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titlePradhana Mantri Adi Adharsh Graam Yojana (PMAAGY) Works at Narayanadevarakere Village of Hagaribommanahalli Taluk, Vijayanagara Dist(PMAAY 2021-22)(Rs. 20.38 lakhs)
descriptionPradhana Mantri Adi Adharsh Graam Yojana (PMAAGY) Works at Narayanadevarakere Village of Hagaribommanahalli Taluk, Vijayanagara Dist(PMAAY 2021-22)(Rs. 20.38 lakhs)
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statusPUBLISHED
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tenderSubEstimateList
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17262264790000NoneNoneOther WorksDrainage work from Thambrahalli Ramappa house to Maliyammanavara Shivamurthi house plot in Narayanadevarakere village151890.2
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4002269154868NonePRE01Earth 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. (PWD SR-2023-24 Vol-1 P.No.-6, I.No.- 1.5.1)Cum313.95313.9539.1688FalseNoneNoneFalseNoneFalse12297.044760
4002270154868NonePRE02Providing 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, V-1, Item No.2.1.2, Page No.15)Cum5947.25947.24.4985FalseNoneNoneFalseNoneFalse26753.47920
4002271154868NonePRE03Providing 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, V-1, I No: 2.4.2, P No : 16)Cum6639.156639.158.1765FalseNoneNoneFalseNoneFalse54285.0099750
4002272154868NonePRE04Additionalities for Formwork, Centering & Scaffolding Cement Concrete Drain Walls 35% Percentage on finished rate of concrete per m3. (PWD SR 2023-24, V-1, I No: 4, P No : 111)Cum2323.72323.74.527FalseNoneNoneFalseNoneFalse10519.38990
4002273154868NonePRE05Cudddapah slab 2.5cms thick. (PWD SR 2023-24, V-2, Item No.261, Page No.A-19)Sqm485.1485.13.6FalseNoneNoneFalseNoneFalse1746.360
4002274154868NonePRE06Supplying, 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. Canal & Allied Works. (PWD SR 2023-24, V-1, I No: 2.11 (f), P No : 18)Tonne94510.594510.50.4243FalseNoneNoneFalseNoneFalse40100.805150
4002275154868NonePRE07Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications. (PWD SR 2023-24, V-1, I No: 1.10, P No : 7)Cum168.0168.036.834FalseNoneNoneFalseNoneFalse6188.1120
17262264790000NoneNoneOther WorksDrainage work from Maliyammanavara Hanumanthamma house to Bantara Somavva house in Narayanadevarakere village67502.07
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4002276154869NonePRE01Earth 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. (PWD SR-2023-24 Vol-1 P.No.-6, I.No.- 1.5.1)Cum313.95313.9516.6565FalseNoneNoneFalseNoneFalse5229.3081750
4002277154869NonePRE02Providing 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, V-1, Item No.2.1.2, Page No.15)Cum5947.25947.21.9475FalseNoneNoneFalseNoneFalse11582.1720
4002278154869NonePRE03Providing 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, V-1, I No: 2.4.2, P No : 16)Cum6639.156639.153.5675FalseNoneNoneFalseNoneFalse23685.1676250
4002279154869NonePRE04Additionalities for Formwork, Centering & Scaffolding Cement Concrete Drain Walls 35% Percentage on finished rate of concrete per m3. (PWD SR 2023-24, V-1, I No: 4, P No : 111)Cum2323.72323.71.845FalseNoneNoneFalseNoneFalse4287.22650
4002280154869NonePRE05Cudddapah slab 2.5cms thick. (PWD SR 2023-24, V-2, Item No.261, Page No.A-19)Sqm485.1485.13.9FalseNoneNoneFalseNoneFalse1891.890
4002281154869NonePRE06Supplying, 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. Canal & Allied Works. (PWD SR 2023-24, V-1, I No: 2.11 (f), P No : 18)Tonne94510.594510.50.1936FalseNoneNoneFalseNoneFalse18297.23280
4002282154869NonePRE07Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications. (PWD SR 2023-24, V-1, I No: 1.10, P No : 7)Cum168.0168.015.054FalseNoneNoneFalseNoneFalse2529.0720
