tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1726226479000 | 0 | None | None | Other Works | Drainage work from Thambrahalli Ramappa house to Maliyammanavara Shivamurthi house plot in Narayanadevarakere village | 151890.2 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4002269 | 154868 | None | PRE01 | 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. (PWD SR-2023-24 Vol-1 P.No.-6, I.No.- 1.5.1) | Cum | 313.95 | 313.95 | 39.1688 | False | None | None | False | None | False | 12297.04476 | 0 | 4002270 | 154868 | None | PRE02 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, V-1, Item No.2.1.2, Page No.15) | Cum | 5947.2 | 5947.2 | 4.4985 | False | None | None | False | None | False | 26753.4792 | 0 | 4002271 | 154868 | None | PRE03 | 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. 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) | Cum | 6639.15 | 6639.15 | 8.1765 | False | None | None | False | None | False | 54285.009975 | 0 | 4002272 | 154868 | None | PRE04 | Additionalities 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) | Cum | 2323.7 | 2323.7 | 4.527 | False | None | None | False | None | False | 10519.3899 | 0 | 4002273 | 154868 | None | PRE05 | Cudddapah slab 2.5cms thick. (PWD SR 2023-24, V-2, Item No.261, Page No.A-19) | Sqm | 485.1 | 485.1 | 3.6 | False | None | None | False | None | False | 1746.36 | 0 | 4002274 | 154868 | None | PRE06 | 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. Canal & Allied Works. (PWD SR 2023-24, V-1, I No: 2.11 (f), P No : 18) | Tonne | 94510.5 | 94510.5 | 0.4243 | False | None | None | False | None | False | 40100.80515 | 0 | 4002275 | 154868 | None | PRE07 | Refilling 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) | Cum | 168.0 | 168.0 | 36.834 | False | None | None | False | None | False | 6188.112 | 0 |
| 1726226479000 | 0 | None | None | Other Works | Drainage work from Maliyammanavara Hanumanthamma house to Bantara Somavva house in Narayanadevarakere village | 67502.07 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4002276 | 154869 | None | PRE01 | 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. (PWD SR-2023-24 Vol-1 P.No.-6, I.No.- 1.5.1) | Cum | 313.95 | 313.95 | 16.6565 | False | None | None | False | None | False | 5229.308175 | 0 | 4002277 | 154869 | None | PRE02 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, V-1, Item No.2.1.2, Page No.15) | Cum | 5947.2 | 5947.2 | 1.9475 | False | None | None | False | None | False | 11582.172 | 0 | 4002278 | 154869 | None | PRE03 | 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. 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) | Cum | 6639.15 | 6639.15 | 3.5675 | False | None | None | False | None | False | 23685.167625 | 0 | 4002279 | 154869 | None | PRE04 | Additionalities 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) | Cum | 2323.7 | 2323.7 | 1.845 | False | None | None | False | None | False | 4287.2265 | 0 | 4002280 | 154869 | None | PRE05 | Cudddapah slab 2.5cms thick. (PWD SR 2023-24, V-2, Item No.261, Page No.A-19) | Sqm | 485.1 | 485.1 | 3.9 | False | None | None | False | None | False | 1891.89 | 0 | 4002281 | 154869 | None | PRE06 | 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. Canal & Allied Works. (PWD SR 2023-24, V-1, I No: 2.11 (f), P No : 18) | Tonne | 94510.5 | 94510.5 | 0.1936 | False | None | None | False | None | False | 18297.2328 | 0 | 4002282 | 154869 | None | PRE07 | Refilling 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) | Cum | 168.0 | 168.0 | 15.054 | False | None | None | False | None | False | 2529.072 | 0 |
| 1726226479000 | 0 | None | None | Other Works | Drainage work from Thambrahalli Somappa house to Maliyammanavara Nagamma house in Narayanadevarakere village | 126572.56 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4002283 | 154870 | None | PRE01 | 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. (PWD SR-2023-24 Vol-1 P.No.-6, I.No.- 1.5.1) | Cum | 313.95 | 313.95 | 32.7437 | False | None | None | False | None | False | 10279.884615 | 0 | 4002284 | 154870 | None | PRE02 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, V-1, Item No.2.1.2, Page No.15) | Cum | 5947.2 | 5947.2 | 3.8285 | False | None | None | False | None | False | 22768.8552 | 0 | 4002285 | 154870 | None | PRE03 | 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. 