| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1716551369000 | 0 | None | None | Roads | ROADS | 264039306.88 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3161790 | 108854 | None | PWD Item No.VOL-III-2.6 Page No. 9 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal 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. By Mechanical Means using Motor Grader. In area of light jungle ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | 100 Sqm | 357.0 | 357.0 | 167.11 | False | None | None | False | None | False | 59658.27 | 0 | | 3161791 | 108854 | None | PWD Item No.VOL-III-2.1-A-i Page No. 9 | Cutting of Trees, excluding removal of stumps and roots of tree a) Girth above 300 mm to 600 mm ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 624.75 | 624.75 | 35.0 | False | None | None | False | None | False | 21866.25 | 0 | | 3161792 | 108854 | None | PWD Item No.VOL-III-2.1-A-ii Page No. | Cutting of Trees, excluding removal of stumps and roots of tree a) Girth above 600 mm to 900 mm ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 993.3 | 993.3 | 30.0 | False | None | None | False | None | False | 29799.0 | 0 | | 3161793 | 108854 | None | PWD Item No.VOL-III-2.1-A-iii Page No. 9) | Cutting of Trees, excluding removal of stumps and roots of tree a) Girth above 900 mm to 1800 mm ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 1859.55 | 1859.55 | 30.0 | False | None | None | False | None | False | 55786.5 | 0 | | 3161794 | 108854 | None | PWD CSR 2023-24 VOL-I-1.12 Page 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.-In all kinds of soils upto 300 mm depth) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 99.75 | 99.75 | 17059.35 | False | None | None | False | None | False | 1701670.1625 | 0 | | 3161795 | 108854 | None | PWD CSR-2023-24 VOL-I-1.13 Page No. 8) | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/Soft rock & 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 Ordinary/Soft rock upto 300 mm depth ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 380.1 | 380.1 | 7311.15 | False | None | None | False | None | False | 2778968.115 | 0 | | 3161796 | 108854 | None | PWD CSR 2023-2 Item No.VOL-I-1.14.1 Page 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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 7130.16 | False | None | None | False | None | False | 763640.136 | 0 | | 3161797 | 108854 | None | PWD CSR 2023-24 VOL-III-3.7 Page No. 17 | 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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 110.25 | 110.25 | 13323.74 | False | None | None | False | None | False | 1468942.335 | 0 | | 3161798 | 108854 | None | PWD CSR-2023-24 VOL-I-1.7 Page No. 33 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 124.95 | 124.95 | 14688.56 | False | None | None | False | None | False | 1835335.572 | 0 | | 3161799 | 108854 | None | PWD CSR-2023-24 VOL-I-1.8 Page No. 34 | 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) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 497.7 | 497.7 | 37533.95 | False | None | None | False | None | False | 18680646.915 | 0 | | 3161800 | 108854 | None | PWD CSR 2023-24 VOL-III-3.6 Page No.17 | 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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 517.65 | 517.65 | 54328.81 | False | None | None | False | None | False | 28123308.4965 | 0 | | 3161801 | 108854 | None | PWD CSR 2023-24 VOL-III-4.1-A (v) Page N 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 -V Material ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2611.35 | 2611.35 | 13060.15 | False | None | None | False | None | False | 34104622.7025 | 0 | | 3161802 | 108854 | None | PWD CSR 2023-24 VOL-III-6.1 Page No. 49 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 5166.0 | 5166.0 | 8291.4 | False | None | None | False | None | False | 42833372.4 | 0 | | 3161803 | 108854 | None | PWD CSR 2023-24 VOL-III-6.2.1 Page No. 49 | Construction of M40 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 9514.05 | 9514.05 | 13830.25 | False | None | None | False | None | False | 131581690.0125 | 0 |
| | 1716551369000 | 0 | None | None | Roads | UTILITY DUCT CHAMBER | 4707269.58 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3161804 | 108855 | None | PWD CSR 2023-24 VOL-I-1.14.1 Page 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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 229.82 | False | None | None | False | None | False | 24613.722 | 0 | | 3161805 | 108855 | None | PWD CSR 2023-24 VOL-I-1.15.1 Page 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 ordinary/soft rock without blasting upto 1.5 m depth ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 381.15 | 381.15 | 98.5 | False | None | None | False | None | False | 37543.275 | 0 | | 3161806 | 108855 | None | PWD CSR N2023-24 VOL-I-2.1.3 Page No.59 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)-Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 26.88 | False | None | None | False | None | False | 169033.536 | 0 | | 3161807 | 108855 | None | PWD CSR2023-24 VOL-I-2.4.3 Page No. 16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6652.8 | 6652.8 | 120.96 | False | None | None | False | None | False | 804722.688 | 0 | | 3161808 | 108855 | None | PWD CSR Common SR-2023-24 VOL-I-2.11.h Page No. 1 | 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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 82961.55 | 82961.55 | 8.47 | False | None | None | False | None | False | 702684.3285 | 0 | | 3161809 | 108855 | None | PWD CSR 2023-24 VOL-I-1.9 Page No. 7 | 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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum / KM | 279.3 | 279.3 | 124.03 | False | None | None | False | None | False | 34641.579 | 0 | | 3161810 | 108855 | None | PWD CSR 023-24 VOL-I-2.1.4 Page No. 15 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately). Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6527.85 | 6527.85 | 1.08 | False | None | None | False | None | False | 7050.078 | 0 | | 3161811 | 108855 | None | PWD CSR 2023-24 VOL-I-1.14.1 Page No. 8CUM | 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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 356.83 | False | None | None | False | None | False | 38216.493 | 0 | | 3161812 | 108855 | None | PWD CSR 2023-24 VOL-I-1.3 Page No. 5 | Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 185.85 | 185.85 | 152.93 | False | None | None | False | None | False | 28422.0405 | 0 | | 3161813 | 108855 | None | PWD CSR 2023-24 VOL-I-2.1.3 Page No.59 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)-Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 35.9 | False | None | None | False | None | False | 225755.355 | 0 | | 3161814 | 108855 | None | PWD CSR 2023-24 VOL-I-2.4.3 Page No. 16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6652.8 | 6652.8 | 207.36 | False | None | None | False | None | False | 1379524.608 | 0 | | 3161815 | 108855 | None | PWD CSR 2023-24 VOL-I-2.11.h Page 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. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 82961.55 | 82961.55 | 13.48 | False | None | None | False | None | False | 1118321.694 | 0 | | 3161816 | 108855 | None | PWD CSR 2023-24 VOL-I-1.9 Page No. 7 | 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
---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 279.3 | 279.3 | 98.56 | False | None | None | False | None | False | 27527.808 | 0 | | 3161817 | 108855 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 5% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 332.64 | 332.64 | 120.96 | False | None | None | False | None | False | 40236.1344 | 0 | | 3161818 | 108855 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 5% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 332.64 | 332.64 | 207.36 | False | None | None | False | None | False | 68976.2304 | 0 |
| | 1716551369000 | 0 | None | None | Roads | JUNCTION IMPROVEMENT | 16864240.92 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3161819 | 108856 | None | PWD CSR 2023-24 VOL-III-2.6 Page No. 9 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal 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. By Mechanical Means using Motor Grader. In area of light jungle ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | 100 Sqm | 357.0 | 357.0 | 24.27 | False | None | None | False | None | False | 8664.39 | 0 | | 3161820 | 108856 | None | PWD CSR 2023-23 VOL-I-1.12 Page 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.-In all kinds of soils upto 300 mm depth ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 99.75 | 99.75 | 871.14 | False | None | None | False | None | False | 86896.215 | 0 | | 3161821 | 108856 | None | PWD CSR 2023-24 VOL-III-3.7 Page No. 17 | 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. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 110.25 | 110.25 | 621.99 | False | None | None | False | None | False | 68574.3975 | 0 | | 3161822 | 108856 | None | PWD CSR 2023-24 VOL-III-4.1-A (v) Page 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 -V Material
---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2611.35 | 2611.35 | 608.04 | False | None | None | False | None | False | 1587805.254 | 0 | | 3161823 | 108856 | None | PWD CSR 2023-24 VOL-III-6.1 Page No. 49 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 5166.0 | 5166.0 | 608.04 | False | None | None | False | None | False | 3141134.64 | 0 | | 3161824 | 108856 | None | PWD CSR 2023-24 VOL-III-6.2.1 Page No. 49 | Construction of M40 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 9514.05 | 9514.05 | 1216.08 | False | None | None | False | None | False | 11569845.924 | 0 | | 3161825 | 108856 | None | PWD CSR 2023-24 VOL-I-2.1.3 Page No.59 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)-Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 15.03 | False | None | None | False | None | False | 94515.4035 | 0 | | 3161826 | 108856 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 5% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 19.48 | 19.48 | 451.0 | False | None | None | False | None | False | 8785.48 | 0 | | 3161827 | 108856 | None | PWD CSR 2023-24 VOL-III-8.2.b Page No. 63 | Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409. Cast in Situ Cement Concrete M 20 Kerb with Channel
