| 1725024645000 | 0 | None | None | Other Works | Construction of drainage works in Ward No.17 from Mrs.Venkatava Chandrashekhar Balaganur house to Mahmadali Yaragatti house. CC paving from Naeema Mujawar house to Mymunnisa house on Old Station Road.Construction of Sewer Basement Section from Mariamma Gangappa House to Jackie Cutino House. Construction of CD for Nala opposite Sri Devaraja Darla House of Ward No. 6 | 599167.49 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3890334 | 149530 | None | Vol-2 Item Code :19.2.1 P. No: 5 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. | Cum | 1712.89 | 1712.89 | 2.5 | False | None | None | False | None | False | 4282.225 | 0 | | 3890335 | 149530 | None | Vol- Item Code :19.9.2 P. No: 5 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer in-charge.In cement mortar | Cum | 1734.52 | 1734.52 | 4.0 | False | None | None | False | None | False | 6938.08 | 0 | | 3890336 | 149530 | None | Vol-1 Item Code :1.4.1 P. No: 5 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 249.26 | 249.26 | 59.18 | False | None | None | False | None | False | 14751.2068 | 0 | | 3890337 | 149530 | None | Vol-1 Item Code: 2.1.3 P. No:15 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6168.67 | 6168.67 | 8.82 | False | None | None | False | None | False | 54407.6694 | 0 | | 3890338 | 149530 | None | Vol-1 Item Code: 2.4.2 P No: 16 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6512.69 | 6512.69 | 13.68 | False | None | None | False | None | False | 89093.5992 | 0 | | 3890339 | 149530 | None | Vol-1 Item Code: 2.4.2 P No: 16 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8792.13 | 8792.13 | 20.52 | False | None | None | False | None | False | 180414.5076 | 0 | | 3890340 | 149530 | None | Vol-1 Item Code: 2.4.2 P No: 16 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9769.04 | 9769.04 | 5.0 | False | None | None | False | None | False | 48845.2 | 0 | | 3890341 | 149530 | None | Vol-1 Item Code :2.11A, P.NO-90 | 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 - For Foundations of Bridges | t | 88792.18 | 88792.18 | 2.18 | False | None | None | False | None | False | 193566.9524 | 0 | | 3890342 | 149530 | None | Vol-3 Item Code: 3.1 P.No: 17 | Removal of Unserviceable Soil with Disposal upto a suitable
distance as directed by the Engineer incharge of work | Cum | 87.55 | 87.55 | 38.47 | False | None | None | False | None | False | 3368.0485 | 0 | | 3890343 | 149530 | None | Lumpsum rate | Display Board | No | 3500.0 | 3500.0 | 1.0 | False | None | None | False | None | False | 3500.0 | 0 |
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