| 1719320618000 | 0 | None | None | Roads | CONSTRUCTION OF CC ROAD AT WARD NO 08AND 04AND 06 ANDAND 19 AND 20 AND CONSTRUCTION OF CC DRAIN AT WARD NO 08 | 2241278.51 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3353015 | 117936 | None | PWD SR 2023-24 Vol:1 P.NO.8 I.No:1.12) | Earth work in surface excavation by mechanical means for lowering & levelin 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.
In all kinds of soils upto 300 mm depth | Cum | 117.7 | 117.7 | 386.4 | False | None | None | False | None | False | 45479.28 | 0 | | 3353016 | 117936 | None | PWD SR 2023-24 vol-1 Pg no-7 I.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 | 587.28 | 587.28 | 193.2 | False | None | None | False | None | False | 113462.496 | 0 | | 3353017 | 117936 | None | PWD SR 2023-24 Vol:3 P.NO.26 I.No:4.17 | 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. | Cum | 3170.6 | 3170.6 | 128.799 | False | None | None | False | None | False | 408370.1094 | 0 | | 3353018 | 117936 | None | PWD SR 2023-24 vol-3 page no-148 I.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:383:2016, 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 latevibrators 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 | 7897.38 | 7897.38 | 193.2 | False | None | None | False | None | False | 1525773.816 | 0 | | 3353019 | 117936 | None | PWD SR 2023-24 Vol:1P.NO.5 I.No1.4.1 | 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 | Cum | 299.83 | 299.83 | 23.12 | False | None | None | False | None | False | 6932.0696 | 0 | | 3353020 | 117936 | None | PWD SR 2023-24 VOL-3 Page No- 17 I.N-3.1(301) | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 105.31 | 105.31 | 23.12 | False | None | None | False | None | False | 2434.7672 | 0 | | 3353021 | 117936 | None | PWD SR 2023-24 Vol:1P.NO.15 I.No2.1.3 | 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 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7420.37 | 7420.37 | 2.21 | False | None | None | False | None | False | 16399.0177 | 0 | | 3353022 | 117936 | None | PWD SR 2023-24 Vol:1P.NO.17 I.No2.4.2 | 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 lasticisers, 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 | 7834.19 | 7834.19 | 8.25 | False | None | None | False | None | False | 64632.0675 | 0 | | 3353023 | 117936 | None | PWD SR 2023-24 Vol:2 P.NO.111 | Form Work As per recommendations of Technical working group,
rates for formwork shall be added on percentage basis to the finished concrete item rate. For drain form works consider 35% | Cum | 2741.96 | 2741.96 | 8.25 | False | None | None | False | None | False | 22621.17 | 0 | | 3353024 | 117936 | None | PWD SR 2023-24 Vol:1 P.NO.18 I.No: 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 / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification
All other type of structures | Tonne | 97894.6 | 97894.6 | 0.349 | False | None | None | False | None | False | 34165.2154 | 0 | | 3353025 | 117936 | None | PWD SR 2023-24 vol-1 Pg no-7 I.No-1.9 | Filling available excavated 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 | 329.57 | 329.57 | 3.06 | False | None | None | False | None | False | 1008.4842 | 0 |
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