| 1723887284000 | 1 | None | None | Other Works | construction of Rcc Drain at Kurabar sir house to hiremath house Savanur Main road Near CD | 167366.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3796678 | 143922 | None | code011 | Earth work excavation by manual means for drains, canals, waste weir, draft,
approach channels, key trenches, foundation of Buildings & 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.(pwd dsr 2024-25, V-1, Ino.1.4, page no.05) | Cum | 249.26 | 249.26 | 15.12 | False | None | None | False | None | False | 3768.8112 | 0 | | 3796679 | 143922 | None | code0012 | 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 2024-25 Vol:1 P.NO.15 I.No:2.1.3 | Cum | 6168.67 | 6168.67 | 0.95 | False | None | None | False | None | False | 5860.2365 | 0 | | 3796680 | 143922 | None | code0152 | Providing and laying in position Cement Concrete for all Foundation works.
The granite/trap/basalt crushed graded coarse aggregates and fine aggregates
as per relevant IS Codes machine mixed with super plasticizers laid in finished
layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials, quality confirming to the requirements of relevant IS codes,
labour, Usage charges of machinery, curing and all the 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 2024-25 Vol:1 P.NO.15 I.No:2.1.3 | Cum | 6475.61 | 6475.61 | 5.06 | False | None | None | False | None | False | 32766.5866 | 0 | | 3796681 | 143922 | None | code112 | Form Work as per recommendations fo technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Drain Form Works consider 35% | Cum | 2266.46 | 2266.46 | 4.29 | False | None | None | False | None | False | 9723.1134 | 0 | | 3796682 | 143922 | None | code145 | 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 (PWD SR 2024-25 Vol:1 P.NO.18 I.No: 2.11 h) | Tonne | 81831.33 | 81831.33 | 0.38 | False | None | None | False | None | False | 31095.9054 | 0 | | 3796683 | 143922 | None | code056 | 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 dsr 2024-25, V-1, Ino.1.10, page no.7) | Cum | 164.8 | 164.8 | 1.68 | False | None | None | False | None | False | 276.864 | 0 | | 3796684 | 143922 | None | code055 | 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. (PWD SR 2024-25, V-3, Ino.3.7, page no.17) | Cum | 108.15 | 108.15 | 7.2 | False | None | None | False | None | False | 778.68 | 0 | | 3796685 | 143922 | None | code569 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -II Material (PWD SR 2024-25, V-3, Ino.4.1 ii, page no.23) | Cum | 2636.8 | 2636.8 | 6.72 | False | None | None | False | None | False | 17719.296 | 0 | | 3796686 | 143922 | None | code0555 | Providing and laying in position Cement Concrete for all Super structures of
building , Road works, Water works, Irrigation works & super structure works
of bridges upto 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. The
cost includes all lead & lifts, cost of all materials, 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2024-25, V-1, Ino.2.5.2, page no.16) | Cum | 7048.29 | 7048.29 | 9.12 | False | None | None | False | None | False | 64280.4048 | 0 | | 3796687 | 143922 | None | code555 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (PWD SR 2024-25, V-1, Ino.3.6, page no.17) | Cum | 507.79 | 507.79 | 2.16 | False | None | None | False | None | False | 1096.8264 | 0 |
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