| 1689055945000 | 0 | None | None | Roads | Construction of C C road in 5th cross Benkinavab road ward no.41 | 414171.77 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 31038 | 3164 | None | code2.11 v3 | 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 Dismantling Brick / Tile work / rubble masonry / pitching / etc by
mechanical means | Cum | 141.75 | 141.75 | 26.1 | False | None | None | False | None | False | 3699.675 | 0 | | 31039 | 3164 | None | code1.4.1 v1 | 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 | 195.3 | 195.3 | 69.6 | False | None | None | False | None | False | 13592.88 | 0 | | 31040 | 3164 | None | code1.1 v3 | Loading and Unloading of Stone Boulder/Stone aggregates/
Sand/Kankar/Moorum.
(Tipper 5.5 m3
) | Cum | 123.9 | 123.9 | 95.7 | False | None | None | False | None | False | 11857.23 | 0 | | 31041 | 3164 | None | code6.1 v3 | Construction of dry lean cement concrete Sub- base over a
prepared sub-grade with coarse and fine aggregate conforming
to IS: 383, the size of coarse aggregate not exceeding 25 mm,
aggregate cement ratio not to exceed 15:1, aggregate gradation
after blending to be as per table 600-1, cement content not to be
less than 150 kg/ m3
, optimum moisture content to be determined
during trial length construction, concrete strength not to be less
than 10 Mpa at 7 days, mixed in a batching plant, transported
to site, laid with a paver with electronic sensor, compacting with
8-10 t vibratory roller, finishing and curing. | Cum | 4226.25 | 4226.25 | 34.8 | False | None | None | False | None | False | 147073.5 | 0 | | 31042 | 3164 | None | code20.29 v3 | Providing and constructing un-reinforced plain cement
concrete pavement, thickness as per design, over a
prepared sub base, with 43 grade cement or any other
type as per Clause 1501.2.2 M30 (Grade), coarse and
fine aggregates conforming to IS:383, maximum size
of coarse aggregate not exceeding 25 mm, mixed in a
concrete mixer of not less than 0.2 cum capacity and
appropriate weigh batcher using approved mix design,
laid in approved fixed side formwork (steel channel,
laying and fixing of 125 micron thick polythene film,
wedges, steel plates including levelling the formwork as
per drawing), spreading the concrete with shovels, rakes,
compacted using needle, screed and plate vibrators and
finished in continuous operation including construction
joints, , primer, sealant , curing of concrete slabs for 14-
days, and water finishing to lines and grade as per drawing
and technical specification clause 1501 with all lead, lifts,
loading & unloading charges, cost and conveyance of all
materials, labour, equipments etc., complete. as per the
directions of the Engineer-in-charge of the work. | Cum | 6837.6 | 6837.6 | 34.8 | False | None | None | False | None | False | 237948.48 | 0 |
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