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Production Order Form Georgia

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Production Order Form Georgia Powered By Docstoc
					                                                                                               Production Rate Research
              Item                                          Kentucky                  West Virginia               Tennessee                 New Jersey                 Georgia                  Averages
                                        Unit         Low     Average   High    Low     Average      High   Low     Average    High   Low     Average     High   Low     Average   High   Low     Average

Mobilization                            Days                                                                                          2        5         10                                 2        5
Initial Traffic Control                 Days          1        2        4                                                                                                                   1        2
Demo. Of Buildings                      Each                                                                                                    1                                           0        1
Asbestos Rem.(Res./Small Commercial)Days                                                                                              4         4         4                                 4        4
Asbestos Rem.(Large Commercial)         Days                                                                                         10        10        10                                10       10
Clearing & Grubbing                    Acres           1        3         6     1         2          8                                          4               0.5       1.5     2.5       1        3
Diversion (By-pass detour)              Days           3        6        12                                                                                                                 3        6
New Roadway Excavation                  C.Y.         1000     5000     10000                       8000    2500     5000      8000                              2500     5000     7500   2000     5000
Widening Roadway Exc.                   C.Y.          800     4000      8000   1000                6000    1000     2000      5000   350      1000       3000    700     1000     2500    770     2000
Excavation Small Projects               C.Y.                                    100      500        600     750     1200      2500                               600              1200    483      850
Demo. Of Pavement                       S.Y.                                                                                         300                 2500                             300        0
Drainage (less than 60 in.)             L.F.         100      200      300     100       300               150      200       300    150      150         300   80       140      160     116      198
Drainage (60 in. & greater)             L.F.                                             100               100      125       150     60       60         100                              80       95
Inlets/Manholes                         Each                                               1                1        2         3                                                            1        2
Box Culverts, Class A Conc.             C.Y.         10        30       50                19                                                                    10        11      12       10       20
Box Culverts, Cast in Place             L.F.                                                                                                   3                                            0        3
Box Culverts, Precast                   L.F.                                                                                                   6                                            0        6
Retaining Walls, Cast in Place          L.F.                                                                                                   5                                            0        5
Erect Temporary Bridge                  Days            5        8        10             20                                                                                                 5       14
Remove Exist. Structures                Days            1        3         5    3        10         25                               10        12        22                                 5        8
Cofferdams                              Days            5       15        30             14                                          20        20        20                                13       16
Structure Excavation                    C.Y.          100      300       500                                                                                                              100      300
Piling                                  L.F.          200      300       600             300        600             400                                                                   200      333
Sub-structure concrete                  C.Y.           10       40        80                                                                                                               10       40
Concrete Beams                          L.F.          200      600       800                                                                                                              200      600
Steel Beams                              Lb.         5000    20000     40000                                                                                                             5000    20000
Super Structure Concrete                C.Y.           10       20        40             68         85                                                                                     10       44
Remove Temporary Bridge                 Days            2        4         8                                                                                                                2        4
Major Retaining Walls                   S.F.          500     1000      1500                                                                                                              500     1000
Sub-grade Stabilization                 S.Y.         4000     8000     12000                                                                                                             4000     8000
Stone Base                              Tons          500     1500      4000   1000     1500       3000    2000     2500      3000   300      500        710    600      800      1500    880     1360
Stone Base Small Projects               Tons                                    300      450                        1500                      100                                         300      683
Drainage Blanket                        Tons         500      1200     2000                                                                                                               500     1200
Asphalt Base                            Tons         500      1200     2000    800      1000       1500    1200     1500      2000   750      1000       1500                             813     1175
Curb & Gutter                           L.F.         300       500     1000    300       500       1000     800     1500      1500                                                        467      833
Remove Curb& Gutter                     L.F.                                                                                                                    500      600      700     500      600
Concrete Entrance                       S.Y.                                                                                                                     70       80       90      70       80
Sidewalk                                S.F.                                                               2000     2500      3000   1350     1800       2025   300      350      400    1217     1550
Concrete Driveway                       S.Y.                                                                                                                    100      150      200     100      150
Entrance Pavement                       S.Y.           50      100      150                                                                                                                50      100
Barrier Walls, Slip Form                L.F.          300      500      800                                600      1000      1000   200      400        500                              367      633
Asphalt Repair                          Tons           20       50       80                                                                                                                20       50
Concrete Repair                         S.Y.           10       30       50                                                                                                                10       30
Concrete Paving                         S.Y.         1000     4000     8000    1500                5000                              750      1000       2500   4000     4500     5000   1813     3167
Asphalt Surface                         Tons          400     1000     1500              500                                                                                              400      750
Major Traffic Signals               Days/Intersec.     10       15       20                                                          20        20        20                                15       18
Lighting, Total Installation Lumin.     Each            1        2        3                                                                                                                 1        2
Guardrail                                L.F.        1000   1500    2000    500    1750    2500    1000   1000   1000                         300    500    700     700    1188
Guardrail End Treatments                 Each                                                                                                  3      4      6        3       4
Finish Seeding                           S.Y.        2000    4000    7000          14500   38720                                             7260   9680   16940   4630   14090
Pavement Marking                         L.F.        5000   10000   20000                                                                                          5000   10000
Final Cleanup                            Days          5      10      15                                                                                              5      10
Phasing Allowance                     Days/Phase       1       3       5                                                                                              1       3
