| 1725020234000 | 0 | None | None | Other Works | Construction CC Drain and Duck Slab near Shree Yellammadevi temple at ward no 18. Construction of CC Drain and duck slab behind Kurubarashreni School.Construction of CC Road from Hosabagilu mule road to Bus stand Duck Slab and Construction of Duck Slab near Mathighatta gate Nataraj Samil at Ward No 10. Development of Kalyani near Haleyuru Anjaneya Swamy Temple | 1350267.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3889555 | 149457 | None | code01 | 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
P.No.8, I.No.1.12 (PWD SR 2023-24 Vol-1) | Cum | 97.85 | 97.85 | 137.37 | False | None | None | False | None | False | 13441.6545 | 0 | | 3889556 | 149457 | None | code02 | 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
P.No.8, I.No.1.14.1 (PWD SR 2023-24 Vol-1) | Cum | 105.06 | 105.06 | 71.4 | False | None | None | False | None | False | 7501.284 | 0 | | 3889557 | 149457 | None | code03 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work.
In all kinds of soils Depth upto 1.5 m
P.No.5, I.No.1.4.1 (PWD SR 2023-24 Vol-1) | Cum | 249.26 | 249.26 | 30.6 | False | None | None | False | None | False | 7627.356 | 0 | | 3889558 | 149457 | None | code04 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work
P.No.17, I.No.3.1 (PWD SR 2023-24 Vol-3) | Cum | 87.55 | 87.55 | 137.37 | False | None | None | False | None | False | 12026.7435 | 0 | | 3889559 | 149457 | None | code05 | 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
P.No.17, I.No.3.6 (PWD SR 2023-24 Vol-3) | Cum | 507.79 | 507.79 | 15.3 | False | None | None | False | None | False | 7769.187 | 0 | | 3889560 | 149457 | None | code06 | Compacting Original Ground
Compacting original ground supporting embankment
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
P.No.17, I.No.3.7 (PWD SR 2023-24 Vol-3) | Cum | 108.15 | 108.15 | 56.99 | False | None | None | False | None | False | 6163.4685 | 0 | | 3889561 | 149457 | None | code07 | Wet Mix Macadam (Plant Mix Method)
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.
P.No.26, I.No.4.17 (PWD SR 2023-24 Vol-3) | Cum | 2635.77 | 2635.77 | 56.99 | False | None | None | False | None | False | 150212.5323 | 0 | | 3889562 | 149457 | None | code08 | 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.
P.No.149, I.No.16.28 (PWD SR 2023-24 Vol-3) | Cum | 6956.62 | 6956.62 | 56.99 | False | None | None | False | None | False | 396457.7738 | 0 | | 3889563 | 149457 | None | code09 | 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 i n 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 40 mm nominal size graded crushed coarse aggregates
P.No.15, I.No.2.1.3 (PWD SR 2023-24 Vol-1) | Cum | 6168.67 | 6168.67 | 17.0 | False | None | None | False | None | False | 104867.39 | 0 | | 3889564 | 149457 | None | code10 | 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
Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates
P.No.16, I.No.2.4.1 (PWD SR 2023-24 Vol-1) | Cum | 6596.12 | 6596.12 | 35.25 | False | None | None | False | None | False | 232513.23 | 0 | | 3889565 | 149457 | None | code11 | Steel Fabrication
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
P.No.18, I.No.2.11(h) (PWD SR 2023-24 Vol-1) | Tonne | 81381.33 | 81381.33 | 2.02 | False | None | None | False | None | False | 164390.2866 | 0 | | 3889566 | 149457 | None | code12 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications
P.No.7, I.No.1.10 (PWD SR 2023-24 Vol-1) | Cum | 164.8 | 164.8 | 40.0 | False | None | None | False | None | False | 6592.0 | 0 | | 3889567 | 149457 | None | code11 | Removing dry stone rock- toe / rivetment and filter layers below rocktoe / rivetment including stacking all materials separately as directed with all other ancillary operations complete
P.No.102, I.No.8.10 (MI SR 2023-24 Vol-4) | Cum | 325.48 | 325.48 | 121.5 | False | None | None | False | None | False | 39545.82 | 0 | | 3889568 | 149457 | None | code12 | Re-constructing 600 mm thick hand packed rough stone revetment with through stones at 1.50 m c/c over a backing of 450 mm thick graded filter media consisting of sand, 10 mm and 40 mm down graded aggregates satisfying specified filter criteria laid in layers of 150
mm thick each using sand from approved quarry and stones and filter aggregates obtained from revetment removed for re-construction including cost of sand, labour, laying filter and stones to specified slopes, wedging with stone chips, finishing surface with all other ancillary operations complete.
P.No.103, I.No.8.11 (MI SR 2023-24 Vol-4) | Sqm | 574.74 | 574.74 | 350.0 | False | None | None | False | None | False | 201159.0 | 0 |
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