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noticeInvitingTenderDTO	createdTs 1726382883807 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy RESERVED invitingStrategyText Reserved taxType INCLUSIVE_TAX tenderFee 1590.00 emd 63500.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 24-09-2024 16:30:00 tenderQueryClose 24-09-2024 15:30:00 technicalBidOpen 25-09-2024 17:30:00 publishedDate 17-09-2024 10:30:17 publishedByPost RDPR_EE_DIV_BLR publishedByUser KPE19203 - H INDUDHAR bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson EE PRE DIVISION BALLARI 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 08392266173 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1726382883810 version 12 createdDate None modifiedDate None tenderNumber RDPR/2024-25/RD/WORK_INDENT7821/CALL-2 title Construction of CC Road and Drain in SC Colonies of Karchedu, Guthiganur,Devasamudra villages under Kampli Constituency in Ballari Dist (Reserved For SC) description Construction of CC Road and Drain in SC Colonies of Karchedu, Guthiganur,Devasamudra villages under Kampli Constituency in Ballari Dist (Reserved For SC) category WORKS categoryText Works ecv 6326481.65 deptName Rural Development and Panchayat Raj Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 818 locationName RDPR Division Office Ballari provisionalAmount 7500000.0 groupOverheadTotal 0.0 fileNumber EE/PRED/5054/SCP/TSP/BLY/02
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1726382884000 1 None None Roads Construction of CC Road and Drain in SC Colonies of Karchedu, Guthiganur,Devasamudra villages under Kampli Constituency in Ballari Dist 6326481.65 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4009814 155222 None code01 Karchedu village Constrcution of CC ROad from Karchedu Main ROad to Harijana Anandappa home to left side Gejjalli Eranna Home : 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. Cum 110.25 110.25 28.35 False None None False None False 3125.5875 0 4009815 155222 None code02 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. Cum 497.7 497.7 56.7 False None None False None False 28219.59 0 4009816 155222 None code03 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 Cum 517.65 517.65 181.44 False None None False None False 93922.416 0 4009817 155222 None code04 Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density,complete as per Technical Specific-Grade-III Cum 1498.35 1498.35 14.175 False None None False None False 21239.11125 0 4009818 155222 None code05 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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. By Manual Means Grading-I Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) Cum 2526.3 2526.3 14.175 False None None False None False 35810.3025 0 4009819 155222 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 Cum0 (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. Cum 7091.7 7091.7 149.85 False None None False None False 1062691.245 0 4009820 155222 None code07 Constrcution of CC Drain from Basarkodu Main Road Harijana Anandappa Home to left Side Gejjalli Eranna Home: Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth Cum 313.95 313.95 184.8 False None None False None False 58017.96 0 4009821 155222 None code08 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 Cum 6288.45 6288.45 23.1 False None None False None False 145263.195 0 4009822 155222 None code09 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 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 19.8 False None None False None False 129251.43 0 4009823 155222 None code10 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. Sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8962.85 8962.85 39.6 False None None False None False 354928.86 0 4009824 155222 None code11 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. Sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 10442.25 10442.25 19.8 False None None False None False 206756.55 0 4009825 155222 None code12 Steel Fabrication: Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings Tonne 93929.85 93929.85 3.168 False None None False None False 297569.7648 0 4009826 155222 None code13 Constrcution of CC Road from Gejjalli Malappa left and Right to Gejjalli Eranna Home : 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 Cum0 (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. Cum 7091.7 7091.7 102.6 False None None False None False 727608.42 0 4009827 155222 None code14 Construction of UGD from Gejjalli Mallappa left and RIght to Gejjalli Eranna Home: Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Lime /Cement Concrete By Manual Means Cement Concrete Grade M-15 & M-20 Cum 979.65 979.65 8.78 False None None False None False 8601.327 0 4009828 155222 None code15 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m Cum 572.25 572.25 35.1 False None None False None False 20085.975 0 4009829 155222 None code16 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. PVC pipes of 6 Kg/cm2 for 200mm m 740.25 740.25 130.0 False None None False None False 96232.5 0 4009830 155222 None code17 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. PVC pipes of 6 Kg/cm2 for 90mm m 150.15 150.15 58.5 False None None False None False 8783.775 0 4009831 155222 None code18 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. Cum 497.7 497.7 26.3 False None None False None False 13089.51 0 4009832 155222 None code19 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. Each 4447.8 4447.8 13.0 False None None False None False 57821.4 0 4009833 155222 None code20 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. Each 2060.1 2060.1 13.0 False None None False None False 26781.3 0 4009834 155222 None code21 Constrcution of CC Road from Maremma Temple to Main Road: 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 Cum0 (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. Cum 7091.7 7091.7 14.85 False None None False None False 105311.745 0 4009835 155222 None code22 Constrcution of UGD from Maremma Temple to Main Road: Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Lime /Cement Concrete By Manual Means Cement Concrete Grade M-15 & M-20 Cum 979.65 979.65 2.44 False None None False None False 2390.346 0 4009836 155222 None code23 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m Cum 572.25 572.25 9.8 False None None False None False 5608.05 0 4009837 155222 None code24 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. PVC pipes of 6 Kg/cm2 for 200mm m 740.25 740.25 36.2 False None None False None False 26797.05 0 4009838 155222 None code25 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. PVC pipes of 6 Kg/cm2 for 90mm m 150.15 150.15 16.29 False None None False None False 2445.9435 0 4009839 155222 None code26 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. Cum 497.7 497.7 7.3 False None None False None False 3633.21 0 4009840 155222 None code27 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. Each 4447.8 4447.8 4.0 False None None False None False 17791.2 0 4009841 155222 None code28 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. Each 2060.1 2060.1 4.0 False None None False None False 8240.4 0 4009842 155222 None code29 Constrcution of CC Drain from Maremma Temple to Main Road: Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth Cum 313.95 313.95 68.04 False None None False None False 21361.158 0 4009843 155222 None code30 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 Cum 6288.45 6288.45 8.51 False None None False None False 53514.7095 0 4009844 155222 None code31 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 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 7.29 False None None False None False 47588.0265 0 4009845 155222 None code32 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. Sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8962.85 8962.85 14.58 False None None False None False 130678.353 0 4009846 155222 None code33 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. Sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 10442.25 10442.25 7.29 False None None False None False 76124.0025 0 4009847 155222 None code34 Steel Fabrication: Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings Tonne 93929.85 93929.85 1.166 False None None False None False 109522.2051 0 4009848 155222 None code35 Guttiganur VIllage : Construction of CC ROad from Balapura Main Road to Gundur Mareppa Home 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. Cum 110.25 110.25 18.69 False None None False None False 2060.5725 0 4009849 155222 None code36 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. Cum 497.7 497.7 37.38 False None None False None False 18604.026 0 4009850 155222 None code37 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 Cum 517.68 517.68 12.01 False None None False None False 6217.3368 0 4009851 155222 None code38 Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density,complete as per Technical Specific-Grade-III Cum 1498.35 1498.35 9.34 False None None False None False 13994.589 0 4009852 155222 None code39 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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. By Manual Means Grading-I Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) Cum 2526.3 2526.3 9.34 False None None False None False 23595.642 0 4009853 155222 None code40 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 Cum0 (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. Cum 7091.7 7091.7 58.31 False None None False None False 413517.027 0 4009854 155222 None code41 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. Each 4449.9 4449.9 7.0 False None None False None False 31149.3 0 4009855 155222 None code42 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. Each 2060.1 2060.1 7.0 False None None False None False 14420.7 0 4009856 155222 None code43 Constrcution of CC ROad from Emmiganur Bypass to Veereshappa Home :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 Cum0 (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. Cum 7091.7 7091.7 80.73 False None None False None False 572512.941 0 4009857 155222 None code44 Constrcution of UGD from Emmiganuru Bypass to Veereshappa Home : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Lime /Cement Concrete By Manual Means Cement Concrete Grade M-15 & M-20 Cum 979.65 979.65 9.32 False None None False None False 9130.338 0 4009858 155222 None code45 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m Cum 572.25 572.25 37.3 False None None False None False 21344.925 0 4009859 155222 None code46 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. PVC pipes of 6 Kg/cm2 for 200mm m 740.25 740.25 138.0 False None None False None False 102154.5 0 4009860 155222 None code47 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. PVC pipes of 6 Kg/cm2 for 90mm m 150.15 150.15 62.1 False None None False None False 9324.315 0 4009861 155222 None code48 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. Cum 497.7 497.7 27.9 False None None False None False 13885.83 0 4009862 155222 None code49 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. Each 4447.8 4447.8 14.0 False None None False None False 62269.2 0 4009863 155222 None code50 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. Each 2060.1 2060.1 14.0 False None None False None False 28841.4 0 4009864 155222 None code51 Construction of CC Road from Dodda Mani Shivaraja Home to Dodda Basappa Home: 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. Cum 497.7 497.7 18.9 False None None False None False 9406.53 0 4009865 155222 None code52 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 Cum0 (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. Cum 