createdTs	None
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noticeInvitingTenderDTO	createdTs 1726657799382 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 630.00 emd 50280.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 27-09-2024 16:00:00 tenderQueryClose 26-09-2024 16:00:00 technicalBidOpen None publishedDate 20-09-2024 14:02:25 publishedByPost PWD_EE_DIV_SRS publishedByUser KPE13304 - MALLIKARJUN H bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Er RAMESH B splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 9480138387 tenderSupplierList None
tenderSchedule	createdTs 1726657799413 version 12 createdDate None modifiedDate None tenderNumber PWD/2024-25/BR/WORK_INDENT15553 title Construction of Foot Bridge to Darbegadde nala at Mundaganamane grama of Devanalli Grama Panchayath in Sirsi Taluka of U.K. Dist. description Construction of Foot Bridge to Darbegadde nala at Mundaganamane grama of Devanalli Grama Panchayath in Sirsi Taluka of U.K. Dist. category WORKS categoryText Works ecv 2514998.67 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1683 locationName PWD Division Office Sirsi provisionalAmount 3000000.0 groupOverheadTotal 0.0 fileNumber PWD/SirsiSD/2024-25/FB/WORK002
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1726657799000 0 None None Bridges/Culverts CONSTRUCTION OF FOOT BRIDGE ON DARBEGADDE HALLA NEAR MUNDAGANAMANE VILLAGE IN DEVANAHALLI GRAMAPANCHAYAT SIRSI TALUK, UTTARA KANNADA DISTRICT. 2514998.67 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4023664 155967 None Vol.1 P.No 8 Item No.1.14.1 Earth 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. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. Cum 114.24 114.24 182.9 False None None False None False 20894.496 0 4023665 155967 None Vol.1 P.No 15 Item No.2.1.3 Providing 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 aggregates. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. Cum 6707.68 6707.68 10.34 False None None False None False 69357.4112 0 4023666 155967 None Vol.1 P.No 15 Item No.2.2.3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. Cum 8118.19 8118.19 36.15 False None None False None False 293472.5685 0 4023667 155967 None Vol.1 P.No 16 Item No.2.4.3 Providing 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. Cum 8586.55 8586.55 30.76 False None None False None False 264122.278 0 4023668 155967 None Vol.1 P.No 16 Item No.2.5.2 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. Cum 10116.69 10116.69 38.63 False None None False None False 390807.7347 0 4023669 155967 None Vol.1 P.No 18 Item No.2.11 b 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 b. Foundation of Bridges. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. t 96550.72 96550.72 2.35 False None None False None False 226894.192 0 4023670 155967 None Vol.1 P.No 18 Item No.2.11 c 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 c. Sub structure of Bridges. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. t 96804.96 96804.96 2.22 False None None False None False 214907.0112 0 4023671 155967 None Vol.1 P.No 18 Item No.2.11 d 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 d. Super structure of Bridges. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. t 97056.96 97056.96 2.8 False None None False None False 271759.488 0 4023672 155967 None Vol.3 P.No 121 Item No.13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. Cum 7628.32 7628.32 4.27 False None None False None False 32572.9264 0 4023673 155967 None Vol.3 P.No 122 Item No.13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. Cum 13255.2 13255.2 9.45 False None None False None False 125261.64 0 4023674 155967 None Vol.3 P.No 123 Item No.13.15(ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. m 153.44 153.44 13.5 False None None False None False 2071.44 0 4023675 155967 None Vol.3 P.No 124 Item No.13.15 iv Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 percent bitumen by weight. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. m 53.76 53.76 13.5 False None None False None False 725.76 0 4023676 155967 None Vol.3 P.No 117 Item No.12.4 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. Cum 2998.24 2998.24 24.52 False None None False None False 73516.8448 0 4023677 155967 None Vol.3 P.No 117 Item No.12.2 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. m 267.68 267.68 19.6 False None None False None False 5246.528 0 4023678 155967 None Vol.3 P.No 117 Item No.12.3 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular Material. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. Cum 1308.16 1308.16 23.06 False None None False None False 30166.1696 0 4023679 155967 None Vol.3 P.No 121 Item No.13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. No 3663.52 3663.52 8.0 False None None False None False 29308.16 0 4023680 155967 None Vol.3 P.No 121 Item No.13.5A Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. m 2535.68 2535.68 44.48 False None None False None False 112787.0464 0 4023681 155967 None Vol.3 P.No 79 Item No.8.55 Providing and fixing RCC name board of size 1.35x0.60x0.04m fixed in reinforced cement concrete poles of siz 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges &fixing charges. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. Each 6564.32 6564.32 1.0 False None None False None False 6564.32 0 4023682 155967 None Vol.3 P.No 66 Item No.8.10 Painting Two Coats on New Concrete Surfaces. Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. Sqm 122.08 122.08 86.74 False None None False None False 10589.2192 0 4023683 155967 None Vol.1 P.No 7 Item No.1.8 Construction 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. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. Cum 530.88 530.88 198.84 False None None False None False 105560.1792 0 4023684 155967 None Vol.3 P.No 67 Item No.8.18 Reinforced cement concrete M15 grade boundary Stone/Guard Stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. No 837.76 837.76 16.0 False None None False None False 13404.16 0 4023685 155967 None Vol.1 P.No 8 Item No.1.14.1 Earth 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. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. Cum 114.24 114.24 27.22 False None None False None False 3109.6128 0 4023686 155967 None Vol.1 P.No 15 Item No.2.1.3 Providing 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 aggregates. