| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1707835215000 | 0 | None | None | Roads | P11Providing and laying of Pavers at W.No. 19. 2Construction of BT Road at W.No. 19 in Koppal City Limit. (W.No. 19) | 524393.1 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2580996 | 79880 | None | code01 | 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 [Valum-1-P- 8, I- 1.14.1) | Cum | 76.65 | 76.65 | 103.5 | False | None | None | False | None | False | 7933.275 | 0 | | 2580997 | 79880 | 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. 300-2P | Cum | 433.65 | 433.65 | 34.5 | False | None | None | False | None | False | 14960.925 | 0 | | 2580998 | 79880 | None | code03 | 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 MoRT&H Spec.406 | Cum | 2513.7 | 2513.7 | 34.5 | False | None | None | False | None | False | 86722.65 | 0 | | 2580999 | 79880 | None | code04 | Providing and laying heavy duty cobble stones 75mm 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. | Sqm | 1202.25 | 1202.25 | 345.0 | False | None | None | False | None | False | 414776.25 | 0 |
| | 1707835215000 | 0 | None | None | Roads | P11Providing and laying of Pavers at W.No. 19. 2Construction of BT Road at W.No. 19 in Koppal City Limit. (W.No. 19) | 685692.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2581000 | 79881 | None | code01 | 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 | Cum | 107.1 | 107.1 | 96.0 | False | None | None | False | None | False | 10281.6 | 0 | | 2581001 | 79881 | 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 | Cum | 517.65 | 517.65 | 144.0 | False | None | None | False | None | False | 74541.6 | 0 | | 2581002 | 79881 | None | code03 | 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 A Plant Mix Method (v) For Grading -V Material Ref. to MoRT&H : IRC 401 | Cum | 2611.35 | 2611.35 | 48.0 | False | None | None | False | None | False | 125344.8 | 0 | | 2581003 | 79881 | 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. | Cum | 2686.95 | 2686.95 | 72.0 | False | None | None | False | None | False | 193460.4 | 0 | | 2581004 | 79881 | None | code05 | Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% 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 | Cum | 7835.1 | 7835.1 | 24.0 | False | None | None | False | None | False | 188042.4 | 0 | | 2581005 | 79881 | None | code06 | 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. | Cum | 7835.1 | 7835.1 | 12.0 | False | None | None | False | None | False | 94021.2 | 0 |
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