E22-PSPPROP               VIRGINIA DEPARTMENT OF TRANSPORTATION       PAGE:    2
           CONTRACT ID :  CM013PM4A99012    STATE PROJ NUM:  (NFO)PM4A-058-F13, P401       
                                            FEDERAL PROJ NUM:STP-PM04(388)
           ORDER NO. 407                                                         DATE 01/18/13
                                            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 | 00122|GRADING                |       225.00|              |
               |------------|SHOULDER RESTORATION   |-------------|              |
               |ATTD        |                       |LF           |         |    |        |
           ------------------------------------------------------------------------------------
               |0020 | 12322|ASPHALT CONCRETE CURB  |         5.00|              |
               |------------|TY. MC-3B              |-------------|              |
               |502         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0030 | 12505|ASPHALT CONCRETE, CURB |         0.15|              |
               |------------|BACKUP MATERIAL        |-------------|              |
               |315         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0040 | 13315|GUARDRAIL TERMINAL     |         9.00|              |
               |------------|GR-11                  |-------------|              |
               |505         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0050 | 13320|GUARDRAIL GR-2         |       400.00|              |
               |------------|                       |-------------|              |
               |505         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0060 | 13331|RAD. GUARDRAIL GR-2    |        50.00|              |
               |------------|                       |-------------|              |
               |505         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0070 | 13345|ALTERNATE BREAKAWAY    |         9.00|              |
               |------------|CABLE TERMINAL (GR-9)  |-------------|              |
               |505         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0080 | 13349|GUARDRAIL TERMINAL     |         9.00|              |
               |------------|SITE PREPARATION       |-------------|              |
               |505         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0090 | 13401|GUARDRAIL              |         4.00|              |
               |------------|BR-GR-17 TYPE 1        |-------------|              |
               |ATTD        |RUN ON                 |EA           |         |    |        |
           ------------------------------------------------------------------------------------
               |0100 | 13401|GUARDRAIL              |         2.00|              |
               |------------|BR-GR-8 TYPE 1         |-------------|              |
               |ATTD        |RUN ON                 |EA           |         |    |        |
           ------------------------------------------------------------------------------------
               |0110 | 13401|GUARDRAIL              |        24.00|              |
               |------------|HAND-DIGGING           |-------------|              |
               |ATTD        |POST                   |EA           |         |    |        |
           ------------------------------------------------------------------------------------







           E22-PSPPROP               VIRGINIA DEPARTMENT OF TRANSPORTATION       PAGE:    3
           CONTRACT ID :  CM013PM4A99012    STATE PROJ NUM:  (NFO)PM4A-058-F13, P401       
                                            FEDERAL PROJ NUM:STP-PM04(388)
           ORDER NO. 407                                                         DATE 01/18/13
                                            SCHEDULE OF ITEMS                    REVISED
           CONTRACTOR :____________________________________________________________________
           --------------------------------------------------------------------------------

           ------------------------------------------------------------------------------------
               |0120 | 16242|AGGR. BASE MATL. TY. I |       320.05|              |
               |------------|OR II NO. 21A OR 21B   |-------------|              |
               |ATTD        |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0130 | 16355|ASPHALT CONCRETE       |     11231.30|              |
               |------------|TY. SM-12.5D           |-------------|              |
               |315         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0140 | 16370|ASPHALT CONCRETE       |      6582.40|              |
               |------------|TY. IM-19.0D           |-------------|              |
               |315         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0150 | 16387|MACHINE SHOULDERS      |     39495.00|              |
               |------------|                       |-------------|              |
               |ATTD        |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0160 | 16516|FLEXIBLE PAVE. TIE-IN  |       809.60|              |
               |------------|PLANING  0" - 2"       |-------------|              |
               |515         |                       | SY          |         |    |        |
           ------------------------------------------------------------------------------------
               |0170 | 16517|FLEXIBLE PAVE. TIE-IN  |       830.13|              |
               |------------|PLANING ABOVE 2" - 4"  |-------------|              |
               |515         |                       | SY          |         |    |        |
           ------------------------------------------------------------------------------------
               |0180 | 16522|FLEXIBLE PAVEMENT      |     77642.40|              |
               |------------|PLANING 0" - 2"        |-------------|              |
               |515         |                       | SY          |         |    |        |
           ------------------------------------------------------------------------------------
               |0190 | 16523|FLEXIBLE PAVEMENT      |     49256.53|              |
               |------------|PLANING ABOVE 2" - 4"  |-------------|              |
               |515         |                       | SY          |         |    |        |
           ------------------------------------------------------------------------------------
               |0200 | 17323|GUARDRAIL              |      3475.00|              |
               |------------|BEAM                   |-------------|              |
               |ATTD        |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0210 | 17329|POST (WOOD, CONC.,     |        24.00|              |
               |------------|OR STEEL)              |-------------|              |
               |ATTD        |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0220 | 24265|MAINTENANCE OF TRAFFIC |            1|              |
                ------------|....                   |-------------|              |
               |512ATTD     |                       |LS           |         |    |        |
           ------------------------------------------------------------------------------------
               |0230 | 24502|REMOVE EXIST.          |         8.00|              |
               |------------|GUARDRAIL TERMINAL     |-------------|              |
               |510         |                       |EA           |         |    |        |
           ------------------------------------------------------------------------------------