7091.7 7091.7 58.05 False None None False None False 411673.185 0 4009866 155222 None code53 Construction of UGD from Dodda Mani Shivaraja Home to Dodda Basappa HOme : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Lime /Cement Concrete By Manual Means Cement Concrete Grade M-15 & M-20 Cum 979.65 979.65 6.28 False None None False None False 6152.202 0 4009867 155222 None code54 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m Cum 572.25 572.25 25.1 False None None False None False 14363.475 0 4009868 155222 None code55 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. PVC pipes of 6 Kg/cm2 for 200mm m 740.25 740.25 93.0 False None None False None False 68843.25 0 4009869 155222 None code56 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. PVC pipes of 6 Kg/cm2 for 90mm m 150.15 150.15 41.85 False None None False None False 6283.7775 0 4009870 155222 None code57 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. Cum 497.7 497.7 18.8 False None None False None False 9356.76 0 4009871 155222 None code58 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. Each 4447.8 4447.8 9.0 False None None False None False 40030.2 0 4009872 155222 None code59 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. Each 2060.1 2060.1 9.0 False None None False None False 18540.9 0 4009873 155222 None code60 Construction of CC ROad from Huligemma Temple to Bangara nala :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 Cum0 (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. Cum 7091.7 7091.7 17.12 False None None False None False 121409.904 0 4009874 155222 None code61 Construction of UGD from Huligemma Temple to Bangara nala: Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Lime /Cement Concrete By Manual Means Cement Concrete Grade M-15 & M-20 Cum 979.65 979.65 3.61 False None None False None False 3536.5365 0 4009875 155222 None code62 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m Cum 572.25 572.25 14.4 False None None False None False 8240.4 0 4009876 155222 None code63 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. PVC pipes of 6 Kg/cm2 for 200mm m 740.25 740.25 53.5 False None None False None False 39603.375 0 4009877 155222 None code64 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. PVC pipes of 6 Kg/cm2 for 90mm m 150.15 150.15 24.08 False None None False None False 3615.612 0 4009878 155222 None code65 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. Cum 497.7 497.7 10.8 False None None False None False 5375.16 0 4009879 155222 None code66 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. Each 4447.8 4447.8 5.0 False None None False None False 22239.0 0 4009880 155222 None code67 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. Each 2060.1 2060.1 5.0 False None None False None False 10300.5 0 4009881 155222 None code68 Devasamudra Village : Construction of CD at SC Colony near Kenchamma Temple : Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth Cum 313.95 313.95 9.92 False None None False None False 3114.384 0 4009882 155222 None code69 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 Cum 6288.45 6288.45 1.42 False None None False None False 8929.599 0 4009883 155222 None code70 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 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 1.42 False None None False None False 9269.547 0 4009884 155222 None code71 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. Sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8962.85 8962.85 3.15 False None None False None False 28232.9775 0 4009885 155222 None code72 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. Sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 10442.25 10442.25 6.37 False None None False None False 66517.1325 0 4009886 155222 None code73 Steel Fabrication: Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings Tonne 93929.85 93929.85 0.656 False None None False None False 61617.9816 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1726382884000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1726382884000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1726382884000 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 1726382884000 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 1726382884000 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
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Constitutional or Legal Status of the Tenderer Past Experience None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Certificate issued by the competent authority not below the rank of Executive Engineer for having executed in any one year,for a continuous period of 12 months the following minimum quantities of work To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2018-19,2019-20. 2020-21, 2021-22 & 2022-23 executed in any one year, the following minimum quantities of workEarth Work 308.70 Cum Embankment/subgrade/Earthen Shoulders 307.62 cum RCC/PCC 504.35 CUM STEEL 4.85 MT Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Information in the prescribed format and certificate from the competent authority. None None None None Work done certificate for satisfactorily completed as prime contractor, for at least any construction work value not less than Rs 15.82 Lakhs from competent authorities not below the rank of Executive Engineer or equivalent list of such works in FORMAT-2 Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e.,2018-19,2019-20. 2020-21, 2021-22 & 2022-23 achieved in at least one financial year a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 63.27 Lakhs (usually not less than the estimated annual payments under this contract). Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid Assets and or availability of credit facilities of no less than Rs. 19.00 Lakhs Credit Lines/letter of credit/ certificates from the banks for meeting the fund requirement etc Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Tenderers who meet the above specified minimum qualifying criteria will only be qualified 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 AXNX 5-B whereA is Maximum value of civil engineering works executed in any one year during the last five yearsupdated to price level taking into account the completed as well as works in progressN is Number of years prescribed for completion of the works for which Tenders are invitedB is Value at price level of existing commitments and on-going works to be completed during the next years period of completion of the works for which Tenders are invited Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None A site engineer having B.E Civil with minimum experience of 5 years in construction or Diploma in Civil Engineering with minimum experience of 8 years in construction. Others TECHNICAL STATUS createdTs version createdDate modifiedDate documentName None None None None Others -- Information in the prescribed format supported by Degree/Diploma certificates & experience certificate None None None None Information on Existing commitments and on going works which are yet to be completed Others COMMITTED WORKS createdTs version createdDate modifiedDate documentName None None None None Others -- Information on Existing commitments and on going works which are yet to be completed None None None None Existing commitments and ongoing works which are yet to be completed Others NEW WORKS createdTs version createdDate modifiedDate documentName None None None None Others -- Existing commitments and ongoing works which are yet to be completed None None None None The works for which tender acceptance letters are received are to be furnished Others TENDERED WORKS createdTs version createdDate modifiedDate documentName None None None None Others -- The works for which tender acceptance letters are received are to be furnished None None None None The information of the works for which tenderer has already submitted tender are to be furnished. Others TENDERED WORKS createdTs version createdDate modifiedDate documentName None None None None Others -- The information of the works for which tenderer has already submitted tender are to be furnished. None None None None The information on litigation in which the Tenderer is involved are to be furnished. Others LITIGATION createdTs version createdDate modifiedDate documentName None None None None Others -- The information on litigation in which the Tenderer is involved are to be furnished. None None None None Name, address, and telephone, telex, and fax numbers of the tenderers bankers who may provide references if contacted by the employer. Others ADDRESS createdTs version createdDate modifiedDate documentName None None None None Others -- Name, address, and telephone, telex, and fax numbers of the tenderers bankers who may provide references if contacted by the employer. None None None None Caste certificate and the domicile certificate in the prescribed format (Format-D) for tenderers claiming reservation for work reserved for SC Others CASTE AND DOMINICLE CERTIFICATE createdTs version createdDate modifiedDate documentName None None None None Others -- Caste certificate and the domicile certificate in the prescribed format (Format-D) for tenderers claiming reservation for work reserved for SC
tenderCriterionDocumentList	documentName optional documentTypeText Valid PWD Registration certificate True Technical Bid To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e.,2018-19,2019-20. 2020-21, 2021-22 & 2022-23 achieved in at least one financial year a minimum financial turnover in all classes of civil engineering construction works only of Rs. 63.27 Lakhs usually not less than the estimated annual payments under this contract True Technical Bid To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2018-19,2019-20. 2020-21, 2021-22 & 2022-23 executed in any one year, the following minimum quantities of workEarth Work 308.70 Cum Embankment/subgrade/Earthen Shoulders 307.62 cum RCC/PCC 504.35 CUM STEEL 4.85 MT True Technical Bid Work done certificate for satisfactorily completed as prime contractor, for at least any construction work value not less than Rs 15.82 Lakhs from competent authorities not below the rank of Executive Engineer or equivalent list of such works in FORMAT-2 True Technical Bid Liquid Assets and or availability of credit facilities of no less than Rs. 19.00 Lakhs Credit Lines/letter of credit/ certificates from the banks for meeting the fund requirement etc True Technical Bid A site engineer having B.E Civil with minimum experience of 5 years in construction or Diploma in Civil Engineering with minimum experience of 8 years in construction. True Technical Bid Tenderers who meet the above specified minimum qualifying criteria will only be qualified 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 AXNX 5-B True Technical Bid Information on Existing commitments and on going works which are yet to be completed True Technical Bid Existing commitments and ongoing works which are yet to be completed True Technical Bid The works for which tender acceptance letters are received are to be furnished True Technical Bid The information of the works for which tenderer has already submitted tender are to be furnished. True Technical Bid The information on litigation in which the Tenderer is involved are to be furnished. True Technical Bid Name, address, and telephone, telex, and fax numbers of the tenderers bankers who may provide references if contacted by the employer. True Technical Bid Caste certificate and the domicile certificate in the prescribed format Format-D for tenderers claiming reservation for work reserved for SC True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None