1720241913000 | 0 | None | None | Irrigation and Other Works | Reconstruction of collapsed head wall at BD-1 offtake and repair to damaged CC lining & improvement to embackment portion from ch 2.00 to 2.30 km of BD-1 of Dy-14 of JBC | 1013964.9 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3462724 | 123488 | None | Code-1 | 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.(By Mechanical means :Cement concrete grade M-15&M20) etc. complete and as directed by the Engineer-in-charge. | Cum | 754.95 | 754.95 | 13.3 | False | None | None | False | None | False | 10040.835 | 0 | 3462725 | 123488 | None | Code-2 | 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 all kinds of soils Depth upto 3 m etc. complete and as directed by the Engineer-in-charge. | Cum | 107.1 | 107.1 | 48.0 | False | None | None | False | None | False | 5140.8 | 0 | 3462726 | 123488 | None | Code-3 | Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary oprations complete(In slussy condition) etc. complete and as directed by the Engineer-in-charge. | Cum | 373.8 | 373.8 | 112.2 | False | None | None | False | None | False | 41940.36 | 0 | 3462727 | 123488 | None | Code-4 | Providing and laying insitu vibrated M-15 grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour,cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature, finishing side slopes, curing with all other ancillary operations complete etc. complete and as directed by the Engineer-in-charge. | Cum | 8688.75 | 8688.75 | 38.55 | False | None | None | False | None | False | 334951.3125 | 0 | 3462728 | 123488 | None | Code-5 | Providing and laying insitu vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete etc. complete and as directed by the Engineer-in-charge. | Cum | 6369.3 | 6369.3 | 10.5 | False | None | None | False | None | False | 66877.65 | 0 | 3462729 | 123488 | None | Code-6 | 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 etc. complete and as directed by the Engineer-in-charge. | Cum | 6288.45 | 6288.45 | 3.0 | False | None | None | False | None | False | 18865.35 | 0 | 3462730 | 123488 | None | Code-7 | 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.Sub structure of Bridges etc. complete and as directed by the Engineer-in-charge. | Kg | 90.76 | 90.76 | 719.36 | False | None | None | False | None | False | 65289.1136 | 0 | 3462731 | 123488 | None | Code-8 | 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 etc. complete and as directed by the Engineer-in-charge. | Cum | 6955.3 | 6955.3 | 42.0 | False | None | None | False | None | False | 292122.6 | 0 | 3462732 | 123488 | None | Code-9 | Providing and filling murrum / gravelly soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent and all other ancillary operations complete etc. complete and as directed by the Engineer-in-charge. | Cum | 861.0 | 861.0 | 16.0 | False | None | None | False | None | False | 13776.0 | 0 | 3462733 | 123488 | None | Code-10 | Providing casing embankment for breached / damaged portion of canal using approved pervious /semi-pervious soil in layers of 100 to 150 mm ( before compaction ) including cost of all materials, machinery, labour, all operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, sectioning sides / edges, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller or pneumatic / vibrating plate compactors with all other ancillary operations complete. From barrow areas etc. complete and as directed by the Engineer-in-charge. | Cum | 691.95 | 691.95 | 238.4 | False | None | None | False | None | False | 164960.88 | 0 |
|