1724650183000 | 0 | None | None | Other Works | Construction of retaing wall near Nithinagara cross road Sathish house at ward no.35 in MCC limits | 243808.79 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3853478 | 147316 | 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. | Cum | 72.8 | 72.8 | 36.45 | False | None | None | False | None | False | 2653.56 | 0 | 3853479 | 147316 | 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 nominal size graded crushed coarse
aggregates | Cum | 6007.68 | 6007.68 | 1.35 | False | None | None | False | None | False | 8110.368 | 0 | 3853480 | 147316 | None | code03 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6072.64 | 6072.64 | 33.75 | False | None | None | False | None | False | 204951.6 | 0 | 3853481 | 147316 | None | code04 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification. I.S. 3620/1979 having compressive strength not less then 3.5 N/mm2 for saturated dry samples
For basement in CM 1:6 (Cement 45 kgs/M3) | Cum | 6373.92 | 6373.92 | 1.8 | False | None | None | False | None | False | 11473.056 | 0 | 3853482 | 147316 | None | code05 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 238.56 | 238.56 | 31.5 | False | None | None | False | None | False | 7514.64 | 0 | 3853483 | 147316 | None | code06 | 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 | 6637.12 | 6637.12 | 0.56 | False | None | None | False | None | False | 3716.7872 | 0 | 3853484 | 147316 | None | code07 | Disposal off the excess excavated earth of all types by vehicle including loading, unloading with all lead and lifts, labour, HOM of machineries etc. for Distance of 4 to 5 km | Cum | 147.84 | 147.84 | 36.45 | False | None | None | False | None | False | 5388.768 | 0 |
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