| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1722519264000 | 0 | None | None | Roads | Construction of C C Road at ward no 3 in the limit of TMC Terdal | 336933.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3670477 | 134059 | None | 001 | 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 2023-24 VOL-3, P.NO.-17, I.NO-3.7
| Cum | 108.15 | 108.15 | 32.2 | False | None | None | False | None | False | 3482.43 | 0 | | 3670478 | 134059 | None | 002 | 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 2023-24 VOL-3, P.NO -18, I.NO-3.6
| Cum | 507.79 | 507.79 | 32.2 | False | None | None | False | None | False | 16350.838 | 0 | | 3670479 | 134059 | None | 003 | 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 2023-24 VOL-3, P.NO -148, I.NO- 16.27
| Cum | 6565.22 | 6565.22 | 48.3 | False | None | None | False | None | False | 317100.126 | 0 |
| | 1722519264000 | 0 | None | None | Roads | Construction of C C Road and CD at ward 19 in the limit of TMC Terdal | 337202.6 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3670480 | 134060 | None | 001 | 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 2023-24 VOL-3, P.NO.-17, I.NO-3.7
| Cum | 108.15 | 108.15 | 25.2 | False | None | None | False | None | False | 2725.38 | 0 | | 3670481 | 134060 | None | 002 | 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 2023-24 VOL-3, P.NO -18, I.NO-3.6
| Cum | 507.79 | 507.79 | 16.8 | False | None | None | False | None | False | 8530.872 | 0 | | 3670482 | 134060 | None | 003 | 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 2023-24 VOL-3, P.NO -148, I.NO- 16.27
| Cum | 6565.22 | 6565.22 | 25.2 | False | None | None | False | None | False | 165443.544 | 0 | | 3670483 | 134060 | None | 004 | 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 Cement Concrete Grade M-15 & M-20 Vol-3 SR 2023-24, I.No.2.7.1. P.No 10
| Cum | 960.99 | 960.99 | 8.1 | False | None | None | False | None | False | 7784.019 | 0 | | 3670484 | 134060 | None | 005 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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. 1.5 m Vol-1 SR 2023-24, I.No.1.5.1. P.No 6
| Cum | 307.97 | 307.97 | 14.0 | False | None | None | False | None | False | 4311.58 | 0 | | 3670485 | 134060 | None | 006 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates.Vol-1 SR 2023-24, It.No.2.1.2, P.No 13,
| Cum | 5833.92 | 5833.92 | 2.4 | False | None | None | False | None | False | 14001.408 | 0 | | 3670486 | 134060 | None | 007 | Providing and laying in position 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 necessary, 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 appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD DSR 2023-24 VOL-1, P.NO.-16, I.NO-2.4.2
| Cum | 6512.69 | 6512.69 | 10.2 | False | None | None | False | None | False | 66429.438 | 0 | | 3670487 | 134060 | None | 008 | Form Work : As per recommendation of Technical working group, rates for form work shall be added on percentage basis to the finished concrete item rate for drain form works consider 5%
| Cum | 2213.05 | 2213.05 | 10.2 | False | None | None | False | None | False | 22573.11 | 0 | | 3670488 | 134060 | None | 009 | 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 Sub structure of Bridges PWD DSR 2023-24 VOL-1, P.NO.-18, I.NO-2.11 C
| Tonne | 89025.99 | 89025.99 | 0.51 | False | None | None | False | None | False | 45403.2549 | 0 |
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