S t rengt h P ric e m 3 S t r engt h P ric e m 3 10 M P a 160 00 15 M P a 250 k g 181 00 15 M P a 164 00 20 M P a 310 k g 193 00 20 M P a 170 00 25 M P a 325 k g 198 00 25 M P a 176 00 30 M P a 355 k g 205 00 28 M P a 180 00 35 M P a 415 k g 219 00 30 M P a 184 00 35 M P a 295 00 35 M P a 195 00 50 M P a 275 00 40 M P a 209 00 45 M P a 239 00 50 M P a 260 00 S t rengt h C las s C oulom bs P r ic e m 3 25 M P a F 2 C 4 A 4 0 55 190 00 30 M P a F 1 C 3 S 3 A3 0 50 195 00 32 M P a C 2 S 2 A 2 0 45 202 00 35 M P a C 1 0 40 207 00 35 M P a 56 D ay s C 1 S1 A 1 0 40 1500 C oulom bs 212 00 50 M P a 56 D ay s CXL 0 37 1000 C oulom bs 278 00 S t rengt h S lum p P r ic e m 3 15 M P a 180m m 0 7 0 W all M i x 176 00 20 M P a 180m m 0 7 0 W all M i x 178 00 25 M P a 150m m W all M i x 188 00 25 M P a 100m m 0 65 179 00 32 M P a 100m m 0 45 202 00 S t rengt h M ix P r ic e m 3 S t rengt h M ix P r ic e m 3 10 M P a 14 230 00 4 M P a 145 00 15 M P a 13 245 00 7 M P a 146 00 20 M P a 12 250 00 2 M P a 148 00 25 M P a 12 265 00 4 M P a 150 00 30 M P a 11 295 00 5 M P a 151 00 35 M P a 11 315 00 7 M P a 153 00 8 3 M pa C onduit M i x 10m m A gg 157 00 S t rengt h 150m m S l um p M ax P ric e m 3 S t rengt h 24 H ours 48 H ours 72 H ours 0 4 M P a P iling M i x G rout 145 00 20 M P a 37 00 m 3 30 00 m 3 25 00 m 3 2 M P a 148 00 25 M P a 41 00 m 3 32 00 m 3 27 00 m 3 20 M P a 178 00 30 M P a 43 00 m 3 34 00 m 3 29 00 m 3 25 M P a 188 00 32 M P a 44 00 m 3 35 00 m 3 30 00 m 3 30 M P a 193 00 35 M P a 45 00 m 3 36 00 m 3 31 00 m 3 1889 2014 N o t e P r ic ing is s ubjec t t o c hange U nshr inkable Fill Specification Mixes MTO OPSS S p eci fi cati on Mi xes CS A S CC A dd 14 00 m 3 A dd 15 00 m 3 A dd 6 00 m 3 W a te r Ce me n t Ra tio Cl a s s OB C Class R1 R2 OB C Page 1 of 3 Sarjeant Concrete 2014 Price Schedule C a isson Shoring Mixes Accel erated S t ren g t h M i xes 75 o f 28 Day Strength Mixes Resi denti al Mi xes Grout Lean Mi xes 40m m S t one 10m m S t one 14m m S t one W a te r Ce me n t Ra tio Garage Floor OB C Class R3 C 2 B a s e m ent Floor H SF HRW R On reques t 10m m Trap R o c k bas ed on a m i ni m um c ur i ng tem per atur e of 20 C S p eci al Aggregate