tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1709730287000 | 0 | None | None | Other Works | ward no35 cc drain and covering slab on both sides at kiruvadi layout hkr cicle connection road | 3223830.58 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2945712 | 97301 | None | 001 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Cement Concrete Grade M-15 & M-20(PWD SR 2023-24 Vol-03 SR-2022 P No 10, I NO 2.7B)
| m | 979.65 | 979.65 | 41.01 | False | None | None | False | None | False | 40175.4465 | 0 | 2945713 | 97301 | None | 002 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Brick / Tile work / rubble masonry / pitching / etc by
mechanical means) | m | 189.0 | 189.0 | 96.86 | False | None | None | False | None | False | 18306.54 | 0 | 2945714 | 97301 | None | 003 | Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 1.5m including cost of labour, tools, usage ofmachinery & other appurtenacesrequired to complete the work In all kinds of soils upto 3.0 m depth (Vol-01 SR-23-2024 I.No. 1.14.1 P.No. 8) | m | 107.1 | 107.1 | 479.15 | False | None | None | False | None | False | 51316.965 | 0 | 2945715 | 97301 | None | 004 | 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 (Vol-02 SR-23-2024 P No. 15, I NO 2.1.2) | m | 5947.2 | 5947.2 | 68.45 | False | None | None | False | None | False | 407085.84 | 0 | 2945716 | 97301 | None | 005 | 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification (Vol-01 SR-23-2024 P No. 18, I NO 2.11 ) | Tonne | 82961.55 | 82961.55 | 11.28 | False | None | None | False | None | False | 935806.284 | 0 | 2945717 | 97301 | None | 006 | 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-01 SR-23-2024 P No. 16, I NO 2.4.2 ) | m | 6639.15 | 6639.15 | 250.73 | False | None | None | False | None | False | 1664634.0795 | 0 | 2945718 | 97301 | None | 007 | Additionalities for Formwork, Centering Scaffolding Cement Concrete Drain Walls 35% | Cum | 247.55 | 247.55 | 183.88 | False | None | None | False | None | False | 45519.494 | 0 | 2945719 | 97301 | None | 008 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications (Vol-01 SR-23-2024 P No. 07, I NO 1.10 ) | m | 168.0 | 168.0 | 153.23 | False | None | None | False | None | False | 25742.64 | 0 | 2945720 | 97301 | None | 009 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. (Vol-03 SR-23-2024 I.No. 3.1 P.No. 17) | m | 89.25 | 89.25 | 325.93 | False | None | None | False | None | False | 29089.2525 | 0 | 2945721 | 97301 | None | 010 | Providing and fixing RCC name board of size 1.35x0.60x0.04m fixed in reinforced cement concrete poles of size0.10x0.10x2.60m 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.(Vol-03 SR-23-2024 I.No. 8.55 P.No.79) | Each | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 |
| 1709730287000 | 0 | None | None | Other Works | WARD 35 CONSTRUCTION OF CC DRAIN ANDCOVERING SLAB FROM MOSQUE TO SHMIYANA BASAVARAJ SHOP THOTADA BASAVARJ HOUSE TO RS SHEKHAPPA HOUSE | 1614049.25 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2945722 | 97302 | None | 001 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Brick / Tile work / rubble masonry / pitching / etc by
mechanical means(PWD SR 2023-24 Vol-03 SR-2022 P No 10, I NO 2.11) | Cum | 189.0 | 189.0 | 69.42 | False | None | None | False | None | False | 13120.38 | 0 | 2945723 | 97302 | None | 002 | Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 1.5m including cost of labour, tools, usage ofmachinery & other appurtenacesrequired to complete the work In all kinds of soils upto 3.0 m depth (Vol-01 SR-23-2024 I.No. 1.14.1 P.No. 8) | Cum | 107.1 | 107.1 | 341.55 | False | None | None | False | None | False | 36580.005 | 0 | 2945724 | 97302 | None | 003 | 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 (Vol-02 SR-23-2024 P No. 15, I NO 2.1.2) | Cum | 5947.2 | 5947.2 | 34.05 | False | None | None | False | None | False | 202502.16 | 