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              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE  1                                                                                                                                                                                       
                          AVERAGE UNIT BIDS                                                                                                                                                                                                                    
                                                                                                                                                                                                                                                               
DATE     9901-9912                                                                                                                                                                                                                                             
COMPLETE FILE FOR THIS PERIOD                                                                                                                                                                                                                                  
                                                                                                                                                                                                                                                               
PROPOS T.I.P.   PROJECT   COUNTY         $ TOTAL   JOB  FUND  THOU$    PROJ  DESCRIPTION   WORK TYPES    AREA    CNTY   LOCATION                                                                                                                               
NO/BRK  NO.                                                   /MILE   MILES  NO. CD1 CD2  GDPFSLSLURACWB     DIVS                                                                                                                                              
                                                                                                                                                                                                                                                               
*****  JAN 1999  *****                                                                                                                                                                                                                                         
                                                                                                                                                                                                                                                               
03/01  R-2515  8.T110302  PASQUOTAN 13,558,096.60  RWY  NHF  1,846    7.345   4    0   0    S    C B       1   1  11                                                                                                                                           
03/02  R-2515  8.T110303  PASQUOTAN 17,220,034.19  RWY  DPI  1,703   10.113   4    0   0    S    C B       1   1  11                                                                                                                                           
03/03  R-2515  8.T110302  PASQUOTAN    110,531.38  CLV  NHF           0.000   1    1   1    S    C B       1   1  11    119+06.908-L                                                                                                                           
03/04  R-2515  8.T110302  PASQUOTAN    157,216.04  CLV  NHF           0.008   1    2   6    S    C B       1   1  11    20+12 RAMP W                                                                                                                           
03/05  R-2515  8.T110302  PASQUOTAN    193,997.91  CLV  NHF           0.000   1    2   2    S    C B       1   1  11    150+82.000-L                                                                                                                           
03/06  R-2515  8.T110302  PASQUOTAN    498,258.58  BRG  NHF        N  0.000   2  650  11    S    C B       1   1  11    142+94.639-L                                                                                                                           
03/07  R-2515  8.T110302  PASQUOTAN  1,451,497.66  BRG  NHF        I  0.000   4  667  11    S    C B       1   1  11    153+07.505-L                                                                                                                           
03/08  R-2515  8.T110302  PASQUOTAN    944,443.38  BRG  NHF        I  0.000   2  669  11    S    C B       1   1  11    160+25.332-L                                                                                                                           
03/09  R-2515  8.T110302  PASQUOTAN    363,277.82  BRG  NHF        A  0.037   3  718  15    S    C B       1   1  11    171+38.500-L                                                                                                                           
03/10  R-2515  8.T110302  PASQUOTAN    314,585.82  BRG  NHF        A  0.000   3  718  15    S    C B       1   1  11    171+38.500-L                                                                                                                           
03/11  R-2515  8.T110303  PASQUOTAN  1,394,224.37  BRG  DPI        I  0.122   4  658  11    S    C B       1   1  11    16+87.500-L-                                                                                                                           
03/12  R-2515  8.T110303  PASQUOTAN    517,526.24  BRG  DPI        I  0.065   2  854  11    S    C B       1   1  11    29+75.596-L-                                                                                                                           
03/13  R-2515  8.T110303  PASQUOTAN    698,628.58  BRG  DPI        I  0.087   3  854  14    S    C B       1   1  11    51+09.150-L-                                                                                                                           
03/14  R-2515  8.T110303  PASQUOTAN    698,795.03  BRG  DPI        I  0.000   3  854  14    S    C B       1   1  11    51+09.150-L-                                                                                                                           
                   PROJECT TOTAL =  38,121,113.60   BARNHILL CONTRACTING C                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
04/01  R-2251  8.1221301  PITT       7,109,002.84  RWY  STP  1,279    5.559   2    0   0  SLS U  C         1   2  22                                                                                                                                           
04/02  R-2251  8.1221301  PITT         533,447.07  RWY  STP           0.000   0    0   0  SLS U  C         1   2  22    GUC COST                                                                                                                               
04/03  R-2251  8.1221301  PITT           7,220.30  RWY  STP           0.000   0    0   0  SLS U  C         1   2  22    EPA COST                                                                                                                               
04/04  R-2251  8.1221301  PITT          38,479.63  RWY  STP           0.000   0    0   0  SLS U  C         1   2  22    RH SUB COST                                                                                                                            
04/05  R-2251  8.1221301  PITT         114,590.60  CLV  STP           0.000   1  202   1  SLS U  C         1   2  22    26+18.371-L-                                                                                                                           
04/06  R-2251  8.1221301  PITT          74,239.90  CLV  STP           0.000   1    1   3  SLS U  C         1   2  22    66+44.500-L-                                                                                                                           
04/07  R-2251  8.1221301  PITT          54,725.10  CLV  STP           0.000   1    1   1  SLS U  C         1   2  22    11+75.250-Y1                                                                                                                           
                   PROJECT TOTAL =   7,931,705.44   S. T. WOOTEN CORPORATI                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
05/01  U-1007  8.2300601  HALIFAX    5,362,587.86  RWY  STP  1,302    4.120   2    0   0  S   U   W        2   4  30                                                                                                                                           
                   PROJECT TOTAL =   5,362,587.86   Rose Brothers Paving C                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
06/01  I-2201  8.T491606  GUILFORD  49,747,168.78  RWY  STP  5,407    9.200   2    0   0    S U  CWB       2   7  49                                                                                                                                           
06/02  I-2201  8.T491606  GUILFORD     272,370.59  RWY  STP           0.000   0    0   0    S U  CWB       2   7  49    GREENSBORO                                                                                                                             
06/03  I-2201  8.T491606  GUILFORD     296,499.09  CLV  STP           0.010   1  203   7    S U  CWB       2   7  49    46+22.745-L-                                                                                                                           
06/04  I-2201  8.T491606  GUILFORD     171,497.11  CLV  STP           0.000   1  201   7    S U  CWB       2   7  49    68+70.260-L-                                                                                                                           
06/05  I-2201  8.T491606  GUILFORD     199,107.13  CLV  STP           0.000   1    1   9    S U  CWB       2   7  49    18+86.102-L-                                                                                                                           
06/06  I-2201  8.T491606  GUILFORD     145,280.00  WAL  STP           0.000   1    0   0    S U  CWB       2   7  49    7+50.000-L-                                                                                                                            
06/07  I-2201  8.T491606  GUILFORD     250,862.80  WAL  STP           0.000   1    0   0    S U  CWB       2   7  49    24+50.000-L-                                                                                                                           
06/08  I-2201  8.T491606  GUILFORD     427,026.00  WAL  STP           0.000   1    0   0    S U  CWB       2   7  49    32+70.000-L-                                                                                                                           
06/09  I-2201  8.T491606  GUILFORD      81,400.00  WAL  STP           0.000   1    0   0    S U  CWB       2   7  49    49+50.000-L-                                                                                                                           
06/10  I-2201  8.T491606  GUILFORD     345,984.00  WAL  STP           0.000   1    0   0    S U  CWB       2   7  49    56+65.000-L-                                                                                                                           
06/11  I-2201  8.T491606  GUILFORD     411,260.00  WAL  STP           0.000   1    0   0    S U  CWB       2   7  49    57+70.000-L-                                                                                                                           
06/12  I-2201  8.T491606  GUILFORD   1,294,051.07  BRG  STP        Q  0.083   4  592  11    S U  CWB       2   7  49    43+69.965-L-                                                                                                                           
06/13  I-2201  8.T491606  GUILFORD   1,887,256.80  BRG  STP        Q  0.041   3  333  11    S U  CWB       2   7  49    45+74.070-L-                                                                                                                           
06/14  I-2201  8.T491606  GUILFORD   3,769,446.96  BRG  STP        I  0.000   2  569  11    S U  CWB       2   7  49    60+29.295-L-                                                                                                                           
06/15  I-2201  8.T491606  GUILFORD   1,054,221.69  BRG  STP        Q  0.000   2  657  11    S U  CWB       2   7  49    73+13.183-L-                                                                                                                           
06/16  I-2201  8.T491606  GUILFORD      33,000.00  BRG  STP           0.000   0    0   0    S U  CWB       2   7  49    CITY OF GREE                                                                                                                           
                   PROJECT TOTAL =  60,386,432.02   ODEBRECHT CONSTRUCTION                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
07/01  R-0942  8.1501501  ORANGE     2,192,728.38  RWY  STP  3,630    0.604   2    0   0  SLS U  C B       2   7  50                                                                                                                                           
07/02  R-0942  8.1501501  ORANGE        31,116.00  RWY  STP    150    0.207   0    0   0  SLS U  C B       2   7  50    SOU VILL LMT                                                                                                                           
07/03  R-0942  8.1501501  ORANGE        22,336.84  CLV  STP           0.000   0    0   0  SLS U  C B       2   7  50    OWASA COST                                                                                                                             
07/04  R-0942  8.1501501  ORANGE        86,714.85  CLV  STP           0.000   1  202   3  SLS U  C B       2   7  50    10+02.895-YR                                                                                                                           
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE  2                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
PROPOS T.I.P.   PROJECT   COUNTY         $ TOTAL   JOB  FUND  THOU$    PROJ  DESCRIPTION   WORK TYPES    AREA    CNTY   LOCATION                                                                                                                               
NO/BRK  NO.                                                   /MILE   MILES  NO. CD1 CD2  GDPFSLSLURACWB     DIVS                                                                                                                                              
07/05  R-0942  8.1501501  ORANGE       830,141.44  BRG  STP           0.062   3  792  15  SLS U  C B       2   7  50    16+37.566 -L                                                                                                                           
                   PROJECT TOTAL =   3,163,037.51   REA CONSTRUCTION COMPA                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
08/01  R-2247  6.628003B  FORSYTH   20,795,085.10  RWY       9,474    2.195   4  658   0  S S U  CWB       2   9  62                                                                                                                                           
08/02  R-2247  6.628003B  FORSYTH      142,934.00  RWY                0.000   1    0   0  S S U  CWB       2   9  62    WINSTON-SALE                                                                                                                           
08/03  R-2247  6.628003B  FORSYTH      139,864.75  CLV                0.000   1    1   5  S S U  CWB       2   9  62    59+16.000-L-                                                                                                                           
08/04  R-2247  6.628003B  FORSYTH      861,294.34  BRG             Q  0.000   3  854  15  S S U  CWB       2   9  62    137+14.50Y17                                                                                                                           
08/05  R-2247  6.628003B  FORSYTH      748,580.48  BRG             Q  0.000   3  854  15  S S U  CWB       2   9  62    137+16.50Y17                                                                                                                           
08/06  R-2247  6.628003B  FORSYTH      813,813.12  BRG             I  0.000   4  854  11  S S U  CWB       2   9  62    69+66.46-L-L                                                                                                                           
08/07  R-2247  6.628003B  FORSYTH      889,624.19  BRG             I  0.092   4  854  11  S S U  CWB       2   9  62    69+66.46-L-R                                                                                                                           
08/08  R-2247  6.628003B  FORSYTH      216,583.06  BRG             B  0.000   1  854  11  S S U  CWB       2   9  62    72+66.27-L-L                                                                                                                           
08/09  R-2247  6.628003B  FORSYTH      267,396.67  BRG             B  0.031   1  854  11  S S U  CWB       2   9  62    72+66.27-L-R                                                                                                                           
08/10  R-2247  6.628003B  FORSYTH      238,887.83  BRG             A  0.000   1  863  11  S S U  CWB       2   9  62    15+28.602RPA                                                                                                                           
08/11  R-2247  6.628003B  FORSYTH      910,073.85  BRG             I  0.000   4  863  11  S S U  CWB       2   9  62    16+91.250RPA                                                                                                                           
08/12  R-2247  6.628003B  FORSYTH      783,638.81  BRG             I  0.000   4  863  11  S S U  CWB       2   9  62    67+34.061-L-                                                                                                                           
08/13  R-2247  6.628003B  FORSYTH    1,174,853.36  BRG             A  0.000   4  854  11  S S U  CWB       2   9  62    15+28.434Y25                                                                                                                           
                   PROJECT TOTAL =  27,982,629.56   HAYMES BROTHERS, INC.                                                                                                                                                                                      
                                                                                                                                                                                                                                                               
09/01  B-2934  8.2662301  CABARRUS     388,944.76  RWY  MA   1,537    0.253   2    0   0      U    B       2  10  66                                                                                                                                           
09/02  B-2934  8.2662301  CABARRUS     377,085.75  BRG  MA         Q  0.042   3  718  15      U    B       2  10  66    12+10.000 -L                                                                                                                           
                   PROJECT TOTAL =     766,030.51   R. E. BURNS & SONS CO.                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
10/01  U-3412  9.8101585  UNION        522,030.10  RWY         656    0.796   2    0   0    S  R           2  10  69                                                                                                                                           
10/02  U-3412  9.8101585  UNION         22,747.50  RWY                0.000   0    0   0    S  R           2  10  69    MONROE                                                                                                                                 
                   PROJECT TOTAL =     544,777.60   BOGGS PAVING, INC.                                                                                                                                                                                         
                                                                                                                                                                                                                                                               
11/01  B-2170  8.2990101  SWAIN        288,421.66  RWY  BRZ    817    0.353   2    0   0      U    B       4  14  99                                                                                                                                           
11/02  B-2170  8.2990101  SWAIN        294,216.05  BRG  BRZ           0.034   3  721  15      U    B       4  14  99    12+51.500LRE                                                                                                                           
                   PROJECT TOTAL =     582,637.71   R. E. BURNS & SONS CO.                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
                         *****  JAN 1999 TOTAL =$144,840,951.81                                                                                                                                                                                                
                                                                                                                                                                                                                                                               
*****  FEB 1999  *****                                                                                                                                                                                                                                         
                                                                                                                                                                                                                                                               
02/01  U-2536  9.8071091  GUILFORD   4,094,416.01  RWY       1,936    2.115   5  634   0           B       2   7  49                                                                                                                                           
02/02  U-2536  9.8071091  GUILFORD     942,052.42  ICH                0.000   0    0   0           B       2   7  49    HIGH POINT                                                                                                                             
02/03  U-2536  9.8071091  GUILFORD     203,993.21  CLV                0.007   1    2   3           B       2   7  49    27+36.000 -L                                                                                                                           
02/04  U-2536  9.8071091  GUILFORD     132,162.11  CLV                0.000   1    1   2           B       2   7  49    27+47.000 -L                                                                                                                           
02/05  U-2536  9.8071091  GUILFORD     136,095.00  WAL                0.000   1    0   0           B       2   7  49    16+57.500 -L                                                                                                                           
02/06  U-2536  9.8071091  GUILFORD     101,807.50  WAL                0.000   1    0   0           B       2   7  49    24+30.000 -L                                                                                                                           
                   PROJECT TOTAL =   5,610,526.25   LARCO CONST. CO., A DI                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
03/01  B-3004  8.1673902  MECKLENBG  1,344,993.47  RWY  BRS  3,172    0.424   2  612   0  SLS U   WB       2  10  67    NORTH CAROLI                                                                                                                           
03/02  B-3004  46.957     MECKLENBG  1,329,926.65  RWY  BRT  4,683    0.284   2  612   0  SLS U   WB       2  10  67    SOUTH CAROLI                                                                                                                           
03/03  B-3004  8.1673902  MECKLENBG  4,179,446.10  BRG  BRS        Q  0.216  17  854  15  SLS U   WB       2  10  67    14+99.500-L-                                                                                                                           
03/04          46.957     MECKLENBG  4,179,446.10  BRG  BRT        Q  0.216  17  854  15  SLS U   WB       2  10  67    SOUTH CAROLI                                                                                                                           
03/05  B-3004  8.1673902  MECKLENBG     25,000.00  BRG  BRS           0.000   0    0   0  SLS U   WB       2  10  67    MCE                                                                                                                                    
03/06  B-3004  8.1673902  MECKLENBG    150,000.00  BRG  BRS           0.000   0    0   0  SLS U   WB       2  10  67    CHAR-MECK UT                                                                                                                           
                   PROJECT TOTAL =  11,208,812.32   REPUBLIC CONTRACTING C                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
04/01  B-2181  8.1770501  YADKIN     1,022,307.11  RWY  BRS  1,180    0.866   2    0   0           B       2  11  77                                                                                                                                           
04/02  B-2181  8.1770501  YADKIN     1,715,192.57  BRG  BRS        Q  0.027   7  872  17           B       2  11  77    16+67.267-L-                                                                                                                           
                   PROJECT TOTAL =   2,737,499.68   SMITH-ROWE, INC.                                                                                                                                                                                           
                                                                                                                                                                                                                                                               
