1727678600000 | 1 | None | None | Roads | Providing and laying of Paver Blocks and Construction of RCC Drain near Shivappa Ballida house main road at Ward No 05 in Devadurga Town | 259061.29 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4105859 | 160040 | None | code01 | 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, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 16.42 | False | None | None | False | None | False | 1758.582 | 0 | 4105860 | 160040 | None | code02 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 10.71 | False | None | None | False | None | False | 955.8675 | 0 | 4105861 | 160040 | None | code03 | 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 150mm, 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. | Cum | 110.25 | 110.25 | 7.14 | False | None | None | False | None | False | 787.185 | 0 | 4105862 | 160040 | None | code04 | 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 | Cum | 517.65 | 517.65 | 10.71 | False | None | None | False | None | False | 5544.0315 | 0 | 4105863 | 160040 | None | code05 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) | Sqm | 1219.05 | 1219.05 | 63.75 | False | None | None | False | None | False | 77714.4375 | 0 | 4105864 | 160040 | None | code06 | 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.) Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 1.17 | False | None | None | False | None | False | 7637.5845 | 0 | 4105865 | 160040 | None | code07 | 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 of labour, tools & other appurtenaces required to complete the work. | Cum | 107.1 | 107.1 | 16.2 | False | None | None | False | None | False | 1735.02 | 0 | 4105866 | 160040 | None | code08 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 8.1 | False | None | None | False | None | False | 722.925 | 0 | 4105867 | 160040 | None | code09 | 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 and down size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 2.7 | False | None | None | False | None | False | 16978.815 | 0 | 4105868 | 160040 | None | code10 | 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 & formwork to be paid separately).M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates | Cum | 6601.35 | 6601.35 | 8.68 | False | None | None | False | None | False | 57299.718 | 0 | 4105869 | 160040 | None | code11 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/ Superstructure complete as per Drawing and Technical Specifications. | MT | 90754.65 | 90754.65 | 0.531 | False | None | None | False | None | False | 48190.71915 | 0 | 4105870 | 160040 | None | code12 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate for drain formworks considered 5%. | Sqm | 328.4 | 328.4 | 121.0 | False | None | None | False | None | False | 39736.4 | 0 |
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