| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1723031967000 | 0 | None | None | Roads | 15TH FINANCE24-25 PACKAGE 20 1.Providing and Laying of pavers at Kolmi jhanda katte Oni in W.No 03 of Ballari City. 2.Construction of CC road near Bommamma school katte in W.No 08 of Ballari City. 3.Construction of CC Road near Dubai Honnurappa house and Om Ankalamma gudi, near Veerana Gowda house in W.No 08 of Ballari City. 4.Providing and Laying of pavers at Balegar Oni and Narasimhappa Oni in W.No 10 of Ballari City. | 501935.52 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3715556 | 137407 | None | code01 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work. VOL-1, I.NO.1.1 | Sqm | 95.55 | 95.55 | 237.5 | False | None | None | False | None | False | 22693.125 | 0 | | 3715557 | 137407 | None | code02 | 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 I .N 3.6 ,VOL-3 p no 15 | Cum | 517.65 | 517.65 | 71.25 | False | None | None | False | None | False | 36882.5625 | 0 | | 3715558 | 137407 | None | code03 | providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mixplant 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 c ompacting with vibratory roller toachieve the desired density PWD DSR 2023-24 Volume-3, Item No. 4.17 p no 26 | Cum | 2686.95 | 2686.95 | 23.75 | False | None | None | False | None | False | 63815.0625 | 0 | | 3715559 | 137407 | None | code04 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) VOL-3, I.NO.6.8.1 | Sqm | 1121.4 | 1121.4 | 237.5 | False | None | None | False | None | False | 266332.5 | 0 | | 3715560 | 137407 | None | code05 | 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. VOL-3 SR 2023-24, Item No. 2.8 (i) By Manual Means | Cum | 979.65 | 979.65 | 3.1 | False | None | None | False | None | False | 3036.915 | 0 | | 3715561 | 137407 | None | code06 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. . Vol-1 SR 2023-24, It.No.2.1.2, P.No 6, | Cum | 313.95 | 313.95 | 12.4 | False | None | None | False | None | False | 3892.98 | 0 | | 3715562 | 137407 | None | code07 | 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. Vol-1 SR 2023-24, It.No.2.1.2, P.No 13, Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. | Cum | 5947.2 | 5947.2 | 2.17 | False | None | None | False | None | False | 12905.424 | 0 | | 3715563 | 137407 | None | code08 | 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. Vol-1 SR 2023-24, P.No 16, It.No. 2.4.2, M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 6639.15 | 6639.15 | 5.58 | False | None | None | False | None | False | 37046.457 | 0 | | 3715564 | 137407 | None | code09 | Form Work cost 35 of finished concrete rate As in Vol-1 SR 2023-24, P.No.111, Addendum I. | Sqm | 2323.7 | 2323.7 | 5.58 | False | None | None | False | None | False | 12966.246 | 0 | | 3715565 | 137407 | None | code10 | 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. Vol-1 SR 2023-24, P.No 18, It.No. 2.11(h) All other type of structures. | t | 82961.55 | 82961.55 | 0.264 | False | None | None | False | None | False | 21901.8492 | 0 | | 3715566 | 137407 | None | code11 | Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. VOL-2 SR 2023-24, It.No.17.12, P.No 176. | Sqm | 974.4 | 974.4 | 21.0 | False | None | None | False | None | False | 20462.4 | 0 |
| | 1723031967000 | 0 | None | None | Roads | 15TH FINANCE24-25 PACKAGE 20 1.Providing and Laying of pavers at Kolmi jhanda katte Oni in W.No 03 of Ballari City. 2.Construction of CC road near Bommamma school katte in W.No 08 of Ballari City. 3.Construction of CC Road near Dubai Honnurappa house and Om Ankalamma gudi, near Veerana Gowda house in W.No 08 of Ballari City. 4.Providing and Laying of pavers at Balegar Oni and Narasimhappa Oni in W.No 10 of Ballari City. | 415977.98 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3715567 | 137408 | None | code01 | Earth work in surface excavation by mechanical means for lowering and leveling ,the ground for all works other than foundation in all kinds of soils and 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 and 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 and other appurtenances required to complete the work.