05/01  R-2120  6.779003T  YADKIN    10,291,965.55  RWY       1,817    5.663   4    0   0    S    C B       2  11  77                                                                                                                                           
05/02  R-2120  6.779003T  YADKIN         3,450.00  RWY                0.000   0    0   0    S    C B       2  11  77    YADKIN CO                                                                                                                              
05/03  R-2120  6.779003T  YADKIN       277,024.86  CLV                0.000   1    1  28    S    C B       2  11  77    117+60.690-L                                                                                                                           
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE  3                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
PROPOS T.I.P.   PROJECT   COUNTY         $ TOTAL   JOB  FUND  THOU$    PROJ  DESCRIPTION   WORK TYPES    AREA    CNTY   LOCATION                                                                                                                               
NO/BRK  NO.                                                   /MILE   MILES  NO. CD1 CD2  GDPFSLSLURACWB     DIVS                                                                                                                                              
05/04  R-2120  6.779003T  YADKIN        74,258.00  CLV                0.000   1    2   4    S    C B       2  11  77    14+75.500-SV                                                                                                                           
05/05  R-2120  6.779003T  YADKIN       132,487.05  CLV                0.000   1    2   7    S    C B       2  11  77    131+64.500-L                                                                                                                           
05/06  R-2120  6.779003T  YADKIN       232,402.92  CLV                0.007   1    2   9    S    C B       2  11  77    144+00.000-L                                                                                                                           
05/07  R-2120  6.779003T  YADKIN        81,638.36  CLV                0.000   1  201  10    S    C B       2  11  77    154+00.500-L                                                                                                                           
05/08  R-2120  6.779003T  YADKIN        65,690.90  CLV                0.000   1    2   4    S    C B       2  11  77    10+43.789-Y6                                                                                                                           
05/09  R-2120  6.779003T  YADKIN       275,000.00  WAL                0.000   1    0   0    S    C B       2  11  77    154+80.000-L                                                                                                                           
05/10  R-2120  6.779003T  YADKIN     1,237,917.51  BRG             Q  0.108   3  674  15    S    C B       2  11  77    109+25.860-L                                                                                                                           
05/11  R-2120  6.779003T  YADKIN     1,210,792.51  BRG             Q  0.000   3  674  15    S    C B       2  11  77    109+25.860-L                                                                                                                           
05/12  R-2120  6.779003T  YADKIN       786,203.44  BRG             I  0.000   2  660  11    S    C B       2  11  77    127+20.000-L                                                                                                                           
                   PROJECT TOTAL =  14,668,831.10   DIXIE GRADING & EQUIPM                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
06/01  B-2119  8.2790801  CATAWBA      450,547.03  RWY  BRZ  1,017    0.443   2    0   0      U    B       2  12  79                                                                                                                                           
06/02  B-2119  8.2790801  CATAWBA      452,142.86  BRG  BRZ        Q  0.047   3  845  15      U    B       2  12  79    12+95.550-L-                                                                                                                           
                   PROJECT TOTAL =     902,689.89   DANE CONSTRUCTION, INC                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
07/01  B-2994  8.2831301  LINCOLN      174,036.53  RWY  MA     825    0.211   2    0   0  S   U  C         2  12  83                                                                                                                                           
07/02  B-2994  8.2831301  LINCOLN      156,201.00  CLV  MA            0.009   1    2   3  S   U  C         2  12  83    12+33.000 -L                                                                                                                           
                   PROJECT TOTAL =     330,237.53   APPLE TUCK & ASSOCIATE                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
08/01  B-2605  8.2980601  POLK         167,746.03  RWY  BRZ    912    0.184   2    0   0   L       B       3  14  98                                                                                                                                           
08/02  B-2605  8.2980601  POLK         487,033.63  BRG  BRZ        Q  0.057   3  845  15   L       B       3  14  98    12+46.000 -L                                                                                                                           
                   PROJECT TOTAL =     654,779.66   MILLER ENGINEERING CO.                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
                         *****  FEB 1999 TOTAL = $36,113,376.43                                                                                                                                                                                                
                                                                                                                                                                                                                                                               
*****  MAR 1999  *****                                                                                                                                                                                                                                         
                                                                                                                                                                                                                                                               
01/01  R-2000  8.U401726  WAKE      31,409,733.64  RWY  NHF 12,665    2.480   6    0   0  SLS U  CWB       2   5  40                                                                                                                                           
01/02  R-2000  8.U401726  WAKE         290,740.30  RWY  NHF           0.000   0    0   0  SLS U  CWB       2   5  40    RALEIGH COST                                                                                                                           
01/03  R-2000  8.U401726  WAKE         904,472.69  CLV  NHF           0.008   1    2  21  SLS U  CWB       2   5  40    334+28.503-L                                                                                                                           
01/04  R-2000  8.U401726  WAKE         375,990.97  CLV  NHF           0.000   1    2  12  SLS U  CWB       2   5  40    352+75.000-L                                                                                                                           
01/05  R-2000  8.U401726  WAKE          98,565.24  CLV  NHF           0.000   1  203   6  SLS U  CWB       2   5  40    19+12.363-Y1                                                                                                                           
01/06  R-2000  8.U401726  WAKE         154,003.63  WAL  NHF           0.000   1    0   0  SLS U  CWB       2   5  40    13+22.666-NS                                                                                                                           
01/07  R-2000  8.U401726  WAKE         164,356.83  WAL  NHF           0.000   1    0   0  SLS U  CWB       2   5  40    11+97.065-RP                                                                                                                           
01/08  R-2000  8.U401726  WAKE         503,600.00  WAL  NHF           0.000   1    0   0  SLS U  CWB       2   5  40    353+72.227-L                                                                                                                           
01/09  R-2000  8.U401726  WAKE      12,993,884.37  BRG  NHF        I  0.128   3  679  12  SLS U  CWB       2   5  40    335+75.036-L                                                                                                                           
01/10  R-2000  8.U401726  WAKE       2,088,414.13  BRG  NHF        I  0.000   3  679  12  SLS U  CWB       2   5  40    335+74.455-L                                                                                                                           
01/11  R-2000  8.U401726  WAKE         844,941.97  BRG  NHF        J  0.077   2  652  11  SLS U  CWB       2   5  40    345+97.653 -                                                                                                                           
01/12  R-2000  8.U401726  WAKE         982,256.78  BRG  NHF        J  0.000   2  652  11  SLS U  CWB       2   5  40    345+89.817 -                                                                                                                           
01/13  R-2000  8.U401726  WAKE         220,062.82  BRG  NHF        Q  0.089   1  599  11  SLS U  CWB       2   5  40    353+71.453 -                                                                                                                           
01/14  R-2000  8.U401726  WAKE         201,319.16  BRG  NHF        Q  0.000   1  599  11  SLS U  CWB       2   5  40    353+72.854 -                                                                                                                           
01/15  R-2000  8.U401726  WAKE         752,809.47  BRG  NHF        J  0.000   2  652  11  SLS U  CWB       2   5  40    14+70.803 -C                                                                                                                           
01/16  R-2000  8.U401726  WAKE         775,691.39  BRG  NHF        I  0.000   2  603  11  SLS U  CWB       2   5  40    17+59.597-FC                                                                                                                           
01/17  R-2000  8.U401726  WAKE       3,250,122.20  BRG  NHF        N  0.000   5  603  11  SLS U  CWB       2   5  40    348+03.061-L                                                                                                                           
01/18  R-2000  8.U401726  WAKE         183,495.07  BRG  NHF        A  0.000   1  535  11  SLS U  CWB       2   5  40    13+22.666-RP                                                                                                                           
01/19  R-2000  8.U401726  WAKE         257,202.95  BRG  NHF        A  0.000   1  555  11  SLS U  CWB       2   5  40    11=97.065-RP                                                                                                                           
                   PROJECT TOTAL =  56,451,663.61   BLYTHE CONSTRUCTION, I                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
02/01  R-2633  8.U250903  NEW HANOV  2,120,600.00  MSC  NHS           0.000   0    0   0                   1   3  25                                                                                                                                           
                   PROJECT TOTAL =   2,120,600.00   MCLEAN CONTRACTING COM                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
03/01  B-3273  8.2720501  AVERY        127,515.00  RWY  BRZ  1,081    0.118   2    0   0      U    B       4  11  72                                                                                                                                           
03/02  B-3273  8.2720501  AVERY        122,809.02  BRG  BRZ        A  0.016   1  745  15      U    B       4  11  72    10+70.800-L-                                                                                                                           
                   PROJECT TOTAL =     250,324.02   CAROLINA MTN. CONSTRUC                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
04/01  R-2923  8.2770801  YADKIN     5,995,648.64  RWY  STP  7,241    0.828   3    0   0   LS U            2  11  77                                                                                                                                           
04/02  R-2923  8.2770801  YADKIN       499,112.54  BRG  STP        I  0.061   2  863  11   LS U            2  11  77    13+40.169 -L                                                                                                                           
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE  4                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
PROPOS T.I.P.   PROJECT   COUNTY         $ TOTAL   JOB  FUND  THOU$    PROJ  DESCRIPTION   WORK TYPES    AREA    CNTY   LOCATION                                                                                                                               
NO/BRK  NO.                                                   /MILE   MILES  NO. CD1 CD2  GDPFSLSLURACWB     DIVS                                                                                                                                              
                   PROJECT TOTAL =   6,494,761.18   JAMES R. VANNOY & SONS                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
                         *****  MAR 1999 TOTAL = $65,317,348.81                                                                                                                                                                                                
                                                                                                                                                                                                                                                               
*****  APR 1999  *****                                                                                                                                                                                                                                         
                                                                                                                                                                                                                                                               
01/01  I-3318  8.1311901  JOHNSTON   7,790,038.49  RWY  IMS  1,688    4.615   4    0   0  SLS   R  B       2   4  31                                                                                                                                           
01/02  I-3318  8.1311901  JOHNSTON     295,500.00  BRG  IMS           0.000   4   98  11  SLS   R  B       2   4  31    55+39.913-L-                                                                                                                           
                   PROJECT TOTAL =   8,085,538.49   BARRUS CONSTRUCTION CO                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
02/01  R-525F  6.349001B  WILSON     2,947,360.49  RWY       3,011    0.979   2    0   0  SLS      B       2   4  34                                                                                                                                           
02/02  R-525F  6.349001B  WILSON       582,528.98  BRG             I  0.000   2  863  11  SLS      B       2   4  34    18+19.490 -L                                                                                                                           
                   PROJECT TOTAL =   3,529,889.47   BARNHILL CONTRACTING C                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
03/01  UM-265  5.4080012  WAKE         236,570.06  RWY         586    0.404   2    0   0    S      B       2   5  40                                                                                                                                           
03/02  UM-265  5.4080012  WAKE          73,932.50  RWY                0.000   1    0   0    S      B       2   5  40    CTY OF RALEI                                                                                                                           
03/03  UM-265  5.4080012  WAKE         399,893.26  BRG             I  0.076   4  394  11    S      B       2   5  40    11+94.114-L-                                                                                                                           
                   PROJECT TOTAL =     710,395.82   C. C. MANGUM, INC.                                                                                                                                                                                         
                                                                                                                                                                                                                                                               
04/01  B-3005  8.2550201  MONTGOMER    345,800.30  RWY  BRZ    860    0.402   2  614   0           B       2   8  55                                                                                                                                           
04/02  B-3005  8.2550201  MONTGOMER    706,282.20  BRG  BRZ        Q  0.107   5  890  15           B       2   8  55    13+79.300 -L                                                                                                                           
                   PROJECT TOTAL =   1,052,082.50   BLYTHE CONSTRUCTION, I                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
05/01  R-2217  6.579001B  RANDOLPH  10,465,861.29  RWY       1,289    8.120   2    0   0   LS U    B       2   8  57                                                                                                                                           
05/02  R-2217  6.579001B  RANDOLPH      14,241.93  ICH                0.000   0    0   0   LS U    B       2   8  57    RAMSEUR COST                                                                                                                           
05/03  R-2217  6.579001B  RANDOLPH       1,259.36  CLV                0.000   0    0   0   LS U    B       2   8  57    RANDOLPH B E                                                                                                                           
05/04  R-2217  6.579001B  RANDOLPH      24,467.25  CLV                0.000   1  201   4   LS U    B       2   8  57    33+16.000-L1                                                                                                                           
05/05  R-2217  6.579001B  RANDOLPH     180,669.03  CLV                0.000   1  203   2   LS U    B       2   8  57    56+88.260-L2                                                                                                                           
05/06  R-2217  6.579001B  RANDOLPH      62,220.51  CLV                0.000   1  201   4   LS U    B       2   8  57    60+46.800-L2                                                                                                                           
05/07  R-2217  6.579001B  RANDOLPH      67,551.54  CLV                0.000   1  201   4   LS U    B       2   8  57    74+80.500-L2                                                                                                                           
                   PROJECT TOTAL =  10,816,270.91   MAPCO, INC.                                                                                                                                                                                                
                                                                                                                                                                                                                                                               
06/01  B-3080  8.2760401  WILKES       210,795.42  RWY  BRZ    999    0.211   2    0   0           B       3  11  76                                                                                                                                           
06/02  B-3080  8.2760401  WILKES       184,880.34  BRG  BRZ        A  0.035   3  836  15           B       3  11  76    11+40.400 -L                                                                                                                           
                   PROJECT TOTAL =     395,675.76   PHILLIPS & JORDAN, INC                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
07/01  R-2120  8.T770204  YADKIN    15,341,736.85  RWY  NHS  1,983    7.737   4    0   0  SLS U   WB       2  11  77                                                                                                                                           
07/02  R-2120  8.T770204  YADKIN       387,496.16  BRG  NHS        I  0.041   3  854  11  SLS U   WB       2  11  77    79+00.000WBL                                                                                                                           
07/03  R-2120  8.T770204  YADKIN       359,901.94  BRG  NHS        I  0.000   3  854  11  SLS U   WB       2  11  77    79+00.000EBL                                                                                                                           
07/04  R-2120  8.T770204  YADKIN       414,005.38  BRG  NHS        A  0.042   1  561  11  SLS U   WB       2  11  77    98+42.591WBL                                                                                                                           
07/05  R-2120  8.T770204  YADKIN       448,288.34  BRG  NHS        A  0.000   1  563  11  SLS U   WB       2  11  77    98+42.591EBL                                                                                                                           
07/06  R-2120  8.T770204  YADKIN       452,477.86  BRG  NHS        I  0.000   2  655  11  SLS U   WB       2  11  77    128+60.015-L                                                                                                                           
07/07  R-2120  8.T770204  YADKIN       303,042.85  BRG  NHS        I  0.000   2  854  11  SLS U   WB       2  11  77    138+00.000-L                                                                                                                           
                   PROJECT TOTAL =  17,706,949.38   HAYMES BROTHERS, INC.                                                                                                                                                                                      
                                                                                                                                                                                                                                                               