17262264790000NoneNoneOther WorksDrainage work from Thambrahalli Somappa house to Maliyammanavara Nagamma house in Narayanadevarakere village126572.56
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4002283154870NonePRE01Earth 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. (PWD SR-2023-24 Vol-1 P.No.-6, I.No.- 1.5.1)Cum313.95313.9532.7437FalseNoneNoneFalseNoneFalse10279.8846150
4002284154870NonePRE02Providing 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, V-1, Item No.2.1.2, Page No.15)Cum5947.25947.23.8285FalseNoneNoneFalseNoneFalse22768.85520
4002285154870NonePRE03Providing 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, V-1, I No: 2.4.2, P No : 16)Cum6639.156639.156.6365FalseNoneNoneFalseNoneFalse44060.7189750
4002286154870NonePRE04Additionalities for Formwork, Centering & Scaffolding Cement Concrete Drain Walls 35% Percentage on finished rate of concrete per m3. (PWD SR 2023-24, V-1, I No: 4, P No : 111)Cum2323.72323.73.627FalseNoneNoneFalseNoneFalse8428.05990
4002287154870NonePRE05Cudddapah slab 2.5cms thick. (PWD SR 2023-24, V-2, Item No.261, Page No.A-19)Sqm485.1485.13.9FalseNoneNoneFalseNoneFalse1891.890
4002288154870NonePRE06Supplying, 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. Canal & Allied Works. (PWD SR 2023-24, V-1, I No: 2.11 (f), P No : 18)Tonne94510.594510.50.3594FalseNoneNoneFalseNoneFalse33967.07370
4002289154870NonePRE07Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications. (PWD SR 2023-24, V-1, I No: 1.10, P No : 7)Cum168.0168.030.81FalseNoneNoneFalseNoneFalse5176.080
17262264790000NoneNoneOther WorksDrainage work from Thambrahalli Nagappa house to Jalagara Barmappa house plot in Narayanadevarakere village168768.23
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4002290154871NonePRE01Earth 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. (PWD SR-2023-24 Vol-1 P.No.-6, I.No.- 1.5.1)Cum313.95313.9542.3375FalseNoneNoneFalseNoneFalse13291.8581250
4002291154871NonePRE02Providing 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, V-1, Item No.2.1.2, Page No.15)Cum5947.25947.24.869FalseNoneNoneFalseNoneFalse28956.91680
4002292154871NonePRE03Providing 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, V-1, I No: 2.4.2, P No : 16)Cum6639.156639.159.171FalseNoneNoneFalseNoneFalse60887.644650
4002293154871NonePRE04Additionalities for Formwork, Centering & Scaffolding Cement Concrete Drain Walls 35% Percentage on finished rate of concrete per m3. (PWD SR 2023-24, V-1, I No: 4, P No : 111)Cum2323.72323.74.878FalseNoneNoneFalseNoneFalse11335.00860
4002294154871NonePRE05Cudddapah slab 2.5cms thick. (PWD SR 2023-24, V-2, Item No.261, Page No.A-19)Sqm485.1485.17.5FalseNoneNoneFalseNoneFalse3638.250
4002295154871NonePRE06Supplying, 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. Canal & Allied Works. (PWD SR 2023-24, V-1, I No: 2.11 (f), P No : 18)Tonne94510.594510.50.4679FalseNoneNoneFalseNoneFalse44221.462950
4002296154871NonePRE07Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications. (PWD SR 2023-24, V-1, I No: 1.10, P No : 7)Cum168.0168.038.316FalseNoneNoneFalseNoneFalse6437.0880
17262264790000NoneNoneOther WorksDrainage work from Bantara Jambakka house to Jalagara Barmappa house plot in Narayanadevarakere village168774.65
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4002297154872NonePRE01Earth 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. (PWD SR-2023-24 Vol-1 P.No.-6, I.No.- 1.5.1)Cum313.95313.9538.5187FalseNoneNoneFalseNoneFalse12092.9458650
4002298154872NonePRE02Providing 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, V-1, Item No.2.1.2, Page No.15)Cum5947.25947.24.4225FalseNoneNoneFalseNoneFalse26301.4920