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. Cum 6707.68 6707.68 1.77 False None None False None False 11872.5936 0 4023687 155967 None Vol.1 P.No 16 Item No.2.4.3 Providing 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. Cum 8586.55 8586.55 11.84 False None None False None False 101664.752 0 4023688 155967 None Vol.1 P.No 7 Item No.1.8 Construction 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. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. Cum 530.88 530.88 96.41 False None None False None False 51182.1408 0 4023689 155967 None Vol.3 P.No 146 Item No.16.15 (a) Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. a.1200mm dia. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work. m 9436.0 9436.0 5.0 False None None False None False 47180.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1726657804000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1726657804000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1726657804000 1 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement (KPPP) portal due to internet connectivity issues and technical glitches at bidders end. None 1726657804000 0 None None ELIGIBILITY It 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 1726657804000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1726657804000 1 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1726657804000 1 None None ELIGIBILITY As per Karnataka State Government order LD/300/LET/2006 Bangalore dated 01-01-2007 and Government letter No PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards construction labour welfare fund. None 1726657804000 1 None None ELIGIBILITY The Item rates quoted shall include cost of Royalty charges on construction materials and other taxes as per the rates provided in prevailing Government Orders at the time of execution and including cost and conveyance of all materials, curing, loading and Unloading with all lifts, labour, Hire charges of machinery and equipments etc, complete and all other incidental charges. None 1726657804000 1 None None ELIGIBILITY Constitutional or Legal Status of tenderer. None 1726657804000 2 None None ELIGIBILITY If the rate quoted by the Tenderer is less than the Amount put to tender, then the difference amount should be paid in the form of FDR / BG/ DD/Call deposit(Period 01 year) in favor of Executive Engineer, PWD Division Sirsi. And the It should be submitted to division office at the time of Agreement. None 1726657804000 1 None None ELIGIBILITY Financial Year will be reckoned as the period between first day of April and Thirty First day of March of succeeding year (both days inclusive). None 1726657804000 1 None None ELIGIBILITY The employer is not responsible for any delay in accessing e-Procurement (KPPP) Portal None 1726657804000 1 None None ELIGIBILITY All materials required for this work, shall be produced by the tenderer himself and should be got tested by the quality control authorities, at his own cost before using for the work. None 1726657804000 1 None None ELIGIBILITY Conditional tenders will not be accepted. None 1726657804000 1 None None ELIGIBILITY Eligible Tenderer will be qualified only if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under: Assessed available tender capacity as (AxNx2.5-B), where, A is Maximum value of civil engineering works executed in any one year during the last five years taking into account the completed as well as works in progress. N is Number of years prescribed for completion of the works for which Tenders are invited. B is Existing commitments and on-going works to be completed None 1726657804000 1 None None ELIGIBILITY The construction materials (minerals metal, sand and murrum) shall be bought from the authorized quarries along with the mineral dispatch permit or else 5 times the royalty will be deducted as penalty as per the Directions on the Director, Mines and Geology Department Bangalore proceedings dated 25.03.2013. None 1726657804000 1 None None ELIGIBILITY The employer reserves the rights to reject one or all Tenders without assigning any reasons. None 1726658915000 0 None None ELIGIBILITY Each Tenderer shall furnish work execution programme bar chart for a working period of 6 months. None 1726658924000 1 None None ELIGIBILITY EMD Rs 50,280/- should be paid in favor of Executive Engineer PWD Division Sirsi through e-payment None 1726661665000 0 None None ELIGIBILITY Work Completion period 6 months (Including Monsoon) None 1726661673000 0 None None ELIGIBILITY The tenderers are requested to abide instructions and conditions contained in the Standard Bid Documents -KW-2 and further orders thereon. None 1726661695000 0 None None ELIGIBILITY The Estimate rates are exclusive of 18% GST None 1726661714000 0 None None ELIGIBILITY Eligibility of Contractor is Class-III & Above None 1726661722000 0 None None ELIGIBILITY Tenderers shall obtain the Work Done Certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer (District Level Officer) and Scan the original certificates and attach the scanned file to the tenders. The original Certificate shall be produced before opening of Financial Bid for physical verification. None 1726661729000 1 None None ELIGIBILITY To qualify for award of this contract, each tenderer in his/her name should have in the last five years (i.e. 2019-20 to 2023-24) achieved in at least two financial years an Average Financial Turnover of Rs. 25.14 Lakhs (in all classes of Civil engineering construction works Only) None 1726661737000 2 None None ELIGIBILITY To qualify for award of this contract, each tenderer in his/her name should have in the last five years (i.e. 2019-20 to 2023-24) Satisfactorily completed as prime contractor, at least one similar work (at least 50% of the contract value), such as one single Foot Bridge Work of value not less than Rs. 12.57 Lakhs. None 1726731826000 0 None None ELIGIBILITY The increase in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate issued by CA with UDIN & Civil work Balance Sheets 2019-20 to 2023-24 True Technical Bid Company/Contactor Registration Certificate PWD True Technical Bid Workdone Certificate 2019-20 to 2023-24 True Technical Bid Bidders Address & Mobile No. True Technical Bid Work Execution Programme Bar Chart of 06 Months True Technical Bid List of Existing commitments and ongoing works True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Bridges/Culverts Uttara Kannada Sirsi Kanara SIRSI (SC) Darbegadde None None None None None None
tenderAddress	None
tenderRecallDTO	None