tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1722263392000 | 0 | None | None | Roads | CC Drain | 638870.27 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3640409 | 132575 | None | DSR 2023-24 Vol-1 It. No.1.14.1 Pg. No. 8 | 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 | 129.68 | False | None | None | False | None | False | 13888.728 | 0 | 3640410 | 132575 | None | DSR 2023-24 Vol-1 It. No.2.1.4 Pg. No. 15 | 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 achinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 6527.85 | 6527.85 | 19.95 | False | None | None | False | None | False | 130230.6075 | 0 | 3640411 | 132575 | None | DSR 2023-24 Vol-1 It. No.2.4.2 Pg. No. 16 | 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
| Cum | 6955.3 | 6955.3 | 37.47 | False | None | None | False | None | False | 260615.091 | 0 | 3640412 | 132575 | None | DSR 2023-24 Vol-1 It. No.2.11.h Pg. No. 18 | 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
| Tonne | 82961.55 | 82961.55 | 2.62 | False | None | None | False | None | False | 217359.261 | 0 | 3640413 | 132575 | None | DSR 2023-24 Vol-1 It. No.1.11 Pg. No.7 | Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
| Cum | 454.65 | 454.65 | 36.9 | False | None | None | False | None | False | 16776.585 | 0 |
| 1722263392000 | 0 | None | None | Roads | CC Road | 1902939.42 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3640414 | 132576 | None | DSR 2023-24 Vol-3 It. No.2.19 Pg. No. 12 | Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately
| Cum | 591.15 | 591.15 | 100.46 | False | None | None | False | None | False | 59386.929 | 0 | 3640415 | 132576 | None | DSR 2023-24 Vol-1 It. No.1.12 Pg. No. 8 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto 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.
| Cum | 99.75 | 99.75 | 365.01 | False | None | None | False | None | False | 36409.7475 | 0 | 3640416 | 132576 | None | DSR 2023-24 Vol-3 It. No.3.6 Pg. No. 17 | Construction of Subgrade and Earthen Shoulders 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 | 182.5 | False | None | None | False | None | False | 94471.125 | 0 | 3640417 | 132576 | None | DSR 2023-24 Vol-3 It. No.4.1 (iii) Pg. No. 23 | 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 -III Material
| Cum | 2636.55 | 2636.55 | 91.25 | False | None | None | False | None | False | 240585.1875 | 0 | 3640418 | 132576 | None | DSR 2023-24 Vol-3 It. No.4.17 Pg. No. 26 | 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 | 114.87 | False | None | None | False | None | False | 308649.9465 | 0 | 3640419 | 132576 | None | DSR 2023-24 Vol-3 It. No.16.27 Pg. No. 148 | 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 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 | 6692.7 | 6692.7 | 172.31 | False | None | None | False | None | False | 1153219.137 | 0 | 3640420 | 132576 | None | DSR 2023-24 Vol-3 It. No. 8.7 Pg. No. 65 | Providing and erecting direction and place identification retroreflectorised 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 not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm 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 | 9460.5 | 9460.5 | 1.08 | False | None | None | False | None | False | 10217.34 | 0 |
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