0 | 2945725 | 97302 | None | 004 | 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification (Vol-01 SR-23-2024 P No. 18, I NO 2.11 ) | Tonne | 82961.55 | 82961.55 | 5.76 | False | None | None | False | None | False | 477858.528 | 0 | 2945726 | 97302 | None | 005 | 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-01 SR-23-2024 P No. 16, I NO 2.4.2 ) | Cum | 6639.15 | 6639.15 | 125.49 | False | None | None | False | None | False | 833146.9335 | 0 | 2945727 | 97302 | None | 006 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Cement Concrete Drain Walls ( 35% ) (P.No.116 Sl.No.02 ) (Vol-01 SR-23-2024 P No.111 ) | Cum | 122.65 | 122.65 | 90.96 | False | None | None | False | None | False | 11156.244 | 0 | 2945728 | 97302 | None | 007 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications (Vol-01 SR-23-2024 P No. 07, I NO 1.10 ) | Cum | 168.0 | 168.0 | 38.7 | False | None | None | False | None | False | 6501.6 | 0 | 2945729 | 97302 | None | 008 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. (Vol-03 SR-23-2024 I.No. 3.1 P.No. 17) | Cum | 89.25 | 89.25 | 302.85 | False | None | None | False | None | False | 27029.3625 | 0 | 2945730 | 97302 | None | 009 | Providing and fixing RCC name board of size 1.35x0.60x0.04m fixed in reinforced cement concrete poles of size0.10x0.10x2.60m 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.(Vol-03 SR-23-2024 I.No. 8.55 P.No.79) | Each | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 |
| 1709730287000 | 0 | None | None | Other Works | WARD 35 CONSTRUCTION CC DRAIN COVERING SLAB AT 1ST CROSS RAJESHAWARI NAGAR | 1615984.92 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2945731 | 97303 | None | 001 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Brick / Tile work / rubble masonry / pitching / etc by
mechanical means(PWD SR 2023-24 Vol-03 SR-2022 P No 10, I NO 2.11) | Cum | 189.0 | 189.0 | 49.75 | False | None | None | False | None | False | 9402.75 | 0 | 2945732 | 97303 | None | 002 | Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 1.5m including cost of labour, tools, usage ofmachinery & other appurtenacesrequired to complete the work In all kinds of soils upto 3.0 m depth (Vol-01 SR-23-2024 I.No. 1.14.1 P.No. 8) | Cum | 107.1 | 107.1 | 341.55 | False | None | None | False | None | False | 36580.005 | 0 | 2945733 | 97303 | None | 003 | 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 (Vol-02 SR-23-2024 P No. 15, I NO 2.1.2) | Cum | 5947.2 | 5947.2 | 34.05 | False | None | None | False | None | False | 202502.16 | 0 | 2945734 | 97303 | None | 004 | 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification (Vol-01 SR-23-2024 P No. 18, I NO 2.11 ) | Cum | 82961.55 | 82961.55 | 5.76 | False | None | None | False | None | False | 477858.528 | 0 | 2945735 | 97303 | None | 005 | 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-01 SR-23-2024 P No. 16, I NO 2.4.2 ) | Cum | 6639.15 | 6639.15 | 126.33 | False | None | None | False | None | False | 838723.8195 | 0 | 2945736 | 97303 | None | 006 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Cement Concrete Drain Walls ( 35% ) (P.No.116 Sl.No.02 ) (Vol-01 SR-23-2024 P No.111 ) | Cum | 123.49 | 123.49 | 90.96 | False | None | None | False | None | False | 11232.6504 | 0 | 2945737 | 97303 | None | 007 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications (Vol-01 SR-23-2024 P No. 07, I NO 1.10 ) | Cum | 168.0 | 168.0 | 38.7 | False | None | None | False | None | False | 6501.6 | 0 | 2945738 | 97303 | None | 008 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. (Vol-03 SR-23-2024 I.No. 3.1 P.No. 17) | Cum | 89.25 | 89.25 | 302.85 | False | None | None | False | None | False | 27029.3625 | 0 | 2945739 | 97303 | None | 009 | Providing and fixing RCC name board of size 1.35x0.60x0.04m fixed in reinforced cement concrete poles of size0.10x0.10x2.60m 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.(Vol-03 SR-23-2024 I.No. 8.55 P.No.79) | Each | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 |
