| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1707392533000 | 0 | None | None | Other Works | 1 Construction of CC Culvert at SBI ATM,Bahaddur street and opp ballari function hall in Ward no 28 Ballari. | 240998.78 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2511476 | 76487 | None | code01 | 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 Stone Masonry By Mechanical cement concrete grade M15-M20, Vol-3 SR 2023-24 It.No. 2.8 B, P.No 10 | Cum | 754.95 | 754.95 | 8.91 | False | None | None | False | None | False | 6726.6045 | 0 | | 2511477 | 76487 | None | code02 | 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 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m, Common SR 2023-24 It.No. 1.14.1, P.No 8 V-1 | Cum | 107.1 | 107.1 | 17.01 | False | None | None | False | None | False | 1821.771 | 0 | | 2511478 | 76487 | None | code03 | 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 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 1:4:8 (M5) Using 40 mm and down size graded crushed coarse aggregates. Common SR 2023-24 It.No.2.1.2, P.No 15 V-1 | Cum | 5947.2 | 5947.2 | 1.62 | False | None | None | False | None | False | 9634.464 | 0 | | 2511479 | 76487 | None | code04 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the 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 and down size graded crushed coarse aggregates. Common SR 2023-24 It.No. 2.2.1, P.No 15 V-1 | Cum | 6601.35 | 6601.35 | 14.31 | False | None | None | False | None | False | 94465.3185 | 0 | | 2511480 | 76487 | None | code05 | Formwork for Centering- Foundation, Sub structure of Cross drainages. FOR PCC, It.No.1b, P.No.111, all other types | Cum | 178.41 | 178.41 | 1.62 | False | None | None | False | None | False | 289.0242 | 0 | | 2511481 | 76487 | None | code06 | Formwork for Centering- Foundation, Sub structure of Cross drainages. FOR RCC | Cum | 2310.47 | 2310.47 | 14.31 | False | None | None | False | None | False | 33062.8257 | 0 | | 2511482 | 76487 | None | code07 | Supplying, Fitting and Placing TMT Fe 550 Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. R&B SR 2023-24 It.No. 2.11h V-1, P.No 18 | Tonne | 82961.55 | 82961.55 | 1.1114 | False | None | None | False | None | False | 92203.46667 | 0 | | 2511483 | 76487 | None | code08 | Construction of Subgrade : Construction of sub-grade 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, R&B SR 2021-22 It.No.3.6, P.No. 15 | Cum | 517.65 | 517.65 | 5.4 | False | None | None | False | None | False | 2795.31 | 0 |
| | 1707392533000 | 0 | None | None | Other Works | 2 Providing and layers interlocking pavers at Ashfak house to gouda house and Karishma house to iramma house in ward no 28 Ballar | 418969.69 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2511484 | 76488 | 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. Common SR 2023-24, Vol-1, It.No. 1.1, P.No. 5 | Sqm | 95.55 | 95.55 | 200.0 | False | None | None | False | None | False | 19110.0 | 0 | | 2511485 | 76488 | 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 PWD DSR 2023-24 Volume-III Page No.17 Item No.3.6 | Cum | 517.65 | 517.65 | 43.75 | False | None | None | False | None | False | 22647.1875 | 0 | | 2511486 | 76488 | None | code03 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. V-03 R&B SR 2023-24 It.No.6.1, P.No. 49 | Cum | 5166.0 | 5166.0 | 18.75 | False | None | None | False | None | False | 96862.5 | 0 | | 2511487 | 76488 | None | code04 | Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of materials, labour and Usage charges of machinery complete as per specifications. IRC SP 63: 2018 PWD DSR 2023-24 Vol-3, Item No. 6.8.1 page no - 51 | Sqm | 1121.4 | 1121.4 | 250.0 | False | None | None | False | None | False | 280350.0 | 0 |
| | 1707392533000 | 0 | None | None | Other Works | 3 Providing and layers interlocking pavers from saleem house to laxmi house (kallanna oni) in ward no 29 Ballari. | 423563.1 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2511488 | 76489 | None | code01 | 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.PWD DSR 2023-24 Volume-I Page No.8 Item No. 1.12 In all kinds of soils upto 300 mm depth | Cum | 99.75 | 99.75 | 13.875 | False | None | None | False | None | False | 1384.03125 | 0 | | 2511489 | 76489 | 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 PWD DSR 2023-24 Volume-III Page No.17 Item No.3.6 | Cum | 517.65 | 517.65 | 11.1 | False | None | None | False | None | False | 5745.915 | 0 | | 2511490 | 76489 | None | code03 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. V-03 R&B SR 2023-24 It.No.6.1, P.No. 49 | Cum | 5166.0 | 5166.0 | 8.325 | False | None | None | False | None | False | 43006.95 | 0 | | 2511491 | 76489 | None | code04 | Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of materials, labour and Usage charges of machinery complete as per specifications. IRC SP 63: 2018 PWD DSR 2023-24 Vol-3, Item No. 6.8.1 page no - 51 | Sqm | 1121.4 | 1121.4 | 333.0 | False | None | None | False | None | False | 373426.2 | 0 |