08/01  R-2617  8.2851201  BURKE      2,867,860.78  RWY  STP  2,651    1.082   5  638   0   L  U   WB       3  13  85                                                                                                                                           
08/02  R-2617  8.2851201  BURKE          1,863.00  RWY  STP           0.000   0    0   0   L  U   WB       3  13  85    BURKE CO COS                                                                                                                           
08/03  R-2617  8.2851201  BURKE          3,400.00  RWY  STP           0.000   0    0   0   L  U   WB       3  13  85    VALDESE COST                                                                                                                           
08/04  R-2617  8.2851201  BURKE          4,320.00  RWY  STP           0.000   0    0   0   L  U   WB       3  13  85    R COL WAT CO                                                                                                                           
08/05  R-2617  8.2851201  BURKE         51,577.00  WAL  STP           0.000   1    0   0   L  U   WB       3  13  85    12+30.176-LR                                                                                                                           
08/06  R-2617  8.2851201  BURKE        868,751.18  BRG  STP        Q  0.062   3  845  12   L  U   WB       3  13  85    15+93.185-LR                                                                                                                           
                   PROJECT TOTAL =   3,797,771.96   R. E. BURNS & SONS CO.                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
                         *****  APR 1999 TOTAL = $46,094,574.29                                                                                                                                                                                                
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE  5                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
PROPOS T.I.P.   PROJECT   COUNTY         $ TOTAL   JOB  FUND  THOU$    PROJ  DESCRIPTION   WORK TYPES    AREA    CNTY   LOCATION                                                                                                                               
NO/BRK  NO.                                                   /MILE   MILES  NO. CD1 CD2  GDPFSLSLURACWB     DIVS                                                                                                                                              
                                                                                                                                                                                                                                                               
*****  MAY 1999  *****                                                                                                                                                                                                                                         
                                                                                                                                                                                                                                                               
01/01  X-0002  8.T441304  CUMBERLAN  3,462,197.40  RWY  DPR  1,485    2.332   4    0   0  S        B       1   6  44                                                                                                                                           
01/02  X-0002  8.T441304  CUMBERLAN  1,453,317.12  BRG  DPR        Q  0.208   8  854  15  S        B       1   6  44    171+25.754-L                                                                                                                           
01/03  X-0002  8.T441304  CUMBERLAN  1,415,355.62  BRG  DPR        Q  0.000   8  854  15  S        B       1   6  44    171+25.754-L                                                                                                                           
                   PROJECT TOTAL =   6,330,870.14   BMCO CONSTRUCTION, INC                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
02/01  B-2126  8.1601001  DAVIDSON     551,418.14  RWY  BRS  1,553    0.355   2    0   0           B       2   9  60                                                                                                                                           
02/02  B-2126  8.1601001  DAVIDSON     562,315.52  BRG  BRS        Q  0.045   3  845  15           B       2   9  60    12+42.500-L-                                                                                                                           
                   PROJECT TOTAL =   1,113,733.66   TAYLOR & MURPHY CONSTR                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
03/01  U-2512  8.1673506  MECKLENBG    216,434.76  RWY  STP    573    0.378   2  612   0  S   U            2  10  67                                                                                                                                           
                   PROJECT TOTAL =     216,434.76   FEREBEE CORPORATION                                                                                                                                                                                        
                                                                                                                                                                                                                                                               
04/01  M-338   4.5940129  HAYWOOD    1,446,965.51  RWY       4,990    0.290   4    0   0          W        4  14  94                                                                                                                                           
                   PROJECT TOTAL =   1,446,965.51   TAYLOR & MURPHY CONSTR                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
05/01  U-1567  8.2472301  ALAMANCE   4,757,446.49  MSC  STP           0.000   0    0   0    S              2   7  47                                                                                                                                           
                   PROJECT TOTAL =   4,757,446.49   GEORGIA ELECTRIC COMPA                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
                         *****  MAY 1999 TOTAL = $13,865,450.56                                                                                                                                                                                                
                                                                                                                                                                                                                                                               
*****  JUN 1999  *****                                                                                                                                                                                                                                         
                                                                                                                                                                                                                                                               
01/01  R-1023  8.T340308  WILSON    20,525,975.12  RWY  NHS  2,433    8.437   4  664   0  S S    C B       2   4  34                                                                                                                                           
01/02  R-1023  8.T340308  WILSON        55,519.80  RWY  NHS           0.000   0    0   0  S S    C B       2   4  34    CITY OF WILS                                                                                                                           
01/03  R-1023  8.T340308  WILSON       163,810.81  CLV  NHS           0.009   1    2   2  S S    C B       2   4  34    30+75.500-L-                                                                                                                           
01/04  R-1023  8.T340308  WILSON       224,294.87  CLV  NHS           0.000   1    2   9  S S    C B       2   4  34    20+13.500-Y8                                                                                                                           
01/05  R-1023  8.T340308  WILSON       164,820.67  CLV  NHS           0.000   1    2   4  S S    C B       2   4  34    14+31.200 RP                                                                                                                           
01/06  R-1023  8.T340308  WILSON     1,162,968.25  BRG  NHS        I  0.000   2  659  11  S S    C B       2   4  34    29+09.753-L-                                                                                                                           
01/07  R-1023  8.T340308  WILSON     1,505,034.44  BRG  NHS        Q  0.248  10  854  15  S S    C B       2   4  34    33+81.235-L-                                                                                                                           
01/08  R-1023  8.T340308  WILSON     1,517,346.58  BRG  NHS        Q  0.000  10  854  15  S S    C B       2   4  34    33+81.235-L-                                                                                                                           
01/09  R-1023  8.T340308  WILSON       511,662.69  BRG  NHS        I  0.000   2  657  11  S S    C B       2   4  34    37+17.387-L-                                                                                                                           
01/10  R-1023  8.T340308  WILSON       467,712.82  BRG  NHS        I  0.000   2  854  11  S S    C B       2   4  34    56+39.550-L-                                                                                                                           
01/11  R-1023  8.T340308  WILSON       571,809.10  BRG  NHS        I  0.000   2  664  11  S S    C B       2   4  34    70+00.996-L-                                                                                                                           
01/12  R-1023  8.T340308  WILSON       563,486.33  BRG  NHS        I  0.064   2  652  11  S S    C B       2   4  34    85+06.042-L-                                                                                                                           
01/13  R-1023  8.T340308  WILSON       687,137.42  BRG  NHS        I  0.000   2  652  11  S S    C B       2   4  34    85+06.042-L-                                                                                                                           
                   PROJECT TOTAL =  28,121,578.90   S. T. WOOTEN CORPORATI                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
02/01  R-0525  6.349002B  WILSON     2,616,038.57  RWY       2,562    1.021   2    0   0   L     C B       2   4  34                                                                                                                                           
02/02  R-0525  6.349002B  WILSON        82,446.40  CLV                0.000   1  201   3   L     C B       2   4  34    15+18.239 -L                                                                                                                           
02/03  R-0525  6.349002B  WILSON       522,839.29  BRG             I  0.000   2  854  11   L     C B       2   4  34    18+41.402 -L                                                                                                                           
                   PROJECT TOTAL =   3,221,324.26   BARNHILL CONTRACTING C                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
03/01  X-0002  6.449010T  CUMBERLAN  2,847,193.05  RWY       2,421    1.176   4    0   0      U    B       1   6  44                                                                                                                                           
03/02  X-0002  6.449010T  CUMBERLAN     68,700.00  RWY                0.000   0    0   0      U    B       1   6  44    HORIZN HTL L                                                                                                                           
03/03  X-0002  6.449010T  CUMBERLAN  1,861,373.15  BRG             I  0.180   4  675  11      U    B       1   6  44    15+64.720-L-                                                                                                                           
                   PROJECT TOTAL =   4,777,266.20   BMCO CONSTRUCTION, INC                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
04/01  R-2420  8.2673502  MECKLENBG 10,747,661.23  RWY  STP  7,372    1.458   2  658   1           B       2  10  67                                                                                                                                           
04/02  R-2420  8.2673502  MECKLENBG    122,848.50  CLV  STP           0.000   1  201   9           B       2  10  67    19+90.000-EY                                                                                                                           
04/03  R-2420  8.2673502  MECKLENBG    430,084.50  CLV  STP           0.000   1    2  15           B       2  10  67    29+09.500-L-                                                                                                                           
04/04  R-2420  8.2673502  MECKLENBG    133,069.90  CLV  STP           0.000   1    1  15           B       2  10  67    35+62.800-L-                                                                                                                           
04/05  R-2420  8.2673502  MECKLENBG  1,288,884.03  BRG  STP        I  0.079   2  667  11           B       2  10  67    33+13.500-L-                                                                                                                           
                   PROJECT TOTAL =  12,722,548.16   MCWHIRTER GRADING COMP                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE  6                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
PROPOS T.I.P.   PROJECT   COUNTY         $ TOTAL   JOB  FUND  THOU$    PROJ  DESCRIPTION   WORK TYPES    AREA    CNTY   LOCATION                                                                                                                               
NO/BRK  NO.                                                   /MILE   MILES  NO. CD1 CD2  GDPFSLSLURACWB     DIVS                                                                                                                                              
05/01  R-2239  6.769006T  WILKES    17,457,333.10  RWY       1,833    9.525   4  664   0  SLS U  C B       3  11  76                                                                                                                                           
05/02  R-2239  6.769006T  WILKES       219,480.86  CLV                0.000   1    1  11  SLS U  C B       3  11  76    101+55.013 -                                                                                                                           
05/03  R-2239  6.769006T  WILKES       260,049.78  CLV                0.000   1  201  11  SLS U  C B       3  11  76    107+08.809 -                                                                                                                           
05/04  R-2239  6.769006T  WILKES     1,268,909.94  CLV                0.000   1    2  13  SLS U  C B       3  11  76    111+04.352 -                                                                                                                           
05/05  R-2239  6.769006T  WILKES       170,925.20  CLV                0.000   1    2   9  SLS U  C B       3  11  76    26+13.824 SR                                                                                                                           
05/06  R-2239  6.769006T  WILKES       103,940.36  CLV                0.000   1    1   9  SLS U  C B       3  11  76    143+06.600 -                                                                                                                           
05/07  R-2239  6.769006T  WILKES       137,757.60  CLV                0.000   1    1  10  SLS U  C B       3  11  76    154+66.356 -                                                                                                                           
05/08  R-2239  6.769006T  WILKES       364,171.35  BRG             A  0.035   1  554  11  SLS U  C B       3  11  76    110+67.851LW                                                                                                                           
05/09  R-2239  6.769006T  WILKES       354,129.28  BRG             A  0.000   1  554  11  SLS U  C B       3  11  76    110+67.851LE                                                                                                                           
05/10  R-2239  6.769006T  WILKES       551,978.76  BRG             I  0.000   2  651  11  SLS U  C B       3  11  76    130+64.518L@                                                                                                                           
05/11  R-2239  6.769006T  WILKES       536,445.69  BRG             A  0.043   1  561  11  SLS U  C B       3  11  76    172+81.920LW                                                                                                                           
05/12  R-2239  6.769006T  WILKES       569,767.80  BRG             A  0.000   1  565  11  SLS U  C B       3  11  76    172+81.920LE                                                                                                                           
                   PROJECT TOTAL =  21,994,889.72   VECELLIO & GROGAN, INC                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
06/01  U-2414  8.1792303  CATAWBA    8,910,156.94  RWY  STP  2,589    3.442   5    0   0   L      WB       2  12  79                                                                                                                                           
06/02  U-2414  8.1792303  CATAWBA       84,000.00  WAL  STP           0.000   1    0   0   L      WB       2  12  79    20+00.000 -L                                                                                                                           
06/03  U-2414  8.1792303  CATAWBA      240,000.00  WAL  STP           0.000   1    0   0   L      WB       2  12  79    30+80.000 -L                                                                                                                           
06/04  U-2414  8.1792303  CATAWBA       76,000.00  WAL  STP           0.000   1    0   0   L      WB       2  12  79    38+80.000 -L                                                                                                                           
06/05  U-2414  8.1792303  CATAWBA    1,592,003.11  BRG  STP        Q  0.092   3  655  12   L      WB       2  12  79    19+23.174-L-                                                                                                                           
                   PROJECT TOTAL =  10,902,160.05   W. C. ENGLISH, INC.                                                                                                                                                                                        
                                                                                                                                                                                                                                                               
