tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1726910999000 | 1 | None | None | Roads | Construction of C.C Road from Huchhavva.B.Pujar house to Ramappa Madar house in W.No 23 of TMC RON | 223924.32 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4047077 | 157089 | None | code no 2 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/ Soft rock & 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 the work (PWD SR 2023-24 Vol-1 ,P.No. 8 , I.No.1.14 ) | Cum | 105.06 | 105.06 | 25.2 | False | None | None | False | None | False | 2647.512 | 0 | 4047078 | 157089 | None | code no 3 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (PWD SR 2023-24 Vol-1 , I.No. 1.8 P no-8 ) | Cum | 488.22 | 488.22 | 12.6 | False | None | None | False | None | False | 6151.572 | 0 | 4047079 | 157089 | None | code no 5 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401.For Grading -II Material ( PWD SR 2023-24 Vol-3, I.No.4.20 (ii) ,P.no- ) | Cum | 2504.96 | 2504.96 | 8.4 | False | None | None | False | None | False | 21041.664 | 0 | 4047080 | 157089 | None | code no 6 | 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, I.No-4.17 ,P no-26 ) | Cum | 2635.77 | 2635.77 | 8.4 | False | None | None | False | None | False | 22140.468 | 0 | 4047081 | 157089 | None | code no 7 | 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. ( PWD SR 2023-24 Vol-3, I.No-16.27 ,P no-148 ) | Cum | 6565.22 | 6565.22 | 26.19 | False | None | None | False | None | False | 171943.1118 | 0 |
| 1726910999000 | 1 | None | None | Roads | Construction of C.C Road From Madiyappa Hiremani House Susheelava Hiremani House in Babu jagjeevan ram nagar at WNO.09 of TMC RON | 130910.49 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4047082 | 157090 | None | code no 7 | 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. ( PWD SR 2023-24 Vol-3, I.No-16.27 ,P no-148 ) | Cum | 6565.22 | 6565.22 | 19.94 | False | None | None | False | None | False | 130910.4868 | 0 |
| 1726910999000 | 0 | None | None | Roads | Construction of CC Road WNO 09 AND 23 of TMC RON | 354834.81 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4047083 | 157091 | None | code no 2 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/ Soft rock & 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 the work (PWD SR 2023-24 Vol-1 ,P.No. 8 , I.No.1.14 ) | Cum | 105.06 | 105.06 | 25.2 | False | None | None | False | None | False | 2647.512 | 0 | 4047084 | 157091 | None | code no 7 | 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. ( PWD SR 2023-24 Vol-3, I.No-16.27 ,P no-148 ) | Cum | 6565.22 | 6565.22 | 19.94 | False | None | None | False | None | False | 130910.4868 | 0 | 4047085 | 157091 | None | code no 3 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (PWD SR 2023-24 Vol-1 , I.No. 1.8 P no-8 ) | Cum | 488.22 | 488.22 | 12.6 | False | None | None | False | None | False | 6151.572 | 0 | 4047086 | 157091 | None | code no 5 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401.For Grading -II Material ( PWD SR 2023-24 Vol-3, I.No.4.20 (ii) ,P.no- ) | Cum | 2504.96 | 2504.96 | 8.4 | False | None | None | False | None | False | 21041.664 | 0 | 4047087 | 157091 | None | code no 6 | 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, I.No-4.17 ,P no-26 ) | Cum | 2635.77 | 2635.77 | 8.4 | False | None | None | False | None | False | 22140.468 | 0 | 4047088 | 157091 | None | code no 7 | 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. ( PWD SR 2023-24 Vol-3, I.No-16.27 ,P no-148 ) | Cum | 6565.22 | 6565.22 | 26.19 | False | None | None | False | None | False | 171943.1118 | 0 |
|
|
---|