCC NP 2 1200mm dia (2023-24 CSR It No 41 pg no A-27)Mtr4840.644840.642.1FalseNoneNoneFalseNoneFalse10165.3440
3893513149775NoneT130CConstructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.( P.no.187 I.no. T130C WSR)No4327.684327.683.0FalseNoneNoneFalseNoneFalse12983.040
3893514149775None13.34Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.(2023-24 sr Vol 2 it no 13.34 pg 123)l10.0810.08500.0FalseNoneNoneFalseNoneFalse5040.00
3893515149775None2.3.3Wiring for lighting/power circuit using 2.5 sqmm 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:confirming to latest amendments. (PWD ELECTRICAL SR 2021-22 SI NO 2.3.3/PAGE NO:6)m40.040.0150.0FalseNoneNoneFalseNoneFalse6000.00
3893516149775None2.2.2Supplying and wiring adopting loop system in existing PVCConduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2(Earth wire) FRLS multistrand PVC insulated copper wire (confirming to IS-694: andlatest amendments) without control switch shall be fixed on theexisting plastic sheet/ gang box, the other end of the wires shallbe terminated with sufficient loose length in a wood/PVC roundblock. complete for each outlet. Medium point above 3m upto 6m from tapping point to out letvia switch box(PWD ELECTRICAL SR 2021-22 SI NO 2.2.2/PAGE NO:3)Point361.0361.08.0FalseNoneNoneFalseNoneFalse2888.00
3893517149775None11.11.4 Supplying & fixing of retrofit type - LED bulb . 9W, 6500K. W withOPAL acrylic diffuser comprising of LED source with CCT 6500degree K, CRIgreater than 70%. efficacy greater than80 lumen per W, life greater than 25000burning hours and Compliance to IS 10322/IEC 60598, LM 79& LM 80. The LED are driven by HF electronic driver integratedin the system, with PF greater than 0.95, power loss should smaller than 5% of lampWage., short circuit & open circuit protection to be integratedin the circuit, THD less than 20%, Life as per LM 79. Theoperating input voltage should be between 130 to 275 V. BISApproved and Tested by NABL/CPRI accredited laboratorywith 2 years Warranty against any manufacturing defectworking under standard electrical condition. (PWD ELECTRICAL SR 2021-22 SI NO 11.11.4 /PAGE NO:38)greater thanEach160.0160.02.0FalseNoneNoneFalseNoneFalse320.00
3893518149775None11.3.3Supplying of .feet -PVC Batten with integrated LED tube .36/40.W with high quality diffuser with Life of 25000 burninghours & 70% lumen maintenance with CRI 80. PowerInput: 220-240V@ 50/60Hz & Power factor greaterthan 0.9 along with CEapproved. 2 years Warranty against any manufacturing defectworking under standard electrical condition LED light fitting 1 x 4- . (PWD ELECTRICAL SR 2021-22 SI NO 11.3.3 /PAGE NO:34)Each1197.01197.02.0FalseNoneNoneFalseNoneFalse2394.00
3893519149775None3.3.2Supplying and fixing surface/flush mounting unbreakable PVCmodular box suitable for mounting modular switch plates withdue groove cutting in Brick/C.C wall, including necessary rawlplugs, Machine/NF screws etc., complete. 4-5 Way(PWD ELECTRICAL SR 2021-22 SI NO 3.3.2 /PAGE NO:5)Each122.0122.03.0FalseNoneNoneFalseNoneFalse366.00
3893520149775None3.5.2Supplying and fixing superior quality modular switch mountingpolycarbonate plate with necessary supporting back plate withrequired nos. of machine screws, bolts nuts etc., complete onthe existing metal/PVC box.4 Module(PWD ELECTRICAL SR 2021-22 SI NO 3.5.2 /PAGE NO:5)Each175.0175.03.0FalseNoneNoneFalseNoneFalse525.00
3893521149775None3.1.1Supplying 6A flush type socket and 6 A flush type SP switch either surface/flush mounting in existing gang box or in 4mmthick plastic sheet and fixing over a flush mounted wooden boxand wiring using necessary capacity wires as required as per IS1293 and IS 3654 6A 2 Way (PWD ELECTRICAL SR 2021-22 SI NO 3.1.1 /PAGE NO:5)Each121.0121.03.0FalseNoneNoneFalseNoneFalse363.00
