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noticeInvitingTenderDTO	createdTs 1723962569704 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 2110.00 emd 168500.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 28-08-2024 16:30:00 tenderQueryClose 28-08-2024 15:30:00 technicalBidOpen 29-08-2024 17:30:00 publishedDate 20-08-2024 10:08:26 publishedByPost RDPR_EE_DIV_BLR publishedByUser KPE19203 - H INDUDHAR bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson EE PRE DIVISION BALLARI splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08392266173 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1723962569753 version 4 createdDate None modifiedDate None tenderNumber RDPR/2024-25/RD/WORK_INDENT7797 title Construction of CC Road and Drain at ST Colonies of Hosa Nelludi , Shridaragadde, Byluru and Kaggal Villages In Kampli Constituency in Ballari Dist description Construction of CC Road and Drain at ST Colonies of Hosa Nelludi , Shridaragadde, Byluru and Kaggal Villages In Kampli Constituency in Ballari Dist category WORKS categoryText Works ecv 8409321.24 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 10000000.0 groupOverheadTotal None fileNumber EE/RDPR/5054/SCP/TSP/KAMPLI/01
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1723962570000 0 None None Roads Construction of CC Road and Drain at ST Colonies of Hosa Nelludi , Shridaragadde, Byluru and Kaggal Villages In Kampli Constituency in Ballari Dist 8409321.24 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3800744 144197 None code01 Hosa Nelludi: ST Colony Dayar Camp Nagaraja Home to Nayakara Pamayya 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 110.25 110.25 144.21 False None None False None False 15899.1525 0 3800745 144197 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 497.7 497.7 288.42 False None None False None False 143546.634 0 3800746 144197 None code03 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 Specification-Grade-III Cum 1498.35 1498.35 72.105 False None None False None False 108038.52675 0 3800747 144197 None code04 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 72.105 False None None False None False 182158.8615 0 3800748 144197 None code05 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 7091.7 144.21 False None None False None False 1022694.057 0 3800749 144197 None code06 Hosa Nelludi: Hanumesh home to Hanumanthamma 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 45.57 False None None False None False 5024.0925 0 3800750 144197 None code07 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 497.7 497.7 182.28 False None None False None False 90720.756 0 3800751 144197 None code08 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 22.78 False None None False None False 34132.413 0 3800752 144197 None code09 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 22.78 False None None False None False 57549.114 0 3800753 144197 None code10 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 45.57 False None None False None False 323168.769 0 3800754 144197 None code11 Hosa Nelludi: Hanumanthanna HOme to Ajjanna 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 38.13 False None None False None False 4203.8325 0 3800755 144197 None code12 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 497.7 497.7 152.55 False None None False None False 75924.135 0 3800756 144197 None code13 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 19.07 False None None False None False 28573.5345 0 3800757 144197 None code14 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 19.07 False None None False None False 48176.541 0 3800758 144197 None code15 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 38.13 False None None False None False 270406.521 0 3800759 144197 None code16 Shridaragadde: ST Colony Jayammana Home to Hanumappa 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 110.25 110.25 106.47 False None None False None False 11738.3175 0 3800760 144197 None code17 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 497.7 497.7 212.94 False None None False None False 105980.238 0 3800761 144197 None code18 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 53.23 False None None False None False 79757.1705 0 3800762 144197 None code19 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 53.23 False None None False None False 134474.949 0 3800763 144197 None code20 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 7091.7 106.47 False None None False None False 755053.299 0 3800764 144197 None code21 ShridaraGadde: Nageshappa home to DOddamalleshappa 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 110.25 110.25 117.75 False None None False None False 12981.9375 0 3800765 144197 None code22 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 497.7 497.7 235.5 False None None False None False 117208.35 0 3800766 144197 None code23 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 58.87 False None None False None False 88207.8645 0 3800767 144197 None code24 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 58.87 False None None False None False 148723.281 0 3800768 144197 None code25 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 7091.7 117.75 False None None False None False 835047.675 0 3800769 144197 None code26 Shridaragadde : Nageshappa home to DOddamalleshappa Home CC Drain: 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 18.81 False None None False None False 18427.2165 0 3800770 144197 None code27 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 9.98 False None None False None False 62758.731 0 3800771 144197 None code28 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6708.45 6708.45 18.81 False None None False None False 126185.9445 0 3800772 144197 None code29 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 309.75 309.75 23.94 False None None False None False 7415.415 0 3800773 144197 None code30 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 2786.3 2786.3 7.33 False None None False None False 20423.579 0 3800774 144197 None code31 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 0.26 False None None False None False 24421.761 0 3800775 144197 None code32 Shridaragadde: Laleppa home to 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 77.625 False None None False None False 8558.15625 0 3800776 144197 None code33 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 497.7 497.7 155.25 False None None False None False 77267.925 0 3800777 144197 None code34 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 38.81 False None None False None False 58150.9635 0 3800778 144197 None code35 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 38.81 False None None False None False 98045.703 0 3800779 144197 None code36 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 77.625 False None None False None False 550493.2125 0 3800780 144197 None code37 CD Work Shridaragadde village Laleppa home to 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 4.9 False None None False None False 1538.355 0 3800781 144197 