createdTs	None
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noticeInvitingTenderDTO	createdTs 1726644531062 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1050.00 emd 83300.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 07-10-2024 16:00:00 tenderQueryClose 05-10-2024 17:30:00 technicalBidOpen None publishedDate 20-09-2024 12:17:12 publishedByPost RDPR_EE_DIV_GAD publishedByUser KPE16679 - VIJAYKUMAR MADIVALAPPA bidValidityPeriod 180 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson M P Manunath 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 08372238035 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1726644531101 version 8 createdDate None modifiedDate None tenderNumber RDPR/2024-25/OW/WORK_INDENT8943 title Construction of c c Road at Vadegola village in Gajendragada taluk gadag dist description Construction of c c Road at Vadegola village in Gajendragada taluk gadag dist category WORKS categoryText Works ecv 4161498.85 deptName Rural Development and Panchayat Raj Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 845 locationName RDPR Division Office Gadag provisionalAmount 5000000.0 groupOverheadTotal None fileNumber 5054CMGSY22
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1726644531000 1 None None Other Works Construction of c c Road at Vadegola village in Gajendragada taluk gadag dist 3094057.84 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4020876 155848 None code01 Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work. [Common PWD SR 2023-24, Volume-1, Pg No-5, I.No- 1.1] Cum 91.0 91.0 835.95 False None None False None False 76071.45 0 4020877 155848 None code02 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. [Common PWD SR 2023-24, Volume-3, , Pg no-17, I.No. 3.7] Cum 105.0 105.0 272.82 False None None False None False 28646.1 0 4020878 155848 None code03 Construction 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 [Common PWD SR 2023-24, Volume-3, Pg No-17, I.No. 3.6] Cum 493.0 493.0 353.31 False None None False None False 174181.83 0 4020879 155848 None code04 Construction of Granular Sub-Base of required grading as per design 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 By Mix in Place Method (v) For Grading -V Material [Common PWD SR 2023-24, Volume-3, Pg no-23, I.No. 4.2(B) (V) Cum 2359.0 2359.0 102.6 False None None False None False 242033.4 0 4020880 155848 None code05 Water Bound Macadam :Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (A) By Manual Means, (ii) Grading-II (53 mm to 22.4 mm) (b) Using Screening Type B (11.2mm agg) [Common PWD SR 2023-24, Volume-3, Pg no-25, I.No. 4.13(A)(ii)(b)] Cum 2749.0 2749.0 136.42 False None None False None False 375018.58 0 4020881 155848 None code06 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. [Common PWD SR 2023-24, Volume-3, Pg no-149, I.No. 5.20 ] Cum 6754.0 6754.0 324.12 False None None False None False 2189106.48 0 4020882 155848 None code07 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work mcompletion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 [Common PWD SR 2023-24, Volume-3, Pg no-78, I.No. 8.54] Nos 9000.0 9000.0 1.0 False None None False None False 9000.0 0 1726644531000 1 None None Other Works Construction of c c Road at Vadegola village in Gajendragada taluk gadag dist 810190.78 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4020883 155849 None code01 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 [Common PWD SR 2023-24, Volume-1, Pg.No-8, I.No.1.14.1] Cum 102.0 102.0 115.38 False None None False None False 11768.76 0 4020884 155849 None code02 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. [Common PWD SR 2023-24, Volume-2, Pg.No-151, I.No.17.1] Cum 1002.0 1002.0 38.75 False None None False None False 38827.5 0 4020885 155849 None code03 Providing 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) 2.1.3-Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-15, I.No.2.1.3] Cum 6288.45 6288.45 19.38 False None None False None False 121870.161 0 4020886 155849 None code04 Providing 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) 2.4.2-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-16, I.No.2.4.2] Cum 6639.15 6639.15 61.73 False None None False None False 409834.7295 0 4020887 155849 None code05 Supplying, fitting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specification. [Common PWD SR 2023-24, Volume-1, Pg.No-92, I.No.2.11(C)] t 86433.0 86433.0 2.47 False None None False None False 213489.51 0 4020888 155849 None code06 