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noticeInvitingTenderDTO
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version2
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evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee4230.00
emd253633.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose20-02-2024 16:00:07
tenderQueryClose16-02-2024 14:34:56
technicalBidOpen21-02-2024 16:00:14
publishedDate12-02-2024 17:42:16
publishedByPostPWD_EE_DIV_BID
publishedByUserKPE14569 - SHIVSHANKER V KAMSHETTY
bidValidityPeriod90
noOfCalls1
preBidMeetingDate15-02-2024 14:34:13
preBidMeetingYnTrue
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denominationTypeTextRupees
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contactPersonShivshanker kamshetty
splitEmdRequiredYnTrue
emdBankGuarantee153633.00
emdCash100000.00
bgValidityPeriod135
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multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
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isVariableEmdAllowedNone
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mobileNumberNone
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createdTs1707486958722
version4
createdDateNone
modifiedDateNone
tenderNumberPWD/2023-24/RD/WORK_INDENT8436
titleConstruction of Approach road Siddeshwar village from km 0.00 to 3.00 in Bhalki Tq Bidar Dist
descriptionConstruction of Approach road Siddeshwar village from km 0.00 to 3.00 in Bhalki Tq Bidar Dist
categoryWORKS
categoryTextWorks
ecv16908861.03
deptNamePublic Works Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location1692
locationNamePWD Division Office Bidar
provisionalAmount20000000.0
groupOverheadTotalNone
fileNumberPWD/BHLAKI/KKRDB/RY/23-24/1
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17074869590000NoneNoneRoadsRoad Work12695555.92
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
254013777664NonePWD Uni SR 23-24 Vol-3 Item NO. 2.1.ii.aClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201. Sqm4.134.137920.0FalseNoneNoneFalseNoneFalse32709.60
254013877664NonePWD Uni SR 23-24 Vol-1 Item NO. 19.2.1Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge.Cum1746.151746.15135.0FalseNoneNoneFalseNoneFalse235730.250
254013977664NonePWD Uni SR 23-24 Vol-3 Item NO. 3.7Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1Cum110.25110.251897.5FalseNoneNoneFalseNoneFalse209199.3750
254014077664NonePWD Uni SR 23-24 Vol-1 Item NO. 1.14.1Earth 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 Cum107.1107.12088.0FalseNoneNoneFalseNoneFalse223624.80
254014177664NonePWD Uni SR 23-24 Vol-1 Item NO. 1.7Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) Cum124.95124.952088.0FalseNoneNoneFalseNoneFalse260895.60
254014277664NonePWD Uni SR 23-24 Vol-1 Item NO. 1.8Construction 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. Cum497.7497.7581.74FalseNoneNoneFalseNoneFalse289531.9980
254014377664NonePWD Uni SR 23-24 Vol-3 Item NO. 4.2.B(V)Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Cum2476.952476.9555.87FalseNoneNoneFalseNoneFalse138387.19650
254014477664NonePWD Uni SR 23-24 Vol-3 Item NO. 3.6Construction of Subgrade and Earthen Shoulders : Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. Cum517.65517.65863.05FalseNoneNoneFalseNoneFalse446757.83250
254014577664NonePWD Uni SR 23-24 Vol-3 Item NO. 4.17Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum2686.952686.9533.75FalseNoneNoneFalseNoneFalse90684.56250
254014677664NonePWD Uni SR 23-24 Vol-3 Item NO. 10.5Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2Sqm447.3447.3228.0FalseNoneNoneFalseNoneFalse101984.40
254014777664NonePWD Uni SR 23-24 Vol-3 Item NO. 5.9.ii.CBituminous Macadam Grading - II for traffic 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compactionCum8284.58284.5446.25FalseNoneNoneFalseNoneFalse3696958.1250
254014877664NonePWD Uni SR 23-24 Vol-3 Item NO. 5.3Providing and applying tack coat with Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared asphalt surface cleaned with mechanical broomSqm12.612.68925.0FalseNoneNoneFalseNoneFalse112455.00
254014977664NonePWD Uni SR 23-24 Vol-3 Item NO. 5.1920mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot mix plant of appropriate capacity not lss than 200 tonne per hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. Sqm156.45156.458925.0FalseNoneNoneFalseNoneFalse1396316.250
