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createdTs1718950498631
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tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee1180.00
emd79600.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose05-07-2024 16:30:00
tenderQueryClose28-06-2024 16:00:00
technicalBidOpen06-07-2024 17:00:00
publishedDate21-06-2024 18:15:20
publishedByPostKNNL_EE_DIV_KPC2_BLK
publishedByUserKPE14348 - SHIVKUMAR M SWAMY
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypePERCENTAGE
denominationTypeTextPercentage
retenderedYnNone
percentageRateTypeTextSingle Rate
contactPersonShivakumar Swamy
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber9900537475
tenderSupplierListNone
tenderSchedule
createdTs1718950498671
version4
createdDateNone
modifiedDateNone
tenderNumberKNNL/2024-25/RD/WORK_INDENT1172
titleConstruction of CC Road,RCC Drain and CDs from Muthangi PWD road to Rajneesh Soppanna House in the Nirna Village limits of Chitaguppa Taluka Bidar District.
descriptionConstruction of CC Road,RCC Drain and CDs from Muthangi PWD road to Rajneesh Soppanna House in the Nirna Village limits of Chitaguppa Taluka Bidar District.
categoryWORKS
categoryTextWorks
ecv4695637.05
deptNameKarnataka Neeravari Nigam Limited
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location3965
locationNameKNNL Division KPC Div No 2 Bhalki
provisionalAmount4700000.0
groupOverheadTotal716283.62
fileNumberKNNL/AEE/KPCC4/HBD/CCROAD/NIRNA/2023-24
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17189504990000NoneNoneRoadsConstruction of CC Road,RCC Drain and CDs from Muthangi PWD road to Rajneesh Soppanna House in the Nirna Village limits of Chitaguppa Taluka Bidar District.3979353.43
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3323257116404None1.12Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depthCum99.7599.75252.0FalseNoneNoneFalseNoneFalse25137.00
3323258116404None3.7Compacting original ground supporting embankment Loosening, leveling 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 Table 300-2 for embankment construction Cum110.25110.25126.0FalseNoneNoneFalseNoneFalse13891.50
3323259116404None3.6Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum517.65517.65308.0FalseNoneNoneFalseNoneFalse159436.20
3323260116404None4.1-A-(v)Granular Sub-Base (Plant mix method) Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (A) Plant Mix Method, (v) For Grading -V Material Cum2611.352611.35136.5FalseNoneNoneFalseNoneFalse356449.2750
3323261116404None4.17Wet Mix Macadam (Plant mix method) Providing, 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 densityCum2686.952686.95105.0FalseNoneNoneFalseNoneFalse282129.750
3323262116404None16.28CC Pavement Providing 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:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum 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), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour,equipments etc., complete as per the directions of the Engineer-in-charge of the work.Cum7091.77091.7115.5FalseNoneNoneFalseNoneFalse819091.350
3323263116404None1.4.1Earth 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 mCum266.2266.2124.2FalseNoneNoneFalseNoneFalse33062.040
3323264116404None1.11Filling approved 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 Cum454.65454.65216.0FalseNoneNoneFalseNoneFalse98204.40
3323265116404None2.1.4Providing 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 Using 20 mm nominal size graded crushed coarse aggregates.Cum6527.856527.8525.5FalseNoneNoneFalseNoneFalse166460.1750
3323266116404None2.4.2Providing 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 other appurtenances 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.Cum6639.156639.15110.25FalseNoneNoneFalseNoneFalse731966.28750
3323267116404Nonepage No. 111-112Form work of Cement concrete Drain Walls (35% on finished rate of concrete per m3)Cum2323.72323.745.0FalseNoneNoneFalseNoneFalse104566.50
3323268116404Nonepage No. 111-112Form work of Cement concrete Deck Slab (20% on finished rate of concrete per m3)Cum1327.831327.8343.5FalseNoneNoneFalseNoneFalse57760.6050
3323269116404None2.11.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 structures t82961.5582961.555.588FalseNoneNoneFalseNoneFalse463589.14140
3323270116404None1.4.1Earth 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 1.50 m.Cum254.1254.117.06FalseNoneNoneFalseNoneFalse4334.9460
3323271116404None2.1.4Providing 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 Using 20 mm nominal size graded crushed coarse aggregates Cum6527.856527.852.77FalseNoneNoneFalseNoneFalse18082.14450
3323272116404None2.4.2Providing 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 other appurtenances 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. Cum6639.156639.157.2FalseNoneNoneFalseNoneFalse47801.880
3323273116404None2.5.1Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & 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 & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum6961.56961.59.32FalseNoneNoneFalseNoneFalse64881.180
3323274116404Nonepage No. 111-112Sub Structure Form work of Culverts(Head Walls) (8% on finished rate of concrete per m3)Cum531.13531.137.2FalseNoneNoneFalseNoneFalse3824.1360
3323275116404Nonepage No.111-112Super Structure Form work of Culverts(Head Walls) (8% on finished rate of concrete per m3)Cum556.92556.929.32FalseNoneNoneFalseNoneFalse5190.49440
3323276116404None16.15(b)Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Single RowProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6 1000 mm dia.Mtr8355.98355.97.5FalseNoneNoneFalseNoneFalse62669.250
3323277116404None2.11.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 structures t82961.5582961.550.39FalseNoneNoneFalseNoneFalse32355.00450
3323278116404None2.17 (ix) (B)Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works (B) Above 600 mm to 900 mm dia m1150.81150.812.5FalseNoneNoneFalseNoneFalse14385.00
3323279116404None2.8 (ii) (A)Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead (I) Lime /Cement Concrete (ii)By Mechanical Means (A)Cement Concrete Grade M-15 & M-20 cumCum754.95754.953.06FalseNoneNoneFalseNoneFalse2310.1470
3323280116404None2.11 (II) (A)Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Stone Masonry (II)By Mechanical Means (A)Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means Cum189.0189.010.2FalseNoneNoneFalseNoneFalse1927.80
