E22-PSPPROP               VIRGINIA DEPARTMENT OF TRANSPORTATION       PAGE:    2
           CONTRACT ID :  CM613PM1103714    STATE PROJ NUM:  (NFO)PM61-050-F14,P401        
                                            FEDERAL PROJ NUM:STP-PM06(357)
           ORDER NO. 606                                                         DATE 02/18/14
                                            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 | 10011|HYDRAULIC CEMENT       |      2587.00|              |
               |------------|                       |-------------|              |
               |307         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0020 | 10099|AGGR. MATL. NO. 21A OR |       848.00|              |
               |------------|21B                    |-------------|              |
               |308 309     |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0030 | 10499|PAVEMENT               |     92437.33|              |
               |------------|12.0" DEPTH PAVEMENT   |-------------|              |
               |ATTD        |RECLAMATION            | SY          |         |    |        |
           ------------------------------------------------------------------------------------
               |0040 | 13310|GUARDRAIL TERMINAL     |        37.50|              |
               |------------|GR-6 (NCHRP 350)       |-------------|              |
               |505         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0050 | 13320|GUARDRAIL GR-2         |      4725.00|              |
               |------------|                       |-------------|              |
               |505         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0060 | 13345|ALTERNATE BREAKAWAY    |        15.00|              |
               |------------|CABLE TERMINAL (GR-9)  |-------------|              |
               |505         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0070 | 13349|GUARDRAIL TERMINAL     |        18.00|              |
               |------------|SITE PREPARATION       |-------------|              |
               |505         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0080 | 13400|GUARDRAIL              |      4727.00|              |
               |------------|SHOULDER RESTORATION   |-------------|              |
               |ATTD        |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0090 | 13401|GUARDRAIL              |        40.00|              |
               |------------|HAND-DIGGING           |-------------|              |
               |ATTD        |GUARDRAIL POST         | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0100 | 16242|AGGR. BASE MATL. TY. I |     12524.63|              |
               |------------|OR II NO. 21A OR 21B   |-------------|              |
               |ATTD        |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0110 | 16350|ASPHALT CONCRETE       |      4922.26|              |
               |------------|TY. SM-12.5A           |-------------|              |
               |315         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------








           E22-PSPPROP               VIRGINIA DEPARTMENT OF TRANSPORTATION       PAGE:    3
           CONTRACT ID :  CM613PM1103714    STATE PROJ NUM:  (NFO)PM61-050-F14,P401        
                                            FEDERAL PROJ NUM:STP-PM06(357)
           ORDER NO. 606                                                         DATE 02/18/14
                                            SCHEDULE OF ITEMS                    REVISED
           CONTRACTOR :____________________________________________________________________
           ------------------------------------------------------------------------------------

           ------------------------------------------------------------------------------------
               |0120 | 16355|ASPHALT CONCRETE       |     11133.84|              |
               |------------|TY. SM-12.5D           |-------------|              |
               |315         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0130 | 16365|ASPHALT CONCRETE       |     14580.50|              |
               |------------|TY. IM-19.0A           |-------------|              |
               |315         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0140 | 16516|FLEXIBLE PAVE. TIE-IN  |      1056.00|              |
               |------------|PLANING  0" - 2"       |-------------|              |
               |515         |                       | SY          |         |    |        |
           ------------------------------------------------------------------------------------
               |0150 | 16522|FLEXIBLE PAVEMENT      |     83345.67|              |
               |------------|PLANING 0" - 2"        |-------------|              |
               |515         |                       | SY          |         |    |        |
           ------------------------------------------------------------------------------------
               |0160 | 16523|FLEXIBLE PAVEMENT      |     41911.47|              |
               |------------|PLANING ABOVE 2" - 4"  |-------------|              |
               |515         |                       | SY          |         |    |        |
           ------------------------------------------------------------------------------------
               |0170 | 24265|MAINTENANCE OF TRAFFIC |            1|              |
                ------------|.....                  |-------------|              |
               |512 ATTD    |                       | LS          |         |    |        |
           ------------------------------------------------------------------------------------
               |0190 | 54032|TYPE B CLASS I PAVE.   |    138450.00|              |
               |------------|LINE MARKING 4"        |-------------|              |
               |704         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0200 | 54034|TYPE B CLASS I PAVE.   |       230.00|              |
               |------------|LINE MARKING 6"        |-------------|              |
               |704         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0210 | 54040|TYPE B CLASS I PAVE.   |      1300.00|              |
               |------------|LINE MARKING 12"       |-------------|              |
               |704         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0220 | 54042|TYPE B CLASS I PAVE.   |       235.00|              |
               |------------|LINE MARKING 24"       |-------------|              |
               |704         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0230 | 54217|SNOW PLOW. RAISED      |      1307.00|              |
               |------------|PAVE. MARKER ASPH.CONC |-------------|              |
               |704         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0240 | 54300|PAVEMENT MESSAGE MARK. |        60.00|              |
               |------------|ELONGATED ARROW SINGLE |-------------|              |
               |704         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------








           E22-PSPPROP               VIRGINIA DEPARTMENT OF TRANSPORTATION       PAGE:    4
           CONTRACT ID :  CM613PM1103714    STATE PROJ NUM:  (NFO)PM61-050-F14,P401        
                                            FEDERAL PROJ NUM:STP-PM06(357)
           ORDER NO. 606                                                         DATE 02/18/14
                                            SCHEDULE OF ITEMS                    REVISED
           CONTRACTOR :____________________________________________________________________
           ------------------------------------------------------------------------------------

           ------------------------------------------------------------------------------------
               |0250 | 54310|PAVEMENT MESSAGE MARK. |         4.00|              |
               |------------|ELONGATED ARROW DOUBLE |-------------|              |
               |704         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0260 | 54550|CONSTR.PAVE.MARK.      |    138450.00|              |
               |------------|(TY.F,CL.I)4"          |-------------|              |
               |512         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
                                                                                 |
               TOTAL ITEMS IN SECTION      0001  ALL BID ITEMS                   |
                                                                                 |        |
           ------------------------------------------------------------------------------------
                                                                                 |
                                                        TOTAL BID                |
                                                                                 |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------