254015077664NonePWD Uni SR 23-24 Vol-3 Item NO. 5.21Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Case - II : Type B By Mechanical Means Bitumen S-65( I.No 5.11-Case-II/Type-B( II) Sqm54.654.68925.0FalseNoneNoneFalseNoneFalse487305.00
254015177664NonePWD Uni SR 23-24 Vol-3 Item NO. 16.28Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), complete.Cum7091.77091.7124.52FalseNoneNoneFalseNoneFalse883058.4840
254015277664NonePWD Uni SR 23-24 Vol-1 Item NO. 2.1.3Providing 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 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates Cum6288.456288.45195.0FalseNoneNoneFalseNoneFalse1226247.750
254015377664NonePWD Uni SR 23-24 Vol-3 Item NO. 6.8.2Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification)Sqm1219.051219.051950.0FalseNoneNoneFalseNoneFalse2377147.50
254015477664NonePWD Uni SR 23-24 Vol-3 Item NO. 8.16.iiReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 No3073.353073.354.0FalseNoneNoneFalseNoneFalse12293.40
254015577664NonePWD Uni SR 23-24 Vol-3 Item NO. 8.16.iiiReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703No884.1884.112.0FalseNoneNoneFalseNoneFalse10609.20
254015677664NonePWD Uni SR 23-24 Vol-3 Item NO. 8.5.A.iiProviding and fixing of Retro-reflectorised Traffic Signs, mandatory and informatory sign board as per IRC.67 made of Encapsulapted Lens Type Reflective Sheeting vide clause 1701.2.3 Fifed Over alluminum Sheeting,1.5mm thick supported on a mild steel angle iron post 75 mm x 75mmX 6mm firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x50x600 mm, 600 mm below ground level as per approved drawing and technical specification Clause 801.No4918.24918.26.0FalseNoneNoneFalseNoneFalse29509.20
254015777664NonePWD Uni SR 23-24 Vol-3 Item NO. 8.7Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701. (1.2mts X 0.75Mts)Sqm9460.59460.53.6FalseNoneNoneFalseNoneFalse34057.80
254015877664Noneitem1KKRDB LOGO BOARDEach6000.06000.02.0FalseNoneNoneFalseNoneFalse12000.00
254015977664NonePWD Uni SR 23-24 Vol-3 Item NO. 8.15Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803- - with all lead and lift including other incidental charges wherever necessary for successful completion of work PWD SR 2018-19 P.NO.182 I.NO.24.15 Sqm556.5556.5600.0FalseNoneNoneFalseNoneFalse333900.00
254016077664NonePWD Uni SR 23-24 Vol-3 Item NO. 18.18Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting No785.4785.469.0FalseNoneNoneFalseNoneFalse54192.60
17074869590000NoneNoneRoadsCC Drain - 0.60 X 0.75 mtrs4213305.11
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
254016177665NonePWD Uni SR 23-24 Vol-1 Item NO. 2.1.3Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregatesCum6288.456288.4584.0FalseNoneNoneFalseNoneFalse528229.80
254016277665NonePWD Uni SR 23-24 Vol-1 Item NO. 2.4.2Providing and laying in position 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 necessary, 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 other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6639.156639.15306.0FalseNoneNoneFalseNoneFalse2031579.90
254016377665None2.4.2Centering and Shuttering charges for form workCum2323.72323.7306.0FalseNoneNoneFalseNoneFalse711052.20
254016477665NonePWD Uni SR 23-24 Vol-1 Item NO. 2.11.hSteel 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. h. All other type of structuresTonne82961.5582961.5511.36FalseNoneNoneFalseNoneFalse942443.2080
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17074869600000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17074869600000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17074869600000NoneNoneELIGIBILITYBidders 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
17074869730000NoneNoneELIGIBILITYG.S.T. at the prevailing rates will be given separately.None
17074869850000NoneNoneELIGIBILITYThe Tenderer shall furnish, as part of his tender, earnest money deposit in the amount as shown in column 4 of the Table of IFT for this particular work. Tenderer can pay the full EMD amount of Rs. 2,53,633/- through e-payment or the Earnest Money Deposit shall be in two parts. Part(1): Rs. 1,00,000/- by e-payment, Part-(2): Rs 1,53,633/- EMD shall be in favour of Executive Engineer, PWD, Bidar Division, Bidar, and may be in the form of Bankers Cheque/Demand Draft/Pay order in favour of Executive Engineer, PWD, Bidar Division, Bidar, payable at Bidar or cash or specified Small Savings Instruments pledged to the Executive Engineer, PWD, Bidar DivisionNone
