E22-PSPPROP               VIRGINIA DEPARTMENT OF TRANSPORTATION       PAGE:    2
           CONTRACT ID :  CM14PM4D104483    STATE PROJ NUM:  (NFO)PM4D-026-F14, N501       
                                            FEDERAL PROJ NUM:STP-PM04(403)
           ORDER NO. 408                                                         DATE 12/10/13
                                            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 | 10099|AGGR. MATL. NO. 21A OR |        80.00|              |
               |------------|21B                    |-------------|              |
               |308 309     |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0020 | 10700|RUMBLE STRIP, ASPHALT  |      8027.00|              |
               |------------|                       |-------------|              |
               |315         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0030 | 10701|LIQUID ASPHALT COATING |      1039.95|              |
               |------------|(RUMBLE STRIP)         |-------------|              |
               |315         |                       | SY          |         |    |        |
           ------------------------------------------------------------------------------------
               |0040 | 13315|GUARDRAIL TERMINAL     |         9.00|              |
               |------------|GR-11                  |-------------|              |
               |505         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0050 | 13320|GUARDRAIL GR-2         |      2137.50|              |
               |------------|                       |-------------|              |
               |505         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0060 | 13322|GUARDRAIL GR-2         |       600.00|              |
               |------------|8'  POST               |-------------|              |
               |505         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0070 | 13345|ALTERNATE BREAKAWAY    |        13.00|              |
               |------------|CABLE TERMINAL (GR-9)  |-------------|              |
               |505         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0080 | 13349|GUARDRAIL TERMINAL     |        13.00|              |
               |------------|SITE PREPARATION       |-------------|              |
               |505         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0090 | 13355|GUARDRAIL GR-10        |        75.00|              |
               |------------|                       |-------------|              |
               |505         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0100 | 16242|AGGR. BASE MATL. TY. I |       171.01|              |
               |------------|OR II NO. 21A OR 21B   |-------------|              |
               |ATTD        |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0110 | 16325|ASPHALT CONCRETE       |      4904.53|              |
               |------------|IM-19.0E               |-------------|              |
               |ATTD        |                       |TON          |         |    |        |
           ------------------------------------------------------------------------------------








           E22-PSPPROP               VIRGINIA DEPARTMENT OF TRANSPORTATION       PAGE:    3
           CONTRACT ID :  CM14PM4D104483    STATE PROJ NUM:  (NFO)PM4D-026-F14, N501       
                                            FEDERAL PROJ NUM:STP-PM04(403)
           ORDER NO. 408                                                         DATE 12/10/13
                                            SCHEDULE OF ITEMS                    REVISED
           CONTRACTOR :____________________________________________________________________
           --------------------------------------------------------------------------------

           ------------------------------------------------------------------------------------
               |0120 | 16325|ASPHALT CONCRETE       |       258.00|              |
               |------------|IM-19.0E - PATCH       |-------------|              |
               |ATTD        |                       |TON          |         |    |        |
           ------------------------------------------------------------------------------------
               |0130 | 16355|ASPHALT CONCRETE       |      7139.00|              |
               |------------|TY. SM-12.5D           |-------------|              |
               |315         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0140 | 16360|ASPHALT CONCRETE       |      5004.53|              |
               |------------|TY. SM-12.5E (76-22)   |-------------|              |
               |315         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0150 | 16370|ASPHALT CONCRETE       |      8741.52|              |
               |------------|TY. IM-19.0D           |-------------|              |
               |315         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0160 | 16373|ASPH. CONC. TY.        |      1177.09|              |
               |------------|IM-19.0A (T)           |-------------|              |
               |315         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0170 | 16374|ASPH. CONC. TY.        |      1368.11|              |
               |------------|IM-19.0D (T)           |-------------|              |
               |315         |                       | TON         |         |    |        |
           ------------------------------------------------------------------------------------
               |0180 | 16387|MACHINE SHOULDERS      |     27984.00|              |
               |------------|                       |-------------|              |
               |ATTD        |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0190 | 16515|FLEXIBLE PAVE. PLANING |       901.00|              |
               |------------|4" MILLING - PATCH     |-------------|              |
               |ATTD        |                       |SY           |         |    |        |
           ------------------------------------------------------------------------------------
               |0200 | 16522|FLEXIBLE PAVEMENT      |      3575.20|              |
               |------------|PLANING 0" - 2"        |-------------|              |
               |515         |                       | SY          |         |    |        |
           ------------------------------------------------------------------------------------
               |0210 | 16523|FLEXIBLE PAVEMENT      |    108210.67|              |
               |------------|PLANING ABOVE 2" - 4"  |-------------|              |
               |515         |                       | SY          |         |    |        |
           ------------------------------------------------------------------------------------
               |0220 | 24265|MAINTENANCE OF TRAFFIC |            1|              |
                ------------|....                   |-------------|              |
               |ATTD 512    |                       |LS           |         |    |        |
           ------------------------------------------------------------------------------------
               |0230 | 24502|REMOVE EXIST.          |         7.00|              |
               |------------|GUARDRAIL TERMINAL     |-------------|              |
               |510         |                       |EA           |         |    |        |
           ------------------------------------------------------------------------------------








