| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1709088851000 | 0 | None | None | Other Works | Construction of CC Road in Ward No 06 from Lakshmi Temple to Yalagi home home | 291312.84 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2830924 | 91624 | None | code01 | Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated
earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work In all kinds of soils upto 300 mm depth (PWD SR 2021-22 Vol:1 P.NO.8 I.No:1.12) | Cum | 66.95 | 66.95 | 60.0 | False | None | None | False | None | False | 4017.0 | 0 | | 2830925 | 91624 | None | code02 | Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per MoRT&H Spec 406 PWD SR 2021-22 Vol:3 P.NO.24 I.No:4.27 | Cum | 2465.82 | 2465.82 | 24.0 | False | None | None | False | None | False | 59179.68 | 0 | | 2830926 | 91624 | 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 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 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 PWD SR 2021-22 vol-3 page no-137 I.No-20.28 | Cum | 6336.56 | 6336.56 | 36.0 | False | None | None | False | None | False | 228116.16 | 0 |
| | 1709088851000 | 0 | None | None | Other Works | construction of CC Road in Ward No 09 from Jagu Mannur home to Hanamant Heerapur home | 166263.26 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2830927 | 91625 | None | code01 | Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated
earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work In all kinds of soils upto 300 mm depth (PWD SR 2021-22 Vol:1 P.NO.8 I.No:1.12) | Cum | 66.95 | 66.95 | 35.52 | False | None | None | False | None | False | 2378.064 | 0 | | 2830928 | 91625 | 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 as per MoRT&H Spec 305.PWD SR 2021-22 Vol:3 P.NO.15 I.No:3.6 | Cum | 425.39 | 425.39 | 17.76 | False | None | None | False | None | False | 7554.9264 | 0 | | 2830929 | 91625 | None | code03 | Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per MoRT&H Spec 406 PWD SR 2021-22 Vol:3 P.NO.24 I.No:4.27 | Cum | 2465.82 | 2465.82 | 17.76 | False | None | None | False | None | False | 43792.9632 | 0 | | 2830930 | 91625 | 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 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 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 PWD SR 2021-22 vol-3 page no-137 I.No-20.28 | Cum | 6336.56 | 6336.56 | 17.76 | False | None | None | False | None | False | 112537.3056 | 0 |
| | 1709088851000 | 1 | None | None | Other Works | Construction of CC Drain in Ward No 09 near Durga Devi Temple | 81890.34 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2830931 | 91626 | None | code01 | Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately as per MoRT&H Spec 202 | Cum | 434.66 | 434.66 | 0.27 | False | None | None | False | None | False | 117.3582 | 0 | | 2830932 | 91626 | None | code02 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 oflabour, tools & otherappurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m | Cum | 191.58 | 191.58 | 5.39 | False | None | None | False | None | False | 1032.6162 | 0 | | 2830933 | 91626 | None | code03 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 32.96 | 32.96 | 5.39 | False | None | None | False | None | False | 177.6544 | 0 | | 2830934 | 91626 | None | code04 | Providing and Filling in foundation with granite/trap broken metal 100 mm & down size & with approved sand including handpacking ramming watering including cost of all materials and labour with all lead and lift complete as per specifications | Cum | 2637.83 | 2637.83 | 1.54 | False | None | None | False | None | False | 4062.2582 | 0 | | 2830935 | 91626 | None | code05 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5720.62 | 5720.62 | 1.32 | False | None | None | False | None | False | 7551.2184 | 0 | | 2830936 | 91626 | None | code06 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub-structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6147.04 | 6147.04 | 4.9 | False | None | None | False | None | False | 30120.496 | 0 | | 2830937 | 91626 | None | code07 | Form Work As per recommendations of Technical working group,
rates for formwork shall be added on percentage basis to the finished concrete item rate. For drain form works consider 5% | Cum | 2151.46 | 2151.46 | 4.9 | False | None | None | False | None | False | 10542.154 | 0 | | 2830938 | 91626 | None | code08 | Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure /Superstructure complete as per Drawing and Technical Specifications. | Tonne | 82705.91 | 82705.91 | 0.331 | False | None | None | False | None | False | 27375.65621 | 0 | | 2830939 | 91626 | None | code09 | 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 vol1 Pg no 7 I.No1.8 | Cum | 414.06 | 414.06 | 2.2 | False | None | None | False | None | False | 910.932 | 0 |
