| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1709187210000 | 0 | None | None | Roads | Construction of CC Road at Ward No 8 Shivanagar 8 Cross Road at Alavandi Vllage | 842979.77 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2855098 | 92665 | None | 3.4 | 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 | Cum | 110.25 | 110.25 | 118.02 | False | None | None | False | None | False | 13011.705 | 0 | | 2855099 | 92665 | None | 1.9 | 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 | 422.1 | 422.1 | 70.81 | False | None | None | False | None | False | 29888.901 | 0 | | 2855100 | 92665 | None | 2.1.2 | 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 | 5632.2 | 5632.2 | 44.26 | False | None | None | False | None | False | 249281.172 | 0 | | 2855101 | 92665 | None | 2.1.4 | 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 20 mm nominal size graded crushed coarse aggregates | Cum | 6222.3 | 6222.3 | 88.52 | False | None | None | False | None | False | 550797.996 | 0 |
| | 1709187210000 | 0 | None | None | Roads | Construction of CC Road from Basavanagar Kuradagaddi Siddappa House and Andappa Ulagaddi House Agasar House Through CC Road at Hiresindogi Village | 505814.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2855102 | 92666 | None | 3.4 | 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. | Cum | 110.25 | 110.25 | 40.0 | False | None | None | False | None | False | 4410.0 | 0 | | 2855103 | 92666 | None | 1.8 | 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 | 422.1 | 422.1 | 80.0 | False | None | None | False | None | False | 33768.0 | 0 | | 2855104 | 92666 | None | 2.1.2 | 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 | 5632.2 | 5632.2 | 30.0 | False | None | None | False | None | False | 168966.0 | 0 | | 2855105 | 92666 | None | 2.1.4 | 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 Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. | Cum | 6222.3 | 6222.3 | 48.0 | False | None | None | False | None | False | 298670.4 | 0 |
| | 1709187210000 | 0 | None | None | Roads | Construction of CC Road from Tulajaram Mandre House to Veerabhadrya Sasi Land at Bhairapur Village | 505575.88 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2855106 | 92667 | None | 2.5.II | Clearing and grubbing road land including uprooting rank
vegetation, grass, bushes, shrubs, saplings and trees girth up to
300 mm, removal of stumps of trees cut earlier and disposal of
unserviceable materials and stacking of serviceable material to
be used or auctioned, including removal and disposal of top organic
soil not exceeding 150 mm in thickness.
In area of light jungle | Sqm | 4.13 | 4.13 | 1008.0 | False | None | None | False | None | False | 4163.04 | 0 | | 2855107 | 92667 | None | 2.1.2 | 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 | 5632.2 | 5632.2 | 36.45 | False | None | None | False | None | False | 205293.69 | 0 | | 2855108 | 92667 | None | 3.4 | 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. | Cum | 110.25 | 110.25 | 45.0 | False | None | None | False | None | False | 4961.25 | 0 | | 2855109 | 92667 | None | 1.8 | 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 | 422.1 | 422.1 | 45.0 | False | None | None | False | None | False | 18994.5 | 0 | | 2855110 | 92667 | None | 2.1.4 | 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 20 mm nominal size graded crushed coarse aggregates | Cum | 6222.3 | 6222.3 | 43.74 | False | None | None | False | None | False | 272163.402 | 0 |
| | 1709187210000 | 0 | None | None | Roads | Construction of CC Road from Sri Budamma Temple Bus Stop in Mainalli Village | 705191.33 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2855111 | 92668 | None | 3.7 | 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. | Cum | 110.25 | 110.25 | 53.79 | False | None | None | False | None | False | 5930.3475 | 0 | | 2855112 | 92668 | None | 1.8 | 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 | 422.1 | 422.1 | 67.24 | False | None | None | False | None | False | 28382.004 | 0 | | 2855113 | 92668 | None | 2.1.2 | 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 | 5632.2 | 5632.2 | 44.83 | False | None | None | False | None | False | 252491.526 | 0 | | 2855114 | 92668 | None | 2.1.4 | 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 20 mm nominal size graded crushed coarse aggregates | Cum | 6222.3 | 6222.3 | 67.24 | False | None | None | False | None | False | 418387.452 | 0 |
| | 1709187210000 | 0 | None | None | Roads | Construction of CC Road from Ward No 26 Geetha Patil House to Rajendra House at Ward No 26 at Koppal Town | 589750.26 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2855115 | 92669 | None | 1.4.1 | For CC Drainage: 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.In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 34.0 | False | None | None | False | None | False | 8639.4 | 0 | | 2855116 | 92669 | None | 2.1.2 | 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 | 5632.2 | 5632.2 | 6.0 | False | None | None | False | None | False | 33793.2 | 0 | | 2855117 | 92669 | None | 2.4.1 | 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 | 7044.4 | 7044.4 | 10.0 | False | None | None | False | None | False | 70444.0 | 0 | | 2855118 | 92669 | None | 13.10.2 | Providing Fusion Bonded Epoxy Coating (FBEC) to TMT
