| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1725967426000 | 0 | None | None | Roads | Package 21. Development of Road in Basappa oni behind Makkala Mantapa in wd no.11 of Ballari city. | 502515.26 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3952272 | 153068 | None | code01 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using
sight rails bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated
earth locally for the work etc., and all other appurtenances complete in the following strata.
1.17.1 All kinds of soils. Depth upto 1.50 m Vol1 SR 202324, I.no.1.17.1. P.No.10. | Cum | 275.1 | 275.1 | 44.38 | False | None | None | False | None | False | 12208.938 | 0 | | 3952273 | 153068 | None | code02 | Dewatering the sewage storm water by using reqired HP submersible pump for the diversion of storm sewage during the execution of work. Considering for one Pump.. Vol5 SR 2324, P.No.206, I.no.16.55.1 | Hour | 325.5 | 325.5 | 3.0 | False | None | None | False | None | False | 976.5 | 0 | | 3952274 | 153068 | None | code03 | Providing UNPLASTICISED PVC pipes conforming to IS 160982013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes with cost of elastomeric sealing rings and specials excluding cost of specials with jointing of approved type, with all labour, lead lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS contractor will make his own arrangements for procuring water for testing etc. complete for Pipes of SN 8, 160mm dia.. Vol5 SR 2324, P.No.113, I.no.10.2.11 160mm dia. | Rmtr | 731.85 | 731.85 | 80.0 | False | None | None | False | None | False | 58548.0 | 0 | | 3952275 | 153068 | None | code04 | Providing and constructing of Machinehole chambers conical in shape at top with CC 136 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 14 plaster with bricks of approved quality and CM plaster 13 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 124 with graded metal of 20 mm and
down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592PartI 1988 IS 12592PartII 1991 with latest amendments in CC 124, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks Medium Duty cover and frame.For 1.2m dia. VOL5 SR 202324, P.no 201, I.No.16.40.1, 16.40.2 1. I.No.40.1T510A Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. 1.0 M depth Medium duty SFRC cover frame | Each | 25566.45 | 25566.45 | 1.0 | False | None | None | False | None | False | 25566.45 | 0 | | 3952276 | 153068 | None | code05 | Providing and constructing of Machinehole chambers conical in shape at top with CC 136 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 14 plaster with bricks of approved quality and CM plaster 13 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 124 with graded metal of 20 mm and
down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592PartI 1988 IS 12592PartII 1991 with latest amendments in CC 124, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks Medium Duty cover and frame.For 1.2m dia. VOL5 SR 202324, P.no 201, I.No.16.40.1, 16.40.2 1. I.No.40.1T510A Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. 1.2 M depth Medium duty SFRC cover frame | Each | 27624.66 | 27624.66 | 2.0 | False | None | None | False | None | False | 55249.32 | 0 | | 3952277 | 153068 | None | code06 | Providing and constructing of Machinehole chambers conical in shape at top with CC 136 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 14 plaster with bricks of approved quality and CM plaster 13 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 124 with graded metal of 20 mm and
down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592PartI 1988 IS 12592PartII 1991 with latest amendments in CC 124, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks Medium Duty cover and frame.For 1.2m dia. VOL5 SR 202324, P.no 201, I.No.16.40.1, 16.40.2 1. I.No.40.1T510A Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. 1.5 M depth Medium duty SFRC cover frame | Each | 34588.05 | 34588.05 | 1.0 | False | None | None | False | None | False | 34588.05 | 0 | | 3952278 | 153068 | None | code07 | Providing PVC ringtite pipes conforming to IS 49852000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes
and specials excluding cost of specials with jointing of approved type, with all labour with all lead lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make
his own arrangements for procuring water for testing etc. complete. PVC pipes 90mm dia, 6 kgsqcm class 3., Vol3 SR 2324, I.No.10.1.6,P.No 113. | Rmtr | 308.7 | 308.7 | 20.0 | False | None | None | False | None | False | 6174.0 | 0 | | 3952279 | 153068 | None | code08 | 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 cum 95.00 PWD DSR 202324 VolumeI Page No. 5 Item No. 1.12 | Cum | 99.75 | 99.75 | 90.0 | False | None | None | False | None | False | 8977.5 | 0 | | 3952280 | 153068 | None | code09 | 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 | 30.0 | False | None | None | False | None | False | 3307.5 | 0 | | 3952281 | 153068 | None | code10 | Construction of Subgrade and Earthen Shoulders 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, Vol3 SR 202324, Page No.17, Item No.3.6. | Cum | 517.65 | 517.65 | 30.0 | False | None | None | False | None | False | 15529.5 | 0 | | 3952282 | 153068 | None | code11 | 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 pavergrader in subbase 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 | 30.0 | False | None | None | False | None | False | 80608.5 | 0 | | 3952283 | 153068 | None | code12 | 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 platevibrators 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. Vol3 SR 202324, Item No. 16.27, P.No.148 | Cum | 6692.7 | 6692.7 | 30.0 | False | None | None | False | None | False | 200781.0 | 0 |
