E22-PSPPROP               VIRGINIA DEPARTMENT OF TRANSPORTATION       PAGE:    2
           CONTRACT ID :  CM614PMA104579    STATE PROJ NUM:  (FO)PM6A-966-F14,P401         
                                            FEDERAL PROJ NUM:IM-966-6(071)
           ORDER NO. 607                                                         DATE 12/17/13
                                            SCHEDULE OF ITEMS                    REVISED
           CONTRACTOR :____________________________________________________________________
           ------------------------------------------------------------------------------------
              | LINE| ITEM |         ITEM          |   APP QTY.  |  UNIT PRICE  |  BID AMOUNT  
              |------------|      DESCRIPTION      |-------------|--------------|--------------
              |SPEC NUMBER |                       |    UNITS    |  DOLLARS|CTS | DOLLARS|CTS  
           ------------------------------------------------------------------------------------
           |   COMMON ITEMS
           ------------------------------------------------------------------------------------
               |0010 | 10505|PAVEMENT               |       154.88|              |
               |------------|PATCHING LOCATIONS     |-------------|              |
               |ATTD        |IM-19.0A               | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0020 | 10700|RUMBLE STRIP, ASPHALT  |    101410.00|              |
               |------------|                       |-------------|              |
               |315         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0030 | 10701|LIQUID ASPHALT COATING |     18951.00|              |
               |------------|(RUMBLE STRIP)         |-------------|              |
               |315         |                       | SY          |         |    |        |
           ------------------------------------------------------------------------------------
               |0040 | 16242|AGGR. BASE MATL. TY. I |      2564.56|              |
               |------------|OR II NO. 21A OR 21B   |-------------|              |
               |ATTD        |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0050 | 16350|ASPHALT CONCRETE       |     14820.73|              |
               |------------|TY. SM-12.5A           |-------------|              |
               |315         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0060 | 16403|STONE MATRIX ASPHALT   |     25533.26|              |
               |------------|SMA-12.5(76-22)        |-------------|              |
               |317, 315    |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0070 | 16405|STONE MATRIX ASPHALT   |     22898.37|              |
               |------------|SMA-19.0(76-22)        |-------------|              |
               |317, 315    |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0080 | 16515|FLEXIBLE PAVE. PLANING |       938.66|              |
               |------------|PATCHING LOCATIONS     |-------------|              |
               |ATTD        |                       | SY          |         |    |        |
           ------------------------------------------------------------------------------------
               |0090 | 16522|FLEXIBLE PAVEMENT      |    158687.46|              |
               |------------|PLANING 0" - 2"        |-------------|              |
               |515         |                       | SY          |         |    |        |
           ------------------------------------------------------------------------------------
               |0100 | 16523|FLEXIBLE PAVEMENT      |    208166.95|              |
               |------------|PLANING ABOVE 2" - 4"  |-------------|              |
               |515         |                       | SY          |         |    |        |
           ------------------------------------------------------------------------------------
               |0110 | 24265|MAINTENANCE OF TRAFFIC |            1|              |
                ------------|.....                  |-------------|              |
               |512 ATTD    |                       | LS          |         |    |        |
           ------------------------------------------------------------------------------------








           E22-PSPPROP               VIRGINIA DEPARTMENT OF TRANSPORTATION       PAGE:    3
           CONTRACT ID :  CM614PMA104579    STATE PROJ NUM:  (FO)PM6A-966-F14,P401         
                                            FEDERAL PROJ NUM:IM-966-6(071)
           ORDER NO. 607                                                         DATE 12/17/13
                                            SCHEDULE OF ITEMS                    REVISED
           CONTRACTOR :____________________________________________________________________
           ------------------------------------------------------------------------------------

           ------------------------------------------------------------------------------------
               |0120 | 51615|14/1 ENCLOSED COND.    |       800.00|              |
               |------------|CABLE                  |-------------|              |
               |700         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0130 | 51912|SAW CUT 3/8"           |       264.00|              |
               |------------|                       |-------------|              |
               |703         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0140 | 51913|SAWCUT 5/8"            |        60.00|              |
               |------------|                       |-------------|              |
               |703         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0150 | 54034|TYPE B CLASS I PAVE.   |    105997.00|              |
               |------------|LINE MARKING 6"        |-------------|              |
               |704         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0160 | 54042|TYPE B CLASS I PAVE.   |       325.00|              |
               |------------|LINE MARKING 24"       |-------------|              |
               |704         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0170 | 54076|TYPE B CLASS VI PAVE.  |     34540.00|              |
               |------------|LINE MARKING 6"        |-------------|              |
               |ATTD704     |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0180 | 54078|TYPE B CLASS VI PAVE.  |      2500.00|              |
               |------------|LINE MARKING 12"       |-------------|              |
               |ATTD704     |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0190 | 54217|SNOW PLOW. RAISED      |      1752.00|              |
               |------------|PAVE. MARKER ASPH.CONC |-------------|              |
               |704         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0200 | 54300|PAVEMENT MESSAGE MARK. |         5.00|              |
               |------------|ELONGATED ARROW SINGLE |-------------|              |
               |704         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0210 | 54310|PAVEMENT MESSAGE MARK. |         2.00|              |
               |------------|ELONGATED ARROW DOUBLE |-------------|              |
               |704         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0220 | 54550|CONSTR.PAVE.MARK.      |    255258.00|              |
               |------------|(TY.F,CL.I)4"          |-------------|              |
               |512         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0230 | 56021|1" PVC CONDUIT         |        50.00|              |
               |------------|                       |-------------|              |
               |700         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------








           E22-PSPPROP               VIRGINIA DEPARTMENT OF TRANSPORTATION       PAGE:    4
           CONTRACT ID :  CM614PMA104579    STATE PROJ NUM:  (FO)PM6A-966-F14,P401         
                                            FEDERAL PROJ NUM:IM-966-6(071)
           ORDER NO. 607                                                         DATE 12/17/13
                                            SCHEDULE OF ITEMS                    REVISED
           CONTRACTOR :____________________________________________________________________
           ------------------------------------------------------------------------------------

           ------------------------------------------------------------------------------------
                                                                                 |
               TOTAL ITEMS IN SECTION      0001  ALL PROJECT ITEMS               |
                                                                                 |        |
           ------------------------------------------------------------------------------------
                                                                                 |
                                                        TOTAL BID                |
                                                                                 |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------