| 1709730287000 | 0 | None | None | Other Works | PROVIND AND FIXING OF PAVERS ON BOTH SIDES FROM CHANDRAPPA HOTEL TO KIRUVADI LAYOUT FROM HKR CIRCLE TO RAJESHWARI NAGAR AND GALLI AANJANEYA TEMPLE TO IN ESI HOSPITAL IN WARD NO35 CITY CORPORATION DAVANAGERE | 3226957.87 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2945740 | 97304 | None | 001 | 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-01 SR-23-2024 I.No. 1.12 P.No. 8) | Cum | 99.75 | 99.75 | 375.0 | False | None | None | False | None | False | 37406.25 | 0 | 2945741 | 97304 | None | 002COM | 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-01 SR-23-2024 I.N. 1.8 P.No.7) | Cum | 497.7 | 497.7 | 125.0 | False | None | None | False | None | False | 62212.5 | 0 | 2945742 | 97304 | None | 003 | 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.(Vol-03 SR-23-2024 I.No. 4.17 P.No. 26) | Cum | 2686.95 | 2686.95 | 187.5 | False | None | None | False | None | False | 503803.125 | 0 | 2945743 | 97304 | None | 004 | 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 (Vol-01 SR-23-2024 I.No. 2.1.4 P.No. 15) | Cum | 6527.85 | 6527.85 | 30.0 | False | None | None | False | None | False | 195835.5 | 0 | 2945744 | 97304 | None | 005 | Providing and laying M40 grade heavyduty 80mm thick interlock cement concrete un blasted machine compacted pavers of approved size, shape and colour, confirming to standards as per IS 15658-2021 and laying as per IRC:SP:63, laid over 40mm thick sand be (Average thickness) and compacting with plate viabrator having 3 tonnes compaction force, thereby forcing part of sand underneath tocome up in between joints and final compaction of pavers to get uniform level and grade as per standard technical specification and grade as per standard technical specification and as per the direction of engineer in carge of the work including cost of materials, labour and usage charge of machenery etc. complete as per specifications. (Approved Rate | Sqm | 1440.0 | 1440.0 | 1250.0 | False | None | None | False | None | False | 1800000.0 | 0 | 2945745 | 97304 | None | 006 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge.
(The cost of PCC shall be paid extra) 600 x 300 x 150 mm size(Vol-02 SR-23-2024 I.No.8.42.3 P.No. 74) | m | 486.15 | 486.15 | 1000.0 | False | None | None | False | None | False | 486150.0 | 0 | 2945746 | 97304 | None | 007 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(Vol-02 SR-23-2024 I.No. 8.39 P.No. 48) | Sqm | 133.35 | 133.35 | 300.0 | False | None | None | False | None | False | 40005.0 | 0 | 2945747 | 97304 | None | 008 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. upto 0.30 m depth (Vol-5 WS & UGD SR I.No. 16.28.1 P.No. 198) | Each | 8577.45 | 8577.45 | 6.0 | False | None | None | False | None | False | 51464.7 | 0 | 2945748 | 97304 | None | 009 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes having thermal stability for hot & cold water supply including all CPVC plain brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement trenching refilling testing of joints complete as per direction of Engineer in Charge External work 15mm nominal Pipes (SR 2023-24 I.No.13.33.1 Pg No.122)
| m | 174.3 | 174.3 | 60.0 | False | None | None | False | None | False | 10458.0 | 0 | 2945749 | 97304 | None | 010 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. (Vol-03 SR-23-2024 I.No. 3.1 P.No. 17 | Cum | 89.25 | 89.25 | 375.0 | False | None | None | False | None | False | 33468.75 | 0 | 2945750 | 97304 | None | 011 | Providing and fixing RCC name board of size 1.35x0.60x0.04m 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.(Vol-03 SR-23-2024 I.No. 8.55 P.No.79) | Each | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 |
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