| 1726825842000 | 0 | None | None | Other Works | CONSTRUCTIONS OF CC DRAINAGE FROM PETROL BUNK TO MEDICAL SHOP IN MITLAKATTE VILLAGE | 364452.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4038417 | 156712 | None | Item01 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth [Pg No. 8, Item No. 1.15.1 PWD SR 2023-24 Vol-1 ] | Cum | 381.15 | 381.15 | 73.44 | False | None | None | False | None | False | 27991.656 | 0 | | 4038418 | 156712 | None | Item02 | 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 (PWD SR 2023-24 /P.No.15 / I.No2.1.3) | Cum | 6288.45 | 6288.45 | 9.18 | False | None | None | False | None | False | 57727.971 | 0 | | 4038419 | 156712 | None | Item03 | 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. All other type of structures [Pg No. 18, Item No. 2.11 (h) PWD SR 2023-24 Vol-1 ] | Tonne | 82961.55 | 82961.55 | 0.5917 | False | None | None | False | None | False | 49088.349135 | 0 | | 4038420 | 156712 | None | Item04 | 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 [Pg No. 16, Item No. 2.4.2 PWD SR 2023-24 Vol-1 ] | Cum | 8962.85 | 8962.85 | 23.26 | False | None | None | False | None | False | 208475.891 | 0 | | 4038421 | 156712 | None | Item05 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m .[Pg No. 7, Item No. 1.9 PWD SR 2023-24 Vol-1 ] | Cum | 279.3 | 279.3 | 14.88 | False | None | None | False | None | False | 4155.984 | 0 | | 4038422 | 156712 | None | Item06 | 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. . [Pg No. 6, Item No. 3.7 PWD SR 2023-24 Vol-3 ] | Cum | 110.25 | 110.25 | 22.8 | False | None | None | False | None | False | 2513.7 | 0 | | 4038423 | 156712 | None | Item07 | 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. . (PWD SR 2023-24 /P.No. 07/ I.No1.8) | Cum | 497.7 | 497.7 | 28.5 | False | None | None | False | None | False | 14184.45 | 0 | | 4038424 | 156712 | None | item08 | Providing and Fixing name boards etc | Nos | 314.0 | 314.0 | 1.0 | False | None | None | False | None | False | 314.0 | 0 |
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