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. [Common PWD SR 2023-24, Volume-1, Pg.No-7, I.No.1.8] Cum 474.0 474.0 30.38 False None None False None False 14400.12 0 1726644531000 1 None None Other Works Construction of c c Road at Vadegola village in Gajendragada taluk gadag dist 257250.23 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4020889 155850 None code01 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 [Common PWD SR 2023-24, Volume-1, Pg.No-8, I.No.1.14.1] Cum 102.0 102.0 8.55 False None None False None False 872.1 0 4020890 155850 None code02 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. [Common PWD SR 2023-24, Volume-2, Pg.No-151, I.No.17.1] Cum 1002.0 1002.0 3.42 False None None False None False 3426.84 0 4020891 155850 None code03 Providing 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) 2.1.3-Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-15, I.No.2.1.3] Cum 6288.45 6288.45 1.71 False None None False None False 10753.2495 0 4020892 155850 None code04 Providing 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) 2.4.2-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-16, I.No.2.4.3] Cum 6652.8 6652.8 4.13 False None None False None False 27476.064 0 4020893 155850 None code05 Providing 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) 2.4.3-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-16, I.No.2.5.2] Cum 7527.3 7527.3 7.06 False None None False None False 53142.738 0 4020894 155850 None code06 Providing 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) 2.4.3-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-16, I.No.2.5.2] Cum 8211.6 8211.6 3.19 False None None False None False 26195.004 0 4020895 155850 None code07 Supplying, fitting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specification. [Common PWD SR 2023-24, Volume-1, Pg.No-92, I.No.2.11(C)] t 86433.0 86433.0 1.37 False None None False None False 118413.21 0 4020896 155850 None code08 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A) Granular Material [Common PWD SR 2023-24, Volume-3, Pg.No-117, I.No.12.30] Cum 1168.0 1168.0 5.399 False None None False None False 6306.032 0 4020897 155850 None code09 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. [Common PWD SR 2023-24, Volume-1, Pg.No-7, I.No.1.8] Cum 474.0 474.0 22.5 False None None False None False 10665.0 0 1726646115000 0 None None Roads Construction of c c Road at Vadegola village in Gajendragada taluk gadag distConstruction of c c Road at Vadegola village in Gajendragada taluk gadag dist Construction of c c Road at Vadegola village in Gajendragada taluk gadag dist 4161498.85 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4021462 155880 None code01 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 [Common PWD SR 2023-24, Volume-1, Pg.No-8, I.No.1.14.1] Cum 102.0 102.0 8.55 False None None False None False 872.1 0 4021471 155880 None code01 Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work. [Common PWD SR 2023-24, Volume-1, Pg No-5, I.No- 1.1] Cum 91.0 91.0 835.95 False None None False None False 76071.45 0 4021456 155880 None code01 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 [Common PWD SR 2023-24, Volume-1, Pg.No-8, I.No.1.14.1] Cum 102.0 102.0 115.38 False None None False None False 11768.76 0 4021457 155880 None code02 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. [Common PWD SR 2023-24, Volume-2, Pg.No-151, I.No.17.1] Cum 1002.0 1002.0 38.75 False None None False None False 38827.5 0 4021463 155880 None code02 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. [Common PWD SR 2023-24, Volume-2, Pg.No-151, I.No.17.1] Cum 1002.0 1002.0 3.42 False None None False None False 3426.84 0 4021472 155880 None code02 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. [Common PWD SR 2023-24, Volume-3, , Pg no-17, I.No. 3.7] Cum 105.0 105.0 272.82 False None None False None False 28646.1 0 4021458 155880 None code03 Providing 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) 2.1.3-Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-15, I.No.2.1.3] Cum 6288.45 6288.45 19.38 False None None False None False 121870.161 0 4021464 155880 None code03 Providing 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) 2.1.3-Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-15, I.No.2.1.3] Cum 6288.45 6288.45 1.71 False None None False None False 10753.2495 0 4021473 155880 None code03 Construction 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 [Common PWD SR 2023-24, Volume-3, Pg No-17, I.No. 3.6] Cum 493.0 493.0 353.31 