| | 1725967426000 | 0 | None | None | Roads | Pakage no 21. Providing and Fixing of Pavers from Kambli Bazar main road to Balavenkataswamy Beedhi in ward no.11 of Ballari City. | 843667.12 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3952284 | 153069 | 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. Vol-3 SR 2023-24, P.no. 12, I.No. 2.19. | Cum | 591.15 | 591.15 | 1.5 | False | None | None | False | None | False | 886.725 | 0 | | 3952285 | 153069 | 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 2023-24 Volume-I Page No. 5 Item No. 1.1 | Sqm | 95.55 | 95.55 | 520.0 | False | None | None | False | None | False | 49686.0 | 0 | | 3952286 | 153069 | None | code03 | 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 PWD DSR 2023-24, I no. 3.6 ,VOL-3, P no 17 | Cum | 433.65 | 433.65 | 52.0 | False | None | None | False | None | False | 22549.8 | 0 | | 3952287 | 153069 | 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 paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.PWD SR 2023-24, Volume-3 23-24 Page No. 26 Item No. 6.1 | Cum | 2686.95 | 2686.95 | 52.0 | False | None | None | False | None | False | 139721.4 | 0 | | 3952288 | 153069 | 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 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). PWD SR 2023-24, Vol-3 23-24, Item No. 6.8.1 p no 51 | Sqm | 1121.4 | 1121.4 | 520.0 | False | None | None | False | None | False | 583128.0 | 0 | | 3952289 | 153069 | None | code06 | 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. Volume-3 SR 2023-24, Item No. 16.27. P.No. 149. | Cum | 6692.7 | 6692.7 | 2.0 | False | None | None | False | None | False | 13385.4 | 0 | | 3952290 | 153069 | None | code07 | 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 0.30m depth DSR 23-24 VOL 5, Ite, no 16.28.1 | Each | 8577.45 | 8577.45 | 4.0 | False | None | None | False | None | False | 34309.8 | 0 |
| | 1725967426000 | 0 | None | None | Roads | Package no21. Construction of CC Road at Sindhagi oni, Reddy street right boring oni in ward no.12, Ballari city. | 674066.29 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3952291 | 153070 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. Vol 3 SR 2023 24, P.no. 12, I.No. 2.19. | Cum | 591.15 | 591.15 | 37.8 | False | None | None | False | None | False | 22345.47 | 0 | | 3952292 | 153070 | None | code02 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering and leveling the ground for all works other than foundation and 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 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 and other appurtenances required to complete the work. PWD DSR 2023 24 Volume I Page No. 5 Item No. 1.1 | Sqm | 95.55 | 95.55 | 378.0 | False | None | None | False | None | False | 36117.9 | 0 | | 3952293 | 153070 | None | code03 | 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 | 37.8 | False | None | None | False | None | False | 4167.45 | 0 | | 3952294 | 153070 | None | code04 | 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 | 37.8 | False | None | None | False | None | False | 19567.17 | 0 | | 3952295 | 153070 | None | code05 | 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 | 56.7 | False | None | None | False | None | False | 152350.065 | 0 | | 3952296 | 153070 | None | code06 | 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 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. Volume 3 SR 2023 24, Item No. 16.27. P.No. 149. | Cum | 6692.7 | 6692.7 | 56.7 | False | None | None | False | None | False | 379476.09 | 0 | | 3952297 | 153070 | None | code07 | 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 | 7.0 | False | None | None | False | None | False | 60042.15 | 0 |
| | 1725967426000 | 0 | None | None | Roads | Package no 21. Improvements of Road from Thayamma temple to Mullangi Sanjeevappa Road in Ward no.12, Ballari city. | 588805.56 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3952298 | 153071 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. Vol 3 SR 2023 24, P.no. 12, I.No. 2.19. | Cum | 591.15 | 591.15 | 33.6 | False | None | None | False | None | False | 19862.64 | 0 | | 3952299 | 153071 | None | code02 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering and leveling the ground for all works other than foundation and 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 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 and other appurtenances required to complete the work. PWD DSR 2023 24 Volume I Page No. 5 Item No. 1.1 | Sqm | 