17074869940000NoneNoneELIGIBILITYPeriod for completion of this work is 06(Six) months including Monsoon.None
17074870080000NoneNoneELIGIBILITYPart (2) Rs. 1,53,633/- EMD shall be in favour of Executive Engineer, PWD , Bidar Division, Bidar and may be in the form of Bankers Cheque/Demand Draft/Pay order in favour of Executive Engineer, PWD Divn. Bidar, payable at Bidar or cash or specified Small Savings Instruments pledged to the Executive Engineer, PWD.Division, Bidar or Bank Guarantee in the prescribed format obtained form any Nationaled / Scheduled Banks.None
17074870190000NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (a) achieved in at least two financial years a minimum financial turn over (in all cases of civil engineering construction works only) Rs. 338.16 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation.None
17074870300000NoneNoneELIGIBILITYLiquid Assets and/or availability of credit facilities of not less than Rs. 84.55 Lakhs Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc.None
17074870490000NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (b) satisfactorily completed as prime contractor, at least one similar work such as Impts. To BT Road such as of value not less than Rs 84.55 Lakhs/-None
17074870610000NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (c) executed in any one year, the following minimum quantities of (1)Earth work excavation / embankment /shoulders: 6014.00 cum (2) GSB: 45.00 Cum (3) WMM/WBM : 27.00 Cum (4) BM/SDBC: 500.00 Cum (5)PCC/RCC:568.00 Cum (6) Steel:9.09 MTNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
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
NoneNoneNoneNoneBanker Details for referenceNoneNone
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNoneNone
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 i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (b) satisfactorily completed as prime contractor, at least one similar work such as Impts. To BT Road such as of value not less than Rs 84.55 Lakhs/-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 i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (c) executed in any one year, the following minimum quantities of (1)Earth work excavation / embankment /shoulders: 6014.00 cum (2) GSB: 45.00 Cum (3) WMM/WBM : 27.00 Cum (4) BM/SDBC: 500.00 Cum (5)PCC/RCC:568.00 Cum (6) Steel:9.09 MTPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneList of existing commitments and ongoing worksPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- List of existing commitments and ongoing works
NoneNoneNoneNoneAs per Govt. Order FD 263 EXP-12/2022 Dt. 11.05.2022 Machinary details Exempted for below Rs. 300.00 Lakhs WorksCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Machinery Documents
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (a) achieved in at least two financial years a minimum financial turn over (in all cases of civil engineering construction works only) Rs. 338.16 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneLiquid assets and/or availability of credit facilities of no less than Rs. 84.55 Lakhs Credit lines/letter of credit/ certificates from the banks for meeting the fund requirement etc.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
NoneNoneNoneNoneList of works for which tenders already submittedFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- List of works for which tenders already submitted
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditor reports for the last five yearsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
Company Registration CertificateTrueTechnical Bid
Work done CertificateTrueTechnical Bid
Line of CreditTrueTechnical Bid
Other DocumentsFalseTechnical Bid
tenderWorkLocationList
tenderAddress
createdTs1707487540000
version0
createdDateNone
modifiedDateNone
blockNumberExecutive Engineer PWD Bidar
streetNone
cityBidar
stateKarnataka
pin585401
tenderRecallDTONone