False None None False None False 174181.83 0 4021474 155880 None code04 Construction of Granular Sub-Base of required grading as per design 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 By Mix in Place Method (v) For Grading -V Material [Common PWD SR 2023-24, Volume-3, Pg no-23, I.No. 4.2(B) (V) Cum 2359.0 2359.0 102.6 False None None False None False 242033.4 0 4021465 155880 None code04 Providing 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) 2.4.2-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-16, I.No.2.4.3] Cum 6652.8 6652.8 4.13 False None None False None False 27476.064 0 4021459 155880 None code04 Providing 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) 2.4.2-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-16, I.No.2.4.2] Cum 6639.15 6639.15 61.73 False None None False None False 409834.7295 0 4021460 155880 None code05 Supplying, fitting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specification. [Common PWD SR 2023-24, Volume-1, Pg.No-92, I.No.2.11(C)] t 86433.0 86433.0 2.47 False None None False None False 213489.51 0 4021466 155880 None code05 Providing 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) 2.4.3-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-16, I.No.2.5.2] Cum 7527.3 7527.3 7.06 False None None False None False 53142.738 0 4021475 155880 None code05 Water Bound Macadam :Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (A) By Manual Means, (ii) Grading-II (53 mm to 22.4 mm) (b) Using Screening Type B (11.2mm agg) [Common PWD SR 2023-24, Volume-3, Pg no-25, I.No. 4.13(A)(ii)(b)] Cum 2749.0 2749.0 136.42 False None None False None False 375018.58 0 4021461 155880 None code06 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. [Common PWD SR 2023-24, Volume-1, Pg.No-7, I.No.1.8] Cum 474.0 474.0 30.38 False None None False None False 14400.12 0 4021467 155880 None code06 Providing 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) 2.4.3-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-16, I.No.2.5.2] Cum 8211.6 8211.6 3.19 False None None False None False 26195.004 0 4021476 155880 None code06 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. [Common PWD SR 2023-24, Volume-3, Pg no-149, I.No. 5.20 ] Cum 6754.0 6754.0 324.12 False None None False None False 2189106.48 0 4021468 155880 None code07 Supplying, fitting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specification. [Common PWD SR 2023-24, Volume-1, Pg.No-92, I.No.2.11(C)] t 86433.0 86433.0 1.37 False None None False None False 118413.21 0 4021477 155880 None code07 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work mcompletion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 [Common PWD SR 2023-24, Volume-3, Pg no-78, I.No. 8.54] Nos 9000.0 9000.0 1.0 False None None False None False 9000.0 0 4021469 155880 None code08 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A) Granular Material [Common PWD SR 2023-24, Volume-3, Pg.No-117, I.No.12.30] Cum 1168.0 1168.0 5.399 False None None False None False 6306.032 0 4021470 155880 None code09 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. [Common PWD SR 2023-24, Volume-1, Pg.No-7, I.No.1.8] Cum 474.0 474.0 22.5 False None None False None False 10665.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1726644535000 1 None None ELIGIBILITY Line of credit 30% to APT amount that is not less than Rupees- lakhs (Conditional LOC not considered) None 1726644535000 1 None None ELIGIBILITY The tender is through e mode only None 1726644535000 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 1726644535000 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 1726644535000 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 1726644535000 1 None None ELIGIBILITY The rates enumerated in the tender schedule / BOQ are inclusive of all lead and lifts and all other charges to complete the work successfully. None 1726644535000 1 None None ELIGIBILITY The tender may be cancelled at any stage without assigning any reason None 1726644535000 1 None None ELIGIBILITY Tenderer must submit his present accurate postal address and phone / cell phone number None 1726644535000 1 None None ELIGIBILITY Materials to be utilized for the work must be tested in PRED labs and quality control test reports must be enclosed to the bills. Cost of quality control tests must be borne by the contractor None 1726644535000 1 None None ELIGIBILITY Tenderer who is successful in any tender previously, but not submitted security deposit, is not eligible to participate in this tender