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Engineering Consultant Guidelines for Highway and Bridge

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Engineering Consultant Guidelines for Highway and Bridge Powered By Docstoc
					                                                                                              APPENDIX F



ALBERTA                                                             Date: xx/xx/xx
TRANSPORTATION
Technical Standards Br.
                                                                    File: H41:08, SH 545:02
SURFACING ESTIMATE SUMMARY                                           AR 154
                                                                     Designed by: D. C.
                                                                     Reviewed by: V.G.
                                        BID ITEM SUMMARY

         DESCRIPTION                    Hwy 41:08     S.H. 545:02     AR. 154   TOTAL          UNITS

           Mobilization                     $96,030       $33,560     $14,210   $143,800        lump $

Supply of Aggregate - With Option            39,200        13,000       5,400     57,600          t

       Subgrade Excavation                     400            100                     500        m3

Haul of Subgrade Exc. Mat. B.L.F.              400            100                     500        m3
              Haul                             800            200                    1000       m3km

Granular Fill #6 - 125 (Inc. 3, 4, 5)          500            150                     650         t

 Granular Fill #2 -25 (Inc. 3, 4, 5)           500            150                     650         t

Asphalt Concrete Pavement - E.P.S.                         12,700       5,400     18,100          t
      Mix Type 6 (Inc. 1, 3, 4, 5)

Asphalt Concrete Pavement - E.P.S.           24,900                               24,900          t
     Mix Type 4 (Inc. 1, 3, 4, 5)

Asphalt Concrete Pavement - E.P.S.           13,300                               13,300          t
       Mix Type 8 (Inc. 1, 3, 4, 5)
Roadway Lines - Supplying Paint &
  Painting Directional Dividing +             17.38          6.51        5.09        28.98       km
               2 Edge
Roadway Lines - Supplying Paint &
   Painting Lane Dividing Lines -               .32                                    .32       km
              Turnout
Intersection Lines - Supplying Paint            1.0                                    1.0       km
        & Painting All Lines


                                           MATERIAL SUMMARY

         DESCRIPTION                    Hwy. 41:08    S.H. 545:02    A.R. 154   TOTAL          UNITS


                       UNIT PRICE AND EXTENSION TO BE INSERTED INTO THE
                    UNIT PRICE SCHEDULE BY CONTRACTS & COMPLIANCE BRANCH
                                    i.e. 57,600t @ $1.00/t = $57,600




May 2002                                                                                                 F-1
APPENDIX F




ALBERTA                                                         Date: 03 – March - 95
TRANSPORTATION
Technical Standards Br.
                                                                File: Hwy. 41:08, SH 545:02
SURFACING ESTIMATE SUMMARY                                      A.R. 154
                                                                Designed by: D. C.
                                                                Reviewed by: V. G.

                                         COST SUMMARY

               DESCRIPTION                  Hwy. 41:08     S.H. 545:02   AR. 154        TOTAL

Mobilization                                     $96,030      $33,560     $14,210             $143,800

Supply of Aggregate - With Option                $39,200      $13,000      $5,400              $57,600

Subgrade Excavation                               $1,400         $350                           $1,750

Haul of Subgrade Exc. Mat. B.L.F.                  $480          $120                            $600
Haul                                               $160           $40                            $200

Granular Fill #6 - 125 (Inc. 3, 4, 5)             $3,500       $1,050                           $4,550

Granular Fill #2 -25 (Inc. 3, 4, 5)               $4,500       $1,350                           $5,850

Asphalt Concrete Pavement - E.P.S.                           $317,500    $135,000             $454,500
Mix Type 6 (Inc. 1, 3, 4, 5)
Asphalt Concrete Pavement - E.P.S.             $572,700                                       $572,700
Mix Type 4 (Inc. 1, 3, 4, 5)
Asphalt Concrete Pavement - E.P.S.             $332,500                                       $332,500
Mix Type 8 (Inc. 1, 3, 4, 5)
Roadway Lines - Supplying Paint &                 $5,648       $2,116      $1,654               $9,418
Painting Directional Dividing + 2 Edge
Roadway Lines - Supplying Paint &                   $48                                           $48
Painting Lane Dividing Lines - Turnout
Intersection Lines - Supplying Paint &             $125                                          $125
Painting All Lines

TOTAL                                         $1,056,291     $396,086    $156,264         $1,581,641

CONTRACT                                      $1,060,000     $370,000    $160,000         $1,590,000

+ 10%                                          $106,000       $37,000     $16,000             $159,000

CONTRACT + 10%                                $1,166,000     $407,000    $176,000         $1,749,000

ENGINEERING                                      $74,000      $33,000     $14,000             $121,000

TOTAL ESTIMATED COST                          $1,240,000     $440,000    $190,000         $1,870,000




May 2002                                                                                  F-2
                                                                                                            APPENDIX F



ALBERTA
TRANSPORTATION                                             SURFACING ESTIMATE SUMMARY
Technical Standards Br.

         Project:    Hwy. 41:08                 From km:    21.850              To km:    39.229
         Project:    S.H. 545:02                From km:    0.000               To km:    6.511
         Project:    A.R. 154                   From km:    0.00                To km:    5.124
         Project:                               From km:                        To km:

C&CB                 Bid Item                  Unit    Estimated       Unit      Estimated         Spec      Remarks
Code #              Decription                         Quantity        Price       Cost            No.s     (Plan No.)
 X100               Mobilization              Lump              1      Lump        $151,490         1.2
 A800       Supply of Aggregrate – With         t          57,600       $1.00       $57,600        3.2 &
                      Option
                                                                                                    S.P.
B100         Subgrade Excavation               m3              500      $3.50        $1,750         3.1
B108         Basic Loading Factor              m3              500      $1.20          $600         3.1
B109          Haul of Unsuitable               m3.k          1,000      $0.20          $200         3.1
                   Material                     m
B152        Granular Fill Pit Run #6 - 125      t             650       $7.00        $4,550         3.8
B153          Granular Fill #2 -25              t             650       $9.00        $5,850         3.8
Q482        Asphalt Concrete Pavement -         t          18,100      $25.00      $452,500        3.50
                EPS (Mix Type 6)
Q484        Asphalt Concrete Pavement -          t         24,900      $23.00      $572,700        3.50
                EPS (Mix Type 4)
Q480        Asphalt Concrete Pavement -          t         13,300                  $332,500        3.50
                EPS (Mix Type 8)
                                                                       $25.00
S350        Roadway Lines – Directional        km            28.98     $325.0        $9,419         7.2
                and 2 Edge Lines
                                                                            0
S355        Roadway Lines - Lane               km             0.32     $150.0             $48       7.2
            Dividing Line - Turnout                                         0
S360           Roadway Lines –                 Unit              1     $125.0            $125       7.2      Int. 381
               Intersection Lines                                           0




                                                               Total             $1,581,641

                                                          Total                  $1,581,641
                                              Total Estimated Contract Cost      $1,590,000
                                                  Contingencies @ 10%              $159,000
                                             Total Estimated Contract Cost +     $1,749,000
                                                          10%
                                               Estimated Engineering Cost          $121,000
                                                 Total Engineering Cost          $1,870,000

                                          Prepared By: D.C.                                Date: 96/07/03
                                          Checked By: V. G.                                Date: 96/07/04




May 2002                                                                                                                 F-3

				
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