None code38 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 0.61 False None None False None False 3835.9545 0 3800782 144197 None code39 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 0.61 False None None False None False 3981.9885 0 3800783 144197 None code40 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 1.24 False None None False None False 11113.934 0 3800784 144197 None code41 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 0.82 False None None False None False 8562.645 0 3800785 144197 None code42 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 0.16 False None None False None False 15028.776 0 3800786 144197 None code43 UGD: Shridaragadde Village Laleppa Home to Eranna Home 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 29.7 False None None False None False 16995.825 0 3800787 144197 None code44 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 740.25 740.25 110.0 False None None False None False 81427.5 0 3800788 144197 None code45 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 49.5 False None None False None False 7432.425 0 3800789 144197 None code46 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 22.3 False None None False None False 11098.71 0 3800790 144197 None code47 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 11.0 False None None False None False 48925.8 0 3800791 144197 None code48 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 11.0 False None None False None False 22661.1 0 3800792 144197 None code49 Byluru ST Colony Byluru Main Road to Balya Nagara Camp CC Road : 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 110.25 110.25 122.67 False None None False None False 13524.3675 0 3800793 144197 None code50 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 497.7 497.7 245.34 False None None False None False 122105.718 0 3800794 144197 None code51 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 61.33 False None None False None False 91893.8055 0 3800795 144197 None code52 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 61.33 False None None False None False 154937.979 0 3800796 144197 None code53 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 7091.7 122.67 False None None False None False 869938.839 0 3800797 144197 None code54 Byluru CD Work ST Colony Bylur Main Road to Balya Nagar Camp: 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 8.98 False None None False None False 2819.271 0 3800798 144197 None code55 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 1.12 False None None False None False 7043.064 0 3800799 144197 None code56 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 1.12 False None None False None False 7311.192 0 3800800 144197 None code57 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 2.28 False None None False None False 20435.298 0 3800801 144197 None code58 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 1.74 False None None False None False 18169.515 0 3800802 144197 None code59 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 0.308 False None None False None False 28930.3938 0 3800803 144197 None code60 Kaggal Village ST Colony 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 110.25 110.25 106.57 False None None False None False 11749.3425 0 3800804 144197 None code61 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 497.7 497.7 213.15 False None None False None False 106084.755 0 3800805 144197 None code62 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 53.29 False None None False None False 79847.0715 0 3800806 144197 None code63 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 53.29 False None None False None False 134626.527 0 3800807 144197 None code64 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 7091.7 106.57 False None None False None False 755762.469 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1723962571000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1723962571000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1723962571000 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 1723962571000 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 1723962571000 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 Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None None None None None None Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) None None None None None None Work done certificate for satisfactorily completed as prime contractor, at least one similar work comprising of ROAD costing Rs. 42.05 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 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 2019-20. 2020-21, 2021-22,2022-23 & 2023-24 executed in any one year, the following minimum quantities of work Embankment/subgrade/Earthen Shoulders 1366.18 cum RCC/PCC/CC Pavement 608.852 CUM GSB 302.80 Cum WBM/WMM 53.21 Cum 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 Copy of Registration for having registered in PWD Past Experience None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) 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 AXNX2.5-BwhereA 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 Liquid Assets and or availability of credit facilities of no less than Rs. 25.23 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 To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e.2019-20. 2020-21, 2021-22,2022-23 & 2023-24 a achieved in at least two financial years an average annual financial turnover in all classes of civil engineering construction works only usually not less than the estimated annual payments under this contract of Rs.84.10 Lakhs Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover 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 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 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 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 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 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 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.
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.2019-20. 2020-21, 2021-22,2022-23 & 2023-24 a achieved in at least two financial years an average annual financial turnover in all classes of civil engineering construction works only usually not less than the estimated annual payments under this contract of Rs.84.10 Lakhs True Technical Bid To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e 2019-20. 2020-21, 2021-22,2022-23 & 2023-24 executed in any one year, the following minimum quantities of work Embankment/subgrade/Earthen Shoulders 1366.18 cum RCC/PCC/CC Pavement 608.852 CUM GSB 302.80 Cum WBM/WMM 53.21 Cum True Technical Bid Work done certificate for satisfactorily completed as prime contractor, at least one similar work comprising of ROAD costing Rs. 42.05 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. 25.23 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 AXNX2.5-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
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None