4002299154872NonePRE03Providing 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, V-1, I No: 2.4.2, P No : 16)Cum6639.156639.159.2225FalseNoneNoneFalseNoneFalse61229.5608750
4002300154872NonePRE04Additionalities for Formwork, Centering & Scaffolding Cement Concrete Drain Walls 35% Percentage on finished rate of concrete per m3. (PWD SR 2023-24, V-1, I No: 4, P No : 111)Cum2323.72323.74.455FalseNoneNoneFalseNoneFalse10352.08350
4002301154872NonePRE05Cudddapah slab 2.5cms thick. (PWD SR 2023-24, V-2, Item No.261, Page No.A-19)Sqm485.1485.115.3FalseNoneNoneFalseNoneFalse7422.030
4002302154872NonePRE06Supplying, 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. Canal & Allied Works. (PWD SR 2023-24, V-1, I No: 2.11 (f), P No : 18)Tonne94510.594510.50.4834FalseNoneNoneFalseNoneFalse45686.37570
4002303154872NonePRE07Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications. (PWD SR 2023-24, V-1, I No: 1.10, P No : 7)Cum168.0168.033.87FalseNoneNoneFalseNoneFalse5690.160
17262264790000NoneNoneOther WorksDrainage work from Hoggi Srinivas house to Bapuri Galeppa house plot in Narayanadevarakere village421933.27
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4002304154873NonePRE01Earth 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. (PWD SR-2023-24 Vol-1 P.No.-6, I.No.- 1.5.1)Cum313.95313.95108.3937FalseNoneNoneFalseNoneFalse34030.2021150
4002305154873NonePRE02Providing 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, V-1, Item No.2.1.2, Page No.15)Cum5947.25947.212.5925FalseNoneNoneFalseNoneFalse74890.1160
4002306154873NonePRE03Providing 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, V-1, I No: 2.4.2, P No : 16)Cum6639.156639.1522.3575FalseNoneNoneFalseNoneFalse148434.7961250
4002307154873NonePRE04Additionalities for Formwork, Centering & Scaffolding Cement Concrete Drain Walls 35% Percentage on finished rate of concrete per m3. (PWD SR 2023-24, V-1, I No: 4, P No : 111)Cum2323.72323.712.195FalseNoneNoneFalseNoneFalse28337.52150
4002308154873NonePRE05Cudddapah slab 2.5cms thick. (PWD SR 2023-24, V-2, Item No.261, Page No.A-19)Sqm485.1485.113.35FalseNoneNoneFalseNoneFalse6476.0850
4002309154873NonePRE06Supplying, 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. Canal & Allied Works. (PWD SR 2023-24, V-1, I No: 2.11 (f), P No : 18)Tonne94510.594510.51.1926FalseNoneNoneFalseNoneFalse112713.22230
4002310154873NonePRE07Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications. (PWD SR 2023-24, V-1, I No: 1.10, P No : 7)Cum168.0168.0101.496FalseNoneNoneFalseNoneFalse17051.3280
17262264790000NoneNoneOther WorksConstruction of Drinking Water pipe line from Thambrahalli Yamunappa house to Hulli maruthi land in narayanadevarakere village253129.41
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4002311154874NonePRE01Cutting Asphalt /Concrete road surface using machine cutter for leakage pit with earth work excavation in all classifications of soil including all lead and lifts bailing out water with pumps including barricading, danger lighting etc., as per requirement and disposing of the excavated stuff as directed. After attending the leak, refilling the trench for 30 cm depth quarry dust above and around pipelines and balance with available earth in layers not exceeding 20 cms in depth, compacting Each deposited layer by ramming including watering and consolidation by mechanical means approved by Engineer Incharge. (Work to be carried out as per leak repair manual and the rate includes hire charges of dewatering Pump, tractor, Jeep with all kinds of Labour in a Complete manner). (KWS&UW SR 2023-24, Volume-5, Item No.3.3, P No-48)Cum1214.851214.851.8FalseNoneNoneFalseNoneFalse2186.730
4002312154874NonePRE02Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m. (PWD SR 2023-24, Volume-1, Item No.1.17.1, P No-10)Cum275.1275.1223.38FalseNoneNoneFalseNoneFalse61451.8380
