| 1724155112000 | 0 | None | None | Roads | Construction of concrete road at Haliger Oni from Subhas Jodalli house to Sai Nagar main road in ward no 37 | 1688282.11 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3821362 | 145410 | None | 001 |
Dismantling of cement concrete pavement by mechanical means
using pneumatic tools, breaking to pieces not exceeding 0.02 m3
in volume and stock piling at designated locations and disposal of
dismantled materials and stacking serviceable and unserviceable
materials separately, vol 3/2.19 | Cum | 591.15 | 591.15 | 110.23 | False | None | None | False | None | False | 65162.4645 | 0 | | 3821363 | 145410 | None | 002 | Earth work in surface excavation by mechanical means for lowering &
leveling the ground for all works other than foundation in all kinds of
soils & upto depth not exceeding 300mm as per drawing and technical
specifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.In all kinds of soils upto 300 mm depth, VOL 1/1.12 | Cum | 99.75 | 99.75 | 220.46 | False | None | None | False | None | False | 21990.885 | 0 | | 3821364 | 145410 | None | 003 | Compacting Original Ground
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. VOL3/3.70 | Cum | 110.25 | 110.25 | 110.23 | False | None | None | False | None | False | 12152.8575 | 0 | | 3821365 | 145410 | None | 004 | 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.VOL 1/1.8 | Cum | 497.7 | 497.7 | 154.11 | False | None | None | False | None | False | 76700.547 | 0 | | 3821366 | 145410 | None | 004 | Providing, laying, spreading and compacting graded stone
aggregate to wet mix macadam specification including
premixing the Material with water at OMC in mechanical mix
plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on
well prepared surface and compacting with vibratory roller to
achieve the desired density. VOL3/4.17 | Cum | 2686.95 | 2686.95 | 110.23 | False | None | None | False | None | False | 296182.4985 | 0 | | 3821367 | 145410 | None | 005 | 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 14:1, aggregate gradation
after blending to be as per table 600-1, cement content not to be
less than 140 kg/ m3 , optimum moisture content to be determined
during trial length construction, concrete strength not to be less
than 7 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.VOL 5/6.1 | Cum | 5166.0 | 5166.0 | 73.6 | False | None | None | False | None | False | 380217.6 | 0 | | 3821368 | 145410 | None | 006 | 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.VOL 3/6.6 | Cum | 7112.7 | 7112.7 | 110.23 | False | None | None | False | None | False | 784032.921 | 0 | | 3821369 | 145410 | None | 007 | Providing and laying of hot applied thermoplastic compound
2.5 mm thick including reflectorising glass beads @ 250 g/
m2 area, thickness of 2.5 mm is exclusive of surface applied
glass beads as per IRC:35:2015.The finished surface to be
level, uniform and free from streaks and holes.VOL 3/8.15 | Sqm | 556.5 | 556.5 | 32.5 | False | None | None | False | None | False | 18086.25 | 0 | | 3821370 | 145410 | None | 008 | Removal of Unserviceable Soil with Disposal upto a suitable
distance as directed by the Engineer incharge of work. VOL3/8.15 | Cum | 89.25 | 89.25 | 220.46 | False | None | None | False | None | False | 19676.055 | 0 | | 3821371 | 145410 | None | 009 | Providing and laying heavy duty cobble stones 75mm thick interlock
pavers, using cement and course sand for manufacture of blocks of
approved size, shape and colour with a minimum compressive strength
of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and
compacting with plate vibrator having 3 tons compaction force thereby
forcing part of sand underneath to come up in between joints, final
compaction of paver surface joints into its final level, including cost of
materials, labour and Usage charges of machinery complete as per
specifications. VOL3/6.8.2 | Sqm | 1219.05 | 1219.05 | 11.55 | False | None | None | False | None | False | 14080.0275 | 0 |
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