| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1708964374000 | 0 | None | None | Roads | CONSTRUCTION OF ROAD FROM AURAD-MUDHOL ROAD TO SEVANAIK THANDA AND DHANSING THANDA KHANDIKERI IN AURAD TALUKA UNDER KKRDB 2023-24 | 12092988.2 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2815263 | 90873 | None | 5 (ii) A | 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. PWD SR-2023-24, Vol. 3 | Sqm | 4.13 | 4.13 | 4473.0 | False | None | None | False | None | False | 18473.49 | 0 | | 2815264 | 90873 | None | 3.7 | Loosening, Levelling 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 PWD SR-2023-24, Vol. 3 | Cum | 110.25 | 110.25 | 2034.0 | False | None | None | False | None | False | 224248.5 | 0 | | 2815265 | 90873 | None | 16.8 b | Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification PWD SR-2023-24, Vol. 3 | Rmtr | 26.25 | 26.25 | 2520.0 | False | None | None | False | None | False | 66150.0 | 0 | | 2815266 | 90873 | None | 8.29 i | Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe PWD SR-2023-24, Vol. 3 | Rmtr | 2322.6 | 2322.6 | 60.0 | False | None | None | False | None | False | 139356.0 | 0 | | 2815267 | 90873 | None | 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 PWD SR-2023-24, Vol. 1 | Cum | 99.75 | 99.75 | 1547.45 | False | None | None | False | None | False | 154358.1375 | 0 | | 2815268 | 90873 | None | 14.5 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification PWD SR-2023-24, Vol. 3 | Cum | 3187.8 | 3187.8 | 691.2 | False | None | None | False | None | False | 2203407.36 | 0 | | 2815269 | 90873 | None | 1.7 | Construction of Embankment : Construction of embankment with approved material obtained Road Way Cutting and excavation from drain and foundation of other structures graded and compacted to meet requriement of Table 300.1 PWD SR-2023-24, Vol. 1 | Cum | 124.95 | 124.95 | 1366.55 | False | None | None | False | None | False | 170750.4225 | 0 | | 2815270 | 90873 | None | 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 PWD SR-2023-24, Vol.1 | Cum | 497.7 | 497.7 | 3179.6 | False | None | None | False | None | False | 1582486.92 | 0 | | 2815271 | 90873 | None | 4.2 b (v) | 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 PWD SR-2023-24, Vol. 3 | Cum | 2476.95 | 2476.95 | 804.8 | False | None | None | False | None | False | 1993449.36 | 0 | | 2815272 | 90873 | None | 3.6 | Construction of Subgrade and Earthen Shoulders : Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement PWD SR-2023-24, Vol.1 | Cum | 517.65 | 517.65 | 1499.71 | False | None | None | False | None | False | 776324.8815 | 0 | | 2815273 | 90873 | None | 4.14 b i a) | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-upthe interstices of coarse aggregate, watering and compacting to the required density grading 2 PWD SR-2023-24, Vol.3 | Cum | 2272.2 | 2272.2 | 278.44 | False | None | None | False | None | False | 632671.368 | 0 | | 2815274 | 90873 | None | 4.14 ii b | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 PWD SR-2023-24, Vol.3 | Cum | 2526.3 | 2526.3 | 413.44 | False | None | None | False | None | False | 1044473.472 | 0 | | 2815275 | 90873 | None | 5.1 a i | Providing and applying primer coat with SSI grade Bitumen Emulsion on prepared surface of granual base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. PWD SR-2023-24, Vol.3 | Sqm | 43.05 | 43.05 | 3712.5 | False | None | None | False | None | False | 159823.125 | 0 | | 2815276 | 90873 | None | 5.3 i | Providing and applying tack coat with Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom PWD SR-2023-24, Vol.3 | Sqm | 14.7 | 14.7 | 3712.5 | False | None | None | False | None | False | 54573.75 | 0 | | 2815277 | 90873 | None | 5.19 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot mix plant of appropriate capacity not lss than 200 tonne per hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. PWD SR-2023-24, Vol.3 | Sqm | 156.45 | 156.45 | 3712.5 | False | None | None | False | None | False | 580820.625 | 0 | | 2815278 | 90873 | None | 5.21 (ii) | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Case - II : Type B By Mechanical