                         *****  JUN 1999 TOTAL = $81,739,767.29                                                                                                                                                                                                
                                                                                                                                                                                                                                                               
*****  JUL 1999  *****                                                                                                                                                                                                                                         
                                                                                                                                                                                                                                                               
01/01  I-306D  8.T351207  DURHAM    28,855,169.73  RWY  I   10,905    2.646   6    0   0           B       2   5  35                                                                                                                                           
01/02  I-306D  8.T351207  DURHAM     1,509,745.20  RWY  I             0.000   0    0   0           B       2   5  35    CITY OF DURH                                                                                                                           
01/03  I-306D  8.T351207  DURHAM       194,027.28  CLV  I             0.000   1  203   1           B       2   5  35    8+797.000-LA                                                                                                                           
01/04  I-306D  8.T351207  DURHAM        87,052.84  CLV  I             0.000   1  203   2           B       2   5  35    0+609.000-Y1                                                                                                                           
01/05  I-306D  8.T351207  DURHAM       527,973.96  CLV  I             0.000   1  203   6           B       2   5  35    0+473.094US7                                                                                                                           
01/06  I-306D  8.T351207  DURHAM        25,230.52  CLV  I             0.000   1  202   1           B       2   5  35    0+435.000-Y1                                                                                                                           
01/07  I-306D  8.T351207  DURHAM        59,060.20  CLV  I             0.000   1  201   5           B       2   5  35    0+305.000-Y1                                                                                                                           
01/08  I-306D  8.T351207  DURHAM        35,131.76  CLV  I             0.000   1    1   1           B       2   5  35    0+103.000-Y3                                                                                                                           
01/09  I-306D  8.T351207  DURHAM       476,000.00  WAL  I             0.000   1    0   0           B       2   5  35    9+280.000-L1                                                                                                                           
01/10  I-306D  8.T351207  DURHAM       300,000.00  WAL  I             0.000   1    0   0           B       2   5  35    7+991.568-LR                                                                                                                           
01/11  I-306D  8.T351207  DURHAM     3,846,593.45  BRG  I          Q  0.078   3  566  11           B       2   5  35    7+418.490-L-                                                                                                                           
01/12  I-306D  8.T351207  DURHAM     2,945,852.35  BRG  I          Q  0.070   2  653  12           B       2   5  35    7+586.448-L-                                                                                                                           
01/13  I-306D  8.T351207  DURHAM     3,885,430.90  BRG  I          Q  0.000   7  603  16           B       2   5  35    8+059.995-LR                                                                                                                           
01/14  I-306D  8.T351207  DURHAM     2,332,386.88  BRG  I          Q  0.000   2  603  11           B       2   5  35    7+991.568-LR                                                                                                                           
01/15  I-306D  8.T351207  DURHAM       833,968.63  BRG  I          Q  0.000   2  658  11           B       2   5  35    8+538.541-LA                                                                                                                           
01/16  I-306D  8.T351207  DURHAM       718,533.82  BRG  I          A  0.000   1  562  11           B       2   5  35    8+458.196-WB                                                                                                                           
01/17  I-306D  8.T351207  DURHAM       722,980.77  BRG  I          A  0.000   1  562  11           B       2   5  35    8+458.196-EB                                                                                                                           
01/18  I-306D  8.T351207  DURHAM     1,548,062.25  BRG  I          Q  0.000   2  658  11           B       2   5  35    9+051.439-L1                                                                                                                           
                   PROJECT TOTAL =  48,903,200.54   GRANITE CONSTRUCTION C                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
02/01  R-1023  6.349004T  WILSON    18,486,350.69  RWY       2,320    7.968   4  664   0  S S    C B       2   4  34                                                                                                                                           
02/02  R-1023  6.349004T  WILSON        95,140.00  CLV             I  0.000   1    1   2  S S    C B       2   4  34    93+50.000-L-                                                                                                                           
02/03  R-1023  6.349004T  WILSON       599,895.56  BRG             I  0.066   3  854  12  S S    C B       2   4  34    101+20.482LL                                                                                                                           
02/04  R-1023  6.349004T  WILSON       600,076.23  BRG             I  0.000   3  854  12  S S    C B       2   4  34    101+20.482LR                                                                                                                           
02/05  R-1023  6.349004T  WILSON       568,976.51  BRG             I  0.073   4  845  14  S S    C B       2   4  34    102+69.804LL                                                                                                                           
02/06  R-1023  6.349004T  WILSON       567,363.71  BRG             I  0.000   4  845  14  S S    C B       2   4  34    102+69.804LR                                                                                                                           
02/07  R-1023  6.349004T  WILSON     1,139,925.61  BRG             Q  0.131   5  854  15  S S    C B       2   4  34    121+97.000LL                                                                                                                           
02/08  R-1023  6.349004T  WILSON       950,690.46  BRG             Q  0.000   5  854  15  S S    C B       2   4  34    121+97.000LR                                                                                                                           
02/09  R-1023  6.349004T  WILSON       477,570.86  BRG             I  0.000   2  854  11  S S    C B       2   4  34    127+17.135-L                                                                                                                           
02/10  R-1023  6.349004T  WILSON       595,031.40  BRG             I  0.000   2  658  11  S S    C B       2   4  34    153+02.356-L                                                                                                                           
02/11  R-1023  6.349004T  WILSON       532,507.18  BRG             I  0.055   3  854  12  S S    C B       2   4  34    19+86.729-LL                                                                                                                           
02/12  R-1023  6.349004T  WILSON       539,117.96  BRG             I  0.000   3  854  12  S S    C B       2   4  34    20+01.443-LR                                                                                                                           
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE  7                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
PROPOS T.I.P.   PROJECT   COUNTY         $ TOTAL   JOB  FUND  THOU$    PROJ  DESCRIPTION   WORK TYPES    AREA    CNTY   LOCATION                                                                                                                               
NO/BRK  NO.                                                   /MILE   MILES  NO. CD1 CD2  GDPFSLSLURACWB     DIVS                                                                                                                                              
02/13  R-1023  6.349004T  WILSON       439,796.62  BRG             I  0.000   2  854  11  S S    C B       2   4  34    173+65.534LL                                                                                                                           
02/14  R-1023  6.349004T  WILSON       430,382.23  BRG             I  0.000   2  854  11  S S    C B       2   4  34    173+65.534LR                                                                                                                           
02/15  R-1023  6.349004T  WILSON       450,405.20  BRG             I  0.067   3  845  15  S S    C B       2   4  34    138+67.000LL                                                                                                                           
02/16  R-1023  6.349004T  WILSON       448,320.20  BRG             I  0.000   3  845  15  S S    C B       2   4  34    138+67.000LR                                                                                                                           
                   PROJECT TOTAL =  26,921,550.42   S. T. WOOTEN CORPORATI                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
03/01  R-2814  8.1360701  FRANKLIN   3,110,875.28  RWY  STP  1,857    1.675   4    0   0  SLS U  C         2   5  36                                                                                                                                           
03/02  R-2814  8.1360701  FRANKLIN      70,499.20  RWY  STP           0.000   0    0   0  SLS U  C         2   5  36    LOUISBURG                                                                                                                              
03/04  R-2814  8.1360701  FRANKLIN      12,381.00  RWY  STP           0.000   0    0   0  SLS U  C         2   5  36    DIXIE DEVELO                                                                                                                           
03/05  R-2814  8.1360701  FRANKLIN     112,144.00  CLV  STP           0.000   1    1   2  SLS U  C         2   5  36    25+72.000-L-                                                                                                                           
                   PROJECT TOTAL =   3,305,899.48   S. T. WOOTEN CORPORATI                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
04/01  I-2402  6.498004B  GUILFORD  23,349,764.81  RWY       4,344    5.375   4    0   0  SLS U   WB       2   7  49                                                                                                                                           
04/02  I-2402  6.498004B  GUILFORD     298,929.50  RWY                0.000   0    0   0  SLS U   WB       2   7  49    GREENSBORO                                                                                                                             
04/03  I-2402  6.498004B  GUILFORD   1,238,169.42  BRG             I  0.000   2  659  11  SLS U   WB       2   7  49    149+84.063-L                                                                                                                           
04/04  I-2402  6.498004B  GUILFORD   1,844,793.58  BRG             Q  0.134   6  336  16  SLS U   WB       2   7  49    161+59.425-L                                                                                                                           
04/05  I-2402  6.498004B  GUILFORD   1,292,369.67  BRG             Q  0.000   4  542  16  SLS U   WB       2   7  49    161+51.529-L                                                                                                                           
04/06  I-2402  6.498004B  GUILFORD   1,353,457.06  BRG             Q  0.099   4  854  11  SLS U   WB       2   7  49    177+09.373-L                                                                                                                           
04/07  I-2402  6.498004B  GUILFORD   1,274,891.37  BRG             Q  0.000   4  854  15  SLS U   WB       2   7  49    176+87.627-L                                                                                                                           
04/08  I-2402  6.498004B  GUILFORD     521,008.13  BRG             I  0.047   3  845  11  SLS U   WB       2   7  49    182+83.870-L                                                                                                                           
04/09  I-2402  6.498004B  GUILFORD     474,230.49  BRG             I  0.000   3  845  11  SLS U   WB       2   7  49    182+76.731-L                                                                                                                           
04/10  I-2402  6.498004B  GUILFORD     440,419.03  BRG             Q  0.000   3  721  15  SLS U   WB       2   7  49    12+88.000-Y1                                                                                                                           
04/11  I-2402  6.498004B  GUILFORD     729,796.90  BRG             Q  0.072   3  854  15  SLS U   WB       2   7  49    192+49.516-L                                                                                                                           
04/12  I-2402  6.498004B  GUILFORD     700,171.86  BRG             Q  0.000   3  854  15  SLS U   WB       2   7  49    192+58.431-L                                                                                                                           
                   PROJECT TOTAL =  33,518,001.82   THOMPSON-ARTHUR PAVING                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
05/01  U-2506  9.8100352  UNION      8,714,336.79  RWY       1,174    7.425   4    0   0    S    C B       2  10  69                                                                                                                                           
05/03  U-2506  9.8100352  MECKLENBG    553,972.50  CLV                0.000   0    0   0    S    C B       2  10  67    CMUD COST                                                                                                                              
05/04  U-2506  9.8100352  UNION         59,495.20  CLV                0.000   1    1   1    S    C B       2  10  69    34+02.50-L-R                                                                                                                           
05/05  U-2506  9.8100352  UNION        275,317.00  CLV                0.015   1    2   3    S    C B       2  10  69    47+98.50-L-R                                                                                                                           
05/06  U-2506  9.8100352  UNION        746,834.77  BRG             Q  0.093   5  745  15    S    C B       2  10  69    55+84.97-L-R                                                                                                                           
05/07  U-2506  9.8100352  UNION        747,406.57  BRG             Q  0.000   5  745  15    S    C B       2  10  69    55+84.97-L-R                                                                                                                           
                   PROJECT TOTAL =  11,097,362.83   BLYTHE DEVELOPMENT COM                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
06/01  R-2236  8.2741101  SURRY      1,570,948.57  RWY  STP  1,006    1.562   2    0   0                   2  11  74                                                                                                                                           
                   PROJECT TOTAL =   1,570,948.57   MUSTARD SEED CONST., I                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
                         *****  JUL 1999 TOTAL =$125,316,963.66                                                                                                                                                                                                
                                                                                                                                                                                                                                                               
*****  AUG 1999  *****                                                                                                                                                                                                                                         
                                                                                                                                                                                                                                                               
01/01  R-2551  6.059001B  DARE      10,352,604.04  RWY       3,185    3.250   4    0   0    S U    B       1   1   5                                                                                                                                           
01/02  R-2551  6.059001B  DARE          14,285.59  RWY                0.000   0    0   0    S U    B       1   1   5    COUNTY OF DA                                                                                                                           
01/03  R-2551  6.059001B  DARE           7,812.84  RWY                0.000   0    0   0    S U    B       1   1   5    TOWN OF MANT                                                                                                                           
01/04  R-2551  6.059001B  DARE         572,195.85  BRG             A  0.030   3  718  15    S U    B       1   1   5    25+18.500 LR                                                                                                                           
                   PROJECT TOTAL =  10,946,898.32   BARNHILL CONTRACTING C                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
02/01  B-2531  8.1170807  CRAVEN     1,491,550.00  RWY  BRS    791    1.886   4    0   0    S              1   2  17                                                                                                                                           
                   PROJECT TOTAL =   1,491,550.00   MCLEAN CONTRACTING COM                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
03/01  U-2720  9.8043045  HALIFAX    1,470,745.45  RWY         887    1.659   5  638   0  SLS      B       2   4  30                                                                                                                                           
03/02  U-2720  9.8043045  HALIFAX      254,392.37  RWY                0.000   0    0   0  SLS      B       2   4  30    ROANOKE RAPI                                                                                                                           
03/03  U-2720  9.8043045  HALIFAX      867,223.19  BRG             Q  0.067   3  799  15  SLS      B       2   4  30    18+28.000 -L                                                                                                                           
                   PROJECT TOTAL =   2,592,361.01   PLT CONSTRUCTION CO.,                                                                                                                                                                                      
                                                                                                                                                                                                                                                               
04/01  U-2218  8.2290402  EDGECOMBE  3,785,360.70  RWY  STP  1,169    3.237   2    0   0  S   U  C B       2   4  29                                                                                                                                           
04/02  U-2218  8.2290402  EDGECOMBE     51,182.00  CLV  STP           0.000   1  101   1  S   U  C B       2   4  29    14+71.500-Y7                                                                                                                           
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE  8                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
PROPOS T.I.P.   PROJECT   COUNTY         $ TOTAL   JOB  FUND  THOU$    PROJ  DESCRIPTION   WORK TYPES    AREA    CNTY   LOCATION                                                                                                                               
NO/BRK  NO.                                                   /MILE   MILES  NO. CD1 CD2  GDPFSLSLURACWB     DIVS                                                                                                                                              
04/03  U-2218  8.2290402  EDGECOMBE    429,156.16  BRG  STP        I  0.048   3  845  12  S   U  C B       2   4  29    21+40.375-L1                                                                                                                           
04/04  U-2218  8.2290402  EDGECOMBE    904,495.16  BRG  STP        I  0.131   7  845  11  S   U  C B       2   4  29    37+94.834-L1                                                                                                                           
                   PROJECT TOTAL =   5,170,194.02   GLOVER CONSTRUCTION CO                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
05/01  U-2920  9.8052034  WAKE       3,768,846.69  RWY       1,301    2.896   2    0   0    S U            2   5  40                                                                                                                                           
05/02  U-2920  9.8052034  WAKE          96,992.90  RWY                0.000   0    0   0    S U            2   5  40    RALEIGH                                                                                                                                
                   PROJECT TOTAL =   3,865,839.59   REA CONSTRUCTION COMPA                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
06/01  U-3421  8.1442401  CUMBERLAN  3,260,034.18  RWY  STP  2,919    1.117   5    0   0   LS U   W        1   6  44                                                                                                                                           
06/02  U-3421  8.1442401  CUMBERLAN  1,402,917.57  ICH  STP           0.000   0    0   0   LS U   W        1   6  44    PWC-FAYETVLE                                                                                                                           
                   PROJECT TOTAL =   4,662,951.75   BARNHILL CONTRACTING C                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
07/01  I-2402  8.U492304  GUILFORD  37,210,970.89  RWY  NHF  4,829    7.705   6  664   0  SLS U  CWB       2   7  49                                                                                                                                           
07/02  I-2402  8.U492304  GUILFORD     552,798.45  RWY  NHF           0.000   0    0   0  SLS U  CWB       2   7  49    GREENSBORO                                                                                                                             
07/03  I-2402  8.U492304  GUILFORD      69,337.50  CLV  NHF           0.000   1  201   3  SLS U  CWB       2   7  49    21+49.424 -L                                                                                                                           
07/04  I-2402  8.U492304  GUILFORD     443,724.50  CLV  NHF           0.000   1  201  14  SLS U  CWB       2   7  49    36+15.342 -Y                                                                                                                           
07/05  I-2402  8.U492304  GUILFORD     166,722.50  CLV  NHF           0.000   1    1   9  SLS U  CWB       2   7  49    24+73.000 -L                                                                                                                           
07/06  I-2402  8.U492304  GUILFORD      53,765.50  CLV  NHF           0.000   1    1   5  SLS U  CWB       2   7  49    13+24.500-SR                                                                                                                           
07/07  I-2402  8.U492304  GUILFORD     140,453.50  CLV  NHF           0.000   1    1   6  SLS U  CWB       2   7  49    31+72.000 -L                                                                                                                           
07/08  I-2402  8.U492304  GUILFORD      53,462.50  CLV  NHF           0.000   1    1   4  SLS U  CWB       2   7  49    11+36.500-12                                                                                                                           
07/09  I-2402  8.U492304  GUILFORD     289,753.50  CLV  NHF           0.000   1    1  11  SLS U  CWB       2   7  49    44+31.000 -L                                                                                                                           
07/10  I-2402  8.U492304  GUILFORD      53,934.00  CLV  NHF           0.000   1    1   2  SLS U  CWB       2   7  49    13+42.500-12                                                                                                                           
07/11  I-2402  8.U492304  GUILFORD     500,000.00  WAL  NHF           0.000   1    0   0  SLS U  CWB       2   7  49    20+92.796-L-                                                                                                                           
07/12  I-2402  8.U492304  GUILFORD     125,000.00  WAL  NHF           0.000   1    0   0  SLS U  CWB       2   7  49    20+92.796-L-                                                                                                                           
07/13  I-2402  8.U492304  GUILFORD     939,123.77  BRG  NHF           0.000   3  603  11  SLS U  CWB       2   7  49    44+42.698-Y1                                                                                                                           
07/14  I-2402  8.U492304  GUILFORD     811,171.86  BRG  NHF           0.000   2  655  11  SLS U  CWB       2   7  49    21+88.661-I1                                                                                                                           
07/15  I-2402  8.U492304  GUILFORD   2,342,668.49  BRG  NHF           0.000   2  603  11  SLS U  CWB       2   7  49    20+92.796 -L                                                                                                                           
07/16  I-2402  8.U492304  GUILFORD   1,048,199.04  BRG  NHF           0.000   4  666  11  SLS U  CWB       2   7  49    40+05.223 -L                                                                                                                           
07/17  I-2402  8.U492304  GUILFORD     936,853.10  BRG  NHF           0.000   3  660  11  SLS U  CWB       2   7  49    36+53.571-I1                                                                                                                           
07/18  I-2402  8.U492304  GUILFORD   1,672,413.47  BRG  NHF           0.097   3  660  11  SLS U  CWB       2   7  49    45+44.033-L-                                                                                                                           
07/19  I-2402  8.U492304  GUILFORD   1,831,524.10  BRG  NHF           0.000   3  660  11  SLS U  CWB       2   7  49    45+42.603-L-                                                                                                                           
07/20  I-2402  8.U492304  GUILFORD     689,574.84  BRG  NHF           0.000   3  660  11  SLS U  CWB       2   7  49    15+23.412-12                                                                                                                           
07/21  I-2402  8.U492304  GUILFORD     753,896.14  BRG  NHF           0.000   4  662  11  SLS U  CWB       2   7  49    52+31.028 -L                                                                                                                           
07/22  I-2402  8.U492304  GUILFORD     704,686.64  BRG  NHF           0.000   2  663  11  SLS U  CWB       2   7  49    65+34.064 -L                                                                                                                           
                   PROJECT TOTAL =  51,390,034.29   BLYTHE CONSTRUCTION, I                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
08/01  U-2009  8.2663001  CABARRUS   3,704,833.03  RWY  IMF  2,317    1.599   4    0   0   LSLU  C B       2  10  66                                                                                                                                           
08/02  U-2009  9.8103416  CABARRUS   4,703,770.20  RWY       1,778    2.645   4    0   0   LSLU  C B       2  10  66                                                                                                                                           
08/04  U-2009  9.8103416  CABARRUS     572,849.30  RWY                0.000   0    0   0   LSLU  C B       2  10  66    KANNAPOLIS                                                                                                                             
08/05  U-2009  8.2663001  CABARRUS     138,586.35  RWY  IMF           0.000   0    0   0   LSLU  C B       2  10  66    CONCORD                                                                                                                                
08/06  U-2009  9.8103416  CABARRUS     551,553.75  RWY                0.000   0    0   0   LSLU  C B       2  10  66    CONCORD                                                                                                                                
08/07  U-2009  8.2663001  CABARRUS     842,027.00  CLV  IMF           0.000   1  204  10   LSLU  C B       2  10  66    16+83.559 -L                                                                                                                           
08/08  U-2009  8.2663001  CABARRUS      68,978.00  CLV  IMF           0.000   1    1   8   LSLU  C B       2  10  66    4+93.8 RAMP                                                                                                                            
08/09  U-2009  8.2663001  CABARRUS     313,848.00  CLV  IMF           0.011   1  204   1   LSLU  C B       2  10  66    23+28.945 -Y                                                                                                                           
08/10  U-2009  8.2663001  CABARRUS   1,179,717.66  BRG  IMF        I  0.000   4  392  11   LSLU  C B       2  10  66    17+57.586 -L                                                                                                                           
                   PROJECT TOTAL =  12,076,163.29   BLYTHE CONSTRUCTION, I                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
09/01  U-2211  8.2731702  CALDWELL   4,278,611.83  RWY  STP  1,681    2.546   5    0   0       R           3  11  73                                                                                                                                           
09/02  U-2211  8.2731702  CALDWELL     307,506.00  RWY  STP           0.000   0    0   0       R           3  11  73    CITY OF LENO                                                                                                                           
                   PROJECT TOTAL =   4,586,117.83   H. B. ROWE & COMPANY,                                                                                                                                                                                      
                                                                                                                                                                                                                                                               