95.55 | 95.55 | 336.0 | False | None | None | False | None | False | 32104.8 | 0 | | 3952300 | 153071 | None | code03 | 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 | 33.6 | False | None | None | False | None | False | 3704.4 | 0 | | 3952301 | 153071 | None | code04 | 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 | 50.4 | False | None | None | False | None | False | 26089.56 | 0 | | 3952302 | 153071 | None | code05 | 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 | 50.4 | False | None | None | False | None | False | 135422.28 | 0 | | 3952303 | 153071 | None | code06 | 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 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. Volume 3 SR 2023 24, Item No. 16.27. P.No. 149. | Cum | 6692.7 | 6692.7 | 50.4 | False | None | None | False | None | False | 337312.08 | 0 | | 3952304 | 153071 | None | code07 | 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 | 4.0 | False | None | None | False | None | False | 34309.8 | 0 |
| | 1725967426000 | 0 | None | None | Roads | Package 21. Construction of CC Road at Near Perlappa House in Ward no.14, Ballari City. | 504795.69 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3952305 | 153072 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. Vol 3 SR 2023 24, P.no. 12, I.No. 2.19. | Cum | 591.15 | 591.15 | 30.0 | False | None | None | False | None | False | 17734.5 | 0 | | 3952306 | 153072 | None | code02 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering and leveling the ground for all works other than foundation and 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 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 and other appurtenances required to complete the work. PWD DSR 2023 24 Volume I Page No. 5 Item No. 1.1 | Sqm | 95.55 | 95.55 | 300.0 | False | None | None | False | None | False | 28665.0 | 0 | | 3952307 | 153072 | None | code03 | 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 | 45.0 | False | None | None | False | None | False | 4961.25 | 0 | | 3952308 | 153072 | None | code04 | 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 | 30.0 | False | None | None | False | None | False | 15529.5 | 0 | | 3952309 | 153072 | None | code05 | 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 | 30.0 | False | None | None | False | None | False | 80608.5 | 0 | | 3952310 | 153072 | None | code06 | 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 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. Volume 3 SR 2023 24, Item No. 16.27. P.No. 149. | Cum | 6692.7 | 6692.7 | 45.0 | False | None | None | False | None | False | 301171.5 | 0 | | 3952311 | 153072 | None | code07 | Providing and laying 100mm thick pre cast cover slabs over drains and Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm 3ply wired steel at 2.00kg per sqm, 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. For open drain | Sqm | 974.4 | 974.4 | 57.6 | False | None | None | False | None | False | 56125.44 | 0 |
| | 1725967426000 | 0 | None | None | Roads | Package 21. Providing and Fixing of Pavers at Warder Rangappa Street Bucket Oni and Anjineya Temple link street in ward no.13, Ballari City. | 585725.3 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3952312 | 153073 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. Vol 3 SR 2023 24, P.no. 12, I.No. 2.19. | Cum | 591.15 | 591.15 | 36.3 | False | None | None | False | None | False | 21458.745 | 0 | | 3952313 | 153073 | None | code02 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering and leveling the ground for all works other than foundation and 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 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 and other appurtenances required to complete the work. PWD DSR 2023 24 Volume I Page No. 5 Item No. 1.1 | Sqm | 95.55 | 95.55 | 363.0 | False | None | None | False | None | False | 34684.65 | 0 | | 3952314 | 153073 | None | code03 | 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 PWD DSR 2023 24, I no. 3.6 ,VOL 3, P no 17 | Cum | 433.65 | 433.65 | 36.3 | False | None | None | False | None | False | 15741.495 | 0 | | 3952315 | 153073 | 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 paver grader in sub base base course on well prepared surface and compacting with vibratory roller to achieve the desired density.PWD SR 2023 24, Volume 3 23 24 Page No. 26 Item No. 6.1 | Cum | 2686.95 | 2686.95 | 36.3 | False | None | None | False | None | False | 97536.285 | 0 | | 3952316 | 153073 | 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 63 2018 and IS 15658 for Cycle Tracks and 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. PWD SR 2023 24, Vol 3 23 24, Item No. 6.8.1 p no 51 | Sqm | 1121.4 | 1121.4 | 363.0 | False | None | None | False | None | False | 407068.2 | 0 | | 3952317 | 153073 | None | code06 | 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 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. Volume 3 SR 2023 24, Item No. 16.27. P.No. 149. | Cum | 6692.7 | 6692.7 | 1.38 | False | None | None | False | None | False | 9235.926 | 0 |
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