| | 1709088851000 | 1 | None | None | Other Works | Construction of CC Drain in Ward No 13 from Chougale home to Devanagaon home | 165885.18 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2830940 | 91627 | None | code02 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 oflabour, tools & otherappurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m | Cum | 191.58 | 191.58 | 16.16 | False | None | None | False | None | False | 3095.9328 | 0 | | 2830941 | 91627 | None | code03 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 32.96 | 32.96 | 16.16 | False | None | None | False | None | False | 532.6336 | 0 | | 2830942 | 91627 | None | code04 | Providing and Filling in foundation with granite/trap broken metal 100 mm & down size & with approved sand including handpacking ramming watering including cost of all materials and labour with all lead and lift complete as per specifications | Cum | 2637.83 | 2637.83 | 4.04 | False | None | None | False | None | False | 10656.8332 | 0 | | 2830943 | 91627 | None | code05 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5720.62 | 5720.62 | 3.03 | False | None | None | False | None | False | 17333.4786 | 0 | | 2830944 | 91627 | None | code06 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub-structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6147.04 | 6147.04 | 9.59 | False | None | None | False | None | False | 58950.1136 | 0 | | 2830945 | 91627 | None | code07 | Form Work As per recommendations of Technical working group,
rates for formwork shall be added on percentage basis to the finished concrete item rate. For drain form works consider 5% | Cum | 2151.46 | 2151.46 | 9.59 | False | None | None | False | None | False | 20632.5014 | 0 | | 2830946 | 91627 | None | code08 | Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure /Superstructure complete as per Drawing and Technical Specifications. | Tonne | 82705.91 | 82705.91 | 0.6359 | False | None | None | False | None | False | 52592.688169 | 0 | | 2830947 | 91627 | None | code09 | 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 vol1 Pg no 7 I.No1.8 | Cum | 414.06 | 414.06 | 5.05 | False | None | None | False | None | False | 2091.003 | 0 |
| | 1709088851000 | 0 | None | None | Other Works | Construction of CC Drain in Ward No 16 from Galiba Chicksindagi home to Lamani home | 132022.56 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2830948 | 91628 | None | code02 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 oflabour, tools & otherappurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m | Cum | 191.58 | 191.58 | 14.4 | False | None | None | False | None | False | 2758.752 | 0 | | 2830949 | 91628 | None | code03 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 32.96 | 32.96 | 14.4 | False | None | None | False | None | False | 474.624 | 0 | | 2830950 | 91628 | None | code04 | Providing and Filling in foundation with granite/trap broken metal 100 mm & down size & with approved sand including handpacking ramming watering including cost of all materials and labour with all lead and lift complete as per specifications | Cum | 2637.83 | 2637.83 | 2.4 | False | None | None | False | None | False | 6330.792 | 0 | | 2830951 | 91628 | None | code05 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5720.62 | 5720.62 | 2.4 | False | None | None | False | None | False | 13729.488 | 0 | | 2830952 | 91628 | None | code06 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub-structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6147.04 | 6147.04 | 7.8 | False | None | None | False | None | False | 47946.912 | 0 | | 2830953 | 91628 | None | code07 | Form Work As per recommendations of Technical working group,
rates for formwork shall be added on percentage basis to the finished concrete item rate. For drain form works consider 5% | Cum | 2151.46 | 2151.46 | 7.8 | False | None | None | False | None | False | 16781.388 | 0 | | 2830954 | 91628 | None | code08 | Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure /Superstructure complete as per Drawing and Technical Specifications. | Tonne | 82705.91 | 82705.91 | 0.522 | False | None | None | False | None | False | 43172.48502 | 0 | | 2830955 | 91628 | None | code09 | 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 vol1 Pg no 7 I.No1.8 | Cum | 414.06 | 414.06 | 2.0 | False | None | None | False | None | False | 828.12 | 0 |
|
|
|---|