None 1726644535000 1 None None ELIGIBILITY If any date in tender time table is government holiday, next working day will be considered None 1726644535000 1 None None ELIGIBILITY Executive Engineer PRED Gadag has authority to reject or accept any tender without assigning any reason None 1726644535000 1 None None ELIGIBILITY GST shall be paid to the tendered amount separately None 1726644535000 1 None None ELIGIBILITY If the rates Quoted by the contractor is lesser than the amount put to tender, the difference cost should be paid by the contractor through DD/ FDR / NSC in the favour of Executive Engineer. within 20 days of the receipt of the letter of acceptance for unbalanced tenders in accordance with clause 25.5 of ITT and clause 44 of the condition of contract as per G.O.No FD 94 PCL 2008 Bangalore dated 14.10.2008 None 1726644535000 1 None None ELIGIBILITY The contractor should provide daily there staff members on site None 1726644535000 1 None None ELIGIBILITY If there is any objection regarding tender, eligibility of contractors, documents etc. The objection must be submitted before last date & time of submission of tender directly to Executive Engineer, PRE Dn, Gadag. (Not in inward). None 1726644535000 1 None None ELIGIBILITY The work subjected to third party inspection and inspection by other govt agencies third party inspection cost is borne by the contractor for the gross amount of the bill third party agency is appointed by the dept None 1726645797000 0 None None ELIGIBILITY Aspiring bidders/ contractors who have not obtained the user ID & Password for participating in E-Proc in PRED may now obtain the same from the website www.kppp.karnataka.gov.in through link None 1726645806000 0 None None ELIGIBILITY Corrigendum/modifications/corrections, if any, will be published only in the website individual letters, information to bidders will not be sent by post, courier. All information will be on the web site. However in case of any clarification required you are directed to contact the under signed during office hours on all working days. None 1726645811000 0 None None ELIGIBILITY If any of the dates mentioned above is declared as holiday, the next working day will hold good without any change in the timings indicated. None 1726645817000 0 None None ELIGIBILITY Further details of work can be obtained in the office of the undersigned all working days. None 1726645824000 0 None None ELIGIBILITY Tenderer can inspect site before quoting rates. Quoted rates are inclusive statutory deduction as per Government order. None 1726645830000 0 None None ELIGIBILITY Any over writing of civil engineering words and measurements should be clarified the considered department ( No claims should be considered). None 1726645840000 0 None None ELIGIBILITY Work Completion/Execution Period : 06 Months None 1726645853000 1 None None ELIGIBILITY Similar wok done 50% OTH & 25% SC ST attached separate sheet should not be less than Rs. lks. None 1726645864000 0 None None ELIGIBILITY Contractor should upload PWD Valid Registration copy None 1726645883000 0 None None ELIGIBILITY Within 20 days of receipt of the Letter of Acceptance, the successful Tenderer shall deliver to the Employer a Security deposit(FDR) for an amount equivalent to 5% of the Contract price. None 1726645890000 0 None None ELIGIBILITY Work done certificate should be issued by competent authority not below the rank of Executive Engineer. None 1726645897000 0 None None ELIGIBILITY The tender of any tenderer who does not accept the conditions contained in the tender document is liable to be rejected. Conditional tenders will not be accepted. None 1726645903000 0 None None ELIGIBILITY The cost of tender form fee shall not be refundable. The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs. No interest will be paid by the Government on the Earnest money deposit. None 1726645926000 0 None None ELIGIBILITY Department Registration Details None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover certificate CA with UDIN No. & Profit and loss statements & Income Tax returns True Technical Bid PWD Valid Registration Certificate True Technical Bid Line of credit amount that is not less than Rupees- lakhs, Conditional LOC not considered True Technical Bid 50percent Similar work done BUILDING ,CC DRAIN, ROAD WORK attached separate sheet should not be less than Rs. lks. True Technical Bid Postal Address with contact number True Technical Bid PAN & GST Certificate True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None