           E22-PSPPROP               VIRGINIA DEPARTMENT OF TRANSPORTATION       PAGE:    4
           CONTRACT ID :  CM14PM4D104483    STATE PROJ NUM:  (NFO)PM4D-026-F14, N501       
                                            FEDERAL PROJ NUM:STP-PM04(403)
           ORDER NO. 408                                                         DATE 12/10/13
                                            SCHEDULE OF ITEMS                    REVISED
           CONTRACTOR :____________________________________________________________________
           --------------------------------------------------------------------------------

           ------------------------------------------------------------------------------------
               |0240 | 24601|REMOVE EXIST. GUARDRAIL|      1650.00|              |
               |------------|....                   |-------------|              |
               |510         |                       |LF           |         |    |        |
           ------------------------------------------------------------------------------------
               |0250 | 24617|REUSE GUARDRAIL        |       325.00|              |
               |------------|REUSE EXISTING W-BEAM  |-------------|              |
               |505         |                       |LF           |         |    |        |
           ------------------------------------------------------------------------------------
               |0260 | 24640|RECONSTRUCT EXIST.     |       825.00|              |
               |------------|SHOULDER RESTORATION   |-------------|              |
               |ATTD        |                       |LF           |         |    |        |
           ------------------------------------------------------------------------------------
               |0270 | 54020|TYPE A PAVEMENT LINE   |     98596.00|              |
               |------------|MARKING 4"             |-------------|              |
               |704         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0280 | 54032|TYPE B CLASS I PAVE.   |      3245.00|              |
               |------------|LINE MARKING 4"        |-------------|              |
               |704         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
               |0290 | 54217|SNOW PLOW. RAISED      |       581.00|              |
               |------------|PAVE. MARKER ASPH.CONC |-------------|              |
               |704         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0300 | 54300|PAVEMENT MESSAGE MARK. |         6.00|              |
               |------------|ELONGATED ARROW SINGLE |-------------|              |
               |704         |                       | EA          |         |    |        |
           ------------------------------------------------------------------------------------
               |0310 | 54550|CONSTR.PAVE.MARK.      |     30409.10|              |
               |------------|(TY.F,CL.I)4"          |-------------|              |
               |512         |                       | LF          |         |    |        |
           ------------------------------------------------------------------------------------
                                                                                 |
               TOTAL ITEMS IN SECTION      0001  ALL PROJECT ITEMS               |
                                                                                 |        |
           ------------------------------------------------------------------------------------
                                                                                 |
                                                        TOTAL BID                |
                                                                                 |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |----------   |              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------
               |     |      |                       |             |              |
               |------------|                       |----------   |              |
               |            |                       |             |         |    |        |
           ------------------------------------------------------------------------------------