           E22-PSPPROP               VIRGINIA DEPARTMENT OF TRANSPORTATION       PAGE:    4
           CONTRACT ID :  CM013PM4A99012    STATE PROJ NUM:  (NFO)PM4A-058-F13, P401       
                                            FEDERAL PROJ NUM:STP-PM04(388)
           ORDER NO. 407                                                         DATE 01/18/13
                                            SCHEDULE OF ITEMS                    REVISED
           CONTRACTOR :____________________________________________________________________
           --------------------------------------------------------------------------------

           ------------------------------------------------------------------------------------
               |0240 | 24601|REMOVE EXIST. GUARDRAIL|       575.00|              |
               |------------|....                   |-------------|              |
               |510         |                       |LF           |         |    |        |
           ------------------------------------------------------------------------------------
               |0245 | 24617|REUSE GUARDRAIL        |       175.00|              |
               |------------|....                   |-------------|              |
               |505PLAN     |                       |LF           |         |    |        |
           ------------------------------------------------------------------------------------
               |0250 | 24703|REMOVE EXIST.          |        75.00|              |
               |------------|CURB & BACKUP          |-------------|              |
               |510ATTD     |MATERIAL               |LF           |         |    |        |
           ------------------------------------------------------------------------------------
               |0260 | 51615|14/1 ENCLOSED COND.    |      2120.00|              |
               |------------|CABLE                  |-------------|              |
               |700         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0270 | 51912|SAW CUT 3/8"           |       810.00|              |
               |------------|                       |-------------|              |
               |703         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0280 | 51913|SAWCUT 5/8"            |        40.00|              |
               |------------|                       |-------------|              |
               |703         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0290 | 54032|TYPE B CLASS I PAVE.   |     90314.00|              |
               |------------|LINE MARKING 4"        |-------------|              |
               |704         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0300 | 54042|TYPE B CLASS I PAVE.   |       102.00|              |
               |------------|LINE MARKING 24"       |-------------|              |
               |704         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0310 | 54217|SNOW PLOW. RAISED      |       228.00|              |
               |------------|PAVE. MARKER ASPH.CONC |-------------|              |
               |704         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0320 | 54300|PAVEMENT MESSAGE MARK. |        18.00|              |
               |------------|ELONGATED ARROW SINGLE |-------------|              |
               |704         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0330 | 54550|CONSTR.PAVE.MARK.      |     54727.00|              |
               |------------|(TY.F,CL.I)4"          |-------------|              |
               |512         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0340 | 56021|1" PVC CONDUIT         |        40.00|              |
               |------------|                       |-------------|              |
               |700         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------







           E22-PSPPROP               VIRGINIA DEPARTMENT OF TRANSPORTATION       PAGE:    5
           CONTRACT ID :  CM013PM4A99012    STATE PROJ NUM:  (NFO)PM4A-058-F13, P401       
                                            FEDERAL PROJ NUM:STP-PM04(388)
           ORDER NO. 407                                                         DATE 01/18/13
                                            SCHEDULE OF ITEMS                    REVISED
           CONTRACTOR :____________________________________________________________________
           --------------------------------------------------------------------------------

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