| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1727422603000 | 0 | None | None | Roads | Construction of CC road from Primary School at Ganikoppa village in Bailhongal Taluka | 844974.2 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4093068 | 159396 | 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 | 656.0 | False | None | None | False | None | False | 32800.0 | 0 | | 4093069 | 159396 | 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 | 131.2 | False | None | None | False | None | False | 13776.0 | 0 | | 4093070 | 159396 | 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 | 49.2 | False | None | None | False | None | False | 124131.6 | 0 | | 4093071 | 159396 | 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 | 98.4 | False | None | None | False | None | False | 664593.6 | 0 | | 4093072 | 159396 | 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 |
| | 1727422603000 | 0 | None | None | Roads | Construction of CC Road in Kadabi Oni at Jakanaikanakoppa village in Bailhongal Taluka | 473552.5 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4093073 | 159397 | 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 | 420.0 | False | None | None | False | None | False | 21000.0 | 0 | | 4093074 | 159397 | 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 | 84.0 | False | None | None | False | None | False | 8820.0 | 0 | | 4093075 | 159397 | 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 | 31.5 | False | None | None | False | None | False | 79474.5 | 0 | | 4093076 | 159397 | 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 | 52.5 | False | None | None | False | None | False | 354585.0 | 0 | | 4093077 | 159397 | 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 |
| | 1727422603000 | 0 | None | None | Roads | Construction of Drain | 371538.84 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4093078 | 159398 | 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 | 35.1 | False | None | None | False | None | False | 20182.5 | 0 | | 4093079 | 159398 | 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 | 8.04 | False | None | None | False | None | False | 45538.56 | 0 | | 4093080 | 159398 | None | code03 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) 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 | 6618.0 | 6618.0 | 11.11 | False | None | None | False | None | False | 73525.98 | 0 | | 4093081 | 159398 | None | code04 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) 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 | 6618.0 | 6618.0 | 35.1 | False | None | None | False | None | False | 232291.8 | 0 |
| | 1727422603000 | 0 | None | None | Roads | Construction of CC road at Bhavihal village in Bailhongal Taluka | 591361.69 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4093082 | 159399 | None | code01 | Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means, Scarifying the existing road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead as per 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. | Sqm | 5.0 | 5.0 | 449.5 | False | None | None | False | None | False | 2247.5 | 0 | | 4093083 | 159399 | 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 | 67.42 | False | None | None | False | None | False | 7079.1 | 0 | | 4093084 | 159399 | None | code03 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with all lead, lifts, loading & 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 | 474.0 | 474.0 | 67.42 | False | None | None | False | None | False | 31957.08 | 0 | | 4093085 | 159399 | None | code04 | 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 | 33.71 | False | None | None | False | None | False | 85050.33 | 0 | | 4093086 | 159399 | None | code05 | 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 | 67.42 | False | None | None | False | None | False | 455354.68 | 0 | | 4093087 | 159399 | None | code06 | 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 |
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