tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1722432736000 | 0 | None | None | Roads | CC Road | 1234322.52 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3661918 | 133640 | None | PWD SR 2023-24 VOLUME-1 IT.NO 1.1 | 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.
| Sqm | 95.55 | 95.55 | 605.0 | False | None | None | False | None | False | 57807.75 | 0 | 3661919 | 133640 | None | PWD SR 2023-24 VOLUME-1 IT.NO 1.8 | 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.
| Cum | 497.7 | 497.7 | 90.75 | False | None | None | False | None | False | 45166.275 | 0 | 3661920 | 133640 | None | PWD SR 2023-24 VOLUME-3 IT.NO 4.1(II) | 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 401For Grading -II Material
| Cum | 2688.0 | 2688.0 | 90.75 | False | None | None | False | None | False | 243936.0 | 0 | 3661921 | 133640 | None | PWD SR 2023-24 VOLUME-3 IT.NO 4.18 | 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 withvibratory rollertoachievethedesireddensity.
| Cum | 2686.95 | 2686.95 | 90.75 | False | None | None | False | None | False | 243840.7125 | 0 | 3661922 | 133640 | None | PWD SR 2023-24 VOLUME-3 IT.NO 16.27 | 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 the work.
| Cum | 7091.7 | 7091.7 | 90.75 | False | None | None | False | None | False | 643571.775 | 0 |
| 1722432736000 | 0 | None | None | Roads | CONSTRUCTION OF CD | 290370.47 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3661923 | 133641 | None | Volume-1 Item. No. 1.14.1 of PWD SR for the year | 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
| Cum | 107.1 | 107.1 | 17.49 | False | None | None | False | None | False | 1873.179 | 0 | 3661924 | 133641 | None | Volume-1 Item. No. 2.1.3 of PWD SR for the year 20 | Providing and laying in position plain 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates
| Cum | 6288.45 | 6288.45 | 1.68 | False | None | None | False | None | False | 10564.596 | 0 | 3661925 | 133641 | None | Volume-1 Item. No. 2.4.1 of PWD SR for the year 20 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. 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 necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 6724.2 | 6724.2 | 3.51 | False | None | None | False | None | False | 23601.942 | 0 | 3661926 | 133641 | None | Volume-1 Item. No. 1.8 of PWD SR for the year 2023 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. 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. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.
| Cum | 6961.5 | 6961.5 | 13.84 | False | None | None | False | None | False | 96347.16 | 0 | 3661927 | 133641 | None | Volume-3 Item. No. 2.11.H of PWD SR for the year 2 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.
| MT | 77398.7 | 77398.7 | 0.69 | False | None | None | False | None | False | 53405.103 | 0 | 3661928 | 133641 | None | Volume-3 Item. No. 16.15B of PWD SR for the year 2 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single 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.
| m | 8355.9 | 8355.9 | 7.5 | False | None | None | False | None | False | 62669.25 | 0 | 3661929 | 133641 | None | Volume-1 Item. No. 1.8 of PWD SR for the year 2023 | 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.
| Cum | 497.7 | 497.7 | 62.1 | False | None | None | False | None | False | 30907.17 | 0 | 3661930 | 133641 | None | PWD SR 2023-24 VOLUME-3 IT.NO 8.8 | Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
| Sqm | 10187.1 | 10187.1 | 1.08 | False | None | None | False | None | False | 11002.068 | 0 |
|
|
---|