10/01  U-2712  8.2811601  GASTON     5,857,491.83  RWY  MA   1,721    3.403   5    0   0         C         2  12  81                                                                                                                                           
10/02  U-2712  8.2811601  GASTON       326,883.80  RWY  MA            0.000   0    0   0         C         2  12  81    GASTONIA COS                                                                                                                           
10/03  U-2712  8.2811601  GASTON       512,418.60  CLV  MA            0.014   1    4   7         C         2  12  81    14+20.000 -L                                                                                                                           
10/04  U-2712  8.2811601  GASTON        67,175.15  CLV  MA            0.000   1    1   4         C         2  12  81    35+43.000 -L                                                                                                                           
                   PROJECT TOTAL =   6,763,969.38   SEALAND CONTRACTORS CO                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE  9                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
PROPOS T.I.P.   PROJECT   COUNTY         $ TOTAL   JOB  FUND  THOU$    PROJ  DESCRIPTION   WORK TYPES    AREA    CNTY   LOCATION                                                                                                                               
NO/BRK  NO.                                                   /MILE   MILES  NO. CD1 CD2  GDPFSLSLURACWB     DIVS                                                                                                                                              
11/01  R-2213  8.1841902  HENDERSON  4,328,987.31  RWY  STP  1,986    2.180   5    0   0    S              4  14  95                                                                                                                                           
11/02  R-2213  8.1841902  HENDERSON    118,877.00  RWY  STP           0.000   0    0   0    S              4  14  95    HENDERSONVIL                                                                                                                           
11/03  R-2213  8.1841902  BUNCOMBE     213,814.00  RWY  STP           0.000   0    0   0    S              3  13  84    ASHEVILLE                                                                                                                              
                   PROJECT TOTAL =   4,661,678.31   TAYLOR & MURPHY CONSTR                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
                         *****  AUG 1999 TOTAL =$108,207,757.79                                                                                                                                                                                                
                                                                                                                                                                                                                                                               
*****  SEP 1999  *****                                                                                                                                                                                                                                         
                                                                                                                                                                                                                                                               
01/01  B-2225  8.2220602  PITT       3,497,519.07  RWY  STP  3,551    0.985   2    0   0    S      B       1   2  22                                                                                                                                           
01/02  B-2225  8.2220602  PITT         296,071.00  RWY  STP           0.000   0    0   0    S      B       1   2  22    GREENVILLE                                                                                                                             
01/03  B-2225  8.2220602  PITT       3,631,455.94  BRG  STP        Q  0.288  12  899  15    S      B       1   2  22    19+70.000-L-                                                                                                                           
01/04  B-2225  8.2220602  PITT       3,047,903.31  BRG  STP        Q  0.000  10  899  15    S      B       1   2  22    19+42.700-L1                                                                                                                           
01/05  B-2225  8.2220602  PITT          46,000.00  BRG  STP           0.000   0    0   0    S      B       1   2  22    GREENVILLE U                                                                                                                           
01/06  B-2225  8.2220602  PITT          14,000.00  BRG  STP           0.000   0    0   0    S      B       1   2  22    CAROLINA TEL                                                                                                                           
                   PROJECT TOTAL =  10,532,949.32   ARCHER WESTERN CONTRAC                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
02/01  U-2725  6.251026   NEW HANOV  1,944,442.78  RWY       2,125    0.915   5  642   0                   1   3  25                                                                                                                                           
                   PROJECT TOTAL =   1,944,442.78   WILMINGTON DIVISION, A                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
03/01  U-3118  9.8044596  WILSON     1,837,935.76  RWY       1,157    1.589   1  632   0   X               2   4  34    10+50 TO 25+                                                                                                                           
03/02  U-3118  9.8044596  WILSON       196,196.50  RWY                0.000   0    0   0   X               2   4  34    CITY OF WILS                                                                                                                           
                   PROJECT TOTAL =   2,034,132.26   PLT CONSTRUCTION CO.,                                                                                                                                                                                      
                                                                                                                                                                                                                                                               
04/01  R-2541  8.1402601  WAKE      13,925,412.24  RWY  STP  1,708    8.152   4    0   0         C B       2   5  40                                                                                                                                           
04/02  R-2541  8.1402601  WAKE         157,593.00  CLV  STP           0.000   1    1  13         C B       2   5  40    30+34.800 -L                                                                                                                           
04/03  R-2541  8.1402601  WAKE          76,276.00  CLV  STP           0.000   1    1   4         C B       2   5  40    31+60.000 -L                                                                                                                           
04/04  R-2541  8.1402601  WAKE          61,720.00  CLV  STP           0.000   1    1   4         C B       2   5  40    57+87.100LRE                                                                                                                           
04/05  R-2541  8.1402601  WAKE          70,000.00  WAL  STP           0.000   1    0   0         C B       2   5  40    14+26.076-Y9                                                                                                                           
04/06  R-2541  8.1402601  WAKE          70,000.00  WAL  STP           0.000   1    0   0         C B       2   5  40    14+25.193 -Y                                                                                                                           
04/07  R-2541  8.1402601  WAKE         187,890.75  BRG  STP        A  0.017   1  721  11         C B       2   5  40    60+27.735LRE                                                                                                                           
04/08  R-2541  8.1402601  WAKE         187,140.75  BRG  STP        A  0.000   1  721  11         C B       2   5  40    60+27.735LRE                                                                                                                           
                   PROJECT TOTAL =  14,736,032.74   SANTARO INDUSTRIES, IN                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
05/01  I-3826  8.1404201  WAKE       7,051,409.33  RWY  IMF    601   11.732   6    0   0    S      B       2   5  40                                                                                                                                           
05/02  I-3826  8.1404201  WAKE         335,926.35  BRG  IMF           0.072   3  598  11    S      B       2   5  40    147+86.800 -                                                                                                                           
                   PROJECT TOTAL =   7,387,335.68   REA CONSTRUCTION COMPA                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
06/01  U-3105  8.2352101  DURHAM     2,415,358.40  RWY  STP  2,597    0.930   4    0   0  SLS U            2   5  35                                                                                                                                           
06/02  U-3105  8.2352101  DURHAM       131,611.85  RWY  STP           0.000   0    0   0  SLS U            2   5  35    DURHAM COST                                                                                                                            
                   PROJECT TOTAL =   2,546,970.25   REA CONSTRUCTION COMPA                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
07/01  R-2000  6.408001B  WAKE      15,856,802.58  RWY       4,682    3.387   6  694   0   LS U  CWB       2   5  40                                                                                                                                           
07/02  R-2000  6.408001B  WAKE         298,067.00  ICH                0.000   0    0   0   LS U  CWB       2   5  40    RALEIGH COST                                                                                                                           
07/03  R-2000  6.408001B  WAKE          29,141.70  CLV                0.000   1    1   1   LS U  CWB       2   5  40    11+80.485-Y9                                                                                                                           
07/04  R-2000  6.408001B  WAKE         272,464.60  CLV                0.007   1    1  10   LS U  CWB       2   5  40    317+88.047-L                                                                                                                           
07/05  R-2000  6.408001B  WAKE         288,881.30  CLV                0.010   1    2   6   LS U  CWB       2   5  40    323+74.700-L                                                                                                                           
07/06  R-2000  6.408001B  WAKE       1,941,392.24  BRG             I  0.000   2  664  11   LS U  CWB       2   5  40    304+52.922-L                                                                                                                           
07/07  R-2000  6.408001B  WAKE         871,717.80  BRG             N  0.000   3  754  31   LS U  CWB       2   5  40    310+91.816-L                                                                                                                           
07/08  R-2000  6.408001B  WAKE         539,395.86  BRG             A  0.044   1  571  11   LS U  CWB       2   5  40    314+01.368-L                                                                                                                           
07/09  R-2000  6.408001B  WAKE         546,221.10  BRG             A  0.000   1  571  11   LS U  CWB       2   5  40    313+99.506-L                                                                                                                           
07/10  R-2000  6.408001B  WAKE       1,127,650.06  BRG             I  0.000   2  671  11   LS U  CWB       2   5  40    328+70.334-L                                                                                                                           
                   PROJECT TOTAL =  21,771,734.24   C. C. MANGUM CONTRACTO                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
10/01  R-2238  6.449009T  CUMBERLAN  7,905,975.01  RWY         852    9.277   4    0   0   LS U  C B       1   6  44                                                                                                                                           
10/02  R-2238  6.459001T  HARNETT    5,968,059.95  RWY       1,101    5.420   4    0   0   LS U  C B       2   6  45                                                                                                                                           
10/03  R-2238  6.449009T  HARNETT      189,522.64  CLV                0.000   1    1   2   LS U  C B       2   6  45    139+60.000-L                                                                                                                           
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 10                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
PROPOS T.I.P.   PROJECT   COUNTY         $ TOTAL   JOB  FUND  THOU$    PROJ  DESCRIPTION   WORK TYPES    AREA    CNTY   LOCATION                                                                                                                               
NO/BRK  NO.                                                   /MILE   MILES  NO. CD1 CD2  GDPFSLSLURACWB     DIVS                                                                                                                                              
10/04  R-2238  6.459001T  HARNETT       44,985.20  CLV                0.000   1    1   1   LS U  C B       2   6  45    239+24.924LM                                                                                                                           
10/05  R-2238  6.449009T  CUMBERLAN  1,191,813.09  BRG             Q  0.071   3  854  15   LS U  C B       1   6  44    103+26.500-L                                                                                                                           
10/06  R-2238  6.459001T  HARNETT      790,680.77  BRG             I  0.000   4  845  11   LS U  C B       2   6  45    12+72.183-Y1                                                                                                                           
                   PROJECT TOTAL =  16,091,036.66   BARNHILL CONTRACTING C                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
11/01  B-2852  8.2500801  ORANGE       468,895.91  RWY  BRS  1,669    0.281   2    0   0           B       2   7  50                                                                                                                                           
11/02  B-2852  8.2500801  ORANGE       457,718.10  BRG  BRS           0.039   3  721  15           B       2   7  50    12+50.500-L-                                                                                                                           
                   PROJECT TOTAL =     926,614.01   C. C. MANGUM CONTRACTO                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
12/01  U-3829  8.1623301  FORSYTH    4,747,764.23  RWY  NHS  3,543    1.340   4  658   0  S S U  CWB       2   9  62                                                                                                                                           
                   PROJECT TOTAL =   4,747,764.23   SANTARO INDUSTRIES, IN                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
13/01  B-2540  8.2602401  DAVIDSON     954,052.01  RWY  BRZ  1,291    0.739   2    0   0           B       2   9  60                                                                                                                                           
13/02  B-2540  8.2602401  DAVIDSON     542,764.68  BRG  BRZ        Q  0.061   3  845  15           B       2   9  60    12+97.500-LR                                                                                                                           
                   PROJECT TOTAL =   1,496,816.69   SMITH-ROWE, INC.                                                                                                                                                                                           
                                                                                                                                                                                                                                                               
14/01  B-2621  8.2632801  ROWAN        386,057.99  RWY  BRZ  1,159    0.333   2    0   0      U    B       2   9  63                                                                                                                                           
14/02  B-2621  8.2632801  ROWAN        435,386.82  BRG  BRZ        I  0.049   3  845  12      U    B       2   9  63    11+15.832-LR                                                                                                                           
                   PROJECT TOTAL =     821,444.81   SMITH-ROWE, INC.                                                                                                                                                                                           
                                                                                                                                                                                                                                                               
15/01  R-2123  8.U671619  MECKLENBG  2,975,353.24  RWY  NHF  1,683    1.768   3  130   0   LS U  C B       2  10  67                                                                                                                                           
15/02  R-2123  6.679002B  MECKLENBG 11,436,931.40  RWY       2,157    5.302   4  220   0   LS U  C B       2  10  67                                                                                                                                           
15/03  R-2123  8.U671619  MECKLENBG    248,302.60  RWY  NHF           0.000   0    0   0   LS U  C B       2  10  67    MECKLENBURG                                                                                                                            
15/04  R-2123  6.679002B  MECKLENBG    372,941.40  RWY                0.000   0    0   0   LS U  C B       2  10  67    MECKLENBURG                                                                                                                            
15/05  R-2123  6.679002B  MECKLENBG    233,283.00  CLV                0.000   1    2   9   LS U  C B       2  10  67    398+91.000 -                                                                                                                           
15/06  R-2123  6.679002B  MECKLENBG  1,282,631.20  CLV                0.018   1    3   7   LS U  C B       2  10  67    408+90.563 -                                                                                                                           
15/07  R-2123  6.679002B  MECKLENBG    161,290.20  CLV                0.000   1    3   4   LS U  C B       2  10  67    15+55.000-SV                                                                                                                           
15/08  R-2123  8.U671619  MECKLENBG  1,518,598.11  BRG  NHF        I  0.083   2  667  11   LS U  C B       2  10  67    380+15.087 -                                                                                                                           
15/09  R-2123  8.U671619  MECKLENBG    744,928.69  BRG  NHF        I  0.000   2  678  11   LS U  C B       2  10  67    384+38.735 -                                                                                                                           
15/10  R-2123  6.679002B  MECKLENBG  1,866,231.12  BRG             I  0.000   2  603  11   LS U  C B       2  10  67    406+99.570 -                                                                                                                           
                   PROJECT TOTAL =  20,840,490.96   REA CONSTRUCTION COMPA                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
16/01  B-3087  8.2770701  YADKIN       248,097.87  RWY  BRZ    922    0.269   2  614   0           B       2  11  77                                                                                                                                           
16/02  B-3087  8.2770701  YADKIN       488,275.04  BRG  BRZ        Q  0.071   3  854  15           B       2  11  77    12+80.000-L-                                                                                                                           
                   PROJECT TOTAL =     736,372.91   SMITH-ROWE, INC.                                                                                                                                                                                           
                                                                                                                                                                                                                                                               