3893522149775None3.6.1Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch(PWD ELECTRICAL SR 2021-22 SI NO 3.6.1 /PAGE NO:5)Each88.088.09.0FalseNoneNoneFalseNoneFalse792.00
3893523149775None6.4.2Supplying of Ceiling Fan with Capacitor rating As perguideline of BEE 5 star rating and IS:374/79 and alsocomply with IS: 1709/1984 with latest amendment, Ratedvoltage 220 V/50 Hz, Rated power input 48 W +/- 10 %,Rated current As per IS:374/79, Rated power factor 0.9lagging(min), Rated speed 350 +/- 10% RPM, Rated airdelivery 210 +/- 10% Cubic Meter Minimum, Rated servicevalue 4.2 CMM / W, Three Blades of blade leaf 1.05 mm thickAluminium Alloy sheet, Class B motor insulation, Bearing Twoball bearings, Top 6202, Bottom 6201, as per IS specification,Motor winding. Temp rise Shall not exceed 75 deg C over andambient of 40 0C by resistance method at 245 V, Insulationresistance Shall not be less than Two Mega Ohms (2M Ohms),Leakage current Should not exceed 210 Micro Amp, Powerinput, W& current, Air Delivery & Fan Speed as perIS:374/1979 with latest amendment, 2 year manufacturerWarranty 56" Sweep 5 Star (1400 mm)(ESR Pg no 23 it No 6.4.2)Each4068.04068.02.0FalseNoneNoneFalseNoneFalse8136.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17251061730000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17251061730001NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of KarnatakaNone
17251061730001NoneNoneELIGIBILITYJoint work spot visit certificate issued by concerned Assistant Executive EngineerNone
17251061730000NoneNoneELIGIBILITYIt 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
17251061730000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17251062400000NoneNoneELIGIBILITYTo qualify award of this contract the tenderer should submit proof of work qualification, for having executed similar nature of works, costing not less than 50 % of the value of work.None
17251062620000NoneNoneELIGIBILITYGST will be added to the contract amount of the lowest approved Agency while concluding agreementNone
17251063020000NoneNoneELIGIBILITYWork sanctioned under 2024-25/(2210-00-101-0-36)-link documents head of account and selected bidders should complete the work and submit the final bills to the Division office before JANUARY 30, 2024None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneBanker DetailsNoneNone
NoneNoneNoneNoneTo qualify award of this contract the tenderer should submit proof of work qualification, for having executed similar nature of works, costing not less than 50 % of the value of work.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneDepartment Registration DetailsCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneGST REGISTRATIOPN CERTIFICATECapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneGST Registration
NoneNoneNoneNoneANNUAL TURNOVER FROM 2019-20 TO 2024-25Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneJoint work spot visit certificate issued by concerned Assistant Executive EngineerOthersJoint work spot visit certificate issued by concerned Assistant Executive Engineer
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- spot inspection note
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
Company Registration CertificateTrueTechnical Bid
GST REGISTRATION CertificateTrueTechnical Bid
PAN CardTrueTechnical Bid
Similar nature of Work done Certificate issued by the officer not below the rank of Executive Engineer or EquivalentTrueTechnical Bid
Joint work spot visit certificate issued by concerned Assistant Executive EngineerTrueTechnical Bid
tenderWorkLocationList
tenderAddress
createdTs1725107537000
version0
createdDateNone
modifiedDateNone
blockNumberASSISTATNT EXECUTIVE ENGINEER OFFICE,PRESD,MADIKERI
streetNone
cityMADIKERI
stateKarnataka
pin571201
tenderRecallDTONone