Fencing                                  L.F.                               600    1000    2000    250    1000   1500                                               850    2000
Fine Grading                             S.Y.                                      2200                                                      1000   1400   1800    1000    1800
Lime Stabilization                       S.Y.                                                      3000   6000   10000                                             3000    6000
Surface Treatment                        S.Y.                               5000           10000                                                                   5000       0
Shoulder Construction                    C.Y.                                800            1200                                                                    800       0
Slope Protection                         C.Y.                                      100                                                                                0     100
Deck Grooving                            S.F.                                                                                                4000          5000    4000       0
Metal Rails                           Spans/day                              2       3      4                                                                         2       3
Concrete Parapet (Incl.steel place)      L.F.                                       100                   25                                                          0      63
Approach Slabs                           Days                                        5                                                                                0       5
Bridge Deck Removal (Machine)            S.F.                                      2500                                                                               0    2500
Bridge Deck Removal (Hand)               S.F.                                       250                    270                                                        0     260
Underdrain                               L.F.                                                      1200   2000   4000                                              1200    2000
Underdrain Outlet/Endwall                Each                                                                                                                         5       8
Milling (Max. 2")                        S.Y.                                                                            2500         6000                         2500       0
                                                                                                                                                                      0       0
Traffic                                                                                                                                                               0       0
Ordering Signal Equip.                   Days                               35               75                                                                      35       0
Long Lines of Markings                    L.F.                                             50000                                             1500   3500   7500    1500    3500
Stop Bars, etc.                           L.F.                                      500                                                                               0     500
Arrows/Letters                           Each                                        50                                                                               0      50
Order Sign Material                      Days                                        60                                                                               0      60
Order Overhead Sign Struct.              Days                                        80                                                                               0      80
Erecting Overhead Signs                  Days                                        10                                                                               0      10
Erecting Signs                            S.F.                                     1000                                                      800    1000   1200     800    1000
Erecting Delineators                     Each                                       100                                                                               0     100
Erecting Sign Supports                    L.F.                              100            300                                                                      100       0
Ordering Lighting Material               Days                                       75                                                                                0      75
Erecting Lighting                     Days/support                                   3                                                                                0       3
Order Impact Attenuators                 Days                                       30                                                                                0      30
Install Impact Attenuator                Each                                1       2      3                                                                         1       2
Electrical Conduit                        L.F.                                                                           150    400    600                          150     400
Electrical Wire                           L.F.                                                                           300          1200                          300       0
Precast concrete barrier                  L.F.                                                                                               900    1000   1400     900    1000
                                                                                                                                                                      0       0
Bridges                                                                                                                                                               0       0
Abutment                                 Days                                                              8                                                          0       8
Pier or Bent                             Days                                3      8       10            15                                                          3      12
Span: 20'-40'                            Days                                                             15                                                          0      15
Span: 41'-60'                            Days                                                             21                                                          0      21
Span: 61'-80'                            Days                                                             27                                                          0      27
Span: 81'-100'                           Days                                                             33                                                          0      33
Span: 101'-120'                          Days                                                             39                                                          0      39
Span: 121'-140'                          Days                                                             45                                                          0      45
Piles                                    Each                                                                                                 4      6      8         4       6
Beams                                    Each                                       4                                                         3      4      5         3       4
Steel Beams (Plate Girder)         Each (+2-3 days/span for diapragm)                         3                      4                                                                              3         0
Steel Beams (Rolled Steel)         Each (+1 day/span for diaphragm)                           6          9          12                                                                              6         9
Substructure Conc. Pours                C.Y.                                                                                                                                    8   10    12        8        10
Superstructure Concrete                 C.Y.                                                  7                     10                                                                              7         0
New Bridge Cons. Avg.                    L.F.                                                                                                                                   1   1.5   2         1         2
Deck Grooving                        Spans/day                                                           1                                                                                          0         1
                                                                                                                                                                                                    0         0
Landscaping                        Per Planting Season                                                                                                                                         In Season In Season
Final Acceptance                        Days                                                                                                                     30   45   60                      30        45

AssumptionsNotes:


West Virginia - I did not use grade projects with over 1 million C.Y., Chose grade projects under 1 million C.Y. as most appropriate for most Va. Construction

Because of differences in the way each state classifies projects for their database, there may be slight differences in the way the rates were reached.
I made every effort possible to consider the methods of each state when recording figures in my table in order to place them in the proper column.
High

   10
    4
    0
    4
   10
    6
   12
 8375
 4900
 1433
 2500
  265
  125
    3
   31
    0
    0
    0
   10
   17
   25
  500
  600
   80
  800
40000
   63
    8
 1500
12000
 2442
    0
 2000
 1750
 1167
  700
   90
 1808
  200
  150
  767
   80
   50
 5125
 1500
   20
    3
 1550
    6
31330
20000
   15
    5
 3500
 1800
10000
10000
 1200
    0
 5000
    4
    0
    0
    0
    0
 4000
   12
 6000
    0
    0
   75
28750
    0
    0
    0
    0
    0
 1200
    0
  300
    0
    0
    0
    3
  600
 1200
 1400
    0
    0
    0
   10
    0
    0
    0
    0
    0
    0
    8
    5
     4
    12
    12
    10
     2
     0
     0
In Season
    60

				
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Description: Production Order Form Georgia document sample