1727148606000 | 0 | None | None | Other Works | Construction of Road and drain in Landfill site in the limits of Machhe TP | 2381805.34 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4061047 | 157842 | None | 001 | Manual Means: Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Buildings & Bridges and such similar 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 selectedstuff for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, tools & other appurtenaces required to complete the work | Cum | 254.1 | 254.1 | 202.73 | False | None | None | False | None | False | 51513.693 | 0 | 4061048 | 157842 | None | 002 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 202.73 | False | None | None | False | None | False | 18093.6525 | 0 | 4061049 | 157842 | None | 003 | 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 | Cum | 5947.2 | 5947.2 | 31.8 | False | None | None | False | None | False | 189120.96 | 0 | 4061050 | 157842 | None | 004 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 | 8962.85 | 8962.85 | 51.68 | False | None | None | False | None | False | 463200.088 | 0 | 4061051 | 157842 | None | 005 | 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 | Tonne | 82961.55 | 82961.55 | 2.08 | False | None | None | False | None | False | 172560.024 | 0 | 4061052 | 157842 | None | 006 | Clearing and Grubbing Road Land.Clearing and grubbing road land including uprooting rank vegetation, rass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and isposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness ii) By Mechanical Means using Dozer a In area of light jungle (PWD CSR 2023-24 vol-3 P.No 9 I.No 2.5 (ii)A | Sqm | 412.65 | 412.65 | 10.32 | False | None | None | False | None | False | 4258.548 | 0 | 4061053 | 157842 | None | 007 | 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. [PWD Common DSR 2023-24 Volume 3, P No: 17 I.No:3.7] | Cum | 110.25 | 110.25 | 309.59 | False | None | None | False | None | False | 34132.2975 | 0 | 4061054 | 157842 | None | 008 | Construction of Embankment 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, preading,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 CSR 2021-22 VOL-1 P.NO. 7 I.NO 1.8) | Cum | 497.7 | 497.7 | 378.4 | False | None | None | False | None | False | 188329.68 | 0 | 4061055 | 157842 | None | 009 | Construction of granular sub-base using crusher run spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 PWD SR 2023-24 Vol 2 P No 23 I NO 4.3 | Cum | 2418.15 | 2418.15 | 103.2 | False | None | None | False | None | False | 249553.08 | 0 | 4061056 | 157842 | None | 010 | 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 Vol 3 P No 26 I NO 4.17 | Cum | 2686.95 | 2686.95 | 172.0 | False | None | None | False | None | False | 462155.4 | 0 | 4061057 | 157842 | None | 011 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70
kg/m2 using mechanical means PWD SR 2023-24 Vol 3 P No 31 I NO 5.1 | Sqm | 43.05 | 43.05 | 688.0 | False | None | None | False | None | False | 29618.4 | 0 | 4061058 | 157842 | None | 012 | Tack coat on Granular surface treated with primer : Providing and applying tack coat with RS 1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 Kg/m2 on the prepared bituminous surface cleaned with machanical broom [PWD Common DSR 2023-24 Volume 3, P No: 31 I.No: 5.4(ii )] | Sqm | 14.7 | 14.7 | 688.0 | False | None | None | False | None | False | 10113.6 | 0 | 4061059 | 157842 | None | 013 | Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction PWD SR 2023-24 Vol 2 P No 33 I NO5.9 ii C | Cum | 8284.5 | 8284.5 | 34.4 | False | None | None | False | None | False | 284986.8 | 0 | 4061060 | 157842 | None | 014 | Semi Dense Bituminous Concrete: Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. specification clause No. 507 complete in all respects [PWD Common DSR 2023-24 Vol-3, P No 43 I No 5.31 ,RC-37:2018) | Cum | 10659.6 | 10659.6 | 17.2 | False | None | None | False | None | False | 183345.12 | 0 | 4061061 | 157842 | None | 015 | Laying Cement Concrete Pipe NP3 (burried conduits) of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfill concrete and masonary works, head wall and parapets PWD SR 2023-24 VOL-3 P NO- 147 I NO -16.17 | m | 2721.6 | 2721.6 | 15.0 | False | None | None | False | None | False | 40824.0 | 0 |
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