E22-PSPPROP               VIRGINIA DEPARTMENT OF TRANSPORTATION       PAGE:    2
           CONTRACT ID :  CM411PME94181     STATE PROJ NUM:  PM4E-964-064, N501            
                                            FEDERAL PROJ NUM:STP-PM04(335)
           ORDER NO. 409                                                         DATE 12/21/10
                                            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 | 10497|PAVEMENT               |       450.00|              |
               |------------|TY B CRACK SEAL        |-------------|              |
               |ATTD        |                       |LB           |         |    |        |
           ------------------------------------------------------------------------------------
               |0020 | 13310|GUARDRAIL TERMINAL     |       150.00|              |
               |------------|GR-6 (NCHRP 350)       |-------------|              |
               |505         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0030 | 13315|GUARDRAIL TERMINAL     |        18.00|              |
               |------------|GR-11                  |-------------|              |
               |505         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0040 | 13320|GUARDRAIL GR-2         |      8487.50|              |
               |------------|                       |-------------|              |
               |505         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0050 | 13322|GUARDRAIL GR-2         |       250.00|              |
               |------------|8'  POST               |-------------|              |
               |505         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0060 | 13331|RAD. GUARDRAIL GR-2    |       325.00|              |
               |------------|                       |-------------|              |
               |505         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0070 | 13345|ALTERNATE BREAKAWAY    |        15.00|              |
               |------------|CABLE TERMINAL (GR-9)  |-------------|              |
               |505         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0080 | 13401|GUARDRAIL              |         2.00|              |
               |------------|BRGR-20 TYPE II        |-------------|              |
               |ATTD        |                       |EA           |         |    |        |
           ------------------------------------------------------------------------------------
               |0090 | 13401|GUARDRAIL              |       251.00|              |
               |------------|OFFSET BLOCK           |-------------|              |
               |ATTD        |                       |EA           |         |    |        |
           ------------------------------------------------------------------------------------
               |0100 | 16242|AGGR. BASE MATL. TY. I |      1765.63|              |
               |------------|OR II NO. 21A OR 21B   |-------------|              |
               |ATTD        |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0110 | 16325|ASPHALT CONCRETE       |        66.00|              |
               |------------|IM-19.0D PATCH         |-------------|              |
               |315         |                       |TON          |         |    |        |
           ------------------------------------------------------------------------------------







           E22-PSPPROP               VIRGINIA DEPARTMENT OF TRANSPORTATION       PAGE:    3
           CONTRACT ID :  CM411PME94181     STATE PROJ NUM:  PM4E-964-064, N501            
                                            FEDERAL PROJ NUM:STP-PM04(335)
           ORDER NO. 409                                                         DATE 12/21/10
                                            SCHEDULE OF ITEMS                    REVISED
           CONTRACTOR :____________________________________________________________________
           ------------------------------------------------------------------------------------

           ------------------------------------------------------------------------------------
               |0120 | 16325|ASPHALT CONCRETE       |      4923.72|              |
               |------------|IM-19.0E (76-22)       |-------------|              |
               |315         |                       |TON          |         |    |        |
           ------------------------------------------------------------------------------------
               |0130 | 16330|ASPHALT CONCRETE       |      4288.00|              |
               |------------|TY. SM-9.0A            |-------------|              |
               |315         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0140 | 16335|ASPHALT CONCRETE       |      4454.00|              |
               |------------|TY. SM-9.5A            |-------------|              |
               |315         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0150 | 16340|ASPHALT CONCRETE       |      1386.00|              |
               |------------|TY. SM-9.5D            |-------------|              |
               |315         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0160 | 16350|ASPHALT CONCRETE       |     19762.00|              |
               |------------|TY. SM-12.5A           |-------------|              |
               |315         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0170 | 16355|ASPHALT CONCRETE       |      9407.60|              |
               |------------|TY. SM-12.5D           |-------------|              |
               |315         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0180 | 16360|ASPHALT CONCRETE       |      4033.48|              |
               |------------|TY. SM-12.5E (76-22)   |-------------|              |
               |315         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0190 | 16365|ASPHALT CONCRETE       |      4956.00|              |
               |------------|TY. IM-19.0A           |-------------|              |
               |315         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0200 | 16370|ASPHALT CONCRETE       |      8734.00|              |
               |------------|TY. IM-19.0D           |-------------|              |
               |315         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0210 | 16387|MACHINE SHOULDERS      |     93878.00|              |
               |------------|                       |-------------|              |
               |ATTD        |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0220 | 16515|FLEXIBLE PAVE. PLANING |       475.20|              |
               |------------|ABOVE 2"-4" PATCH      |-------------|              |
               |515         |                       |SY           |         |    |        |
           ------------------------------------------------------------------------------------
               |0230 | 16515|FLEXIBLE PAVE. PLANING |     29544.13|              |
               |------------|OVER 4"                |-------------|              |
               |515         |                       |SY           |         |    |        |
           ------------------------------------------------------------------------------------







