| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1718346600000 | 1 | None | None | Roads | CC ROAD | 4644300.51 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3287759 | 114244 | None | VOL III for the year 2023-24 (Sl.No.3.7, P.No 17 | Compacting Original Ground
Compacting original ground supporting embankment
Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, carified 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 | 429.3 | False | None | None | False | None | False | 47330.325 | 0 | | 3287760 | 114244 | None | VOL III for the year 2023-24 (Sl.No.3.6, P.No 17 | Construction of Subgrade and Earthen Shoulders
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"
| Cum | 517.65 | 517.65 | 429.3 | False | None | None | False | None | False | 222227.145 | 0 | | 3287761 | 114244 | None | VOL III for the year 2023-24 (Sl.No.4.1, P.No 23 | Granular Sub-Base
A.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 (V) For Grading -V Material"
| Cum | 2611.35 | 2611.35 | 286.2 | False | None | None | False | None | False | 747368.37 | 0 | | 3287762 | 114244 | None | VOL III for the year 2023-24 (Sl.No.4.17, P.No 26 | Wet Mix Macadam (Plant Mix Method)
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 | 214.65 | False | None | None | False | None | False | 576753.8175 | 0 | | 3287763 | 114244 | None | PWD SR VOL III 2023-24 (It. No.16.28, P.No 149) | CEMENT CONCRETE PAVEMENT
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, equipment etc., complete. as per the directions of the Engineer-in-charge of the work | Cum | 7091.7 | 7091.7 | 429.3 | False | None | None | False | None | False | 3044466.81 | 0 | | 3287764 | 114244 | None | VOL I for the year 2023-24 (It No .2.1.1 & P.No 18 | Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials,cost of steel, painting, centering, transportation charges & fixing charges.
| No | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 |
| | 1718346600000 | 1 | None | None | Roads | CC DRAIN | 2197954.64 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3287765 | 114245 | None | VOL I for the year 2023-24 (It No .1.4.1 & P.No 5 | 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 | 107.1 | 107.1 | 209.25 | False | None | None | False | None | False | 22410.675 | 0 | | 3287766 | 114245 | None | VOL I for the year 2023-24 (It No .2.1.3 & P.No 15 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately ) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates"
| Cum | 6288.45 | 6288.45 | 46.5 | False | None | None | False | None | False | 292412.925 | 0 | | 3287767 | 114245 | None | VOL I for the year 2023-24 (It No .2.4.2 & P.No 17 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 8911.82 | 8911.82 | 108.5 | False | None | None | False | None | False | 966932.47 | 0 | | 3287768 | 114245 | None | VOL I for the year 2023-24 (Sl No .04 & P.No 111 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding-Cement Concrete Drain Walls 35%
| Cum | 2323.7 | 2323.7 | 69.75 | False | None | None | False | None | False | 162078.075 | 0 | | 3287769 | 114245 | None | VOL I for the year 2023-24 (It No .2.1.1 & P.No 18 | 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. h.All other type of structures
| Tonne | 82961.55 | 82961.55 | 9.09 | False | None | None | False | None | False | 754120.4895 | 0 |
| | 1718348154000 | 0 | None | None | Roads | Construction of CC Road & Drain at Jagatgal Village in Deodurga Taluka of Raichur District (Part 1) Under KKRDB MICRO 2023-24S WORK CODE-RCH23S162437 | 6842255.15 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3288076 | 114265 | None | VOL I for the year 2023-24 (It No .1.4.1 & P.No 5 | 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 | 107.1 | 107.1 | 209.25 | False | None | None | False | None | False | 22410.675 | 0 | | 3288070 | 114265 | None | VOL III for the year 2023-24 (Sl.No.3.7, P.No 17 | Compacting Original Ground
Compacting original ground supporting embankment
Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, carified 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 | 429.3 | False | None | None | False | None | False | 47330.325 | 0 | | 3288077 | 114265 | None | VOL I for the year 2023-24 (It No .2.1.3 & P.No 15 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately ) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates"
| Cum | 6288.45 | 6288.45 | 46.5 | False | None | None | False | None | False | 292412.925 | 0 | | 3288071 | 114265 | None | VOL III for the year 2023-24 (Sl.No.3.6, P.No 17 | Construction of Subgrade and Earthen Shoulders
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"
| Cum | 517.65 | 517.65 | 429.3 | False | None | None | False | None | False | 222227.145 | 0 | | 3288078 | 114265 | None | VOL I for the year 2023-24 (It No .2.4.2 & P.No 17 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 8911.82 | 8911.82 | 108.5 | False | None | None | False | None | False | 966932.47 | 0 | | 3288072 | 114265 | None | VOL III for the year 2023-24 (Sl.No.4.1, P.No 23 | Granular Sub-Base
A.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 (V) For Grading -V Material"
| Cum | 2611.35 | 2611.35 | 286.2 | False | None | None | False | None | False | 747368.37 | 0 | | 3288079 | 114265 | None | VOL I for the year 2023-24 (Sl No .04 & P.No 111 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding-Cement Concrete Drain Walls 35%
| Cum | 2323.7 | 2323.7 | 69.75 | False | None | None | False | None | False | 162078.075 | 0 | | 3288073 | 114265 | None | VOL III for the year 2023-24 (Sl.No.4.17, P.No 26 | Wet Mix Macadam (Plant Mix Method)
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 | 214.65 | False | None | None | False | None | False | 576753.8175 | 0 | | 3288074 | 114265 | None | PWD SR VOL III 2023-24 (It. No.16.28, P.No 149) | CEMENT CONCRETE PAVEMENT
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, equipment etc., complete. as per the directions of the Engineer-in-charge of the work | Cum | 7091.7 | 7091.7 | 429.3 | False | None | None | False | None | False | 3044466.81 | 0 | | 3288080 | 114265 | None | VOL I for the year 2023-24 (It No .2.1.1 & P.No 18 | 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. h.All other type of structures
| Tonne | 82961.55 | 82961.55 | 9.09 | False | None | None | False | None | False | 754120.4895 | 0 | | 3288075 | 114265 | None | VOL I for the year 2023-24 (It No .2.1.1 & P.No 18 | Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials,cost of steel, painting, centering, transportation charges & fixing charges.
| No | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 |
|
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