1723098777000 | 1 | None | None | Buildings | Construction of Samudaya Bhavan at Nagamarpalli Village in Aurad (B) taluka | 496268.61 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3720716 | 137832 | None | Vol (I) 1.15.1 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. | Cum | 381.15 | 381.15 | 26.91 | False | None | None | False | None | False | 10256.7465 | 0 | 3720717 | 137832 | None | Vol (I) 2.1.2 | 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. | Cum | 5947.2 | 5947.2 | 3.92 | False | None | None | False | None | False | 23313.024 | 0 | 3720718 | 137832 | None | Vol (II) 2.2.1 | 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. | Cum | 6799.39 | 6799.39 | 5.18 | False | None | None | False | None | False | 35220.8402 | 0 | 3720719 | 137832 | None | Vol (II) 2.5.1 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine
mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour,
Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The costof steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm and down size graded crushed coarse
aggregates | Cum | 7657.65 | 7657.65 | 3.85 | False | None | None | False | None | False | 29481.9525 | 0 | 3720720 | 137832 | None | Vol (II) 2.5.1 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & form work to be paid separately) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates. | Cum | 8353.8 | 8353.8 | 11.44 | False | None | None | False | None | False | 95567.472 | 0 | 3720721 | 137832 | None | Vol (II) 2.1.1.a | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Tonne | 93929.85 | 93929.85 | 1.65 | False | None | None | False | None | False | 154984.2525 | 0 | 3720722 | 137832 | None | Vol (II) 5.1.1 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with | Cum | 5891.55 | 5891.55 | 7.33 | False | None | None | False | None | False | 43185.0615 | 0 | 3720723 | 137832 | None | Vol (II) 5.6 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc., complete as per specification for Basement in CM 1:6 | Cum | 6770.4 | 6770.4 | 10.52 | False | None | None | False | None | False | 71224.608 | 0 | 3720724 | 137832 | None | Vol (I) 1.11 | 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. | Cum | 454.65 | 454.65 | 40.5 | False | None | None | False | None | False | 18413.325 | 0 | 3720725 | 137832 | None | Vol (I) 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 ofall materials of quality, labour, Usage charges of machineries, curing,and all the other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formworkshall be paid separately) Mix 1:3:6( M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5831.7 | 5831.7 | 2.25 | False | None | None | False | None | False | 13121.325 | 0 | 3720726 | 137832 | None | M.R. | Name Board | No | 1500.0 | 1500.0 | 1.0 | False | None | None | False | None | False | 1500.0 | 0 |
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