---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | m | 389.55 | 389.55 | 451.0 | False | None | None | False | None | False | 175687.05 | 0 | | 3161828 | 108856 | None | PWD CSR 2023-24 Item No.VOL-III-8.10 Page No. 66 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. Painting Two Coats on New Concrete Surfaces ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 114.45 | 114.45 | 1068.87 | False | None | None | False | None | False | 122332.1715 | 0 |
| | 1716551369000 | 0 | None | None | Roads | ROAD FUTNITURE | 21954538.2 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3161829 | 108857 | None | PWD CSR 2023-24 VOL-III-8.15 Page No. 67 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 556.5 | 556.5 | 3484.5 | False | None | None | False | None | False | 1939124.25 | 0 | | 3161830 | 108857 | None | PWD CSR 2023-24 VOL-III-16.30 Page No. 150 | Providing and Fixing 'Logo Board ' of PMGSY at Starting
Point Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos 75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing. Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 10784.55 | 10784.55 | 2.0 | False | None | None | False | None | False | 21569.1 | 0 | | 3161831 | 108857 | None | PWD CSR 023-24 Page No.54 VOL-III-8.6 A (ii) Page | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 90 cm equilateral triangle ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 4985.4 | 4985.4 | 82.0 | False | None | None | False | None | False | 408802.8 | 0 | | 3161832 | 108857 | None | PWD CSR2023-24 VOL-III-8.7 Page No. 65 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 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. Direction and Place Identification Signs upto 0.9 m2 Size Board.
PWD SoR for Roads & Bridges ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 9460.5 | 9460.5 | 9.0 | False | None | None | False | None | False | 85144.5 | 0 | | 3161833 | 108857 | None | PWD CSR 2023-24 VOL-III-8.32 Page No. 71 | Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 2205.0 | 2205.0 | 1529.0 | False | None | None | False | None | False | 3371445.0 | 0 | | 3161834 | 108857 | None | PWD CSR 2023-24 VOL-III-8.16-ii Page No. 67 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 3073.35 | 3073.35 | 7.0 | False | None | None | False | None | False | 21513.45 | 0 | | 3161835 | 108857 | None | PWD CSR 2023-24 VOL-III-8.16-iii Page No. 67 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 884.1 | 884.1 | 33.0 | False | None | None | False | None | False | 29175.3 | 0 | | 3161836 | 108857 | None | PWD CSR 2023-24 VOL-III-8.16-i Page No. 67 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 5th kilometre stone (precast) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 5335.05 | 5335.05 | 1.0 | False | None | None | False | None | False | 5335.05 | 0 | | 3161837 | 108857 | None | PWD CSR 2023-24 VOL-III-8.25-i Page No. 69 | Providing and erecting a ""W"" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as
per clause 811 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | m | 3822.0 | 3822.0 | 4200.0 | False | None | None | False | None | False | 16052400.0 | 0 | | 3161838 | 108857 | None | PWD CSR 2023-24 VOL-III-8.10 Page No. 66 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. Painting Two Coats on New Concrete Surfaces ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 114.45 | 114.45 | 175.0 | False | None | None | False | None | False | 20028.75 | 0 |
| | 1716551369000 | 0 | None | None | Roads | FIELD CULVERTS | 4590415.1 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3161839 | 108858 | None | PWD CSR 2023-24 OL-I-1.14.1 Page 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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 612.96 | False | None | None | False | None | False | 65648.016 | 0 | | 3161840 | 108858 | None | PWD CSR 2023-24 .VOL-I-2.1.3 Page No. 16 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6( M10) Using 40 mm nominal size graded crushed coarse
aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 49.1 | False | None | None | False | None | False | 308762.895 | 0 | | 3161841 | 108858 | None | PWD CSR 2023-24 VOL-I-2.11.h Page 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. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 82961.55 | 82961.55 | 6.13 | False | None | None | False | None | False | 508554.3015 | 0 | | 3161842 | 108858 | None | PWD CSR 2023-24 VOL-I-2.4.2 Page No. 16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately)-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6639.15 | 6639.15 | 436.22 | False | None | None | False | None | False | 2896130.013 | 0 | | 3161843 | 108858 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 5% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 331.96 | 331.96 | 436.22 | False | None | None | False | None | False | 144807.5912 | 0 | | 3161844 | 108858 | None | PWD CSR 2023-24 VOL-III-16.15(C) | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750 mm dia ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | m | 3501.75 | 3501.75 | 180.0 | False | None | None | False | None | False | 630315.0 | 0 | | 3161845 | 108858 | None | PWD CSR 2023-24 VOL-I-1.9 Page No. 07 | 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.