4002313154874NonePRE03Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For : HDPE Grade HDPE Grade PE100-PN10.0, 75mm dia. (KWS&UW SR 2023-24, Volume-5, Item No.9.12.2, P No-103)Rmtr299.25299.25417.0FalseNoneNoneFalseNoneFalse124787.250
4002314154874NonePRE04Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete For sluice Valve of PN -10.0 and 80mm (KWS&UW SR 2023-24, Volume-5, Item No.2.23.2, P No-22)Each10912.6510912.652.0FalseNoneNoneFalseNoneFalse21825.30
4002315154874NonePRE05Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. 75 MM ELECTRO FUSION COUPLER.(KWS&UW SR 2023-24, Volume-5, Item No.9.17.28, P No-108)Each187.95187.9530.0FalseNoneNoneFalseNoneFalse5638.50
4002316154874NonePRE06Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. 75 MM ELECTRO FUSION TEE.(KWS&UW SR 2023-24, Volume-5, Item No.9.17.31, P No-108)Each375.9375.92.0FalseNoneNoneFalseNoneFalse751.80
4002317154874NonePRE07Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications. (PWD SR 2023-24, V-1, I No: 1.10, P No : 7)Cum168.0168.0217.1904FalseNoneNoneFalseNoneFalse36487.98720
17262264790000NoneNoneOther WorksConstruction of Drinking Water pipe line from Hulli maruthi land to Baburi Rammanjhini pump set in narayanadevarakere village253141.05
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4002318154875NonePRE01Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m. (PWD SR 2023-24, Volume-1, Item No.1.17.1, P No-10)Cum275.1275.1244.89FalseNoneNoneFalseNoneFalse67369.2390
4002319154875NonePRE02Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For : HDPE Grade HDPE Grade PE100-PN10.0, 75mm dia. (KWS&UW SR 2023-24, Volume-5, Item No.9.12.2, P No-103)Rmtr299.25299.25453.5FalseNoneNoneFalseNoneFalse135709.8750
4002320154875NonePRE03Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications. (PWD SR 2023-24, V-1, I No: 1.10, P No : 7)Cum168.0168.0241.7377FalseNoneNoneFalseNoneFalse40611.93360
4002321154875NonePRE04Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 .(PWD SR 2023-24, V-3, I No: 8.54, P-78)Nos9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
17262264790000NoneNoneOther WorksInstallation of Solar Lights to Street Electric Poles from Thambrahalli Rangappa house to Bapuri Hanumanthappa house in narayanadevarakere village100200.0
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4002322154876NonePRE01Supplying and fixing Solar Street Lighting Systems 12V/15W of operational 12 hours with minimum of 2 days authonomy the capacity of 18V/30WP SPV Mono crystalline silicon type. 12.8V/15Ah Battery capacity and 12V/5 Amps with Battery management systems. Back-up 12 hours per days GI Pole of 6 m height and 74mm outer dia and 60ft semi-circular area coverage of each system guarantee for solar module is ten years and guarantee for the Battery is 2 years,guarantee for the complete system should be minimum of 1 year including cost of installation with all lead, lift, machinery, labour, transportation and commissioning as per engineer-in-charges etc.Each33400.033400.03.0FalseNoneNoneFalseNoneFalse100200.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17262264820000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17262264820000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17262264820000NoneNoneELIGIBILITYBidders 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
17262264820000NoneNoneELIGIBILITYIt 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
17262264820000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17262264820000NoneNoneELIGIBILITYDepartment Registration DetailsNone
17262264820000NoneNoneELIGIBILITYTotal value of civl engineering works executed and payments received in the last five years (year-wise)None
