| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1716547723000 | 1 | None | None | Bridges | Construction of Dilapidated Bridge at Ch 62.65 Km in Virajpet - Byndoor road (SH-27) Somawarapet Taluk, Kodagu District. | 45267656.79 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3161012 | 108816 | None | V.1, Item no.1.14.1 | 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, V.1, P.8, Item no.1.14.1 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 130.83 | 130.83 | 3017.47 | False | None | None | False | None | False | 394775.6001 | 0 | | 3161013 | 108816 | None | V.1, Item no.1.14.2 | 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 3 m to 6 m, V.1, P.8, INO.1.14.2 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 157.72 | 157.72 | 876.72 | False | None | None | False | None | False | 138276.2784 | 0 | | 3161014 | 108816 | None | V.1, Item no.1.21.5 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.Hard rock (blasting prohibited) Depth upto 1.50 m, V.1, P.11, Item no.1.21.5 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 1300.17 | 1300.17 | 453.34 | False | None | None | False | None | False | 589419.0678 | 0 | | 3161015 | 108816 | None | V.3, Item no.17-B, 1 | Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole of 32 mm diameter up to 0.75 mtrs depth, placing the dowel in position and effectively grouting the hole with CM 1:1 proportion etc. complete. V.3, P.159, Item no.17-B, 1 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | No | 1400.0 | 1400.0 | 284.0 | False | None | None | False | None | False | 397600.0 | 0 | | 3161016 | 108816 | None | V-1, Ino- 2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates, V-1, 15, 2.1.3 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 7317.55 | 7317.55 | 252.55 | False | None | None | False | None | False | 1848047.2525 | 0 | | 3161017 | 108816 | None | V-1,Ino- 2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished
layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications. ,M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, V-1,15,2.2.1 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 8065.31 | 8065.31 | 48.0 | False | None | None | False | None | False | 387134.88 | 0 | | 3161018 | 108816 | None | V-1, Ino-,2.2.5 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished
layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, V-1,15,2.2.5 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 8337.92 | 8337.92 | 722.8 | False | None | None | False | None | False | 6026648.576 | 0 | | 3161019 | 108816 | None | V-1, Ino,2.4.4 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt
crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including
all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, V-1,16,2.4.4 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 9060.64 | 9060.64 | 916.83 | False | None | None | False | None | False | 8307066.5712 | 0 | | 3161020 | 108816 | None | V-1,Ino,2.5.3 | Providing and laying in position 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.) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , V-1,16,2.5.3 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 11000.63 | 11000.63 | 289.24 | False | None | None | False | None | False | 3181822.2212 | 0 | | 3161021 | 108816 | None | V-1,Ino, 2.11 b | 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, Foundations of Bridges V-1, 18, 2.11 b ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | MT | 96550.72 | 96550.72 | 50.6 | False | None | None | False | None | False | 4885466.432 | 0 | | 3161022 | 108816 | None | V-1, Ino, 2.11 c | 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, Sub structure of Bridges.V-1, 18, 2.11 c ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | MT | 96804.96 | 96804.96 | 64.18 | False | None | None | False | None | False | 6212942.3328 | 0 | | 3161023 | 108816 | None | V-1, Ino, 2.11 d | 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, Super structure of Bridges, V-1, P-18, 2.11 d ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | MT | 97056.96 | 97056.96 | 37.87 | False | None | None | False | None | False | 3675547.0752 | 0 | | 3161024 | 108816 | None | V-3, Ino, 12.3 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification (A) Granular material, V-3, 117, 12.3 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 1308.16 | 1308.16 | 1585.8 | False | None | None | False | None | False | 2074480.128 | 0 | | 3161025 | 108816 | None | V-3, Ino, 12.4 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the equirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.V-3, 117, 12.4 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 2998.24 | 2998.24 | 659.1 | False | None | None | False | None | False | 1976139.984 | 0 | | 3161026 | 108816 | None | V-3, Ino, 12.8 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.V-3, 118, 12.8 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | cc | 0.75 | 0.75 | 345600.0 | False | None | None | False | None | False | 259200.0 | 0 | | 3161027 | 108816 | None | V-3, Ino, 13.2 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant), V-3, 121, 13.2 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 15647.52 | 15647.52 | 25.65 | False | None | None | False | None | False | 401358.888 | 0 | | 3161028 | 108816 | None | V-3, Ino, 13.6 | Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification , V-3, 121, 13.6 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | m | 4959.36 | 4959.36 | 72.0 | False | None | None | False | None | False | 357073.92 | 0 | | 3161029 | 108816 | None | V-3, Ino, 13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification, V-3, 121, 13.7 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | No | 3663.52 | 3663.52 | 21.0 | False | None | None | False | None | False | 76933.92 | 0 | | 3161030 | 108816 | None | V-3, Ino, 13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification, V-3, 121, 13.8 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 7628.32 | 7628.32 | 15.4 | False | None | None | False | None | False | 117476.128 | 0 | | 3161031 | 108816 | None | V-3, Ino, 13.8 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant), V-3, 122, 13.8 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 13255.2 | 13255.2 | 23.1 | False | None | None | False | None | False | 306195.12 | 0 | | 3161032 | 108816 | None | V-3, Ino, 13.13B | Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified, V-3, 123, 13.13B ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | m | 5454.4 | 5454.4 | 72.0 | False | None | None | False | None | False | 392716.8 | 0 | | 3161033 | 108816 | None | V-3, Ino, 13.14 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2.V-3, 123, 13.14 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 94.08 | 94.08 | 187.2 | False | None | None | False | None | False | 17611.776 | 0 | | 3161034 | 108816 | None | V-3, Ino, 13.15 (iii) | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.V-3, 123, 13.15 (iii) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | m | 258.72 | 258.72 | 28.0 | False | None | None | False | None | False | 7244.16 | 0 | | 3161035 | 108816 | None | V-3, Ino, 13.19 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.V-3, 124, 13.19 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | m | 16005.92 | 16005.92 | 42.0 | False | None | None | False | None | False | 672248.64 | 0 | | 3161036 | 108816 | None | V-3, Ino, 14.4 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specification, (A)stone/Boulder, V-3, 129, 14.4 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 2141.44 | 2141.44 | 783.0 | False | None | None | False | None | False | 1676747.52 | 0 | | 3161037 | 108816 | None | V-3, Ino, 14.5 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification, V-3, 129, 14.5 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 3400.32 | 3400.32 | 261.0 | False | None | None | False | None | False | 887483.52 | 0 |
| | 1716547723000 | 0 | None | None | Bridges | Approch road | 7599717.44 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3161038 | 108817 | None | V-3, Ino, Item no. 2.5 | 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.(ii)By Mechanical Means using Dozer, B) In area of thorny jungle, V-3, P- 7, Item no. 2.5 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | 100 Sqm | 542.08 | 542.08 | 13.5 | False | None | None | False | None | False | 7318.08 | 0 | | 3161039 | 108817 | None | V-1, Item no. 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. V-1, P-7 Item no. 1.8 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 530.88 | 530.88 | 3640.0 | False | None | None | False | None | False | 1932403.2 | 0 | | 3161040 | 108817 | None | V-3, Itemno.3.6 | 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,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, V-3, P-17, Itemno.3.6 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 552.16 | 552.16 | 180.0 | False | None | None | False | None | False | 99388.8 | 0 | | 3161041 | 108817 | None | V-3, Item no 4.1-A-(iii) | 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 (A) Plant Mix Method, (iii) For Grading -IV Material, V-3, P-23, Item no 4.1-A-(iv) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 2820.16 | 2820.16 | 397.5 | False | None | None | False | None | False | 1121013.6 | 0 | | 3161042 | 108817 | None | V-3, Item no 4.17 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. V-3, P-26, Item no 4.17 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 2866.08 | 2866.08 | 662.5 | False | None | None | False | None | False | 1898778.0 | 0 | | 3161043 | 108817 | None | V-3, Item no.5.1-A-(i) | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means, A. Prime Coat over WMM/WBM, V-3, Item no.5.1-A-(i) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Sqm | 45.92 | 45.92 | 2650.0 | False | None | None | False | None | False | 121688.0 | 0 | | 3161044 | 108817 | None | V-3, Item no.5.4 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on granular surface (ii)Tack coat on Granular surface treated with primer. V-3, P-29, Item no.5.4 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 15.68 | 15.68 | 2650.0 | False | None | None | False | None | False | 41552.0 | 0 | | 3161045 | 108817 | None | V-3, Item no 5.12- C | Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. V-3, P-33, Item no 5.12- C ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 10582.88 | 10582.88 | 132.5 | False | None | None | False | None | False | 1402231.6 | 0 | | 3161046 | 108817 | None | V-3, Item no 5.16-C | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects, V-3, P-38, Item no 5.16-C ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 12268.48 | 12268.48 | 79.5 | False | None | None | False | None | False | 975344.16 | 0 |
