| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1721822361000 | 0 | None | None | Roads | Wno 04 Construction of Road from Ganapati Maddennavar Home to C K Chinachali School | 589939.97 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3608680 | 131169 | None | code1 | 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. ( PWD SR 2023-24 Vol-3 , P.No -17 ,I No - 3.7 ) | Cum | 108.15 | 108.15 | 59.0 | False | None | None | False | None | False | 6380.85 | 0 | | 3608681 | 131169 | None | code2 | 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 SR 2023-24 Vol-3 , P.No -17 ,I No - 3.6 ) | Cum | 507.79 | 507.79 | 59.0 | False | None | None | False | None | False | 29959.61 | 0 | | 3608682 | 131169 | None | code3 | 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 ( PWD SR 2023-24 Vol-3 , P.No -26 ,I No - 4.17 ) | Cum | 2635.77 | 2635.77 | 59.0 | False | None | None | False | None | False | 155510.43 | 0 | | 3608683 | 131169 | None | code4 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. ( PWD SR 2023-24 Vol-3 , P.No -31 ,I No - 5.1 ) | Sqm | 42.23 | 42.23 | 590.0 | False | None | None | False | None | False | 24915.7 | 0 | | 3608684 | 131169 | None | code5 | Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ( PWD SR 2023-24 Vol-3 , P.No -33 ,I No - 5.10(c) ) | Cum | 8128.76 | 8128.76 | 29.5 | False | None | None | False | None | False | 239798.42 | 0 | | 3608685 | 131169 | None | code6 | Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. ( PWD SR 2023-24 Vol-3 , P.No -33 ,I No - 5.10(c) ) | Cum | 9042.37 | 9042.37 | 14.75 | False | None | None | False | None | False | 133374.9575 | 0 |
| | 1721822361000 | 0 | None | None | Roads | Wno 15 Construction CC Road from Girimallappa Kaisolagi Home to Sangappa Yedappanavar Home | 254155.13 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3608686 | 131170 | None | code1 | 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. ( PWD SR 2023-24 Vol-3 , P.No -17 ,I No - 3.7 ) | Cum | 108.15 | 108.15 | 19.8 | False | None | None | False | None | False | 2141.37 | 0 | | 3608687 | 131170 | None | code2 | 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 SR 2023-24 Vol-3, P.No -17, I No - 3.6 ) | Cum | 507.79 | 507.79 | 19.8 | False | None | None | False | None | False | 10054.242 | 0 | | 3608688 | 131170 | None | code3 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material ( PWD SR 2023-24 Vol-2, P.No -23, I No - 4.1(v)) | Sqm | 2561.61 | 2561.61 | 14.85 | False | None | None | False | None | False | 38039.9085 | 0 | | 3608689 | 131170 | None | code4 | Providing and laying Cement concrete pavement with 1:2:4 for commercial & residential building floors, hardpaths, footpaths using 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size, including finishing complete as per Engineer incharge ( PWD SR 2023-24 Vol-2 , P.No -59 ,I No - 9.4 ) | Cum | 6865.98 | 6865.98 | 29.7 | False | None | None | False | None | False | 203919.606 | 0 |
| | 1721822361000 | 1 | None | None | Roads | Wno 16 asphlating of road and Construction of CD from JC English Medium School to Danamma Temple | 676264.16 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3608690 | 131171 | None | code1 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m ( PWD SR 2023-24 Vol-1P.No -5 I No - 1.4.1 ) | Cum | 249.26 | 249.26 | 3.2 | False | None | None | False | None | False | 797.632 | 0 | | 3608691 | 131171 | None | code2 | 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. ( PWD SR 2023-24 Vol-3 , P.No -17 ,I No - 3.7 ) | Cum | 108.15 | 108.15 | 107.0 | False | None | None | False | None | False | 11572.05 | 0 | | 3608692 | 131171 | None | code3 | 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 SR 2023-24 Vol-3 , P.No -17 ,I No - 3.6 ) | Cum | 507.79 | 507.79 | 160.5 | False | None | None | False | None | False | 81500.295 | 0 | | 3608693 | 131171 | None | code4 | 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 ( PWD SR 2023-24 Vol-3 , P.No -26 ,I No - 4.17 ) | Cum | 2635.77 | 2635.77 | 107.0 | False | None | None | False | None | False | 282027.39 | 0 | | 3608694 | 131171 | None | code5 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. ( PWD SR 2023-24 Vol-3 , P.No -31 ,I No - 5.1 ) | Sqm | 42.23 | 42.23 | 1070.0 | False | None | None | False | None | False | 45186.1 | 0 | | 3608695 | 131171 | None | code6 | Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. ( PWD SR 2023-24 Vol-3 , P.No -33 ,I No - 5.10(c) | Cum | 9042.37 | 9042.37 | 26.75 | False | None | None | False | None | False | 241883.3975 | 0 | | 3608696 | 131171 | None | code7 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material insingle row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6, 450mm Dia ( PWD SR 2023-24 Vol-2 , P.No -59 ,I No - 9.4 | Mtr | 2659.46 | 2659.46 | 5.0 | False | None | None | False | None | False | 13297.3 | 0 |
| | 1721822361000 | 1 | None | None | Roads | Wno 23 in Kalpad area Asphlating of road and Construction of CD from Raghavendra Badiger Home Pattar Home (Lalsab Temple) | 498402.39 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3608697 | 131172 | None | code1 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m ( PWD SR 2023-24 Vol-1P.No -5 I No - 1.4.1 ) | Cum | 249.26 | 249.26 | 2.8125 | False | None | None | False | None | False | 701.04375 | 0 | | 3608698 | 131172 | None | code2 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ( PWD SR 2021-22 Vol-3,P.No -15 I No - 3.1) | Cum | 87.55 | 87.55 | 2.8125 | False | None | None | False | None | False | 246.234375 | 0 | | 3608699 | 131172 | None | code3 | Providing and laying in position Cement Concrete Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates 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. ( PWD SR 2023-24 Vol-1P.No -15 I No - 2.1.3 ) | Cum | 6168.67 | 6168.67 | 0.375 | False | None | None | False | None | False | 2313.25125 | 0 | | 3608700 | 131172 | None | code4 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (1 cement : 6 coarse sand) Including formwork of Cement Concrete Drain Walls 35% (PWD SR 2023-24 Vol-2 P.No-9 ,I.No-5.1.1) | Cum | 8792.13 | 8792.13 | 1.875 | False | None | None | False | None | False | 16485.24375 | 0 | | 3608701 | 131172 | None | code5 | 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. All other type of structures ( PWD SR 2023-24 Vol- 1 , P.No-41,I No - 2.11.h) | Kg | 81.38 | 81.38 | 93.75 | False | None | None | False | None | False | 7629.375 | 0 | | 3608702 | 131172 | None | code6 | 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. ( PWD SR 2023-24 Vol-3 , P.No -17 ,I No - 3.7 ) | Cum | 108.15 | 108.15 | 72.0 | False | None | None | False | None | False | 7786.8 | 0 | | 3608703 | 131172 | None | code7 | 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 SR 2023-24 Vol-3 , P.No -17 ,I No - 3.6 ) | Cum | 507.79 | 507.79 | 108.0 | False | None | None | False | None | False | 54841.32 | 0 | | 3608704 | 131172 | None | code8 | 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 ( PWD SR 2023-24 Vol-3 , P.No -26 ,I No - 4.17 ) | Cum | 2635.77 | 2635.77 | 72.0 | False | None | None | False | None | False | 189775.44 | 0 | | 3608705 | 131172 | None | code9 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. ( PWD SR 2023-24 Vol-3 , P.No -31 ,I No - 5.1 ) | Sqm | 42.23 | 42.23 | 720.0 | False | None | None | False | None | False | 30405.6 | 0 | | 3608706 | 131172 | None | code10 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. ( PWD SR 2023-24 Vol-3 , P.No -31 ,I No - 5.1 ) | Cum | 10456.56 | 10456.56 | 18.0 | False | None | None | False | None | False | 188218.08 | 0 |
|
|
|---|