Means Bitumen S-65( I.No 5.11-Case-II/Type-B( II) PWD SR-2023-24, Vol.3 | Sqm | 54.6 | 54.6 | 3712.5 | False | None | None | False | None | False | 202702.5 | 0 | | 2815279 | 90873 | None | 16.28 | 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 M25 (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), PWD SR-2023-24, Vol.3 | Cum | 7091.7 | 7091.7 | 270.0 | False | None | None | False | None | False | 1914759.0 | 0 | | 2815280 | 90873 | None | 8.15 (ii) | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification PWD SR-2023-24, Vol.3 | No | 3073.35 | 3073.35 | 2.0 | False | None | None | False | None | False | 6146.7 | 0 | | 2815281 | 90873 | None | 8.15 (iii) | Reinforced cement concrete M15 grade 200 m stone (precast)/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification PWD SR-2023-24, Vol.3 | No | 884.1 | 884.1 | 6.0 | False | None | None | False | None | False | 5304.6 | 0 | | 2815282 | 90873 | None | 8.5 a ii | Providing and fixing of Retro-reflectorised Traffic Signs, mandatory and informatory sign board as per IRC.67 made of Encapsulapted Lens Type Reflective Sheeting vide clause 1701.2.3 Fifed Over alluminum Sheeting,1.5mm thick supported on a mild steel angle iron post 75 mm x 75mmX 6mm firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x50x600 mm, 600 mm below ground level as per approved drawing and technical specification 900 mm Equilateral triangle PWD SR-2023-24, Vol.3 | No | 4918.2 | 4918.2 | 8.0 | False | None | None | False | None | False | 39345.6 | 0 | | 2815283 | 90873 | None | 8.7 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete PWD SR-2023-24, Vol.3 Place Identification Board | Sqm | 9460.5 | 9460.5 | 5.4 | False | None | None | False | None | False | 51086.7 | 0 | | 2815284 | 90873 | None | 8.7 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete PWD SR-2023-24, Vol.3 KKRDB Main information Board | Sqm | 9460.5 | 9460.5 | 1.8 | False | None | None | False | None | False | 17028.9 | 0 | | 2815285 | 90873 | None | 8.15 | Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. PWD SR-2023-24, Vol.3 | Sqm | 556.5 | 556.5 | 40.0 | False | None | None | False | None | False | 22260.0 | 0 | | 2815286 | 90873 | None | 8.18 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting PWD SR-2023-24, Vol.3 | No | 785.4 | 785.4 | 42.0 | False | None | None | False | None | False | 32986.8 | 0 |
| | 1708964374000 | 0 | None | None | Roads | CONSTRUCTION 4 VENTS 1000 MM DIA LLC CH. 0.99 KM (1 No) | 2112540.96 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2815287 | 90874 | None | 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, PWD SR-2023-24, Vol. 1 | Cum | 107.1 | 107.1 | 434.62 | False | None | None | False | None | False | 46547.802 | 0 | | 2815288 | 90874 | None | 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. PWD SR-2023-24, Vol.1 | Cum | 497.7 | 497.7 | 158.1 | False | None | None | False | None | False | 78686.37 | 0 | | 2815289 | 90874 | None | 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 Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates materials PWD SR-2023-24, Vol.1 | Cum | 6511.05 | 6511.05 | 15.48 | False | None | None | False | None | False | 100791.054 | 0 | | 2815290 | 90874 | None | 2.4.2 | 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 M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates needle vibrators, providing weep holes PWD SR-2023-24, Vol.1 | Cum | 6639.15 | 6639.15 | 129.9 | False | None | None | False | None | False | 862425.585 | 0 | | 2815291 | 90874 | None | 16.15 b | 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 parapet clause 1106 (B) 1000 mm dia PWD SR-2023-24, Vol.3 | Rmtr | 8355.9 | 8355.9 | 50.0 | False | None | None | False | None | False | 417795.0 | 0 | | 2815292 | 90874 | None | 4.2 b (v) | 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 By Mix in Place Method PWD SR-2023-24, Vol. 3 | Cum | 2476.95 | 2476.95 | 13.5 | False | None | None | False | None | False | 33438.825 | 0 | | 2815293 | 90874 | None | 4.14 ii | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices ofcoarse aggregate, watering and