| SL# | Item Code | Item Description | Unit |
Rate for ZoneA Dhaka & Mymensingh Division |
Rate for ZoneB Chattogram & Sylhet Division |
Rate for ZoneC Rajshahi & Rangpur Division |
Rate for ZoneD Khulna & Barishal Division |
|---|---|---|---|---|---|---|---|
| DIVISION 02 : EXCAVATION, FILLING & SITE DEVELOPMENT AND PALISADING | |||||||
| 51. | 02.1.5 | Earthwork in excavation in foundation trenches up to 1.5 m depth and maximum 10 m lead: in very soft / saturated / organic clayey soil / soil of semi-liquid state. | cum | 336 | 329 | 306 | 306 |
| 52. | 02.1.6 | Added rate for each additional 0.5 meter depth exceeding 1.5 meter. | cum | 36 | 35 | 32 | 32 |
| 53. | 02.1.7 | Added rate for each 1 m additional lead beyond 10 m. | cum | 5 | 5 | 4 | 4 |
| 54. | 02.10.1 | Sand filling in foundation trenches and plinth with sand having F.M. 0.5 to 0.8 in 150 mm layers including leveling, watering and compaction to achieve minimum dry density of 95% with optimum moisture content (Modified proctor test) by ramming each layer up to finished level as per design supplied by the design office only, all complete and accepted by the Engineer-in-charge. | cum | 1167 | 1169 | 1114 | 1114 |
| 55. | 02.10.2 | Sand filling in foundation trenches and plinth with sand having min. F.M. 1.2 in 150 mm in layers including leveling, watering and compaction to achieve minimum dry density of 95% with optimum moisture content (Modified proctor test) by ramming each layer up to finished level as per design supplied by the design office only, all complete and accepted by the Engineer-in-charge. | cum | 1296 | 1301 | 1246 | 1246 |
| 56. | 02.10.3 | Sand filling in foundation trenches and plinth with sand having min. F.M. 2.2 in 150 mm layers including leveling, watering and compaction to achieve minimum dry density of 95% with optimum moisture content (Modified proctor test) by ramming each layer up to finished level as per design supplied by the design office only, all complete and accepted by the Engineer-in-charge. | cum | 3257 | 3315 | 3176 | 3142 |
| 57. | 02.11 | 50 mm down graded picked jhama khoa consolidation in foundation trenches by mixing the same with best quality local sand (F.M. 1.2) in (2:1) (khoa: sand) proportion to achieve minimum dry density of 95% with optimum moisture content (Modified proctor test) including breaking and screening chips, laying and spreading in 150 mm layers uniformly and compacting etc. all complete and accepted by the Engineer-in-charge. | cum | 5060 | 5045 | 4892 | 4825 |
| 58. | 02.12 | 50 mm down graded picked jhama khoa consolidation in foundation trenches by mixing in mixer machine with best quality local sand (F.M. 1.2) and cement in (1:6:12) (cement: sand: khoa) proportion to achieve minimum dry density of 95% with optimum moisture content (Modified proctor test) including breaking and screening chips, laying and spreading in150 mm layers uniformly and compacting etc. all complete and accepted by Engineer-in-charge. | cum | 5810 | 5776 | 5645 | 5579 |
| 59. | 02.13 | Earth filling in foundation trenches and plinth in 150 mm layer with earth available within 90 m of the building site to achive minimum dry density of 95% with optimum moisture content (Modified proctor test) including carrying watering, leveling, dressing and compacting to a specified percentage each layer up to finished level etc. all complete and accepted by Engineer-in-charge. | cum | 255 | 249 | 232 | 232 |
| 60. | 02.14 | Cleaning and disposing of excavated earth from the construction site by truck or by any other means to a place within 30 km radius of the city or town area including loading & unloading at both ends, leveling and dressing the carried earth etc. complete and accepted by the Engineer-in-charge. | cum | 803 | 798 | 782 | 782 |