           E22-PSPPROP               VIRGINIA DEPARTMENT OF TRANSPORTATION       PAGE:    4
           CONTRACT ID :  CM411PME94181     STATE PROJ NUM:  PM4E-964-064, N501            
                                            FEDERAL PROJ NUM:STP-PM04(335)
           ORDER NO. 409                                                         DATE 12/21/10
                                            SCHEDULE OF ITEMS                    REVISED
           CONTRACTOR :____________________________________________________________________
           ------------------------------------------------------------------------------------

           ------------------------------------------------------------------------------------
               |0240 | 16522|FLEXIBLE PAVEMENT      |    288333.27|              |
               |------------|PLANING 0" - 2"        |-------------|              |
               |515         |                       | SY          |         |    |        |
           ------------------------------------------------------------------------------------
               |0250 | 16523|FLEXIBLE PAVEMENT      |     89966.00|              |
               |------------|PLANING ABOVE 2" - 4"  |-------------|              |
               |515         |                       | SY          |         |    |        |
           ------------------------------------------------------------------------------------
               |0260 | 24260|CR. RUN AGGR.          |       560.00|              |
               |------------|NO. 25 OR 26           |-------------|              |
               |512         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0270 | 24265|MAINTENANCE OF TRAFFIC |            1|              |
                ------------|**                     |-------------|              |
               |512 ATTD    |                       |LS           |         |    |        |
           ------------------------------------------------------------------------------------
               |0280 | 24502|REMOVE EXIST.          |        22.00|              |
               |------------|GUARDRAIL TERMINAL     |-------------|              |
               |510         |                       |EA           |         |    |        |
           ------------------------------------------------------------------------------------
               |0290 | 24601|REMOVE EXIST. GUARDRAIL|      7875.00|              |
               |------------|**                     |-------------|              |
               |510         |                       |LF           |         |    |        |
           ------------------------------------------------------------------------------------
               |0300 | 24617|REUSE GUARDRAIL        |       725.00|              |
               |------------|EXISTING W BEAM        |-------------|              |
               |505/ATTD    |                       |LF           |         |    |        |
           ------------------------------------------------------------------------------------
               |0310 | 24617|REUSE GUARDRAIL        |       350.00|              |
               |------------|EXTISTING GR-2         |-------------|              |
               |502         |                       |LF           |         |    |        |
           ------------------------------------------------------------------------------------
               |0320 | 24640|RECONSTRUCT EXIST.     |      6700.00|              |
               |------------|SHOULDER RESTORATION   |-------------|              |
               |ATTD        |                       |LF           |         |    |        |
           ------------------------------------------------------------------------------------
               |0330 | 51615|14/1 ENCLOSED COND.    |     21016.00|              |
               |------------|CABLE                  |-------------|              |
               |700         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0340 | 51911|SAW CUT                |      7956.00|              |
               |------------|3/8"                   |-------------|              |
               |703         |                       |LF           |         |    |        |
           ------------------------------------------------------------------------------------
               |0350 | 51913|SAWCUT 5/8"            |       335.00|              |
               |------------|                       |-------------|              |
               |703         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------







           E22-PSPPROP               VIRGINIA DEPARTMENT OF TRANSPORTATION       PAGE:    5
           CONTRACT ID :  CM411PME94181     STATE PROJ NUM:  PM4E-964-064, N501            
                                            FEDERAL PROJ NUM:STP-PM04(335)
           ORDER NO. 409                                                         DATE 12/21/10
                                            SCHEDULE OF ITEMS                    REVISED
           CONTRACTOR :____________________________________________________________________
           ------------------------------------------------------------------------------------

           ------------------------------------------------------------------------------------
               |0360 | 54032|TYPE B CLASS I PAVE.   |    367583.00|              |
               |------------|LINE MARKING 4"        |-------------|              |
               |704         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0370 | 54037|TYPE B CLASS I PAVE.   |       360.00|              |
               |------------|LINE MARKING 8"        |-------------|              |
               |704         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0380 | 54042|TYPE B CLASS I PAVE.   |       676.00|              |
               |------------|LINE MARKING 24"       |-------------|              |
               |704         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0390 | 54300|PAVEMENT MESSAGE MARK. |        47.00|              |
               |------------|ELONGATED ARROW SINGLE |-------------|              |
               |704         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0400 | 54404|PAVE. MESSAGE MARK.    |         2.00|              |
               |------------|R/R CROSSING           |-------------|              |
               |704         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0410 | 56021|1" PVC CONDUIT         |       175.00|              |
               |------------|                       |-------------|              |
               |700         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
                                                                                 |
               TOTAL ITEMS IN SECTION      0001  ALL PROJECT ITEMS               |
                                                                                 |        |
           ------------------------------------------------------------------------------------
                                                                                 |
                                                        TOTAL BID                |
                                                                                 |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |-------------|              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------