| | 1707392533000 | 0 | None | None | Other Works | 4 Providing and Laying CC Road at MASJID-E-YASIN Road in Ward 30 Ballari | 380894.06 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2511492 | 76490 | None | code01 | 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.PWD DSR 2023-24 Volume-I Page No.8 Item No. 1.12 In all kinds of soils upto 300 mm depth | Sqm | 99.75 | 99.75 | 270.0 | False | None | None | False | None | False | 26932.5 | 0 | | 2511493 | 76490 | 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 PWD DSR 2023-24 Volume-III Page No.17 Item No.3.6 | Cum | 517.65 | 517.65 | 65.25 | False | None | None | False | None | False | 33776.6625 | 0 | | 2511494 | 76490 | None | code03 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. V-03 R&B SR 2023-24 It.No.6.1, P.No. 49 | Cum | 5166.0 | 5166.0 | 27.0 | False | None | None | False | None | False | 139482.0 | 0 | | 2511495 | 76490 | None | code04 | 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 platem3 6,374.00 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. Vol-03 SR 2023-24, It.No.16.27, P.No.148 | Cum | 6692.7 | 6692.7 | 27.0 | False | None | None | False | None | False | 180702.9 | 0 |
| | 1707392533000 | 1 | None | None | Other Works | 5 Providing and Laying of atinterlock pavers at near Krishnamma house and near Guru Eriswamy house,Bandihatti Area in W NO 32 Ballari | 461756.99 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2511496 | 76491 | 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- iii SR 2023-24 P.No 12, I.No 2.19 | Cum | 591.15 | 591.15 | 22.2 | False | None | None | False | None | False | 13123.53 | 0 | | 2511497 | 76491 | None | code02 | Earth work in surface excavation for stripping, seating of bund, Road way by manual means for lowering & levelling the ground for all works other than foundation & depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications, including setting out, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling 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.. PWD DSR2023-24 Volume-I Page No. 5 Item No. 1.2 | Cum | 603.75 | 603.75 | 33.3 | False | None | None | False | None | False | 20104.875 | 0 | | 2511498 | 76491 | 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 Volume-III Page No.17 Item No.3.6 | Cum | 517.65 | 517.65 | 55.5 | False | None | None | False | None | False | 28729.575 | 0 | | 2511499 | 76491 | 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 DSR 2023-24 Volume-III Page No. 26 Item No.4.17 | Cum | 2686.95 | 2686.95 | 33.3 | False | None | None | False | None | False | 89475.435 | 0 | | 2511500 | 76491 | None | code05 | 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregatesDSR 2023-24 VOL 1 I NO 2.1.6 PAGE NO 15 | Cum | 6555.15 | 6555.15 | 2.82 | False | None | None | False | None | False | 18485.523 | 0 | | 2511501 | 76491 | None | code06 | 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) IRC SP 63: 2018 PWD DSR 2023-24 Vol-3, Item No. 6.8.1 page no - 51 | Sqm | 1121.4 | 1121.4 | 222.0 | False | None | None | False | None | False | 248950.8 | 0 | | 2511502 | 76491 | None | code07 | Repairs to Machinehole for different depths including removal of levelling the brick masonry, construction of brick masonry upto level, providing CC coping alround the MH cover, plastering both and outside to the brick masonry and fixing of manhole frame and curing, refilling with appurtenances complete. Upto 0.30m depth, I no16.28.1 CSR 2023-24 VOL 5 PAGE NO 198 | Each | 8577.45 | 8577.45 | 5.0 | False | None | None | False | None | False | 42887.25 | 0 |
| | 1707392533000 | 0 | None | None | Other Works | 6 constuction of CC Road work at Kumbar oni in W NO 33Ballar | 420707.32 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2511503 | 76492 | None | code01 | 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. PWD DSR 2023-24 Volume-I Page No.8 Item No. 1.12 In all kinds of soils upto 300 mm depth | Cum | 99.75 | 99.75 | 98.55 | False | None | None | False | None | False | 9830.3625 | 0 | | 2511504 | 76492 | 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 PWD DSR 2023-24 Volume-III Page No.17 Item No.3.6 | Cum | 517.65 | 517.65 | 110.23 | False | None | None | False | None | False | 57060.5595 | 0 | | 2511505 | 76492 | None | code03 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.IRC SP 49:2014 PWD DSR 2023-24 Volume-III Page No.49 Item No.6.1 | Cum | 5166.0 | 5166.0 | 30.66 | False | None | None | False | None | False | 158389.56 | 0 | | 2511506 | 76492 | None | code04 | 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, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 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 work . PWD DSR 2023-24 Volume-III Page No - 148 Item No:16.27 | Cum | 6692.7 | 6692.7 | 29.2 | False | None | None | False | None | False | 195426.84 | 0 |
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