| 1707303874000 | 0 | None | None | Roads | Construction of CC road Siddharth nagar (Challi) at W.No.43 in Kalaburagi City. 2023-24 SFC CAPITAL ASSET (GENERAL) | 1259840.35 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2497555 | 75698 | None | 1.12 | 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. (PWD SR 2023-24 V-1 Item no. 1.12 Page no. 8) | Cum | 99.75 | 99.75 | 338.4 | False | None | None | False | None | False | 33755.4 | 0 | | 2497556 | 75698 | None | 3.7 | 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. (PWD SR 2023-24 V-3 Item no. 3.7 Page no. 15) | Cum | 110.25 | 110.25 | 126.9 | False | None | None | False | None | False | 13990.725 | 0 | | 2497557 | 75698 | None | 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. (PWD SR 2023-24 V-1 Item no. 1.8 Page no. 7) | Cum | 497.7 | 497.7 | 152.28 | False | None | None | False | None | False | 75789.756 | 0 | | 2497558 | 75698 | None | 4.27 | 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 V-3 Item no. 4.27 Page no. 26) | Cum | 2686.95 | 2686.95 | 80.84 | False | None | None | False | None | False | 217213.038 | 0 | | 2497559 | 75698 | None | 16.28 | 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 M30 (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 V-3 Item no. 16.28 Page no.149) | Cum | 7091.7 | 7091.7 | 112.8 | False | None | None | False | None | False | 799943.76 | 0 | | 2497560 | 75698 | None | 27.1 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. (PWD SR 2023-24 V-5 Item no. 27.1 Page no.193) | Each | 8577.45 | 8577.45 | 5.0 | False | None | None | False | None | False | 42887.25 | 0 | | 2497561 | 75698 | None | 2.8 | 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 (PWD SR 2023-24 V-3 Item no. 2.8(a) Page no.10) | Cum | 754.95 | 754.95 | 1.42 | False | None | None | False | None | False | 1072.029 | 0 | | 2497562 | 75698 | None | 2.1.4 | 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 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 V-1 Item no. 2.1.4 Page no.15) | Cum | 6527.85 | 6527.85 | 0.47 | False | None | None | False | None | False | 3068.0895 | 0 | | 2497563 | 75698 | None | 2.4.2 | 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 SR 2023-24 V-1 Item no. 2.4.2 Page no.15) | Cum | 6639.15 | 6639.15 | 3.55 | False | None | None | False | None | False | 23568.9825 | 0 | | 2497564 | 75698 | None | 3.0 | Adding 35 Percentage Additional on finished rate of Cement Concrete Drain Walls per m3 for Formwork, Centering & Scaffolding. (As per PWD SR 2023-24 VOL-I,Appendix I,Sl.No:-3,Pg No:-111) | Sqm | 2323.7 | 2323.7 | 1.71 | False | None | None | False | None | False | 3973.527 | 0 | | 2497565 | 75698 | None | 3.0 | Adding 5 Percentage Additional on finished rate of Foundation, Sub structure of Cross drainages per m3 for Formwork, Centering & Scaffolding. (As per PWD SR 2023-24 VOL-I,Appendix I,Sl.No:-3,Pg No:-111) | Sqm | 331.96 | 331.96 | 1.05 | False | None | None | False | None | False | 348.558 | 0 | | 2497566 | 75698 | None | 2.11H | 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification (As per PWD SR 2023-24 VOL-I,Appendix I,Sl.No:-3,Pg No:-111) | Tonne | 82961.55 | 82961.55 | 0.28 | False | None | None | False | None | False | 23229.234 | 0 | | 2497567 | 75698 | None | 19.88 | KSRRB M300- Planting of trees and their maintenance for one year KSRRB M300-9. Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year complete as per specifications. MORTH Specification No. 307 (As per PWD SR 2018-19 Sl.No:-19.88) | Each | 1050.0 | 1050.0 | 20.0 | False | None | None | False | None | False | 21000.0 | 0 |
|