| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1727080862000 | 0 | None | None | Roads | Construction of CC road to Gramadevi temple road Maradinagalapur village in Bailhongal Taluka | 775837.55 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4055843 | 157560 | None | code01 | 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 with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Sqm | 393.0 | 393.0 | 7.43 | False | None | None | False | None | False | 2919.99 | 0 | | 4055844 | 157560 | None | code02 | 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 & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 493.0 | 493.0 | 22.28 | False | None | None | False | None | False | 10984.04 | 0 | | 4055845 | 157560 | None | code03 | 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, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 6754.0 | 6754.0 | 111.38 | False | None | None | False | None | False | 752260.52 | 0 | | 4055846 | 157560 | None | code04 | Providing and fixing 'logo Board ' of PMgSY at intermediate 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 nos75x75x6 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
made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Each | 9673.0 | 9673.0 | 1.0 | False | None | None | False | None | False | 9673.0 | 0 |
| | 1727080862000 | 0 | None | None | Roads | Construction of CD 1 Nos | 69309.86 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4055847 | 157561 | None | code01 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m,Details of laying of cost for 60m length of a pipe of an average dia. say 450mm. Slope assumed 1 in 200. Earth work and filling - Minimum depth of trench with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 484.0 | 484.0 | 7.2 | False | None | None | False | None | False | 3484.8 | 0 | | 4055848 | 157561 | None | code02 | Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications.with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 2682.0 | 2682.0 | 0.72 | False | None | None | False | None | False | 1931.04 | 0 | | 4055849 | 157561 | None | code03 | 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. with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 5989.0 | 5989.0 | 1.08 | False | None | None | False | None | False | 6468.12 | 0 | | 4055850 | 157561 | None | code04 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 10771.2 | 10771.2 | 1.62 | False | None | None | False | None | False | 17449.344 | 0 | | 4055851 | 157561 | None | code05 | 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. Volume 1 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 10264.5 | 10264.5 | 1.8 | False | None | None | False | None | False | 18476.1 | 0 | | 4055852 | 157561 | None | code06 | 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 & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 266.0 | 266.0 | 3.6 | False | None | None | False | None | False | 957.6 | 0 | | 4055853 | 157561 | None | code07 | Steel Fabrication : 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.) Volume 1 (PWD CSR 2023-24 Page No 18, It No 2.11) h)All other type of structures with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Kg | 79011.0 | 79011.0 | 0.26 | False | None | None | False | None | False | 20542.86 | 0 |
| | 1727080862000 | 0 | None | None | Roads | Metalling road from Pattihal to M.K. Hubli in Kittur Taluka | 844684.77 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4055854 | 157562 | None | code01 | 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 with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Sqm | 393.0 | 393.0 | 5.054 | False | None | None | False | None | False | 1986.222 | 0 | | 4055855 | 157562 | None | code02 | Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Sqm | 5.0 | 5.0 | 3971.0 | False | None | None | False | None | False | 19855.0 | 0 | | 4055856 | 157562 | None | code03 | 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 & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 493.0 | 493.0 | 758.1 | False | None | None | False | None | False | 373743.3 | 0 | | 4055857 | 157562 | None | code04 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Using Screening Crushable type such as Moorum or Gravel B) Mechanical Means with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 2164.0 | 2164.0 | 203.0625 | False | None | None | False | None | False | 439427.25 | 0 | | 4055858 | 157562 | None | code05 | Providing and fixing 'logo Board ' of PMgSY at intermediate 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 nos75x75x6 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
made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Each | 9673.0 | 9673.0 | 1.0 | False | None | None | False | None | False | 9673.0 | 0 |
| | 1727080862000 | 0 | None | None | Roads | Improvements to road from Umesh Jootanavar house to Kalaghatagi house at Sampagaon village in Bailhongal Taluka | 464846.61 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4055859 | 157563 | None | code01 | Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means. with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Sqm | 50.0 | 50.0 | 357.5 | False | None | None | False | None | False | 17875.0 | 0 | | 4055860 | 157563 | None | code02 | Compacting original ground supporting embankment : Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 105.0 | 105.0 | 71.5 | False | None | None | False | None | False | 7507.5 | 0 | | 4055861 | 157563 | None | code03 | Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density For Grading I Material with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 2523.0 | 2523.0 | 26.81 | False | None | None | False | None | False | 67641.63 | 0 | | 4055862 | 157563 | None | code04 | 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, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 6754.0 | 6754.0 | 53.62 | False | None | None | False | None | False | 362149.48 | 0 | | 4055863 | 157563 | None | code05 | 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 nos75x75x6 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- with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | No | 9673.0 | 9673.0 | 1.0 | False | None | None | False | None | False | 9673.0 | 0 |
| | 1727080862000 | 0 | None | None | Roads | Construction of Drain | 379277.73 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4055864 | 157564 | None | code01 | Earth work in surface excavation for stripping, seating of bund, Road way by manual means for lowering & levelling the ground for all works other than foundation & depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications, including setting out, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 575.0 | 575.0 | 56.7 | False | None | None | False | None | False | 32602.5 | 0 | | 4055865 | 157564 | None | code02 | 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 1:4:8( M5) Using 40 mm and down size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 5664.0 | 5664.0 | 9.45 | False | None | None | False | None | False | 53524.8 | 0 | | 4055866 | 157564 | None | code03 | 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 (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 & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 7603.2 | 7603.2 | 22.31 | False | None | None | False | None | False | 169627.392 | 0 | | 4055867 | 157564 | None | code04 | Fiilling 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 & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Sqm | 266.0 | 266.0 | 14.18 | False | None | None | False | None | False | 3771.88 | 0 | | 4055868 | 157564 | None | code05 | 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 & unloading charges including cost and conveyance of all materials, labour, equipments, HOM of machinary and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Kg | 89.46 | 89.46 | 1338.6 | False | None | None | False | None | False | 119751.156 | 0 |
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