17262264820000NoneNoneELIGIBILITYList of existing commitments and ongoing workNone
17262264820000NoneNoneELIGIBILITYList of works for which tenders already submittedNone
17262264820001NoneNoneELIGIBILITYThe tenderer should quote his rates With all leads and lifts loading and un loading, including cost of Labour, hire charges of Machinery and other incidental charges etc complete as per the directions of the engineer incharge of the work specifications.None
17262269870000NoneNoneELIGIBILITYTotal value of civil engineering works executed and payments received in the last five years (2019-20, 2020-21,2021-22,2022-23 and 2023-24) should not be less than Estimated cost of the work. Turnover certificate must be submitted with UDIN No on it, Failing will be considered as invalid.None
17262269940000NoneNoneELIGIBILITYBidder can access tender documents from the website, fill them and submit the completed tender document into electronic tender on the website. https://eproc.karnataka.gov.in/ after submitting the EMD and tender processing fee in the form of e-payment. EMD will be refunded only after acceptance of successful bidder.None
17262270020000NoneNoneELIGIBILITYRoyalty on construction materials and other taxes will be deducted as per prevailing Govt orders.None
17262270090000NoneNoneELIGIBILITYSelf attested copies of the document of all details uploaded to the e-portal in original should be submitted to the executive engineer on the date & time specified above i.e., at the time of bid opening as per notification.None
17262270170000NoneNoneELIGIBILITYThe Employer reserves the right to reject any or all Tenders without assigning any reason.None
17262270220000NoneNoneELIGIBILITYIt is to be noted that any false documentation is found to be uploaded, the action may attract punitive measures such as blacklisting, cancellation of registration etc.None
17262270300001NoneNoneELIGIBILITYAll other conditions and requirements has to be fulfilled as per the standard bid document kw-2.None
17262270870000NoneNoneELIGIBILITYTenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation.None
17262270920000NoneNoneELIGIBILITYThe tenderer should maintain the road during the defective liability period - 1YEAR ( maintenance period starts from the date of completion of the work.)None
17262270990000NoneNoneELIGIBILITYAll original documents should be submitted in PDF format only.None
17262271050000NoneNoneELIGIBILITYThe Department is not responsible for any delay in accessing e-procurement portal.None
17262271100000NoneNoneELIGIBILITYThe Security Deposit will be released only after satisfactorily completion of defect liability periodNone
17262271160000NoneNoneELIGIBILITYTime given for completion of the work is 3 months(Including monsoon period)None
17262271230000NoneNoneELIGIBILITYContractor should Furnish a copy of the Annual report or Balance sheet, Profit and Loss statement and schedule in support of turnover. (for All 5 years). (Certifiedissued by CA with UDIN No.)None
17262271390000NoneNoneELIGIBILITYSimilar nature of work done certificate along with work indent number in PDF format should be uploadedNone
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Registration Certificate PWDTrueTechnical Bid
Annual Turnover Certificate with compulsory UDIN numberTrueTechnical Bid
Single similar nature of work done certificate issued by competent authority, not below the rank of Executive Engineer.TrueTechnical Bid
Principal place of business detailsTrueTechnical Bid
profit and loss statementsTrueTechnical Bid
Recent tax clearance certificateTrueTechnical Bid
Ongoing commitment details.TrueTechnical Bid
Other Kw-2 documentsTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone