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noticeInvitingTenderDTO	createdTs 1726637929835 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy RESERVED invitingStrategyText Reserved taxType INCLUSIVE_TAX tenderFee 500.00 emd 23025.00 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 14:30:05 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 1726637929874 version 12 createdDate None modifiedDate None tenderNumber PWD/2024-25/BR/WORK_INDENT15544 title Construction of Foot Bridge to nala at Barasaguni grama of Shivalli Grama Panchayath in Sirsi Taluka of U.K. Dist.(Applicable for ST Civil Contractors only) description Construction of Foot Bridge to nala at Barasaguni grama of Shivalli Grama Panchayath in Sirsi Taluka of U.K. Dist. category WORKS categoryText Works ecv 1842240.29 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1683 locationName PWD Division Office Sirsi provisionalAmount 2200000.0 groupOverheadTotal 0.0 fileNumber PWD/SirsiSD/2024-25/FB/WORK001
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1726637930000 0 None None Bridges/Culverts CONSTRUCTION OF FOOT BRIDGE ACROSS STREAM NEAR BARSAGUNI VILLAGE OF SHIVALLI GRAMA PANCHAYAT IN SIRSI TALUK, UTTARA KANNADA DISTRICT. 1842240.29 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4018990 155767 None Vol.1P.No 8Item 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 114.24 114.24 118.83 False None None False None False 13575.1392 0 4018991 155767 None Vol.1P.No15Item 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 5.55 False None None False None False 37227.624 0 4018992 155767 None Vol.1P.No15Item 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 19.2 False None None False None False 155869.248 0 4018993 155767 None Vol.1P.No16ItemNo.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 23.69 False None None False None False 203415.3695 0 4018994 155767 None Vol.1P.No16Item 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 16.41 False None None False None False 166014.8829 0 4018995 155767 None Vol.1P.No18Item 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 0.89 False None None False None False 85930.1408 0 4018996 155767 None Vol.1P.No18 ItemNo.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 1.57 False None None False None False 151983.7872 0 4018997 155767 None Vol.1P.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 1.14 False None None False None False 110644.9344 0 4018998 155767 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 3.28 False None None False None False 25020.8896 0 4018999 155767 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 6.3 False None None False None False 83507.76 0 4019000 155767 None Vol.3P.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 6.0 False None None False None False 920.64 0 4019001 155767 None Vol.3P.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 6.0 False None None False None False 322.56 0 4019002 155767 None Vol.3P.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 27.58 False None None False None False 82691.4592 0 4019003 155767 None Vol.3P.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 26.0 False None None False None False 6959.68 0 4019004 155767 None Vol.3P.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 21.22 False None None False None False 27759.1552 0 4019005 155767 None Vol.3P.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 4.0 False None None False None False 14654.08 0 4019006 155767 None Vol.3P.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 31.4 False None None False None False 79620.352 0 4019007 155767 None Vol.3P.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 4019008 155767 None Vol.3P.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 61.23 False None None False None False 7474.9584 0 4019009 155767 None Vol.1P.No 8 Item No.1.12 Side Drain :- Earth 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 depth) (UNI SR Rates 2023-2024 Vol 1, page No 8 Item No 1.12) ---- 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 106.4 106.4 89.1 False None None False None False 9480.24 0 4019010 155767 None Vol 3, page No 17 Item No 3.7 Compacting Original Ground : Compacting 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. ---- 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 117.6 117.6 99.0 False None None False None False 11642.4 0 4019011 155767 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 530.88 530.88 575.91 False None None False None False 305739.1008 0 4019012 155767 None Vol.3P.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 48.0 False None None False None False 40212.48 0 4019013 155767 None Vol.1P.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 4019014 155767 None Vol.1P.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 4019015 155767 None Vol.1P.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 4019016 155767 None Vol.1P.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 4019017 155767 None Vol.3P.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 1726637934000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1726637934000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1726637934000 0 None None ELIGIBILITY Bidders 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 1726637934000 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 1726637934000 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 1726637934000 2 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 1726637934000 1 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders. None 1726637934000 1 None None ELIGIBILITY As per Karnataka State Government order No. LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27.7.2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund. None 1726637934000 1 None None ELIGIBILITY Conditional tenders will not be accepted None 1726637934000 1 None None ELIGIBILITY All the items in the tender include all lead, lifts, lab our, hire charges of machinery curing for concrete works, and all other incidental charges necessary for successful completion of works as per the direction of Engineer in charge of this work. None 1726727661000 0 None None ELIGIBILITY The tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the Bidder None 1726727670000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason None 1726727679000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing e-procurement portal None 1726727694000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderer I T T will only be considered for evaluation None 1726727703000 0 None None ELIGIBILITY To Qualify for award of this contract, each bidder should give all details and documents as per technical and financial bid attached to this tender None 1726727732000 0 None None ELIGIBILITY The bidders shall bear all costs associated with the preparation and submission of each tender, and the employer will in no case be responsible and liable for those costs. None 1726727742000 0 None None ELIGIBILITY All materials required for this work shall be procured by the bidder himself and should got tested by the quality control authorities at his own cost before use on the work. None 1726727754000 0 None None ELIGIBILITY Financial turnover of previous years shall be given a weightage of 10% per year to bring them to the price level of the 2024-25 in the Technical Qualification Criteria mentioned in the next section None 1726727760000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1726727769000 0 None None ELIGIBILITY The Tenderer should be a PWD Registered Class IV & above contractor. None 1726727777000 0 None None ELIGIBILITY The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the standard tender documents KW-1 KPWD and further orders thereon. None 1726727783000 1 None None ELIGIBILITY Execution Period is 6 months (including monsoon.) None 1726727789000 1 None None ELIGIBILITY EMD Part (1) Rs. 23,025/- by e-payment in favour of Executive engineer, PWD Division Sirsi. None 1726727827000 0 None None ELIGIBILITY Any deviation / error / mistake found in units of items, they should be read as in the unified SR 2023-24 and the rates shall be quoted accordingly. None 1726727870000 0 None None ELIGIBILITY Estimate rates are exclusive of 18% GST None 1726727899000 0 None None ELIGIBILITY This work is APPLICABLE ONLY FOR SCHEDULED TRIBE COMMUNITIES ONLY. None 1726727920000 0 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 portal due to internet connectivity issues and technical glitches at bidders end. None 1726819295000 0 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
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Company/Contactor Registration Certificate PWD True Technical Bid Annual Turnover Certificate issued by CA with UDIN & Balance Sheets 2019-20 to 2023-24 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 Tenderer has to submit Reserved Category Valid Caste Certificate issued by Tahashildar True Technical Bid Tenderer has to submit Valid Residential Domicile Certificate issued by Tahashildar Minimum 10 Years 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) Barasguni None None None None None None
tenderAddress	None
tenderRecallDTO	None