17/01  B-2945  8.2801001  CLEVELAND    338,187.06  BRG  MA         Q  0.045   3  836  15           B       3  12  80    12+88.000 -L                                                                                                                           
                   PROJECT TOTAL =     338,187.06   CROWDER CONSTRUCTION C                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
18/01  R-2214  8.1951103  HENDERSON  8,528,270.03  RWY  STP  2,130    4.003   5  634   0    S    C B       4  14  95                                                                                                                                           
18/02  R-2214  8.1951103  HENDERSON    416,528.09  RWY  STP           0.000   0    0   0    S    C B       4  14  95    HENDERSONVIL                                                                                                                           
18/03  R-2214  8.1951103  HENDERSON    212,659.64  CLV  STP           0.009   1    3   2    S    C B       4  14  95    128+03.000-L                                                                                                                           
18/04  R-2214  8.1951103  HENDERSON    256,171.56  CLV  STP           0.011   1    3   2    S    C B       4  14  95    131+36.500-L                                                                                                                           
18/05  R-2214  8.1951103  HENDERSON  1,252,960.44  BRG  STP        Q  0.051   1  854  15    S    C B       4  14  95    130+68.500-L                                                                                                                           
                   PROJECT TOTAL =  10,666,589.76   TENNOCA CONSTRUCTION C                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
                         *****  SEP 1999 TOTAL =$117,618,914.36                                                                                                                                                                                                
                                                                                                                                                                                                                                                               
*****  OCT 1999  *****                                                                                                                                                                                                                                         
                                                                                                                                                                                                                                                               
01/01  I-2812  8.1311801  JOHNSTON   4,961,662.28  RWY  STP  2,255    2.200   1    0   0   LSLU    B       2   4  31                                                                                                                                           
01/02  I-2812  8.1311801  JOHNSTON   1,493,547.74  BRG  STP        I  0.000   2  673  51   LSLU    B       2   4  31    18+91.701 -L                                                                                                                           
                   PROJECT TOTAL =   6,455,210.02   BARNHILL CONTRACTING C                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
02/01  U-2561  9.8043143  NASH       1,586,766.25  RWY         925    1.715   5  632   0  S S              2   4  32                                                                                                                                           
                   PROJECT TOTAL =   1,586,766.25   BARNHILL CONTRACTING C                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 11                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
PROPOS T.I.P.   PROJECT   COUNTY         $ TOTAL   JOB  FUND  THOU$    PROJ  DESCRIPTION   WORK TYPES    AREA    CNTY   LOCATION                                                                                                                               
NO/BRK  NO.                                                   /MILE   MILES  NO. CD1 CD2  GDPFSLSLURACWB     DIVS                                                                                                                                              
03/01  U-2102  8.1351302  DURHAM    11,237,866.22  RWY  STP  1,967    5.713   5  634   0  SLS U  CWB       2   5  35                                                                                                                                           
03/02  U-2102  8.1351302  DURHAM     1,188,269.39  RWY  STP           0.000   0    0   0  SLS U  CWB       2   5  35    DURHAM COST                                                                                                                            
03/03  U-2102  8.1351302  DURHAM       144,030.90  CLV  STP           0.000   1  202   3  SLS U  CWB       2   5  35    22+04.900 -L                                                                                                                           
03/04  U-2102  8.1351302  DURHAM       235,499.20  CLV  STP           0.007   1    2   1  SLS U  CWB       2   5  35    31+05.000 -L                                                                                                                           
03/05  U-2102  8.1351302  DURHAM     2,487,998.54  BRG  STP           0.073   1  590  15  SLS U  CWB       2   5  35    45+25.900LRE                                                                                                                           
03/06  U-2102  8.1351302  DURHAM         2,000.00  BRG  STP           0.000   0    0   0  SLS U  CWB       2   5  35    PUBLIC SERVI                                                                                                                           
03/07  U-2102  8.1351302  DURHAM        30,000.00  BRG  STP           0.000   0    0   0  SLS U  CWB       2   5  35    CITY OF DURH                                                                                                                           
                   PROJECT TOTAL =  15,325,664.25   REA CONSTRUCTION COMPA                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
04/01  R-2560  8.1511401  ROCKINGHA  2,023,467.93  RWY  STP  1,176    1.720   5  634   0   LS U            2   7  51                                                                                                                                           
04/02  R-2560  8.1511401  ROCKINGHA     21,980.00  RWY  STP           0.000   0    0   0   LS U            2   7  51    SPL COST                                                                                                                               
                   PROJECT TOTAL =   2,045,447.93   THOMPSON-ARTHUR PAVING                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
05/01  B-3038  8.2510501  ROCKINGHA    875,485.20  RWY  BRZ  1,185    0.739   2    0   0           B       2   7  51                                                                                                                                           
05/02  B-3038  8.2510501  ROCKINGHA  1,449,053.34  BRG  BRZ        Q  0.136   3  678  15           B       2   7  51    15+52.286-L-                                                                                                                           
                   PROJECT TOTAL =   2,324,538.54   SMITH-ROWE, INC.                                                                                                                                                                                           
                                                                                                                                                                                                                                                               
06/01  R-2217  6.529001B  RANDOLPH   9,671,416.92  RWY       1,090    8.872   4    0   0   LS U  CW        2   8  57                                                                                                                                           
06/02  R-2217  6.529001B  RANDOLPH     503,021.08  CLV                0.017   1  204   4   LS U  CW        2   8  57    115+77.600-L                                                                                                                           
06/03  R-2217  6.529001B  CHATHAM       89,355.34  CLV                0.007   1  202   1   LS U  CW        2   8  52    130+03.600-L                                                                                                                           
06/04  R-2217  6.529001B  CHATHAM       29,121.58  CLV                0.000   1  201   3   LS U  CW        2   8  52    168+13.000-L                                                                                                                           
06/05  R-2217  6.529001B  CHATHAM       48,323.38  CLV                0.000   1  202   2   LS U  CW        2   8  52    170+73.000-L                                                                                                                           
06/06  R-2217  6.529001B  CHATHAM      144,820.27  WAL                0.000   1    0   0   LS U  CW        2   8  52    128+20.0 RT                                                                                                                            
                   PROJECT TOTAL =  10,486,058.57   MAPCO, INC.                                                                                                                                                                                                
                                                                                                                                                                                                                                                               
07/01  B-2971  8.2623301  FORSYTH      775,647.25  RWY  BRS  2,235    0.347   2    0   0   L  U   WB       2   9  62                                                                                                                                           
07/02  B-2971  8.2623301  FORSYTH       35,557.00  ICH  BRS           0.000   0    0   0   L  U   WB       2   9  62    WINSTON-SALE                                                                                                                           
07/03  B-2971  8.2623301  FORSYTH       22,581.00  WAL  BRS           0.000   1    0   0   L  U   WB       2   9  62    12+51.321 -L                                                                                                                           
07/04  B-2971  8.2623301  FORSYTH       15,249.50  WAL  BRS           0.000   1    0   0   L  U   WB       2   9  62    12+51.321 -L                                                                                                                           
07/05  B-2971  8.2623301  FORSYTH       13,290.00  WAL  BRS           0.000   1    0   0   L  U   WB       2   9  62    12+51.321 -L                                                                                                                           
07/06  B-2971  8.2623301  FORSYTH        6,029.00  WAL  BRS           0.000   1    0   0   L  U   WB       2   9  62    12+51.321 -L                                                                                                                           
07/07  B-2971  8.2623301  FORSYTH    1,738,420.09  BRG  BRS        A  0.030   1  538  12   L  U   WB       2   9  62    12+51.321 -L                                                                                                                           
07/08  B-2971  8.2623301  FORSYTH        5,000.00  BRG  BRS           0.000   0    0   0   L  U   WB       2   9  62    BELL SOUTH                                                                                                                             
07/09  B-2971  8.2623301  FORSYTH       14,000.00  BRG  BRS           0.000   0    0   0   L  U   WB       2   9  62    CITY WINS-SA                                                                                                                           
                   PROJECT TOTAL =   2,625,773.84   REA CONSTRUCTION COMPA                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
08/01  B-2521  8.2662601  CABARRUS     201,223.25  RWY  BRZ    821    0.245   2   10   0      U    B       2  10  66                                                                                                                                           
08/02  B-2521  8.2662601  CABARRUS     391,715.95  BRG  BRZ        Q  0.035   3  120  15      U    B       2  10  66    13+87.000-L-                                                                                                                           
                   PROJECT TOTAL =     592,939.20   R. E. BURNS & SONS CO.                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
09/01  R-2123  8.U671615  MECKLENBG 12,136,471.68  RWY  NHF  2,704    4.489   6    0   0  S S U    B       2  10  67                                                                                                                                           
09/02  R-2123  8.U671615  MECKLENBG     67,092.00  RWY  NHF           0.000   0    0   0  S S U    B       2  10  67    CAROLINA COS                                                                                                                           
09/03  R-2123  8.U671615  MECKLENBG    218,613.00  RWY  NHF           0.000   0    0   0  S S U    B       2  10  67    CMUD COST                                                                                                                              
09/04  R-2123  8.U671615  MECKLENBG    575,076.09  BRG  NHF        I  0.000   3  854  11  S S U    B       2  10  67    455+66.030SB                                                                                                                           
09/05  R-2123  8.U671615  MECKLENBG    630,939.36  BRG  NHF        I  0.057   3  854  11  S S U    B       2  10  67    455+66.030NB                                                                                                                           
09/06  R-2123  8.U671615  MECKLENBG  1,786,374.65  BRG  NHF        I  0.000   2  603  11  S S U    B       2  10  67    471+86.356-L                                                                                                                           
09/07  R-2123  8.U671615  MECKLENBG    621,502.20  BRG  NHF        Q  0.000   3  845  15  S S U    B       2  10  67    481+90.283LT                                                                                                                           
09/08  R-2123  8.U671615  MECKLENBG    611,733.73  BRG  NHF        Q  0.058   3  845  15  S S U    B       2  10  67    481+87.705RT                                                                                                                           
09/09  R-2123  8.U671615  MECKLENBG    677,320.29  BRG  NHF        I  0.000   2  659  11  S S U    B       2  10  67    488+94.547-L                                                                                                                           
                   PROJECT TOTAL =  17,325,123.00   MCWHIRTER GRADING COMP                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
10/01  R-2248  8.U672209  MECKLENBG 23,418,579.81  RWY  STP 15,187    1.542   1    0   0   LS U  C B       2  10  67                                                                                                                                           
10/02  R-2248  8.U672209  MECKLENBG    330,480.30  RWY  STP           0.000   0    0   0   LS U  C B       2  10  67    CMUD COST                                                                                                                              
10/03  R-2248  8.U672209  MECKLENBG    323,666.71  CLV  STP           0.000   1    4   5   LS U  C B       2  10  67    18+00.000RP                                                                                                                            
10/04  R-2248  8.U672209  MECKLENBG  1,241,920.11  CLV  STP           0.018   1    4   4   LS U  C B       2  10  67    176+83.100-L                                                                                                                           
10/05  R-2248  8.U672209  MECKLENBG    523,876.66  CLV  STP           0.000   1  204   9   LS U  C B       2  10  67    22+00.397-Y-                                                                                                                           
10/06  R-2248  8.U672209  MECKLENBG    612,055.36  CLV  STP           0.000   1    4  10   LS U  C B       2  10  67    8+05.250RP B                                                                                                                           
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 12                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
PROPOS T.I.P.   PROJECT   COUNTY         $ TOTAL   JOB  FUND  THOU$    PROJ  DESCRIPTION   WORK TYPES    AREA    CNTY   LOCATION                                                                                                                               
NO/BRK  NO.                                                   /MILE   MILES  NO. CD1 CD2  GDPFSLSLURACWB     DIVS                                                                                                                                              
10/07  R-2248  8.U672209  MECKLENBG    279,884.17  CLV  STP           0.000   1    1  13   LS U  C B       2  10  67    5+03.000RP A                                                                                                                           
10/08  R-2248  8.U672209  MECKLENBG  3,227,636.71  BRG  STP        Q  0.000   3  652  11   LS U  C B       2  10  67    173+99.691-L                                                                                                                           
10/09  R-2248  8.U672209  MECKLENBG  1,215,265.61  BRG  STP        A  0.000   1  560  11   LS U  C B       2  10  67    24+93.227-Y-                                                                                                                           
10/10  R-2248  8.U672209  MECKLENBG  3,389,786.60  BRG  STP        N  0.000   8  603  11   LS U  C B       2  10  67    172+11.896-L                                                                                                                           
10/11  R-2248  8.U672209  MECKLENBG  1,100,925.79  BRG  STP        N  0.000   3  603  11   LS U  C B       2  10  67    176+64.882-L                                                                                                                           
10/12  R-2248  8.U672209  MECKLENBG    698,402.72  BRG  STP        I  0.000   3  603  11   LS U  C B       2  10  67    3+41.041 RP                                                                                                                            
10/13  R-2248  8.U672209  MECKLENBG    688,832.09  BRG  STP        I  0.000   3  603  11   LS U  C B       2  10  67    83+81.963RP                                                                                                                            
                   PROJECT TOTAL =  37,051,312.64   REA CONSTRUCTION COMPA                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
                         *****  OCT 1999 TOTAL = $95,818,834.24                                                                                                                                                                                                
                                                                                                                                                                                                                                                               
*****  NOV 1999  *****                                                                                                                                                                                                                                         
                                                                                                                                                                                                                                                               
01/01  R-2248  6.678005B  MECKLENBG 46,820,348.24  RWY       4,614   10.147   4    0   0   L L   CW        2  10  67                                                                                                                                           
01/02  R-2248  6.678005B  MECKLENBG  1,496,441.00  RWY                0.000   0    0   0   L L   CW        2  10  67    CMUD                                                                                                                                   
01/03  R-2248  6.678005B  MECKLENBG    184,478.55  CLV                0.000   1    1  15   L L   CW        2  10  67    9+795.500 -L                                                                                                                           
01/04  R-2248  6.678005B  MECKLENBG    184,691.25  CLV                0.000   1    1  13   L L   CW        2  10  67    9+963.300 -L                                                                                                                           
01/05  R-2248  6.678005B  MECKLENBG     57,903.60  CLV                0.000   1    1   7   L L   CW        2  10  67    13+517.000-L                                                                                                                           
01/06  R-2248  6.678005B  MECKLENBG    559,546.85  CLV                0.000   1    1  20   L L   CW        2  10  67    15+735.490-L                                                                                                                           
01/07  R-2248  6.678005B  MECKLENBG  1,083,816.10  CLV                0.010   1    2  20   L L   CW        2  10  67    15+821.030-L                                                                                                                           
01/08  R-2248  6.678005B  MECKLENBG    174,354.90  CLV                0.000   1    2   8   L L   CW        2  10  67    0+616.760                                                                                                                              
01/09  R-2248  6.678005B  MECKLENBG     86,878.90  CLV                0.000   1    1   7   L L   CW        2  10  67    0+653.000                                                                                                                              
01/10  R-2248  6.678005B  MECKLENBG    887,446.07  BRG             I  0.000   4  655  11   L L   CW        2  10  67    6+853.227-L-                                                                                                                           
01/11  R-2248  6.678005B  MECKLENBG  1,310,188.67  BRG             I  0.000   2  656  11   L L   CW        2  10  67    8+147.321-L-                                                                                                                           
01/12  R-2248  6.678005B  MECKLENBG    504,750.48  BRG             I  0.000   2  653  11   L L   CW        2  10  67    8+815.160-L-                                                                                                                           
01/13  R-2248  6.678005B  MECKLENBG    710,715.06  BRG             I  0.000   2  654  11   L L   CW        2  10  67    10+920.000-L                                                                                                                           
01/14  R-2248  6.678005B  MECKLENBG    452,193.83  BRG             I  0.000   2  663  11   L L   CW        2  10  67    12+305.249-L                                                                                                                           
01/15  R-2248  6.678005B  MECKLENBG    508,831.98  BRG             Q  0.000   2  663  11   L L   CW        2  10  67    14+100.130-L                                                                                                                           
01/16  R-2248  6.678005B  MECKLENBG    700,903.67  BRG             A  0.040   1  566  11   L L   CW        2  10  67    14+951.621LT                                                                                                                           
01/17  R-2248  6.678005B  MECKLENBG    446,757.89  BRG             A  0.000   1  557  11   L L   CW        2  10  67    14+951.621RT                                                                                                                           
01/18  R-2248  6.678005B  MECKLENBG  1,958,982.65  BRG             I  0.118   4  667  12   L L   CW        2  10  67    15+251.850LL                                                                                                                           
01/19  R-2248  6.678005B  MECKLENBG  1,987,166.18  BRG             I  0.000   4  667  12   L L   CW        2  10  67    15+251.850RL                                                                                                                           
01/20  R-2248  6.678005B  MECKLENBG    811,324.14  BRG             I  0.000   3  560  11   L L   CW        2  10  67    0+946.998RPB                                                                                                                           
01/21  R-2248  6.678005B  MECKLENBG    848,090.18  BRG             I  0.061   3  560  11   L L   CW        2  10  67    16+333.610-L                                                                                                                           
01/22  R-2248  6.678005B  MECKLENBG    801,192.94  BRG             I  0.000   3  560  11   L L   CW        2  10  67    16+332.188-L                                                                                                                           
01/23  R-2248  6.678005B  MECKLENBG    671,653.60  BRG             I  0.000   3  560  11   L L   CW        2  10  67    0+394.836RPC                                                                                                                           
                   PROJECT TOTAL =  63,248,656.73   BLYTHE CONSTRUCTION, I                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
02/01  U-2583  8.1580601  RICHMOND   2,262,658.81  RWY  STP  1,616    1.400   4    0   0                   2   8  58                                                                                                                                           
                   PROJECT TOTAL =   2,262,658.81   APAC-CAROLINA, INC., H                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
03/01  B-3027  8.2580601  RICHMOND     273,784.10  RWY  BRZ    700    0.391   1    0   0   L  U    B       2   8  58                                                                                                                                           
03/02  B-3027  8.2580601  RICHMOND     138,244.71  BRG  BRZ        A  0.017   1  721  15   L  U    B       2   8  58    11+82.500-L-                                                                                                                           
                   PROJECT TOTAL =     412,028.81   APAC-CAROLINA, INC., H                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
05/01  B-2554  8.1622304  FORSYTH    2,752,726.36  RWY  BRN  1,578    1.744   4    0   0  S SLU    B       2   9  62                                                                                                                                           
05/02  B-2554  8.1622304  FORSYTH      522,721.72  BRG  BRN           0.033   3  392  11  S SLU    B       2   9  62    1+361.040 -L                                                                                                                           
05/03  B-2554  8.1622304  FORSYTH      713,635.06  BRG  BRN           0.053   3  392  11  S SLU    B       2   9  62    1+571.000 -L                                                                                                                           
05/04  B-2554  8.1622304  FORSYTH      644,667.35  BRG  BRN           0.049   3  392  11  S SLU    B       2   9  62    2+780.400 -L                                                                                                                           
                   PROJECT TOTAL =   4,633,750.49   CURTIN BROTHERS CONTRA                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
                         *****  NOV 1999 TOTAL = $70,557,094.84                                                                                                                                                                                                
                                                                                                                                                                                                                                                               