compacting to the required density PWD SR-2023-24, Vol.3 | Cum | 2526.3 | 2526.3 | 14.58 | False | None | None | False | None | False | 36833.454 | 0 | | 2815294 | 90874 | None | 16.28 | 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 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity PWD SR-2023-24, Vol.3 16.27 | Cum | 7091.7 | 7091.7 | 45.0 | False | None | None | False | None | False | 319126.5 | 0 | | 2815295 | 90874 | None | 14.1 a | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications PWD SR-2023-24, Vol.3 | Cum | 2007.6 | 2007.6 | 10.92 | False | None | None | False | None | False | 21922.992 | 0 | | 2815296 | 90874 | None | 14.4 a | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications PWD SR-2023-24, Vol.3 | Cum | 2007.6 | 2007.6 | 18.0 | False | None | None | False | None | False | 36136.8 | 0 | | 2815297 | 90874 | None | 8.18 | Reinforced cement concrete M 15 grade boundary pillars/local stone of standard design as per IRC : 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification PWD SR-2023-24, Vol.3 | No | 785.4 | 785.4 | 32.0 | False | None | None | False | None | False | 25132.8 | 0 | | 2815298 | 90874 | None | 2.11 h | Supplying, Fitting and Placing TMT FE 550/550D steel Reinforcement including cost of all material machinery, labour, cleaning straighting, cutting,bending, hooking laping /welding joints tying with binding wire / soft annealed steel wire and other ancillary operation complete as per drawing and technical specification. sub-structure complete as per Drawing and Technical Specifications PWD SR-2023-24, Vol.1 | Tonne | 82961.55 | 82961.55 | 0.78 | False | None | None | False | None | False | 64710.009 | 0 | | 2815299 | 90874 | None | 2.4.2 a | form work for item No. 4 | Cum | 531.13 | 531.13 | 129.9 | False | None | None | False | None | False | 68993.787 | 0 |
| | 1708964374000 | 0 | None | None | Roads | CONSTRUCTION 2 VENT 1200 MM DIA PIPE CULVERTS CH.0.69 KM | 460044.74 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2815300 | 90875 | None | 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, PWD SR-2023-24, Vol. 1 | Cum | 107.1 | 107.1 | 64.01 | False | None | None | False | None | False | 6855.471 | 0 | | 2815301 | 90875 | None | 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. PWD SR-2023-24, Vol.1 | Cum | 497.7 | 497.7 | 19.36 | False | None | None | False | None | False | 9635.472 | 0 | | 2815302 | 90875 | None | 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 Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates materials PWD SR-2023-24, Vol.1 | Cum | 6511.05 | 6511.05 | 4.33 | False | None | None | False | None | False | 28192.8465 | 0 | | 2815303 | 90875 | None | 2.4.2 | 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 M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates needle vibrators, providing weep holes PWD SR-2023-24, Vol.1 | Cum | 6639.15 | 6639.15 | 29.23 | False | None | None | False | None | False | 194062.3545 | 0 | | 2815304 | 90875 | None | 16.15 c | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapet clause 1106 (B) 1200 mm dia PWD SR-2023-24, Vol.3 | Rmtr | 8846.25 | 8846.25 | 15.0 | False | None | None | False | None | False | 132693.75 | 0 | | 2815305 | 90875 | None | 14.1 a | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications PWD SR-2023-24, Vol.3 | Cum | 2007.6 | 2007.6 | 3.96 | False | None | None | False | None | False | 7950.096 | 0 | | 2815306 | 90875 | None | 14.4 a | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications PWD SR-2023-24, Vol.3 | Cum | 2007.6 | 2007.6 | 12.0 | False | None | None | False | None | False | 24091.2 | 0 | | 2815307 | 90875 | None | 8.18 | Reinforced cement concrete M 15 grade boundary pillars/local stone of standard design as per IRC : 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification PWD SR-2023-24, Vol.3 | No | 785.4 | 785.4 | 10.0 | False | None | None | False | None | False | 7854.0 | 0 | | 2815308 | 90875 | None | 2.11 h | Supplying, Fitting and Placing TMT FE 550/550D steel Reinforcement including cost of all material machinery, labour, cleaning straighting, cutting,bending, hooking laping /welding joints tying with binding wire / soft annealed steel wire and other ancillary operation complete as per drawing and technical specification. sub-structure complete as per Drawing and Technical Specifications PWD SR-2023-24, Vol.1 | Tonne | 82961.55 | 82961.55 | 0.4 | False | None | None | False | None | False | 33184.62 | 0 | | 2815309 | 90875 | None | 2.4.2 a | for form work to It No. 4 | Cum | 531.13 | 531.13 | 29.23 | False | None | None | False | None | False | 15524.9299 | 0 |
