| 1709819433000 | 1 | None | None | Roads | Construction of C.C Road from Sri Basaveshwara Temple To Aralimara In Maalagondanahalli Village In Davanagere Taluku | 503839.86 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2967100 | 98139 | None | 1.4.1 V-I | 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. | Cum | 254.1 | 254.1 | 5.67 | False | None | None | False | None | False | 1440.747 | 0 | | 2967101 | 98139 | None | 2.1.2 V-I | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 1.89 | False | None | None | False | None | False | 11240.208 | 0 | | 2967102 | 98139 | None | 2.4.1 V-I | 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.Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8965.6 | 8965.6 | 6.44 | False | None | None | False | None | False | 57738.464 | 0 | | 2967103 | 98139 | None | 2.11a V-I | 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 | Tonne | 82961.55 | 82961.55 | 0.36 | False | None | None | False | None | False | 29866.158 | 0 | | 2967104 | 98139 | None | 3.7 V-III | 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. | Cum | 110.25 | 110.25 | 68.25 | False | None | None | False | None | False | 7524.5625 | 0 | | 2967105 | 98139 | None | 1.8 V-I | 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. | Cum | 497.7 | 497.7 | 64.84 | False | None | None | False | None | False | 32270.868 | 0 | | 2967106 | 98139 | None | 4.17 V-III | 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. | Cum | 2686.95 | 2686.95 | 27.3 | False | None | None | False | None | False | 73353.735 | 0 | | 2967107 | 98139 | None | 16.28 V-III | 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:383:2016:, 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 | 7091.7 | 7091.7 | 40.95 | False | None | None | False | None | False | 290405.115 | 0 |
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