*****  DEC 1999  *****                                                                                                                                                                                                                                         
                                                                                                                                                                                                                                                               
01/01  R-2719  8.2200102  LENOIR     6,393,593.37  RWY  STP  1,790    3.572   1    0   0   LS    C         1   2  20                                                                                                                                           
01/02  R-2719  8.2200102  LENOIR        47,723.80  RWY  STP           0.000   0    0   0   LS    C         1   2  20    KINSTON COST                                                                                                                           
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 13                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
PROPOS T.I.P.   PROJECT   COUNTY         $ TOTAL   JOB  FUND  THOU$    PROJ  DESCRIPTION   WORK TYPES    AREA    CNTY   LOCATION                                                                                                                               
NO/BRK  NO.                                                   /MILE   MILES  NO. CD1 CD2  GDPFSLSLURACWB     DIVS                                                                                                                                              
01/03  R-2719  8.2200102  LENOIR       124,338.70  CLV  STP           0.040   1    1   1   LS    C         1   2  20    159+00.000 -                                                                                                                           
                   PROJECT TOTAL =   6,565,655.87   PLT CONSTRUCTION CO.,                                                                                                                                                                                      
                                                                                                                                                                                                                                                               
02/01  U-3635  8.2442701  CUMBERLAN  7,946,519.84  MSC    S           0.000   1    0   0                   1   6  44                                                                                                                                           
                   PROJECT TOTAL =   7,946,519.84   M. E. HUNTER & ASSOCIA                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
03/01  B-3109  8.2710701  ASHE         306,275.90  RWY  MA   3,646    0.084   2    0   0          WB       4  11  71                                                                                                                                           
03/02  B-3109  8.2710701  ASHE         449,495.25  BRG  MA         Q  0.055   4  721  15          WB       4  11  71    10+63.750-L1                                                                                                                           
                   PROJECT TOTAL =     755,771.15   JAMES R. VANNOY & SONS                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
04/01  B-2995  8.2831401  LINCOLN      288,357.59  RWY  BRZ    981    0.294   2  614   0           B       2  12  83                                                                                                                                           
04/02  B-2995  8.2831401  LINCOLN      382,565.00  BRG  BRZ        Q  0.035   3  781  15           B       2  12  83    11+80.750 -L                                                                                                                           
                   PROJECT TOTAL =     670,922.59   DANE CONSTRUCTION, INC                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
05/01  B-2640  8.2990301  SWAIN      1,183,928.26  RWY  BRZ 45,536    0.026   2    0   0           B       4  14  99                                                                                                                                           
05/02  B-2640  8.2990301  SWAIN      1,013,976.13  BRG  BRZ        Q  0.050   2  552  15           B       4  14  99    10+33.000 Y4                                                                                                                           
                   PROJECT TOTAL =   2,197,904.39   TAYLOR & MURPHY CONSTR                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
           *****  DEC 1999 TOTAL = $18,136,773.84                                                                                                                                                                                                              
                                                                                                                                                                                                                                                               
                   GRAND TOTAL   =$923,627,807.92                                                                                                                                                                                                              
                                                                                                                                                                                                                                                               
COST/PROJECT MILE =  $3,355,510.69  TOTAL PROJECT MILES =  275.257                                                                                                                                                                                             
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 14                                                                                                                                                                                       
                          AVERAGE UNIT BIDS                                                                                                                                                                                                                    
                                                                                                                                                                                                                                                               
DATE     9901-9912                                                                                                                                                                                                                                             
COMPLETE FILE FOR THIS PERIOD                                                                                                                                                                                                                                  
                                                                                                                                                                                                                                                               
 ITEM   DESCRIPTION              UNIT     QUANTITY      UNIT BID      $ AMOUNT                                                                                                                                                                                 
                                                                                                                                                                                                                                                               
    1  MOBILIZATION               LS           89     453,856.62  40,393,238.92                                                                                                                                                                                
    2  CONSTRUCTION SURVEYING     LS           37     254,189.76   9,405,021.00                                                                                                                                                                                
    3  FIELD OFFICE               LS            2      31,500.00      63,000.00                                                                                                                                                                                
    7  CLEARING & GRUBBING        LS          887.70   33,645.36  29,867,293.53                                                                                                                                                                                
    8  SUPP CLEARING & GRUBBING   HA           63       6,966.22     438,871.85                                                                                                                                                                                
   12  SEALING ABANDONED WELLS    EA          166         644.26     106,946.78                                                                                                                                                                                
   15  UNCLASSIFIED EXCAVATION    M3   21,693,218           2.61  56,669,955.75                                                                                                                                                                                
   18  REINF BRG APPR **********  LS          110      16,259.31   1,788,524.44                                                                                                                                                                                
   19  UNDERCUT EXCAVATION        M3      758,819           4.64   3,520,029.60                                                                                                                                                                                
   21  GRADING                    LS           20      89,433.25   1,788,665.00                                                                                                                                                                                
   22  SUPP CLEARING & GRUBBING   HA            8.40    2,343.48      19,685.20                                                                                                                                                                                
   23  UNDERCUT EXCAVATION        M3       13,705           7.71     105,645.00                                                                                                                                                                                
   29  SELECT GRANULAR MATERIAL   M3      312,185           9.87   3,081,472.75                                                                                                                                                                                
   31  SOIL STABILIZATION FABRIC  M2    1,082,350           0.81     878,965.00                                                                                                                                                                                
   32  WICK DRAINS                M2      169,800           1.00     170,495.00                                                                                                                                                                                
   37  BORROW EXCAVATION          M3   16,588,470           3.26  54,108,022.35                                                                                                                                                                                
   41  EMB SETTLEMENT GAUGES      EA           41         784.39      32,160.00                                                                                                                                                                                
   45  DRAINAGE DITCH EXCAVATION  M3      493,616           4.29   2,119,167.99                                                                                                                                                                                
   48  PIPE CLEANOUT              M         2,001          34.34      68,714.00                                                                                                                                                                                
   50  BERM DITCH CONSTRUCTION    M        17,957           5.82     104,438.05                                                                                                                                                                                
   60  REMOVAL OF ASPH PAVEM'T    M2      767,767           2.14   1,642,010.20                                                                                                                                                                                
   61  REMOVAL OF CONC PAVEM'T    M2       78,849           5.50     433,768.10                                                                                                                                                                                
   62  REMOVAL OF CONC SLABS      M2          550          45.00      24,750.00                                                                                                                                                                                
   63  PROOF ROLLING              HR        1,233         168.16     207,341.97                                                                                                                                                                                
   64  TEMPORARY SHORING          M2        4,751         177.36     842,658.00                                                                                                                                                                                
   69  ROCK EMBANKMENT            MTN      12,850          20.00     257,000.00                                                                                                                                                                                
   77  SELECT MATERIAL II         MTN      53,295          13.85     738,316.60                                                                                                                                                                                
   78  SELECT MATERAIL III        MTN      51,350          12.79     656,625.00                                                                                                                                                                                
   79  SELECT MATERIAL IV         MTN      34,110          12.11     413,245.20                                                                                                                                                                                
   74  FND CONDIT MAT'L MIN STR   MTN      77,251.80       17.80   1,374,953.73                                                                                                                                                                                
   88  300MM PLN CONC PIPE CULV   M            18          64.15       1,154.76                                                                                                                                                                                
   89  375MM PLN CONC PIPE CULV   M         1,178.64       66.97      78,932.24                                                                                                                                                                                
   90  450MM PLN CONC PIPE CULV   M           241.20       98.30      23,709.02                                                                                                                                                                                
   91  600MM PLN CONC PIPE CULV   M            22.80      152.11       3,468.11                                                                                                                                                                                
  117  400MM PARLL P PF END SECT  EA           30         323.25       9,697.50                                                                                                                                                                                
  100  300MM RCP CULV CLASS III   M         6,303.40       68.30     430,536.84                                                                                                                                                                                
  101  375MM RCP CULV CLASS III   M        86,038.88       69.59   5,987,795.65                                                                                                                                                                                
  102  450MM RCP CULV CLASS III   M        36,398.48       75.35   2,742,701.80                                                                                                                                                                                
  103  600MM RCP CULV CLASS III   M        36,336.78       91.40   3,321,073.64                                                                                                                                                                                
  104  750MM RCP CULV CLASS III   M        16,952.58      117.61   1,993,850.40                                                                                                                                                                                
  105  900MM RCP CULV CLASS III   M         8,220.77      146.80   1,206,796.63                                                                                                                                                                                
  106  1050MM RCP CULV CLASS III  M         4,571.48      183.93     840,814.75                                                                                                                                                                                
  107  1200MM RCP CULV CLASS III  M         3,919         227.09     889,956.35                                                                                                                                                                                
  108  1350MM RCP CULV CLASS III  M           807.42      276.58     223,316.81                                                                                                                                                                                
  109  1500MM RCP CULV CLASS III  M         1,105.66      340.96     376,991.24                                                                                                                                                                                
  110  1650MM RCP CULV CLASS III  M         1,067.70      396.87     423,736.88                                                                                                                                                                                
  111  1800MM RCP CULV CLASS III  M           414.44      428.59     177,627.20                                                                                                                                                                                
   97  ***MM RCP CULV CLASS ***   M           146.40       73.22      10,719.06                                                                                                                                                                                
   98  ***0MM RCP CULV CLASS ***  M           214.52      520.21     111,596.00                                                                                                                                                                                
  119  450MM RCP CULV CLASS IV    M           398.40       76.48      30,468.60                                                                                                                                                                                
  120  600MM RCP CULV CLASS IV    M         1,757.62       87.80     154,328.93                                                                                                                                                                                
  121  750MM RCP CULV CLASS IV    M         1,382.32      142.79     197,389.62                                                                                                                                                                                
  122  900MM RCP CULV CLASS IV    M         1,681.48      152.48     256,393.03                                                                                                                                                                                
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 15                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
 ITEM   DESCRIPTION              UNIT     QUANTITY      UNIT BID      $ AMOUNT                                                                                                                                                                                 
                                                                                                                                                                                                                                                               