Bars as per IS:13620-1993 specifications for a thickness of
175micron & permissible variation of 50micron including
testing of coating. FREQUENCY OF TEST OF FUSION BONDED
EPOXY COAT a)Coating thickness shall be tested at a frequency
of not less than one full length bar every twenty bars for each size
b) Continuity of coating shall be determined by testing one full
length bar in every twenty bars for each size c) Coating thickness
over the whole of the coated bar section shall be determined by
sectioning and examining one bar in every 20t for each size. d)
For testing adhesion of coating, samples shall be selected from
a ch size according to the frequency given as: For all types of
bar : Minimum 1 for every diameter or as directed by engineer
in charge. (The item is to be operated with prior approval of
Superintending Engineer | Kg | 157.5 | 157.5 | 600.0 | False | None | None | False | None | False | 94500.0 | 0 | | 2855119 | 92669 | None | 3.4 | For CC Road: 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. | Cum | 110.25 | 110.25 | 58.95 | False | None | None | False | None | False | 6499.2375 | 0 | | 2855120 | 92669 | None | 2.1.4 | 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 | Cum | 6527.85 | 6527.85 | 29.48 | False | None | None | False | None | False | 192441.018 | 0 | | 2855121 | 92669 | None | 2.1.4 | 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 20 mm nominal size graded crushed coarse aggregates | Cum | 6222.3 | 6222.3 | 29.48 | False | None | None | False | None | False | 183433.404 | 0 |
| | 1709187210000 | 0 | None | None | Roads | Construction of CC Road at Ward No 26 Kalyan Nagar 1 cross Vali Shed Main Road Koppal Kinnal Main Road at Ward No 26 at Koppal Town | 1264468.46 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2855122 | 92670 | None | 3.2 | Carrying out excavation in hard rock to achieve a specified slope
of the rock face by controlled use of explosives and blasting
accessories in properly aligned and spaced drill holes, collection
of the excavated rock by a 80 HP dozer, loading in tipper by a front
end loader and disposing of the material with all lifts and lead, all
as specified in clause No. 303 Scarifying | Sqm | 170.9 | 170.9 | 818.1 | False | None | None | False | None | False | 139813.29 | 0 | | 2855123 | 92670 | None | 4.1.3 | Granular Sub-Base Plant Mix Method
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 | Cum | 2636.55 | 2636.55 | 122.72 | False | None | None | False | None | False | 323557.416 | 0 | | 2855124 | 92670 | None | 2.1.4 | 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 | Cum | 6527.85 | 6527.85 | 122.72 | False | None | None | False | None | False | 801097.752 | 0 |
| | 1709187210000 | 0 | None | None | Roads | Construction of CC Road from Sri Eshwar Temple Padagatte at Ryanaki Village | 507691.8 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2855125 | 92671 | None | 1.12 | 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. | Cum | 99.75 | 99.75 | 111.0 | False | None | None | False | None | False | 11072.25 | 0 | | 2855126 | 92671 | None | 1.8 | 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 | 55.5 | False | None | None | False | None | False | 27622.35 | 0 | | 2855127 | 92671 | None | 4.1.A | Granular Sub-Base Plant Mix Method 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 | Cum | 2636.55 | 2636.55 | 37.0 | False | None | None | False | None | False | 97552.35 | 0 | | 2855128 | 92671 | None | 16.27 | 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 M20 (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 | 6692.7 | 6692.7 | 55.5 | False | None | None | False | None | False | 371444.85 | 0 |
| | 1709187210000 | 0 | None | None | Roads | Construction of CC Road from Gurikar Oni Karikal Road to Guttur Main Road at Muradi Village in Yelaburga taluka | 507945.9 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2855129 | 92672 | None | 2.5 | Clearing and grubbing road land including uprooting rank
vegetation, grass, bushes, shrubs, saplings and trees girth up to
300 mm, removal of stumps of trees cut earlier and disposal of
unserviceable materials and stacking of serviceable material to
be used or auctioned, including removal and disposal of top organic
soil not exceeding 150 mm in thickness. | Sqm | 508.2 | 508.2 | 14.0 | False | None | None | False | None | False | 7114.8 | 0 | | 2855130 | 92672 | None | 1.12 | 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 | Cum | 99.75 | 99.75 | 109.5 | False | None | None | False | None | False | 10922.625 | 0 | | 2855131 | 92672 | None | 1.8 | 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 | 54.75 | False | None | None | False | None | False | 27249.075 | 0 | | 2855132 | 92672 | None | 4.1 | Granular Sub-Base Plant Mix Method 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 | Cum | 2636.55 | 2636.55 | 36.5 | False | None | None | False | None | False | 96234.075 | 0 | | 2855133 | 92672 | None | 16.51 | 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 M20 (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 | 6692.7 | 6692.7 | 54.75 | False | None | None | False | None | False | 366425.325 | 0 |
|
|
|---|