In all kinds of soils upto 300 mm depth m3 95.00 PWD DSR 202324 VolumeI Page No. 5 Item No. 1.12 | Cum | 99.75 | 99.75 | 150.0 | False | None | None | False | None | False | 14962.5 | 0 | | 3715568 | 137408 | None | code02 | 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 3002 for embankment construction. Vol3 SR 202324, Page No. 17, Item No.3.7. | Cum | 110.25 | 110.25 | 37.5 | False | None | None | False | None | False | 4134.375 | 0 | | 3715569 | 137408 | None | code03 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 3002, Vol3 SR 202324, Page No.17, Item No.3.6. | Cum | 517.65 | 517.65 | 37.5 | False | None | None | False | None | False | 19411.875 | 0 | | 3715570 | 137408 | None | code04 | 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. Vol3 SR 202324, Page No.26, Item No.4.17 | Cum | 2686.95 | 2686.95 | 37.5 | False | None | None | False | None | False | 100760.625 | 0 | | 3715571 | 137408 | None | code05 | Providing and constructing unreinforced 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 platevibrators 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 and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer in charge of the work. Vol 3 SR 202324, Item No. 16.27, P.No.148 | Cum | 6692.7 | 6692.7 | 37.5 | False | None | None | False | None | False | 250976.25 | 0 | | 3715572 | 137408 | None | code06 | 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. Vol 5 SR 23 24, P.No.198, I.no.16.28.1. | Each | 8577.45 | 8577.45 | 3.0 | False | None | None | False | None | False | 25732.35 | 0 |
| | 1723031967000 | 0 | None | None | Roads | 15TH FINANCE24-25 PACKAGE 20 3.Construction of CC Road near Dubai Honnurappa house and Om Ankalamma gudi, near Veerana Gowda house in W.No 08 of Ballari City. | 499322.24 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3715573 | 137409 | None | code01 | Earth work in surface excavation by mechanical means for lowering and leveling ,the ground for all works other than foundation in all kinds of soils and 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 and 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 and other appurtenances required to complete the work.
In all kinds of soils upto 300 mm depth m3 95.00 PWD DSR 2023 24 Volume I Page No. 5 Item No. 1.12 | Cum | 99.75 | 99.75 | 210.0 | False | None | None | False | None | False | 20947.5 | 0 | | 3715574 | 137409 | None | code02 | 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. Vol 3 SR 2023 24, Page No. 17, Item No.3.7. | Cum | 110.25 | 110.25 | 52.5 | False | None | None | False | None | False | 5788.125 | 0 | | 3715575 | 137409 | None | code03 | Construction of Subgrade and Earthen Shoulders Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300 2, Vol 3 SR 2023 24, Page No.17, Item No.3.6. | Cum | 517.65 | 517.65 | 52.5 | False | None | None | False | None | False | 27176.625 | 0 | | 3715576 | 137409 | None | code04 | 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 3 SR 2023 24, Page No.26, Item No.4.17. | Cum | 2686.95 | 2686.95 | 42.0 | False | None | None | False | None | False | 112851.9 | 0 | | 3715577 | 137409 | None | code05 | 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 platevibrators 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 and unloading charges, cost and conveyance of all materials, labour, equipments etc complete. as per the directions of the Engineer in charge of the work. Vol 3 SR 2023 24, Item No. 16.27 P.No.148 | Cum | 6692.7 | 6692.7 | 42.0 | False | None | None | False | None | False | 281093.4 | 0 | | 3715578 | 137409 | None | code06 | 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. Vol 5 SR 23 24, P.No.198, I.no.16.28.1. | Each | 8577.45 | 8577.45 | 6.0 | False | None | None | False | None | False | 51464.7 | 0 |
| | 1723031967000 | 0 | None | None | Roads | 15TH FINANCE24-25 PACKAGE 20 4.Providing and Laying of pavers at Balegar Oni and Narasimhappa Oni in W.No 10 of Ballari City. | 674205.34 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3715579 | 137410 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. Vol3 SR 202324, P.no. 12, I.No. 2.19. | Cum | 591.15 | 591.15 | 9.0 | False | None | None | False | None | False | 5320.35 | 0 | | 3715580 | 137410 | None | code02 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering leveling the ground for all works other than foundation depth in all kinds of soil 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 other appurtenances required to complete the work. PWD DSR 202324 VolumeI Page No. 5 Item No. 1.1 | Cum | 95.55 | 95.55 | 178.2 | False | None | None | False | None | False | 17027.01 | 0 | | 3715581 | 137410 | None | code03 | Construction of subgrade 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. 3002 PWD DSR 202324, I no. 3.6 ,VOL3, P no 17 | Cum | 433.65 | 433.65 | 44.55 | False | None | None | False | None | False | 19319.1075 | 0 | | 3715582 | 137410 | None | code04 | 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 pavergrader in subbase base course on well prepared surface and compacting with vibratory roller to achieve the desired density.PWD SR 202324, Volume3 2324 Page No. 26 Item No. 6.1 | Cum | 2686.95 | 2686.95 | 44.55 | False | None | None | False | None | False | 119703.6225 | 0 | | 3715583 | 137410 | None | code05 | Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using Providing and laying 60mm thick factory made precast M 30 grade Cement Concrete Paver Block as per IRC SP 632018 IS 15658 for Cycle Tracks Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerincharge. WMMWBM Base to be paid separately if necessary as per relevant technical specification. PWD SR 202324, Vol3 2324, Item No. 6.8.1 p no 51 | Sqm | 1121.4 | 1121.4 | 445.5 | False | None | None | False | None | False | 499583.7 | 0 | | 3715584 | 137410 | None | code06 | Providing and constructing unreinforced 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 IS3832016, 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 14days, 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 Engineerincharge of the work. Volume3 SR 202324, Item No. 16.27. P.No. 149. | Cum | 6692.7 | 6692.7 | 1.98 | False | None | None | False | None | False | 13251.546 | 0 |
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