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) | Cum | 6639.15 | 6639.15 | 6.6365 | False | None | None | False | None | False | 44060.718975 | 0 | 4002286 | 154870 | None | PRE04 | Additionalities 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) | Cum | 2323.7 | 2323.7 | 3.627 | False | None | None | False | None | False | 8428.0599 | 0 | 4002287 | 154870 | None | PRE05 | Cudddapah slab 2.5cms thick. (PWD SR 2023-24, V-2, Item No.261, Page No.A-19) | Sqm | 485.1 | 485.1 | 3.9 | False | None | None | False | None | False | 1891.89 | 0 | 4002288 | 154870 | None | PRE06 | 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. Canal & Allied Works. (PWD SR 2023-24, V-1, I No: 2.11 (f), P No : 18) | Tonne | 94510.5 | 94510.5 | 0.3594 | False | None | None | False | None | False | 33967.0737 | 0 | 4002289 | 154870 | None | PRE07 | Refilling 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) | Cum | 168.0 | 168.0 | 30.81 | False | None | None | False | None | False | 5176.08 | 0 |
| 1726226479000 | 0 | None | None | Other Works | Drainage work from Thambrahalli Nagappa house to Jalagara Barmappa house plot in Narayanadevarakere village | 168768.23 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4002290 | 154871 | None | PRE01 | 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. (PWD SR-2023-24 Vol-1 P.No.-6, I.No.- 1.5.1) | Cum | 313.95 | 313.95 | 42.3375 | False | None | None | False | None | False | 13291.858125 | 0 | 4002291 | 154871 | None | PRE02 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, V-1, Item No.2.1.2, Page No.15) | Cum | 5947.2 | 5947.2 | 4.869 | False | None | None | False | None | False | 28956.9168 | 0 | 4002292 | 154871 | None | PRE03 | 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. 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) | Cum | 6639.15 | 6639.15 | 9.171 | False | None | None | False | None | False | 60887.64465 | 0 | 4002293 | 154871 | None | PRE04 | Additionalities 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) | Cum | 2323.7 | 2323.7 | 4.878 | False | None | None | False | None | False | 11335.0086 | 0 | 4002294 | 154871 | None | PRE05 | Cudddapah slab 2.5cms thick. (PWD SR 2023-24, V-2, Item No.261, Page No.A-19) | Sqm | 485.1 | 485.1 | 7.5 | False | None | None | False | None | False | 3638.25 | 0 | 4002295 | 154871 | None | PRE06 | 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. Canal & Allied Works. (PWD SR 2023-24, V-1, I No: 2.11 (f), P No : 18) | Tonne | 94510.5 | 94510.5 | 0.4679 | False | None | None | False | None | False | 44221.46295 | 0 | 4002296 | 154871 | None | PRE07 | Refilling 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) | Cum | 168.0 | 168.0 | 38.316 | False | None | None | False | None | False | 6437.088 | 0 |
| 1726226479000 | 0 | None | None | Other Works | Drainage work from Bantara Jambakka house to Jalagara Barmappa house plot in Narayanadevarakere village | 168774.65 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4002297 | 154872 | None | PRE01 | 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. (PWD SR-2023-24 Vol-1 P.No.-6, I.No.- 1.5.1) | Cum | 313.95 | 313.95 | 38.5187 | False | None | None | False | None | False | 12092.945865 | 0 | 4002298 | 154872 | None | PRE02 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, V-1, Item No.2.1.2, Page No.15) | Cum | 5947.2 | 5947.2 | 4.4225 | False | None | None | False | None | False | 26301.492 | 0 | 4002299 | 154872 | None | PRE03 | 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. 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) | Cum | 6639.15 | 6639.15 | 9.2225 | False | None | None | False | None | False | 61229.560875 | 0 | 4002300 | 154872 | None | PRE04 | Additionalities 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) | Cum | 2323.7 | 2323.7 | 4.455 | False | None | None | False | None | False | 10352.0835 | 0 | 4002301 | 154872 | None | PRE05 | Cudddapah slab 2.5cms thick. (PWD SR 2023-24, V-2, Item No.261, Page No.A-19) | Sqm | 485.1 | 485.1 | 15.3 | False | None | None | False | None | False | 7422.03 | 0 | 4002302 | 154872 | None | PRE06 | 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. Canal & Allied Works. (PWD SR 2023-24, V-1, I No: 2.11 (f), P No : 18) | Tonne | 94510.5 | 94510.5 | 0.4834 | False | None | None | False | None | False | 45686.3757 | 0 | 4002303 | 154872 | None | PRE07 | Refilling 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) | Cum | 168.0 | 168.0 | 33.87 | False | None | None | False | None | False | 5690.16 | 0 |