| | 1716547723000 | 0 | None | None | Bridges | Construction of Culvert at Ch 62.50 Km,62.60Km, 62.70km and 62.75km in Virajpet - Byndoor road (SH-27) Somawarapet Taluk, Kodagu District. | 1404761.06 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3161047 | 108818 | None | I.No-Vol.1- 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (Mechanical Means) (I.No-Vol.1- 1.12 ) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 106.4 | 106.4 | 151.11 | False | None | None | False | None | False | 16078.104 | 0 | | 3161048 | 108818 | None | I.No-Vol.1- 2.1.3 PWD SR 2023-24) | 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 and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 6707.68 | 6707.68 | 12.0 | False | None | None | False | None | False | 80492.16 | 0 | | 3161049 | 108818 | None | I.No-Vol.1- 2.4.2 PWD SR 2021-22 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works ofbridges, Drain works & other parallel works from 0.50m to 3.50 mheight. The granite/trap/basalt crushed graded coarse aggregates andfine aggregates as per relevant IS Codes machine mixed with superplasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, costof all materials of quality, confirming to the requirements of relevantIS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technicalspecifications. (The cost of steel reinforcement & formwork to be paidseparately) (M20 Design Mix Using 20 mm nominal size graded crushed coarseaggregates) (Culvert Head wall 8% Foam work) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 12747.17 | 12747.17 | 62.37 | False | None | None | False | None | False | 795040.9929 | 0 | | 3161050 | 108818 | None | I.No-Vol.1- 2.11-h | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification All other type of structures ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | MT | 88492.32 | 88492.32 | 1.77 | False | None | None | False | None | False | 156631.4064 | 0 | | 3161051 | 108818 | None | I.No-Vol.3- 16.15 -b | Providing and laying reinforced cement concrete pipe NP3 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 as per Clause 1101.6.1000mm dia ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | m | 8912.96 | 8912.96 | 40.0 | False | None | None | False | None | False | 356518.4 | 0 |
| | 1716547723000 | 0 | None | None | Bridges | Construction of Drain at Ch 62.50 IGUR village Limits of Virajpet - Byndoor road (SH-27) in Somawarapet Taluk, Kodagu District. | 479163.15 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3161052 | 108819 | None | Vol. 1, Sl.no. 1.14.1, | 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 ( Vol. 1, Sl.no. 1.14.1, page no.8) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 114.24 | 114.24 | 99.0 | False | None | None | False | None | False | 11309.76 | 0 | | 3161053 | 108819 | None | Vol.1INO - 2.1.3 | 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 (Vol.1- 2.1.3) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 6707.68 | 6707.68 | 11.0 | False | None | None | False | None | False | 73784.48 | 0 | | 3161054 | 108819 | None | Vol.1-INO 2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works ofbridges, Drain works & other parallel works from 0.50m to 3.50 mheight. The granite/trap/basalt crushed graded coarse aggregates andfine aggregates as per relevant IS Codes machine mixed with superplasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, costof all materials of quality, confirming to the requirements of relevantIS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technicalspecifications. (The cost of steel reinforcement & formwork to be paidseparately) (M20 Design Mix Using 20 mm nominal size graded crushed coarseaggregates) (Foundation, Sub structure of Cross drainages 35% Foam work) (Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works ofbridges, Drain works & other parallel works from 0.50m to 3.50 mheight. The granite/trap/basalt crushed graded coarse aggregates andfine aggregates as per relevant IS Codes machine mixed with superplasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, costof all materials of quality, confirming to the requirements of relevantIS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technicalspecifications. (The cost of steel reinforcement & formwork to be paidseparately) (M20 Design Mix Using 20 mm nominal size graded crushed coarseaggregates) (Foundation, Sub structure of Cross drainages 35% Foam work) (Vol.1- 2.4.2) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 9560.38 | 9560.38 | 31.5 | False | None | None | False | None | False | 301151.97 | 0 | | 3161055 | 108819 | None | Vol.1-INO 2.11 h | 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 (Vol.1- 2.11 h) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | MT | 88492.32 | 88492.32 | 1.05 | False | None | None | False | None | False | 92916.936 | 0 |