---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 279.3 | 279.3 | 129.6 | False | None | None | False | None | False | 36197.28 | 0 |
| | 1716551369000 | 0 | None | None | Roads | CULVERT 2.5X2.5m 1 VENT 2 Nos | 2298625.99 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3161846 | 108859 | None | PWD CSR 2023-24 VOL-I-1.14.1 Page 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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 145.74 | False | None | None | False | None | False | 15608.754 | 0 | | 3161847 | 108859 | None | PWD CSR 2023-24 VOL-I-2.1.3 Page No. 15 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6( M10) Using 40 mm nominal size graded crushed coarse
aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 20.99 | False | None | None | False | None | False | 131994.5655 | 0 | | 3161848 | 108859 | None | PWD CSR 2023-24 VOL-I-2.11.h Page 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. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 82961.55 | 82961.55 | 6.31 | False | None | None | False | None | False | 523487.3805 | 0 | | 3161849 | 108859 | None | PWD CSR 2023-24VOL-I-2.4.3 Page No. 16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6652.8 | 6652.8 | 112.48 | False | None | None | False | None | False | 748306.944 | 0 | | 3161850 | 108859 | None | PWD CSR 023-24 VOL-I-2.4.2 Page No. 16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately)-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6639.15 | 6639.15 | 16.57 | False | None | None | False | None | False | 110010.7155 | 0 | | 3161851 | 108859 | None | PWD CSR 023-24 VOL-I-2.4.3 Page No. 16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6652.8 | 6652.8 | 13.4 | False | None | None | False | None | False | 89147.52 | 0 | | 3161852 | 108859 | None | PWD CSR 2023-24 VOL-I-2.11.h Page 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. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 82961.55 | 82961.55 | 0.15 | False | None | None | False | None | False | 12444.2325 | 0 | | 3161853 | 108859 | None | PWD CSR 2023-24 VOL-I-2.5.2 Page No. 16 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7185.15 | 7185.15 | 31.86 | False | None | None | False | None | False | 228918.879 | 0 | | 3161854 | 108859 | None | PWD CSR 2023-24 VOL-III-13.2 Page No. 121 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 14669.55 | 14669.55 | 4.56 | False | None | None | False | None | False | 66893.148 | 0 | | 3161855 | 108859 | None | PWD CSR 2023-24 VOL-III-8.10 Page No. 66 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. Painting Two Coats on New Concrete Surfaces ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 114.45 | 114.45 | 10.29 | False | None | None | False | None | False | 1177.6905 | 0 | | 3161856 | 108859 | None | PWD CSR 2023-24 VOL-I-1.8 Page No. 34 | 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. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 497.7 | 497.7 | 472.0 | False | None | None | False | None | False | 234914.4 | 0 | | 3161857 | 108859 | None | PWD CSR 2023-24 VOL-III-16.15(C) | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750 mm dia ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | m | 3501.75 | 3501.75 | 20.0 | False | None | None | False | None | False | 70035.0 | 0 | | 3161858 | 108859 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 5% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 332.64 | 332.64 | 112.48 | False | None | None | False | None | False | 37415.3472 | 0 | | 3161859 | 108859 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 5% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 331.96 | 331.96 | 16.57 | False | None | None | False | None | False | 5500.5772 | 0 | | 3161860 | 108859 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 5% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 332.64 | 332.64 | 13.4 | False | None | None | False | None | False | 4457.376 | 0 | | 3161861 | 108859 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 8% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 574.81 | 574.81 | 31.86 | False | None | None | False | None | False | 18313.4466 | 0 |
| | 1716551369000 | 0 | None | None | Roads | CULVERT 2.0X2.0 2 VENT 1No | 2021469.13 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3161862 | 108860 | None | PWD CSR 2023-24 VOL-I-1.14.1 Page 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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 106.77 | False | None | None | False | None | False | 11435.067 | 0 | | 3161863 | 108860 | None | PWD CSR 2023-24 VOL-I-2.1.3 Page No. 15 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6( M10) Using 40 mm nominal size graded crushed coarse
aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 20.57 | False | None | None | False | None | False | 129353.4165 | 0 | | 3161864 | 108860 | None | PWD CSR 2023-24 VOL-I-2.11.h Page 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. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 82961.55 | 82961.55 | 8.87 | False | None | None | False | None | False | 735868.9485 | 0 | | 3161865 | 108860 | None | PWD CSR 023-24 VOL-I-2.4.3 Page No. 16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6652.8 | 6652.8 | 50.79 | False | None | None | False | None | False | 337895.712 | 0 | | 3161866 | 108860 | None | PWD CSR 2023-24 VOL-I-2.4.2 Page No. 16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately)-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6639.15 | 6639.15 | 22.53 | False | None | None | False | None | False | 149580.0495 | 0 | | 3161867 | 108860 | None | PWD CSR 023-24 VOL-I-2.4.3 Page No. 16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6652.8 | 6652.8 | 9.02 | False | None | None | False | None | False | 60008.256 | 0 | | 3161868 | 108860 | None | PWD CSR 2023-24 VOL-I-2.11.h Page 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. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 82961.55 | 82961.55 | 0.32 | False | None | None | False | None | False | 26547.696 | 0 | | 3161869 | 108860 | None | PWD CSR 2023-24 VOL-I-2.5.2 Page No. 16 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7185.15 | 7185.15 | 23.03 | False | None | None | False | None | False | 165474.0045 | 0 | | 3161870 | 108860 | None | PWD CSR 2023-24 VOL-III-13.9 Page No. 122 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 12426.75 | 12426.75 | 6.0 | False | None | None | False | None | False | 74560.5 | 0 | | 3161871 | 108860 | None | PWD CSR 2023-24 VOL-III-13.7 Page No. 121 | Drainage Spouts using 100 mm GI pipe complete as per
drawing and Technical specification ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 3434.55 | 3434.55 | 8.0 | False | None | None | False | None | False | 27476.4 | 0 | | 3161872 | 108860 | None | PWD CSR 2023-24 VOL-III-13.2 Page No. 121 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 14669.55 | 14669.55 | 3.44 | False | None | None | False | None | False | 50463.252 | 0 | | 3161873 | 108860 | None | PWD CSR 023-24 VOL-III-13.16 Page No. 124 | Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel
conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | m | 1884.75 | 1884.75 | 5.64 | False | None | None | False | None | False | 10629.99 | 0 | | 3161874 | 108860 | None | PWD CSR 2023-24 VOL-III-8.10 Page No. 66 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. Painting Two Coats on New Concrete Surfaces ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 114.45 | 114.45 | 7.61 | False | None | None | False | None | False | 870.9645 | 0 | | 3161875 | 108860 | None | PWD CSR 2023-24 VOL-III-8.42.3 Page No. 74 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra). 600 x 300 x 150 mm Kerb Stone ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 486.15 | 486.15 | 40.0 | False | None | None | False | None | False | 19446.0 | 0 | | 3161876 | 108860 | None | PWD CSR 2023-24 VOL-I-1.8 Page No. 34 | 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. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 497.7 | 497.7 | 293.81 | False | None | None | False | None | False | 146229.237 | 0 | | 3161877 | 108860 | None | PWD CSR 2023-24 OL-III-16.15(C) | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750 mm dia ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | m | 3501.75 | 3501.75 | 10.0 | False | None | None | False | None | False | 35017.5 | 0 | | 3161878 | 108860 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 5% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 332.64 | 332.64 | 50.79 | False | None | None | False | None | False | 16894.7856 | 0 | | 3161879 | 108860 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 5% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 331.96 | 331.96 | 22.53 | False | None | None | False | None | False | 7479.0588 | 0 | | 3161880 | 108860 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 5% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 332.64 | 332.64 | 9.02 | False | None | None | False | None | False | 3000.4128 | 0 | | 3161881 | 108860 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 8% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 574.81 | 574.81 | 23.03 | False | None | None | False | None | False | 13237.8743 | 0 |
| | 1716551369000 | 0 | None | None | Roads | CULVERT 3.0X3.0 1 VENT 1No | 1466565.25 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3161882 | 108861 | None | PWD CSR 2023-24 VOL-I-1.14.1 Page 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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 78.86 | False | None | None | False | None | False | 8445.906 | 0 | | 3161883 | 108861 | None | PWD CSR 2023-24 VOL-I-2.1.3 Page No. 15 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6( M10) Using 40 mm nominal size graded crushed coarse
aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 11.34 | False | None | None | False | None | False | 71311.023 | 0 | | 3161884 | 108861 | None | PWD CSR 2023-24 VOL-I-2.11.h Page 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. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 82961.55 | 82961.55 | 5.87 | False | None | None | False | None | False | 486984.2985 | 0 | | 3161885 | 108861 | None | PWD CSR 2023-24 VOL-I-2.4.3 Page No. 16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6652.8 | 6652.8 | 63.29 | False | None | None | False | None | False | 421055.712 | 0 | | 3161886 | 108861 | None | PWD CSR 2023-24 VOL-I-2.4.2 Page No. 16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately)-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6639.15 | 6639.15 | 8.69 | False | None | None | False | None | False | 57694.2135 | 0 | | 3161887 | 108861 | None | PWD CSR 2023-24 VOL-I-2.4.3 Page No. 16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6652.8 | 6652.8 | 6.7 | False | None | None | False | None | False | 44573.76 | 0 | | 3161888 | 108861 | None | PWD CSR 2023-24 VOL-I-2.11.h Page 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. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 82961.55 | 82961.55 | 0.08 | False | None | None | False | None | False | 6636.924 | 0 | | 3161889 | 108861 | None | PWD CSR 2023-24- VOL-I-2.5.2 Page No. 16 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7185.15 | 7185.15 | 18.32 | False | None | None | False | None | False | 131631.948 | 0 | | 3161890 | 108861 | None | PWD CSR 2023-24 VOL-III-13.2 Page No. 121 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 14669.55 | 14669.55 | 2.62 | False | None | None | False | None | False | 38434.221 | 0 | | 3161891 | 108861 | None | PWD CSR 2023-24 VOL-III-8.10 Page No. 66 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. Painting Two Coats on New Concrete Surfaces ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 114.45 | 114.45 | 5.87 | False | None | None | False | None | False | 671.8215 | 0 | | 3161892 | 108861 | None | PWD CSR 2023-24 VOL-I-1.8 Page No. 34 | 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. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 497.7 | 497.7 | 256.0 | False | None | None | False | None | False | 127411.2 | 0 | | 3161893 | 108861 | None | PWD CSR 2023-24.VOL-III-16.15(C) | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750 mm dia ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | m | 3501.75 | 3501.75 | 10.0 | False | None | None | False | None | False | 35017.5 | 0 | | 3161894 | 108861 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 5% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 332.64 | 332.64 | 63.29 | False | None | None | False | None | False | 21052.7856 | 0 | | 3161895 | 108861 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 5% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 331.96 | 331.96 | 8.69 | False | None | None | False | None | False | 2884.7324 | 0 | | 3161896 | 108861 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 5% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 332.64 | 332.64 | 6.7 | False | None | None | False | None | False | 2228.688 | 0 | | 3161897 | 108861 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 8% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 574.81 | 574.81 | 18.32 | False | None | None | False | None | False | 10530.5192 | 0 |
| | 1716551369000 | 0 | None | None | Roads | CULVERT 2.5X2.5 3 VENT 2Nos | 6715030.89 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3161898 | 108862 | None | PWD CSR 2023-24 VOL-I-1.14.1 Page 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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 340.92 | False | None | None | False | None | False | 36512.532 | 0 | | 3161899 | 108862 | None | PWD CSR 2023-24 VOL-I-2.1.3 Page No. 15 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6( M10) Using 40 mm nominal size graded crushed coarse
aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 56.29 | False | None | None | False | None | False | 353976.8505 | 0 | | 3161900 | 108862 | None | PWD CSR 2023-24 VOL-I-2.11.h Page 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. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 82961.55 | 82961.55 | 31.83 | False | None | None | False | None | False | 2640666.1365 | 0 | | 3161901 | 108862 | None | PWD CSR 2023-24 VOL-I-2.4.3 Page No. 16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6652.8 | 6652.8 | 212.39 | False | None | None | False | None | False | 1412988.192 | 0 | | 3161902 | 108862 | None | PWD CSR 2023-24 VOL-I-2.4.2 Page No. 16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately)-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6639.15 | 6639.15 | 54.02 | False | None | None | False | None | False | 358646.883 | 0 | | 3161903 | 108862 | None | PWD CSR 2023-24 VOL-I-2.4.3 Page No. 16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6652.8 | 6652.8 | 20.8 | False | None | None | False | None | False | 138378.24 | 0 | | 3161904 | 108862 | None | PWD CSR 2023-24 VOL-I-2.11.h Page 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. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 82961.55 | 82961.55 | 0.76 | False | None | None | False | None | False | 63050.778 | 0 | | 3161905 | 108862 | None | PWD CSR 2023-24 VOL-I-2.5.2 Page No. 16 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7185.15 | 7185.15 | 93.69 | False | None | None | False | None | False | 673176.7035 | 0 | | 3161906 | 108862 | None | PWD CSR 2023-24 VOL-III-13.9 Page No. 122 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 12426.75 | 12426.75 | 12.0 | False | None | None | False | None | False | 149121.0 | 0 | | 3161907 | 108862 | None | PWD CSR 2023-24 VOL-III-13.7 Page No. 121 | Drainage Spouts using 100 mm GI pipe complete as per
drawing and Technical specification ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 3434.55 | 3434.55 | 24.0 | False | None | None | False | None | False | 82429.2 | 0 | | 3161908 | 108862 | None | PWD CSR 2023-24 VOL-III-13.2 Page No. 121 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 14669.55 | 14669.55 | 12.61 | False | None | None | False | None | False | 184983.0255 | 0 | | 3161909 | 108862 | None | PWD CSR 2023-24 VOL-III-13.16 Page No. 124 | Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel
conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | m | 1884.75 | 1884.75 | 40.56 | False | None | None | False | None | False | 76445.46 | 0 | | 3161910 | 108862 | None | PWD CSR 2023-24 VOL-III-8.10 Page No. 66 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. Painting Two Coats on New Concrete Surfaces ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 114.45 | 114.45 | 27.4 | False | None | None | False | None | False | 3135.93 | 0 | | 3161911 | 108862 | None | PWD CSR 2023-24 VOL-III-8.42.3 Page No. 74 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra). 600 x 300 x 150 mm Kerb Stone ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | m | 486.15 | 486.15 | 76.8 | False | None | None | False | None | False | 37336.32 | 0 | | 3161912 | 108862 | None | PWD CSR 2023-24 VOL-I-1.8 Page No. 34 | 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. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 497.7 | 497.7 | 572.22 | False | None | None | False | None | False | 284793.894 | 0 | | 3161913 | 108862 | None | PWD CSR 2023-24 VOL-III-16.15(C) | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750 mm dia ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | m | 3501.75 | 3501.75 | 20.0 | False | None | None | False | None | False | 70035.0 | 0 | | 3161914 | 108862 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 5% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 332.64 | 332.64 | 212.39 | False | None | None | False | None | False | 70649.4096 | 0 | | 3161915 | 108862 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 5% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 331.96 | 331.96 | 54.02 | False | None | None | False | None | False | 17932.4792 | 0 | | 3161916 | 108862 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 5% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 332.64 | 332.64 | 20.8 | False | None | None | False | None | False | 6918.912 | 0 | | 3161917 | 108862 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 8% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 574.81 | 574.81 | 93.69 | False | None | None | False | None | False | 53853.9489 | 0 |
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| 3161918 | 108863 | None | PWD CSR 2023-24 VOL-I-1.14.1 Page 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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 227.56 | False | None | None | False | None | False | 24371.676 | 0 | | 3161919 | 108863 | None | PWD CSR 2023-24 VOL-I-2.1.3 Page No. 15 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6( M10) Using 40 mm nominal size graded crushed coarse
aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 35.77 | False | None | None | False | None | False | 224937.8565 | 0 | | 3161920 | 108863 | None | PWD CSR 2023-24 VOL-I-2.11.h Page 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. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 82961.55 | 82961.55 | 17.88 | False | None | None | False | None | False | 1483352.514 | 0 | | 3161921 | 108863 | None | PWD CSR 2023-24 VOL-I-2.4.3Page No. 16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6652.8 | 6652.8 | 139.13 | False | None | None | False | None | False | 925604.064 | 0 | | 3161922 | 108863 | None | PWD CSR 2023-24 VOL-I-2.4.2 Page No. 16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately)-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6639.15 | 6639.15 | 30.65 | False | None | None | False | None | False | 203489.9475 | 0 | | 3161923 | 108863 | None | PWD CSR 2023-24 VOL-I-2.4.3 Page No. 16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6652.8 | 6652.8 | 11.44 | False | None | None | False | None | False | 76108.032 | 0 | | 3161924 | 108863 | None | PWD CSR 2023-24 VOL-I-2.11.h Page 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. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 82961.55 | 82961.55 | 0.44 | False | None | None | False | None | False | 36503.082 | 0 | | 3161925 | 108863 | None | PWD CSR 2023-24- VOL-I-2.5.2 Page No. 16 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7185.15 | 7185.15 | 69.66 | False | None | None | False | None | False | 500517.549 | 0 | | 3161926 | 108863 | None | PWD CSR 2023-24 VOL-III-13.9 Page No. 122 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 12426.75 | 12426.75 | 6.0 | False | None | None | False | None | False | 74560.5 | 0 | | 3161927 | 108863 | None | PWD CSR 2023-24 VOL-III-13.7 Page No. 121 | Drainage Spouts using 100 mm GI pipe complete as per
drawing and Technical specification ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 3434.55 | 3434.55 | 12.0 | False | None | None | False | None | False | 41214.6 | 0 | | 3161928 | 108863 | None | PWD CSR 2023-24 VOL-III-13.2 Page No. 121 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 14669.55 | 14669.55 | 9.38 | False | None | None | False | None | False | 137600.379 | 0 | | 3161929 | 108863 | None | PWD CSR 2023-24 VOL-III-13.16 Page No. 124 | Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel
conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | m | 1884.75 | 1884.75 | 14.64 | False | None | None | False | None | False | 27592.74 | 0 | | 3161930 | 108863 | None | PWD CSR 2023-24 VOL-III-8.10 Page No. 66 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. Painting Two Coats on New Concrete Surfaces ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 114.45 | 114.45 | 20.22 | False | None | None | False | None | False | 2314.179 | 0 | | 3161931 | 108863 | None | PWD CSR 2023-24 VOL-III-8.42.3 Page No. 74 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra). 600 x 300 x 150 mm Kerb Stone ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | m | 486.15 | 486.15 | 38.4 | False | None | None | False | None | False | 18668.16 | 0 | | 3161932 | 108863 | None | PWD CSR 2023-24 VOL-I-1.8 Page No. 34 | 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. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 497.7 | 497.7 | 300.86 | False | None | None | False | None | False | 149738.022 | 0 | | 3161933 | 108863 | None | PWD CSR 2023-24 VOL-III-9.2(i) Page No. 87 | Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1000 mm dia ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | m | 20009.85 | 20009.85 | 10.0 | False | None | None | False | None | False | 200098.5 | 0 | | 3161934 | 108863 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 5% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 332.64 | 332.64 | 139.13 | False | None | None | False | None | False | 46280.2032 | 0 | | 3161935 | 108863 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 5% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 331.96 | 331.96 | 30.65 | False | None | None | False | None | False | 10174.574 | 0 | | 3161936 | 108863 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 5% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 332.64 | 332.64 | 11.44 | False | None | None | False | None | False | 3805.4016 | 0 | | 3161937 | 108863 | None | PWD Vol-1, Pg No. 111 | Additionalities for Formwork, Centering & Scaffolding- For Foundation , Substructure of Cross drainage @ 8% ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 574.81 | 574.81 | 69.66 | False | None | None | False | None | False | 40041.2646 | 0 |
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