| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1718780447000 | 0 | None | None | Roads | Construction of CC Road at SC Colony in Adavibhavi Dodda Tanda | 1677384.87 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3308439 | 115509 | None | 2.4 B | 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 thorny jungle | Sqm | 508.2 | 508.2 | 2.022 | False | None | None | False | None | False | 1027.5804 | 0 | | 3308440 | 115509 | None | 3.7 | 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 Compacting Original Ground | Cum | 110.25 | 110.25 | 202.2 | False | None | None | False | None | False | 22292.55 | 0 | | 3308441 | 115509 | 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 | 202.2 | False | None | None | False | None | False | 100634.94 | 0 | | 3308442 | 115509 | None | 4.13 | Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of
specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with
vibratory roller in stages to proper grade and camber, applying
and brooming requisite type of screening/ binding Materials to fill
up the interstices of coarse aggregate, watering and compacting
to the required density. | Cum | 2649.15 | 2649.15 | 101.1 | False | None | None | False | None | False | 267829.065 | 0 | | 3308443 | 115509 | 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 | 192.09 | False | None | None | False | None | False | 1285600.743 | 0 |
| | 1718780447000 | 0 | None | None | Roads | Construction of CC Road at Bommasagar Tanda | 2095486.74 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3308444 | 115510 | None | 2.4 B | 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 thorny jungle | Sqm | 508.2 | 508.2 | 2.526 | False | None | None | False | None | False | 1283.7132 | 0 | | 3308445 | 115510 | None | 3.7 | 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 Compacting Original Ground | Cum | 110.25 | 110.25 | 252.6 | False | None | None | False | None | False | 27849.15 | 0 | | 3308446 | 115510 | 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 | 252.6 | False | None | None | False | None | False | 125719.02 | 0 | | 3308447 | 115510 | None | 4.13 | Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of
specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with
vibratory roller in stages to proper grade and camber, applying
and brooming requisite type of screening/ binding Materials to fill
up the interstices of coarse aggregate, watering and compacting
to the required density. | Cum | 2649.15 | 2649.15 | 126.3 | False | None | None | False | None | False | 334587.645 | 0 | | 3308448 | 115510 | 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 | 239.97 | False | None | None | False | None | False | 1606047.219 | 0 |
| | 1718780447000 | 0 | None | None | Roads | Construction of CC Road at Musalapur Village | 2095486.74 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3308449 | 115511 | None | 2.4 B | 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 thorny jungle | Sqm | 508.2 | 508.2 | 2.526 | False | None | None | False | None | False | 1283.7132 | 0 | | 3308450 | 115511 | None | 3.7 | 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 Compacting Original Ground | Cum | 110.25 | 110.25 | 252.6 | False | None | None | False | None | False | 27849.15 | 0 | | 3308451 | 115511 | 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 | 252.6 | False | None | None | False | None | False | 125719.02 | 0 | | 3308452 | 115511 | None | 4.13 | Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of
specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with
vibratory roller in stages to proper grade and camber, applying
and brooming requisite type of screening/ binding Materials to fill
up the interstices of coarse aggregate, watering and compacting
to the required density. | Cum | 2649.15 | 2649.15 | 126.3 | False | None | None | False | None | False | 334587.645 | 0 | | 3308453 | 115511 | 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 | 239.97 | False | None | None | False | None | False | 1606047.219 | 0 |
| | 1718780447000 | 0 | None | None | Roads | Construction of CC Road at Gouripur Village of Kanakagiri Taluka and Kanakgiri Constituency | 1677384.87 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3308454 | 115512 | None | 2.4 B | 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 thorny jungle | Sqm | 508.2 | 508.2 | 2.022 | False | None | None | False | None | False | 1027.5804 | 0 | | 3308455 | 115512 | None | 3.7 | 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 Compacting Original Ground | Cum | 110.25 | 110.25 | 202.2 | False | None | None | False | None | False | 22292.55 | 0 | | 3308456 | 115512 | 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 | 202.2 | False | None | None | False | None | False | 100634.94 | 0 | | 3308457 | 115512 | None | 4.13 | Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of
specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with
vibratory roller in stages to proper grade and camber, applying
and brooming requisite type of screening/ binding Materials to fill
up the interstices of coarse aggregate, watering and compacting
to the required density. | Cum | 2649.15 | 2649.15 | 101.1 | False | None | None | False | None | False | 267829.065 | 0 | | 3308458 | 115512 | 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 | 192.09 | False | None | None | False | None | False | 1285600.743 | 0 |
|
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|---|