1725264151000 | 0 | None | None | Other Works | Construction of retaining wall near Maroli Yuva Mandala at ward no.37 in MCC limits | 501955.98 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3901481 | 150316 | None | code01 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical pecifications, 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..All kinds of soils. Depth upto 1.50 m | Cum | 271.04 | 271.04 | 117.45 | False | None | None | False | None | False | 31833.648 | 0 | 3901482 | 150316 | 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 inlayers 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6343.68 | 6343.68 | 3.92 | False | None | None | False | None | False | 24867.2256 | 0 | 3901483 | 150316 | None | code03 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 7155.68 | 7155.68 | 19.08 | False | None | None | False | None | False | 136530.3744 | 0 | 3901484 | 150316 | None | code04 | 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 | 6963.04 | 6963.04 | 1.08 | False | None | None | False | None | False | 7520.0832 | 0 | 3901485 | 150316 | None | code05 | 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 than 3.5 N/mm2 for
saturated dry samples - For Basement in C.M 1:6 | Cum | 7221.76 | 7221.76 | 28.14 | False | None | None | False | None | False | 203220.3264 | 0 | 3901486 | 150316 | None | code06 | 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 than 3.5 N/mm2 for saturated dry samples - For Super structure in CM 1:6 | Cum | 7565.6 | 7565.6 | 6.42 | False | None | None | False | None | False | 48571.152 | 0 | 3901487 | 150316 | None | code07 | Providing Flush/ Ruled pointing: Pointing on stone work with cement
mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lin ing, including cost of materials, labour, curing as per specifications and as
per directions of Engineer-in-c | Sqm | 285.6 | 285.6 | 72.4 | False | None | None | False | None | False | 20677.44 | 0 | 3901488 | 150316 | None | code08 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications | Mtr | 267.68 | 267.68 | 25.0 | False | None | None | False | None | False | 6692.0 | 0 | 3901489 | 150316 | None | code09 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 136.64 | 136.64 | 34.25 | False | None | None | False | None | False | 4679.92 | 0 | 3901490 | 150316 | None | code10 | 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 | 117.45 | False | None | None | False | None | False | 17363.808 | 0 |
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