| 1726226479000 | 0 | None | None | Other Works | Drainage work from Hoggi Srinivas house to Bapuri Galeppa house plot in Narayanadevarakere village | 421933.27 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4002304 | 154873 | None | PRE01 | 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. (PWD SR-2023-24 Vol-1 P.No.-6, I.No.- 1.5.1) | Cum | 313.95 | 313.95 | 108.3937 | False | None | None | False | None | False | 34030.202115 | 0 | 4002305 | 154873 | None | PRE02 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, V-1, Item No.2.1.2, Page No.15) | Cum | 5947.2 | 5947.2 | 12.5925 | False | None | None | False | None | False | 74890.116 | 0 | 4002306 | 154873 | None | PRE03 | 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. 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) | Cum | 6639.15 | 6639.15 | 22.3575 | False | None | None | False | None | False | 148434.796125 | 0 | 4002307 | 154873 | None | PRE04 | Additionalities 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) | Cum | 2323.7 | 2323.7 | 12.195 | False | None | None | False | None | False | 28337.5215 | 0 | 4002308 | 154873 | None | PRE05 | Cudddapah slab 2.5cms thick. (PWD SR 2023-24, V-2, Item No.261, Page No.A-19) | Sqm | 485.1 | 485.1 | 13.35 | False | None | None | False | None | False | 6476.085 | 0 | 4002309 | 154873 | None | PRE06 | 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. Canal & Allied Works. (PWD SR 2023-24, V-1, I No: 2.11 (f), P No : 18) | Tonne | 94510.5 | 94510.5 | 1.1926 | False | None | None | False | None | False | 112713.2223 | 0 | 4002310 | 154873 | None | PRE07 | Refilling 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) | Cum | 168.0 | 168.0 | 101.496 | False | None | None | False | None | False | 17051.328 | 0 |
| 1726226479000 | 0 | None | None | Other Works | Construction of Drinking Water pipe line from Thambrahalli Yamunappa house to Hulli maruthi land in narayanadevarakere village | 253129.41 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4002311 | 154874 | None | PRE01 | Cutting 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) | Cum | 1214.85 | 1214.85 | 1.8 | False | None | None | False | None | False | 2186.73 | 0 | 4002312 | 154874 | None | PRE02 | Earth 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) | Cum | 275.1 | 275.1 | 223.38 | False | None | None | False | None | False | 61451.838 | 0 | 4002313 | 154874 | None | PRE03 | Providing, 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) | Rmtr | 299.25 | 299.25 | 417.0 | False | None | None | False | None | False | 124787.25 | 0 | 4002314 | 154874 | None | PRE04 | Providing 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) | Each | 10912.65 | 10912.65 | 2.0 | False | None | None | False | None | False | 21825.3 | 0 | 4002315 | 154874 | None | PRE05 | Providing 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) | Each | 187.95 | 187.95 | 30.0 | False | None | None | False | None | False | 5638.5 | 0 | 4002316 | 154874 | None | PRE06 | Providing 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) | Each | 375.9 | 375.9 | 2.0 | False | None | None | False | None | False | 751.8 | 0 | 4002317 | 154874 | None | PRE07 | Refilling 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) | Cum | 168.0 | 168.0 | 217.1904 | False | None | None | False | None | False | 36487.9872 | 0 |
| 1726226479000 | 0 | None | None | Other Works | Construction of Drinking Water pipe line from Hulli maruthi land to Baburi Rammanjhini pump set in narayanadevarakere village | 253141.05 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4002318 | 154875 | None | PRE01 | Earth 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) | Cum | 275.1 | 275.1 | 244.89 | False | None | None | False | None | False | 67369.239 | 0 | 4002319 | 154875 | None | PRE02 | Providing, 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) | Rmtr | 299.25 | 299.25 | 453.5 | False | None | None | False | None | False | 135709.875 | 0 | 4002320 | 154875 | None | PRE03 | Refilling 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) | Cum | 168.0 | 168.0 | 241.7377 | False | None | None | False | None | False | 40611.9336 | 0 | 4002321 | 154875 | None | PRE04 | Providing 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) | Nos | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
| 1726226479000 | 0 | None | None | Other Works | Installation of Solar Lights to Street Electric Poles from Thambrahalli Rangappa house to Bapuri Hanumanthappa house in narayanadevarakere village | 100200.0 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4002322 | 154876 | None | PRE01 | Supplying 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. | Each | 33400.0 | 33400.0 | 3.0 | False | None | None | False | None | False | 100200.0 | 0 |
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