| | 1716547723000 | 0 | None | None | Bridges | Improvements to deviation road for Construction of Dilapidated Bridge at Ch 62.65 Km in Virajpet - Byndoor road (SH-27) Somawarapet Taluk, Kodagu District. (Igur-Yadavare-Kajur road) | 29755089.84 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3161056 | 108820 | None | V-3, Item no. 2.5 | 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.(ii)By Mechanical Means using Dozer, B) In area of thorny jungle, V-3, P- 7, Item no. 2.5 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | 100 Sqm | 542.08 | 542.08 | 78.0 | False | None | None | False | None | False | 42282.24 | 0 | | 3161057 | 108820 | None | I.No-Vol.1- 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (Mechanical Means) (I.No-Vol.1- 1.12 ) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 106.4 | 106.4 | 8032.5 | False | None | None | False | None | False | 854658.0 | 0 | | 3161058 | 108820 | None | V-1, Item no. 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. V-1, P-7 Item no. 1.8 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 530.88 | 530.88 | 1800.0 | False | None | None | False | None | False | 955584.0 | 0 | | 3161059 | 108820 | None | V-3, Itemno.3.6 | 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, V-3, P-15, Itemno.3.6 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 552.16 | 552.16 | 3315.0 | False | None | None | False | None | False | 1830410.4 | 0 | | 3161060 | 108820 | None | V-3, P-19, Item no 4.1-A-(iii) | 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 (A) Plant Mix Method, (iii) For Grading -IV Material, V-3, P-19, Item no 4.1-A-(iv) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 2820.16 | 2820.16 | 1462.5 | False | None | None | False | None | False | 4124484.0 | 0 | | 3161061 | 108820 | None | V-3, P-24, Item no 4.17 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. V-3, P-24, Item no 4.17 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 2866.08 | 2866.08 | 1950.0 | False | None | None | False | None | False | 5588856.0 | 0 | | 3161062 | 108820 | None | V-3, Item no.5.1-A-(i) | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means, A. Prime Coat over WMM/WBM, V-3, Item no.5.1-A-(i) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Sqm | 45.92 | 45.92 | 9750.0 | False | None | None | False | None | False | 447720.0 | 0 | | 3161063 | 108820 | None | V-3, Item no.5.4 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (ii)Tack coat on Granular surface treated with primer. V-3, Item no.5.4 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Sqm | 15.68 | 15.68 | 21450.0 | False | None | None | False | None | False | 336336.0 | 0 | | 3161064 | 108820 | None | V-3, P-33, Item no 5.9- C | Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. V-3, P-33, Item no 5.9- C ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 8836.8 | 8836.8 | 1072.5 | False | None | None | False | None | False | 9477468.0 | 0 | | 3161065 | 108820 | None | V-3, P-36, Item no 5.31 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder
VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as
per MoRTH V revision., V-3, P-36, Item no 5.31 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 11370.24 | 11370.24 | 536.25 | False | None | None | False | None | False | 6097291.2 | 0 |
| | 1716547723000 | 0 | None | None | Bridges | Dismantalling for old Bridge | 153256.14 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3161066 | 108821 | None | Vol.3- I.No-2.8 (ii)a | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead By Mechanical means (Vol.3- I.No-2.8 (ii)a PWD SR 2023-24) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 805.28 | 805.28 | 130.0 | False | None | None | False | None | False | 104686.4 | 0 | | 3161067 | 108821 | None | I.No-Vol.3-2.20 | Dismantling guard rails by manual means and disposal of
dismantled material with all lifts and lead, stacking serviceable
materials and unserviceable materials separately. (I.No-Vol.3-2.20 PWD SR 2023-24) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 129.92 | 129.92 | 44.0 | False | None | None | False | None | False | 5716.48 | 0 | | 3161068 | 108821 | None | Vol.2, I.No-19.18 | Dismantling steel work in built up sections in angles, tees, flats and channels
including all gusset plates, bolts, nuts, cutting rivets, welding etc.
including dismembering and stacking to the appropriate disposal area
as per direction of Engineer-in-charge. (Vol.2, I.No-19.18 PWD SR 2023-24) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Kg | 4.48 | 4.48 | 1060.46 | False | None | None | False | None | False | 4750.8608 | 0 | | 3161069 | 108821 | None | I.No-Vol.1- I no 42 | Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW ,taking
at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line , encroachments, structures etc. connecting all the primary
total station control points by G.I.S.Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. (Plain Terrain New Alignment)
(I.No-Vol.1- I no 42 PWD SR 2023-24) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Km | 47040.0 | 47040.0 | 0.81 | False | None | None | False | None | False | 38102.4 | 0 |
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