3323281116404None1.14.1Earth 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 In all kinds of soils Depth upto 3 m.Cum107.1107.127.0FalseNoneNoneFalseNoneFalse2891.70
3323282116404None1.11Filling approved 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. Cum454.65454.6555.8FalseNoneNoneFalseNoneFalse25369.470
3323283116404None2.1.6Providing 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates. Cum6555.156555.157.8FalseNoneNoneFalseNoneFalse51130.170
3323284116404None2.4.2Providing 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 other appurtenances 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.Cum6639.156639.1522.41FalseNoneNoneFalseNoneFalse148783.35150
3323285116404Nonepage no. 111-112Form work of Box Culverts (20% on finished rate of concrete per m3)Cum1327.831327.8322.41FalseNoneNoneFalseNoneFalse29756.67030
3323286116404None2.11.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 structures t82961.5582961.551.434FalseNoneNoneFalseNoneFalse118966.86270
3323287116404None3.43Providing and constructing 300 mm thick rubble stone pitching set in CM 1: 5 proportion by volume with pin headers at 2 per m2 including cost of all materials from approved source, Labour, Packing stone chips and mortar into Joints, finishing, curing and all other ancillary operations completeSqm1098.31098.330.0FalseNoneNoneFalseNoneFalse32949.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17189505000000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17189505000000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17189505000000NoneNoneELIGIBILITYBidders 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
17189505000000NoneNoneELIGIBILITYIt 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
17189505000000NoneNoneELIGIBILITYEMD 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
NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneBanker Details for referenceNoneNone
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five yearsNoneNone
NoneNoneNoneNoneQualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNoneProposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached)NoneNone
NoneNoneNoneNone5.The intending bidder should have satisfactorily completed at least one similar nature of work in the last five years 2019/20 to 2023/24 to an extent of 50 percent i.e. Sl. No-1.Rs.19.90 Lakhs and for Sl. No 2. Rs. 20.33 Lakhs respectively of the cost of the Amount Put to tender work done Certificates should be obtained from the Officer not below the rank of Executive Engineer of the concerned division or equivalent officer.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNone1.A Valid copy of KPWD Civil CLASS-I Registration certificate.Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNone3.Employees provident fund registration certificate with Latest Challan.Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneValid EPF Certificate
NoneNoneNoneNone8.Bid Capacity Assessed available tender capacity equals to AxNx2.5-BCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Bid Capacity
NoneNoneNoneNone2.Latest copy of the Income Tax return filed mentioning the PAN.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
NoneNoneNoneNone4.The valid copy of GST Registration Certificate.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneGST Registration
NoneNoneNoneNone6.The annual turnover from all classes of civil engineering works should be twice the amount put to tender i.e. Sl. No 1.79.60 Lakhs and for Sl. No 2. 81.32 Lakhs respectively in any of the two financial years during the last five years i.e. from 2019 20 to 2023 24 Audited profit and Loss account certified by a practicing Chartered Accountant along with copy of income tax returns filed for the years indicated above should be furnished.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNone7.Liquid assets and availability of credit facilities of not less than 30 percent of the amount put to tender i.e. Sl. No 1. Rs.11.94 Lakhs and for Sl. No 2. Rs. 12.19 Lakhs respectively. For meeting the fund requirement etc. The contractor should upload necessary documents issued by the Banks.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
1.A Valid copy of KPWD Civil CLASS-I Registration certificateTrueTechnical Bid
2.Latest copy of the Income Tax return filed mentioning the PAN.TrueTechnical Bid
3.Employees provident fund EPF registration certificate with Latest ChallanTrueTechnical Bid
4.The valid copy of GST Registration Certificate.TrueTechnical Bid
5.The intending bidder should have satisfactorily completed at least one similar nature of work in the last five years 2019 20 to 2023 24 to an extent of 50 percent i.e. Sl. No 1. Rs.19.90 Lakhs and for Sl. No 2. Rs. 20.33 Lakhs respectively of the cost of the Amount Put to tender work done Certificates should be obtained from the Officer not below the rank of Executive Engineer of the concerned division or equivalent officer.TrueTechnical Bid
6.The annual turnover from all classes of civil engineering works should be twice the amount put to tender i.e. Sl. No-1. Rs.79.60 Lakhs and for Sl. No 2. Rs. 81.32 Lakhs respectively in any of the two financial years during the last five years i.e. from 2019 20 to 2023 24 Audited profit and Loss account certified by a practicing Chartered Accountant along with copy of income tax returns filed for the years indicated above should be furnished.TrueTechnical Bid
7.Liquid assets and availability of credit facilities of not less than 30 percent of the amount put to tender i.e. Sl. No 1. Rs.11.94 Lakhs and for Sl. No 2. Rs. 12.19 Lakhs respectively. For meeting the fund requirement etc. The contractor should upload necessary documents issued by the Banks.TrueTechnical Bid
8.Bid Capacity Assessed available tender capacity equals to AxNx2.5-BTrueTechnical Bid
The Contractor shall upload the self attested affidavit of works on hand, failing which his Tender is Liable for rejection. If the contractor uploaded false information of bid Capacity/works on hand his name will be recommended for black list.TrueTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
RoadsBidarChitgoppaBidarBIDARVillage-Nirna, Taluka -Chitgoppa Dist- BidarNoneNoneNoneNoneNoneNone
tenderAddressNone
tenderRecallDTONone