| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1722336800000 | 0 | None | None | Bridges/Culverts | Bridge Portion | 22984013.5 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3647915 | 132982 | None | Page No.8. I.No 1.14.1. Vol-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 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 137.83 | 137.83 | 4069.4 | False | None | None | False | None | False | 560885.402 | 0 | | 3647916 | 132982 | None | Page No. 8. I.No. 1.14.2. Vol-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 3 m to 6 m ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 161.2 | 161.2 | 918.72 | False | None | None | False | None | False | 148097.664 | 0 | | 3647917 | 132982 | None | Page No. 8. I.No. 1.15.1. Vol-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 ordinary/soft rock without blasting upto 1.5 m depth ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 489.7 | 489.7 | 306.24 | False | None | None | False | None | False | 149965.728 | 0 | | 3647918 | 132982 | None | Page No. 15. I.No. 2.1.3. Vol-1 | 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, formwork 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 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 7709.56 | 7709.56 | 264.51 | False | None | None | False | None | False | 2039255.7156 | 0 | | 3647919 | 132982 | None | Page No. 15. I.No. 2.2.1. Vol-1 | Providing and laying in position Reinforced 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, formwork 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 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 8497.38 | 8497.38 | 104.66 | False | None | None | False | None | False | 889335.7908 | 0 | | 3647920 | 132982 | None | Page No. 15. I.No. 2.2.3. Vol-1 | Providing and laying in position Reinforced 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, formwork and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 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 equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 8808.27 | 8808.27 | 487.2 | False | None | None | False | None | False | 4291389.144 | 0 | | 3647921 | 132982 | None | Page No. 16. I.No. 2.4.3. Vol-1 | 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, formwork and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 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 equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 8808.27 | 8808.27 | 678.18 | False | None | None | False | None | False | 5973592.5486 | 0 | | 3647922 | 132982 | None | Page No. 16. I.No. 2.5.2. Vol-1 | 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. M25 Design Mix Using 20 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 equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 9598.22 | 9598.22 | 80.04 | False | None | None | False | None | False | 768241.5288 | 0 | | 3647923 | 132982 | None | Page No. 18. I.No. 2.11.b. Vol-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, Foundations of Bridges ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Tonne | 101723.08 | 101723.08 | 19.49 | False | None | None | False | None | False | 1982582.8292 | 0 | | 3647924 | 132982 | None | Page No. 18. I.No. 2.11.c. Vol-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, Sub structure of Bridges ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Tonne | 101990.94 | 101990.94 | 27.84 | False | None | None | False | None | False | 2839427.7696 | 0 | | 3647925 | 132982 | None | Page No. 18. I.No. 2.11.d. Vol-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, Super structure of Bridges ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Tonne | 102256.44 | 102256.44 | 4.0 | False | None | None | False | None | False | 409025.76 | 0 | | 3647926 | 132982 | None | Page No. 117. I.No. 12.3. Vol-3 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification (A) Granular material ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 1378.24 | 1378.24 | 708.3 | False | None | None | False | None | False | 976207.392 | 0 | | 3647927 | 132982 | None | Page No. 117. I.No. 12.4. Vol-3 | 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 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 3158.86 | 3158.86 | 322.2 | False | None | None | False | None | False | 1017784.692 | 0 | | 3647928 | 132982 | None | Page No. 123. I.No. 13.14. Vol-3 | 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. ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Sqm | 99.12 | 99.12 | 417.6 | False | None | None | False | None | False | 41392.512 | 0 | | 3647929 | 132982 | None | Page No. 129. I.No. 14.4. Vol-3 | 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 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 2256.16 | 2256.16 | 280.8 | False | None | None | False | None | False | 633529.728 | 0 | | 3647930 | 132982 | None | Page No. 129. I.No. 14.5. Vol-3 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 3582.48 | 3582.48 | 24.0 | False | None | None | False | None | False | 85979.52 | 0 | | 3647931 | 132982 | None | Page No. 10. I.No. 2.8.iia. Vol-3 | Dismantling of Structures, 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,Cement Concrete Grade M-15 & M-20 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 848.42 | 848.42 | 209.0 | False | None | None | False | None | False | 177319.78 | 0 |
| | 1722336800000 | 0 | None | None | Bridges/Culverts | Approach Road | 6999905.23 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3647932 | 132983 | None | Page No. 7. I.No. 2.5.iib. Vol-3 | 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, ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | 100 Sqm | 571.12 | 571.12 | 0.6 | False | None | None | False | None | False | 342.672 | 0 | | 3647933 | 132983 | None | Page No. 8, I.No. 1.12. Vol-1 | 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. ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 112.1 | 112.1 | 351.0 | False | None | None | False | None | False | 39347.1 | 0 | | 3647934 | 132983 | None | Page No. 7. I.No. 1.8. Vol-1 | 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 and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 559.32 | 559.32 | 1327.38 | False | None | None | False | None | False | 742430.1816 | 0 | | 3647935 | 132983 | None | Page No. 17. I.No. 3.6. Vol-3 | 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 and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 581.74 | 581.74 | 16.92 | False | None | None | False | None | False | 9843.0408 | 0 | | 3647936 | 132983 | None | Page No. 23. I.No. 4.1A.iv. Vol-3 | 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 -III Material ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 2934.66 | 2934.66 | 126.5 | False | None | None | False | None | False | 371234.49 | 0 | | 3647937 | 132983 | None | Page No. 26. I.No. 4.17. Vol-3 | 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. ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 3019.62 | 3019.62 | 143.0 | False | None | None | False | None | False | 431805.66 | 0 | | 3647938 | 132983 | None | Page No. 31. I.No. 5.1. Vol-3 | 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 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Sqm | 48.38 | 48.38 | 110.0 | False | None | None | False | None | False | 5321.8 | 0 | | 3647939 | 132983 | None | Page No. 31. I.No. 5.4.ii. Vol-3 | Tack coat on Granular surface treated with primer. Providing and applying tack
coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/
m2 on Granular Surface ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Sqm | 16.52 | 16.52 | 110.0 | False | None | None | False | None | False | 1817.2 | 0 | | 3647940 | 132983 | None | Page No. 33. I.No. 5.8-C. Vol-3 | Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 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 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 9039.98 | 9039.98 | 5.5 | False | None | None | False | None | False | 49719.89 | 0 | | 3647941 | 132983 | None | Page No. 43. I.No. 5.31. Vol-3 | 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 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 11979.36 | 11979.36 | 2.75 | False | None | None | False | None | False | 32943.24 | 0 | | 3647942 | 132983 | None | Page No. 146. I.No. 16.15a. Vol-3 | 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. a)1200 mm dia ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Mtr | 9941.5 | 9941.5 | 420.0 | False | None | None | False | None | False | 4175430.0 | 0 | | 3647943 | 132983 | None | Page No. 149. I.No. 16.28. Vol-3 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipment and all other incidental charges etc. complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 7969.72 | 7969.72 | 143.0 | False | None | None | False | None | False | 1139669.96 | 0 |
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