Full bill of quantity

Item Desciption Unit Quanity Rate Amount
1 Site establishment sum 1    
2 Contractual requirements sum 1    
3 Excavate and trim to lines and grades for foundations. m³      
4 Excavate material behind proposed wall face to specified width and spoil, to allow for placement of geosynthetic reinforcement and imported fill m³      
5 Excavate material behind proposed wall face to specified width and stockpile, to allow for placement of geosynthetic reinforcement and stockpiled fill. m³      
6 trimming of batter faces to correct angle and embankment preparation work prior to placement of retaining wall blocks and fill m²      
7 Supply and place 20Mpa concrete in foundations as per detail, or m³      
8 Supply and place crushed stone / gravel pad in foundations as per detail m³      
9 Supply and place steel reinforcement in foundations and walls if specified kg      
10 Supply and install TERRAFORCE BLOCKS
TYPE ________ 		m²      
11 Granular fill from stockpile:
Supply, spread in layers less than 150mm thick, water to optimum moisture content and compact fill to 90% Mod AASHTO 		m³      
12 Granular fill supplied by others to the workface:
Supply, spread in layers less than 150mm thick, water to optimum moisture content and compact fill to 90% Mod AASHTO 		m³      
13 Granular fill obtained from commercial sources:
Supply, spread in layers less than 150mm thick, water to optimum moisture content and compact fill to 90% Mod AASHTO 		m³      
14 Supply, install at specified elevation and orientation geosynthetic reinforcement type __________ Fill shall be placed, spread and compacted in such a manner that eliminates the developement of wrinkles and/or movement of geosynthetic reinforcement. m²      
15 Supply, install at specified elevation perforated drainage collection pipe type _________ to maintain gravity flow of water to outside of reinforced soil zone. m      
16 Wrap drainage collection pipe and 19mm drainage aggregate in drainage material type _________ m      
17 Supply and install drainage filter fabric type _______ along excavated batter as specified m²      
18 Supply and lay Findrain / Wickdrain ...mm wide at 45° angles along excavated batter at 2m centres, as per the specifications. Connect to perforated collector pipe. Pipe measured under item 15. m      
19 Fill retaining blocks with garden soil lightly tamped as the work proceeds m³      
20 Professional Engineer's design fees %      
21 Professional Engineer's supervision fees sum