| | 1708964374000 | 0 | None | None | Roads | CONSTRUCTION 1 VENT 1000 MM DIA PIPE CULVERTS CH.1.22 KM | 325937.81 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2815310 | 90876 | None | 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, PWD SR-2023-24, Vol. 1 | Cum | 107.1 | 107.1 | 31.07 | False | None | None | False | None | False | 3327.597 | 0 | | 2815311 | 90876 | None | 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. PWD SR-2023-24, Vol.1 | Cum | 497.7 | 497.7 | 6.02 | False | None | None | False | None | False | 2996.154 | 0 | | 2815312 | 90876 | None | 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 Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates materials PWD SR-2023-24, Vol.1 | Cum | 6511.05 | 6511.05 | 3.18 | False | None | None | False | None | False | 20705.139 | 0 | | 2815313 | 90876 | None | 2.4.2 | 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 M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates needle vibrators, providing weep holes PWD SR-2023-24, Vol.1 | Cum | 6639.15 | 6639.15 | 22.49 | False | None | None | False | None | False | 149314.4835 | 0 | | 2815314 | 90876 | None | 16.15 b | 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 parapet clause 1106 (B) 1000 mm dia PWD SR-2023-24, Vol.3 | Rmtr | 8355.9 | 8355.9 | 10.0 | False | None | None | False | None | False | 83559.0 | 0 | | 2815315 | 90876 | None | 14.1 a | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications PWD SR-2023-24, Vol.3 | Cum | 2007.6 | 2007.6 | 1.86 | False | None | None | False | None | False | 3734.136 | 0 | | 2815316 | 90876 | None | 14.4 a | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications PWD SR-2023-24, Vol.3 | Cum | 2007.6 | 2007.6 | 9.6 | False | None | None | False | None | False | 19272.96 | 0 | | 2815317 | 90876 | None | 8.18 | Reinforced cement concrete M 15 grade boundary pillars/local stone of standard design as per IRC : 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification PWD SR-2023-24, Vol.3 | No | 785.4 | 785.4 | 10.0 | False | None | None | False | None | False | 7854.0 | 0 | | 2815318 | 90876 | None | 2.11 h | Supplying, Fitting and Placing TMT FE 550/550D steel Reinforcement including cost of all material machinery, labour, cleaning straighting, cutting,bending, hooking laping /welding joints tying with binding wire / soft annealed steel wire and other ancillary operation complete as per drawing and technical specification. sub-structure complete as per Drawing and Technical Specifications PWD SR-2023-24, Vol.1 | Tonne | 82961.55 | 82961.55 | 0.28 | False | None | None | False | None | False | 23229.234 | 0 | | 2815319 | 90876 | None | 2.4.2 a | form work for it No. 4 | Cum | 531.13 | 531.13 | 22.49 | False | None | None | False | None | False | 11945.1137 | 0 |
| | 1708964374000 | 0 | None | None | Roads | CONSTRUCTION 1 VENT 1000 MM DIA PIPE CULVERTS CH.0.00 KM | 325937.81 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2815320 | 90877 | None | 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, PWD SR-2023-24, Vol. 1 | Cum | 107.1 | 107.1 | 31.07 | False | None | None | False | None | False | 3327.597 | 0 | | 2815321 | 90877 | None | 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. PWD SR-2023-24, Vol.1 | Cum | 497.7 | 497.7 | 6.02 | False | None | None | False | None | False | 2996.154 | 0 | | 2815322 | 90877 | None | 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 Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates materials PWD SR-2023-24, Vol.1 | Cum | 6511.05 | 6511.05 | 3.18 | False | None | None | False | None | False | 20705.139 | 0 | | 2815323 | 90877 | None | 2.4.2 | 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 M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates needle vibrators, providing weep holes PWD SR-2023-24, Vol.1 | Cum | 6639.15 | 6639.15 | 22.49 | False | None | None | False | None | False | 149314.4835 | 0 | | 2815324 | 90877 | None | 16.15 b | 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 parapet clause 1106 (B) 1000 mm dia PWD SR-2023-24, Vol.3 | Rmtr | 8355.9 | 8355.9 | 10.0 | False | None | None | False | None | False | 83559.0 | 0 | | 2815325 | 90877 | None | 14.1 a | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications PWD SR-2023-24, Vol.3 | Cum | 2007.6 | 2007.6 | 1.86 | False | None | None | False | None | False | 3734.136 | 0 | | 2815326 | 90877 | None | 14.4 a | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications PWD SR-2023-24, Vol.3 | Cum | 2007.6 | 2007.6 | 9.6 | False | None | None | False | None | False | 19272.96 | 0 | | 2815327 | 90877 | None | 8.18 | Reinforced cement concrete M 15 grade boundary pillars/local stone of standard design as per IRC : 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification PWD SR-2023-24, Vol.3 | No | 785.4 | 785.4 | 10.0 | False | None | None | False | None | False | 7854.0 | 0 | | 2815328 | 90877 | None | 2.11 h | Supplying, Fitting and Placing TMT FE 550/550D steel Reinforcement including cost of all material machinery, labour, cleaning straighting, cutting,bending, hooking laping /welding joints tying with binding wire / soft annealed steel wire and other ancillary operation complete as per drawing and technical specification. sub-structure complete as per Drawing and Technical Specifications PWD SR-2023-24, Vol.1 | Tonne | 82961.55 | 82961.55 | 0.28 | False | None | None | False | None | False | 23229.234 | 0 | | 2815329 | 90877 | None | 2.4.2 a | form work for ite No. 4 | Cum | 531.13 | 531.13 | 22.49 | False | None | None | False | None | False | 11945.1137 | 0 |
| | 1708964374000 | 0 | None | None | Roads | CONSTRUCTION OF 0.90 X 0.90 Mtr Deck Slab Culvert Km. 1.40 | 163184.27 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2815330 | 90878 | None | 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, PWD SR-2023-24, Vol. 1 | Cum | 107.1 | 107.1 | 19.51 | False | None | None | False | None | False | 2089.521 | 0 | | 2815331 | 90878 | None | 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 Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates materials PWD SR-2023-24, Vol.1 | Cum | 6511.05 | 6511.05 | 1.95 | False | None | None | False | None | False | 12696.5475 | 0 | | 2815332 | 90878 | None | 2.4.2 | 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 M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates needle vibrators, providing weep holes PWD SR-2023-24, Vol.1 | Cum | 6639.15 | 6639.15 | 11.03 | False | None | None | False | None | False | 73229.8245 | 0 | | 2815333 | 90878 | None | 2.5.2 | 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 finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour,
Usage charges of machinery, curing and all other appurtenances
required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates PWD SR-2023-24, Vol.1 | Cum | 7185.15 | 7185.15 | 2.84 | False | None | None | False | None | False | 20405.826 | 0 | | 2815334 | 90878 | None | 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 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates PWD SR-2023-24, Vol.1 | Cum | 6639.15 | 6639.15 | 0.49 | False | None | None | False | None | False | 3253.1835 | 0 | | 2815335 | 90878 | None | 2.11 h | Supplying, Fitting and Placing TMT FE 550/550D steel Reinforcement including cost of all material machinery, labour, cleaning straighting, cutting,bending, hooking laping /welding joints tying with binding wire / soft annealed steel wire and other ancillary operation complete as per drawing and technical specification. sub-structure complete as per Drawing and Technical Specifications PWD SR-2023-24, Vol.1 | Tonne | 82961.55 | 82961.55 | 0.4 | False | None | None | False | None | False | 33184.62 | 0 | | 2815336 | 90878 | None | 12.3 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification PWD SR-2023-24, Vol.3 | Cum | 1226.4 | 1226.4 | 3.24 | False | None | None | False | None | False | 3973.536 | 0 | | 2815337 | 90878 | None | 8.18 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting PWD SR-2023-24, Vol.3 | No | 785.4 | 785.4 | 8.0 | False | None | None | False | None | False | 6283.2 | 0 | | 2815338 | 90878 | None | 2.4.2 a | form work for It No. 3 | Cum | 331.96 | 331.96 | 11.03 | False | None | None | False | None | False | 3661.5188 | 0 | | 2815339 | 90878 | None | 2.4.2 b | form work for It No. 5 (10%) | Cum | 663.91 | 663.91 | 0.49 | False | None | None | False | None | False | 325.3159 | 0 | | 2815340 | 90878 | None | 2.5.2 a | Form work for it No 4 (20%) | Cum | 1437.03 | 1437.03 | 2.84 | False | None | None | False | None | False | 4081.1652 | 0 |
| | 1708964374000 | 0 | None | None | Roads | 750 MM Dia NP3 Single Row Pipe Culvert (10 Nos) | 473706.51 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2815341 | 90879 | None | 16.15 c | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapet clause 750 mm dia PWD SR-2023-24, Vol.3 | Rmtr | 3501.75 | 3501.75 | 75.0 | False | None | None | False | None | False | 262631.25 | 0 | | 2815342 | 90879 | None | 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. PWD SR-2023-24, Vol.1 | Cum | 497.7 | 497.7 | 315.19 | False | None | None | False | None | False | 156870.063 | 0 | | 2815343 | 90879 | None | 14.4 a | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications PWD SR-2023-24, Vol.3 | Cum | 2007.6 | 2007.6 | 27.0 | False | None | None | False | None | False | 54205.2 | 0 |
| | 1708964374000 | 0 | None | None | Roads | LAYING RAISING MAIN PIPE LINE FOR WATER SUPPLY | 314353.2 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2815344 | 90880 | None | 1.17 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other
deleterious matter PWD SR-2023-24, Vol.1 | Cum | 275.1 | 275.1 | 216.0 | False | None | None | False | None | False | 59421.6 | 0 | | 2815345 | 90880 | None | 1.11 | Filling approved 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. PWD SR-2023-24, Vol.1 | Cum | 454.65 | 454.65 | 24.0 | False | None | None | False | None | False | 10911.6 | 0 | | 2815346 | 90880 | None | 10.1.6 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes PWD SR-2023-24, Vol.5 | Rmtr | 308.7 | 308.7 | 400.0 | False | None | None | False | None | False | 123480.0 | 0 | | 2815347 | 90880 | None | 10.11.6 | Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments PWD SR-2023-24, Vol.5 | Each | 409.5 | 409.5 | 2.0 | False | None | None | False | None | False | 819.0 | 0 | | 2815348 | 90880 | None | 10.13 | Supply and delivery at site special moulded variety PVC reducer as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments PWD SR-2023-24, Vol.5 | Each | 155.4 | 155.4 | 2.0 | False | None | None | False | None | False | 310.8 | 0 | | 2815349 | 90880 | None | 10.15.6 | Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials
with jointing of approved type, with all labour with encasing the pipe PWD SR-2023-24, Vol.5 | Rmtr | 94.5 | 94.5 | 400.0 | False | None | None | False | None | False | 37800.0 | 0 | | 2815350 | 90880 | None | 13.64 | Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. PWD SR-2023-24, Vol.2 | Cum | 404.25 | 404.25 | 192.0 | False | None | None | False | None | False | 77616.0 | 0 | | 2815351 | 90880 | None | 11.15 | Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically PWD SR-2023-24, Vol.5 | No | 1997.1 | 1997.1 | 2.0 | False | None | None | False | None | False | 3994.2 | 0 |
| | 1708964374000 | 0 | None | None | Roads | Utility Shifting Charges (Pole Shifting) (Sub estimate) | 463643.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2815352 | 90881 | None | Estimate No: 347076 | Shifting/replacing of electrical poles including loading unloading and inspection charges etc., complete as per direction engineer in charge of work | Set | 463643.0 | 463643.0 | 1.0 | False | None | None | False | None | False | 463643.0 | 0 |
|
|
|---|