Contractor Estimate Worksheet by fjs12013

VIEWS: 3 PAGES: 1

More Info
									                                                                                                          APPENDIX F




ALBERTA                                                           Date: Mar/06/95
TRANSPORTATION
Technical Standards Branch
                                                                  File: Hwy. 41:08
                                                                       S.H. 545:02
SURFACING ESTIMATE WORKSHEET                                           A.R 154
                                                                       Designed by: D.C.
                                                                       Reviewed by: V.G.

                             ASPHALT CONCRETE PAVEMENT - EPS

                                         “ Contractor’s Supply With Option “
HWY. xx:xx               From Jct. Hwy xx:xx to N. of Hwy xx:xx             km 21.850 - km 39.229 = 17.379 km
S.H xxx:xx               From Jct. Hwy xx:xx to N. of Hwy xx:xx             km 0.000 - km 6.511 = 6.511 km
A.R. xxx                 From Jct. Hwy xx:xx to N. of Hwy xx:xx             km 0.000 - km 5.124 = 5.124 km



SUBGRADE EXCAVATION                                                                     500 m3 Total

HAUL OF SUBGRADE EXCAVATION                                                                2.0 km

GRANULAR FILL
         Backfill: Pit - Run Des. 6 Class 125                                            650 t Total
         Backfill: Crushed Des. 2 Class 25                                               650 t Total

ASPHALT CONCRETE PAVEMENT - EPS                                   Typ. ‘A’
          Mix type 4
                    Roadway                                         1,300
                    Minor Ints.                                        50
                    Extras                                             50
                    Total     (t/km)                                1,400

ASPHALT CONCRETE PAVEMENT - EPS                                   Typ. ‘B’              Typ. ‘C’
          Mix type 6
                   Roadway                                          1,650                 850
                   Minor Ints.                                        100                  50
                   Extras                                             200                 150
                   Total     (t/km)                                 1,950                1,050

ASPHALT CONCRETE PAVEMENT - EPS                                   Typ. ‘A’
          Mix type 8
                  Roadway                                             550
                  Minor Ints.                                          50
                  Extras                                              150
                  Total    (t/km)                                     750

SCHEDULE, NOTE OR SPECIAL PROVISIONS


SEE ATTACHED




May 7, 2002                                                                                                      F-1

								
To top