  123  1050MM RCP CULV CLASS IV   M           367.86      190.44      70,056.90                                                                                                                                                                                
  124  1200MM RCP CULV CLASS IV   M           608.40      279.28     169,914.96                                                                                                                                                                                
  125  1350MM RCP CULV CLASS IV   M           839.50      349.19     293,143.00                                                                                                                                                                                
  126  1500MM RCP CULV CLASS IV   M         1,221.42      425.96     520,282.80                                                                                                                                                                                
  127  1650MM RCP CULV CLASS IV   M           544.46      507.42     276,268.60                                                                                                                                                                                
  128  1800MM RCP CULV CLASS IV   M           591.60      581.20     343,836.00                                                                                                                                                                                
  151  375MM RCP FES              EA            7         360.71       2,525.00                                                                                                                                                                                
  152  450MM RCP FES              EA           10         514.15       5,141.48                                                                                                                                                                                
  153  600MM RCP FES              EA            1         550.00         550.00                                                                                                                                                                                
  157  1200MM RCP FES             EA            2       1,500.00       3,000.00                                                                                                                                                                                
  146  450MM X PIPE RC END SECT   EA            2         650.00       1,300.00                                                                                                                                                                                
  148  600MM X PIPE RC END SECT   EA            2         500.00       1,000.00                                                                                                                                                                                
  165  1800X1200MM RCP TAPR INLT  EA            1       3,300.00       3,300.00                                                                                                                                                                                
  168  2250X1650MM RCP TAPR INLT  EA            2       2,800.00       5,600.00                                                                                                                                                                                
  169  2400X1800MM RCP TAPR INLT  EA            1       5,000.00       5,000.00                                                                                                                                                                                
  171  *** X *** X ***MM PERF T   EA            3         516.67       1,550.00                                                                                                                                                                                
  172  375 X *** X ***MM RCP T 3  EA            4         396.00       1,584.00                                                                                                                                                                                
  173  375 X 375 X 375MM RCP T 3  EA            2         350.00         700.00                                                                                                                                                                                
  174  450 X *** X ***MM RCP T 3  EA            7         384.28       2,690.00                                                                                                                                                                                
  176  600 X *** X ***MM RCP T 3  EA            8         603.12       4,825.00                                                                                                                                                                                
  178  750 X *** X ***MM RCP T 3  EA            5         808.20       4,041.00                                                                                                                                                                                
  184  375MM RC PIPE ELB CL III   EA            4         376.25       1,505.00                                                                                                                                                                                
  186  600MM RC PIPE ELB CL III   EA            1         442.00         442.00                                                                                                                                                                                
  195  150MM CS PIPE SPRBX1.63MM  M           504.94       35.01      17,679.00                                                                                                                                                                                
  197  ***MM CS PIPE CULV ****MM  M         1,532.72       65.25     100,006.09                                                                                                                                                                                
  198  400MM CS PIPE CULV 1.63MM  M         3,318.40       56.44     187,281.03                                                                                                                                                                                
  199  450MM CS PIPE CULV 1.63MM  M           948.24       61.38      58,203.89                                                                                                                                                                                
  200  600MM CS PIPE CULV 1.63MM  M           406.60       85.47      34,753.47                                                                                                                                                                                
  201  800MM CS PIPE CULV 2.01MM  M           416.16      101.79      42,362.55                                                                                                                                                                                
  216  ***MM CSP ELB ****MM       EA            3          98.33         295.00                                                                                                                                                                                
  219  600MM CSP ELB 1.63MM       EA            1         320.00         320.00                                                                                                                                                                                
  234  ***0MM BCCSP A ****        M            55.20      229.11      12,646.80                                                                                                                                                                                
  238  400MM BCCSP A 1.63         M           180          52.50       9,450.00                                                                                                                                                                                
  251  ***MM BCCSP B ****         M         3,301.60       57.87     191,076.04                                                                                                                                                                                
  252  ***MM BCCSP B **** E       M            14.40       80.00       1,152.00                                                                                                                                                                                
  255  400MM BCCSP B 1.63         M        10,194.40       59.98     611,512.95                                                                                                                                                                                
  258  450MM BCCSP B 1.63         M         2,750.64       73.27     201,553.32                                                                                                                                                                                
  261  600MM BCCSP B 1.63         M         1,768.22       79.68     140,888.04                                                                                                                                                                                
  265  800MM BCCSP B 2.01         M           824.98       96.20      79,364.40                                                                                                                                                                                
  269  900MM BCCSP B 2.01         M           295.98      109.06      32,279.64                                                                                                                                                                                
  281  1000MM BCCSP B 2.77        M            48.10      205.40       9,880.00                                                                                                                                                                                
  303  1400MM BCCSP B 2.77        M            49.20      369.36      18,172.55                                                                                                                                                                                
  315  1500MM BCCSP B 2.77 75X25  M             2.40      200.00         480.00                                                                                                                                                                                
  317  1500MM BCCSP B 3.51        M            52.80      354.77      18,732.00                                                                                                                                                                                
  335  1800MM BCCSP B 2.77 75X25  M            44.40      360.00      15,984.00                                                                                                                                                                                
  337  1800MM BCCSP B 3.51        M           105.60      353.52      37,332.00                                                                                                                                                                                
  377  400 X 400 X 400MM BCCSP T  EA            1       1,000.00       1,000.00                                                                                                                                                                                
  381  ***MM BCCSP ELB B ****     EA          276         140.00      38,640.10                                                                                                                                                                                
  382  400MM BCCSP ELB B 1.63     EA          801         160.34     128,434.85                                                                                                                                                                                
  383  450MM BCCSP ELB B 1.63     EA          145         183.94      26,671.45                                                                                                                                                                                
  384  600MM BCCSP ELB B 1.63     EA           98         238.10      23,334.18                                                                                                                                                                                
  386  800MM BCCSP ELB B 2.01     EA           29         240.96       6,988.00                                                                                                                                                                                
  402  1200MM BCCSP D 2.77        M            14.40      326.89       4,707.22                                                                                                                                                                                
  428  ***0X ***0MM BCCSP ARC***  M            45.14      325.00      14,670.50                                                                                                                                                                                
  473  ***0MM WLD ST PIPE ****RR  M            12       1,320.00      15,840.00                                                                                                                                                                                
  493  100MM SLOPE PROTECTION     M2          990          41.42      41,010.00                                                                                                                                                                                
  494  150MM SLOPE PROTECTION     M2        5,934          54.87     325,623.60                                                                                                                                                                                
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 16                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
 ITEM   DESCRIPTION              UNIT     QUANTITY      UNIT BID      $ AMOUNT                                                                                                                                                                                 
                                                                                                                                                                                                                                                               
  497  FINE GRADING               LS           66     202,718.73  13,379,435.97                                                                                                                                                                                
  498  SEALING PAVEMENT CRACKS    KG        9,315          11.83     110,249.15                                                                                                                                                                                
  499  SEALING PVMT CRKS & JTS    KG        1,000           7.31       7,315.00                                                                                                                                                                                
  500  LIME TRTD SOIL (SLURRY)    M2    2,525,080           1.80   4,538,623.75                                                                                                                                                                                
  501  LIME TRTD SOIL (QUICKLIME  M2        2,250           1.50       3,375.00                                                                                                                                                                                
  503  LIME FOR LIME TRTD SOIL    MTN      28,005         133.66   3,743,123.35                                                                                                                                                                                
  504  #57 STONE                  MTN         680          22.00      14,960.00                                                                                                                                                                                
  506  RUBBLIZING CONC PAVEMENT   M2       54,600           2.25     122,850.00                                                                                                                                                                                
  507  STABILIZER AGGREGATE       MTN      35,155          15.72     552,810.50                                                                                                                                                                                
  509  AGGREGATE BASE COURSE      MTN   2,160,201          12.25  26,455,554.40                                                                                                                                                                                
  525  ***MM SOIL CEMENT BASE     M2    1,554,560           1.68   2,617,666.50                                                                                                                                                                                
  526  PC FOR SOIL CEMENT BASE    MTN      52,442         119.12   6,246,796.53                                                                                                                                                                                
  527  AGGREGATE FOR SOIL CEM B   MTN      16,637.10       15.60     259,497.19                                                                                                                                                                                
  528  ASPHALT CURING SEAL        L     2,713,342           0.31     851,050.20                                                                                                                                                                                
  530  INCIDENTAL STONE BASE      MTN      61,915          16.13     998,473.00                                                                                                                                                                                
  532  SHOULDER BORROW            M3      282,688           1.74     493,066.60                                                                                                                                                                                
  537  PRIME COAT                 L       304,898           0.41     126,065.74                                                                                                                                                                                
  540  MILLING ASPH PVMT ***MM    M2      389,375           1.81     707,100.25                                                                                                                                                                                
  541  MILLING ASPH PVMT ***-***  M2        7,250           3.99      28,950.00                                                                                                                                                                                
  538  MILLED RUMBLE STRIPS       M       224,759           0.52     117,879.02                                                                                                                                                                                
  543  INCIDENTAL MILLING         M2       17,565           4.61      80,940.00                                                                                                                                                                                
  547  ASPHALT CEMENT PLANT MIX   MTN      72,214         150.28  10,852,108.36                                                                                                                                                                                
  552  ASPH CONC BASE CO TYPE HB  MTN     582,368          27.09  15,777,241.20                                                                                                                                                                                
  560  ASPH CONC BIND CO H        MTN      34,720          29.83   1,035,888.50                                                                                                                                                                                
  558  ASPH CONC BIND CO HDB      MTN     567,681          26.59  15,093,571.50                                                                                                                                                                                
  563  ASPH CONC SURF CO I-1      MTN      41,440          28.30   1,172,760.05                                                                                                                                                                                
  566  ASPH CONC SURF CO I-2      MTN      65,132          24.70   1,609,009.45                                                                                                                                                                                
  568  ASPH CONC SURF CO HDS      MTN     472,087          26.00  12,272,907.10                                                                                                                                                                                
  572  ASPH DRAINAGE CO, P-78M    MTN      10,580          27.00     285,660.00                                                                                                                                                                                
  573  ASPH DRAINAGE CO, P-57     MTN     248,020          25.16   6,239,423.75                                                                                                                                                                                
  574  ASPH PLT MIX PVMT REPAIR   MTN      20,450.50       89.55   1,831,412.10                                                                                                                                                                                
  576  PATCHING EXIST PAVEMENT    MTN         190         160.53      30,500.00                                                                                                                                                                                
  582  PATCHING CONC PVMT SPALLS  M2           70         400.00      28,000.00                                                                                                                                                                                
  601  ***MM PC C PVMT THRU LNS   M2      509,645          34.80  17,735,567.50                                                                                                                                                                                
  602  ***MM PC C PVMT RAMPS      M2       28,350          22.42     635,571.00                                                                                                                                                                                
  603  ***MM PC C PVMT MISC       M2       11,600          45.92     532,711.00                                                                                                                                                                                
  634  250MM PC C PVMT RAMPS      M2       75,875          28.50   2,162,437.50                                                                                                                                                                                
  635  250MM PC C PVMT MISC       M2       14,850          33.00     490,050.00                                                                                                                                                                                
  650  SURF TESTN CONC PAVEMENT   LS            7      31,968.86     223,782.00                                                                                                                                                                                
  653  CONC SHDRS ADJ ***MM PVM   M2       93,175          31.87   2,969,200.00                                                                                                                                                                                
  655  FIELD LAB RENTAL, PCCP     LS            7      18,461.57     129,231.00                                                                                                                                                                                
  657  RIGHT OF WAY MARKERS       EA        2,990         102.10     305,292.02                                                                                                                                                                                
  659  PIPE REMOVAL               M        37,837.84       23.03     871,585.76                                                                                                                                                                                
  662  SUBDRAIN EXCAVATION        M3       51,485.80        7.76     399,601.80                                                                                                                                                                                
  663  SUBDR FINE AGGREGATE       M3       24,084.10       31.04     747,500.35                                                                                                                                                                                
  664  100MM PERF SUBDR PIPE      M         3,400          11.38      38,700.00                                                                                                                                                                                
  665  150MM PERF SUBDR PIPE      M        53,128          11.61     616,683.00                                                                                                                                                                                
  667  100MM SUBDR PIPE Y,T,&L'S  EA          340          14.03       4,770.00                                                                                                                                                                                
  668  150MM SUBDR PIPE Y,T,&L'S  EA        5,287           5.66      29,932.10                                                                                                                                                                                
  670  CONC PAD FOR SUBDRN OUTLT  EA          386         155.77      60,126.50                                                                                                                                                                                
  671  100MM OUTLET PIPE (SD)     M            48          14.50         696.00                                                                                                                                                                                
  672  150MM OUTLET PIPE (SD)     M         1,500          17.65      26,480.94                                                                                                                                                                                
  678  SHLDR DRAINS               M       170,185.40        7.47   1,271,771.32                                                                                                                                                                                
  679  100MM SHLDR DRAINS PIPE    M       204,230.40        3.13     639,126.52                                                                                                                                                                                
  680  CONC PAD SHLDR DRAIN OUTL  EA          836         128.55     107,465.10                                                                                                                                                                                
  681  100MM OUTLET PIPE (SH DRN  M        10,496.80       15.96     167,508.00                                                                                                                                                                                
  683  BLOTTING SAND              MTN         342.50       51.25      17,551.95                                                                                                                                                                                
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 17                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
 ITEM   DESCRIPTION              UNIT     QUANTITY      UNIT BID      $ AMOUNT                                                                                                                                                                                 
                                                                                                                                                                                                                                                               
  686  METAL FUNNELS              EA          123         437.72      53,840.03                                                                                                                                                                                
  688  300MM FUNNEL DRAIN PIPE    M         3,188.20       47.83     152,496.02                                                                                                                                                                                
  690  300MM FUNNEL DRAIN ELBOWS  EA          315         123.09      38,773.55                                                                                                                                                                                
  693  SAND CEMENT HEADWALLS      M2           23         680.00      15,640.00                                                                                                                                                                                
  694  CONC EWALLS CLASS A        M3          318.50      896.93     285,672.98                                                                                                                                                                                
  695  CONC EWALLS CLASS B        M3          451.90      883.04     399,045.21                                                                                                                                                                                
  696  BRICK MASONRY ENDWALLS     M3          114         903.81     103,034.46                                                                                                                                                                                
  697  REINF BRICK MASONRY EWALL  M3           33.40    1,047.90      35,000.00                                                                                                                                                                                
  698  REINFORCING STEEL, EWALL   KG       17,291.40        3.36      58,058.73                                                                                                                                                                                
  700  PIPE COLLARS               M3          248.24      818.47     203,177.80                                                                                                                                                                                
  702  PIPE PLUGS                 M3           33.67    1,084.51      36,515.41                                                                                                                                                                                
  701  FLOWABLE FILL              M3          388.43      169.55      65,857.71                                                                                                                                                                                
  706  MASONRY DRAINAGE STRS      EA        6,475       1,032.74   6,687,009.43                                                                                                                                                                                
  707  MASONRY DRAINAGE STRS      M3          168.53    1,136.64     191,568.49                                                                                                                                                                                
  708  MASONRY DRAINAGE STRS      M           697.35      759.72     529,798.89                                                                                                                                                                                
  714  FRM & GRT DETAIL 840.****  EA            2         406.00         812.00                                                                                                                                                                                
  720  FRM & GRT STD 840.****     EA          113         259.03      29,270.00                                                                                                                                                                                
  722  FRM & 2GRTS STD 840.****   EA            7         759.25       5,314.78                                                                                                                                                                                
  724  FRM GRT&HD STD 840.03****  EA        2,348         341.83     802,607.80                                                                                                                                                                                
  728  FRM & GRT STD 840.13       EA           30         328.50       9,855.00                                                                                                                                                                                
  730  FRM & 2GRTS STD 840.16     EA          380         327.11     124,302.08                                                                                                                                                                                
  732  FRM & GRT STD 840.20       EA           28         344.61       9,649.00                                                                                                                                                                                
  734  FRM & 2GRTS STD 840.20     EA          585         333.37     195,023.72                                                                                                                                                                                
  738  FRM & 2GRTS STD 840.22     EA        1,979         329.45     651,980.46                                                                                                                                                                                
  742  FRM & 2GRTS STD 840.24     EA          312         252.84      78,885.00                                                                                                                                                                                
  744  FRM & GRT STD 840.29       EA           51         285.69      14,570.00                                                                                                                                                                                
  743  FRAME W/2 GRTS STD 840.29  EA           91         288.90      26,290.00                                                                                                                                                                                
  748  FRM W/GOVER STD 840.54     EA          212         291.71      61,841.80                                                                                                                                                                                
  750  FABR STL GRT STD 840.****  EA           29         552.07      16,010.00                                                                                                                                                                                
  752  GRT&FRM DRIVEWAY DI        EA            6       1,966.47      11,798.84                                                                                                                                                                                
  710  CONC APRON FOR CB          EA           39         495.26      19,315.00                                                                                                                                                                                
  712  CONC APRON FOR DI          EA          114         528.55      60,255.00                                                                                                                                                                                
  758  CONC RETAINING WALLS       M3        3,918         447.73   1,754,218.25                                                                                                                                                                                
  760  BRICK MASONRY RETAIN WALL  M3          120       1,120.83     134,500.00                                                                                                                                                                                
  764  CONC STEPS                 M3           28         724.77      20,293.50                                                                                                                                                                                
  766  BRICK MASONRY STEPS        M3           26.50      781.91      20,720.60                                                                                                                                                                                
  768  *** X ***MM CONC CURB      M         9,929          48.83     484,800.20                                                                                                                                                                                
  769  200 X 150MM CONC CURB      M           915          40.25      36,831.45                                                                                                                                                                                
  771  450MM CONC CURB & GUTTER   M        21,847          23.03     503,126.95                                                                                                                                                                                
  772  750MM CONC CURB & GUTTER   M       161,533          33.65   5,435,293.65                                                                                                                                                                                
  776  SHLDR BERM GUTTER          M        54,066.80       34.40   1,859,783.55                                                                                                                                                                                
  781  MODIFIED CONCRETE FLUME    EA           24       1,731.08      41,546.00                                                                                                                                                                                
  782  CONC XPRESSWAY GUTTER      M         4,145          48.30     200,216.80                                                                                                                                                                                
  784  100MM CONC VALLEY GUTTER   M2           96          33.86       3,250.74                                                                                                                                                                                
  789  100MM CONC SIDEWALK        M2       81,246          26.84   2,180,358.50                                                                                                                                                                                
  791  CONC WHEELCHAIR RAMPS      M2        6,863.38       48.35     331,823.50                                                                                                                                                                                
  792  WHEELCHAIR RAMPS           EA            1         250.00         250.00                                                                                                                                                                                
  793  150MM CONC DRIVEWAY        M2       27,862          41.75   1,163,244.25                                                                                                                                                                                
  795  100MM CONC PAVED DITCH     M2        4,186.20       46.64     195,247.98                                                                                                                                                                                
  798  75MM CONC ISLAND COVERS    M2          270          28.50       7,695.00                                                                                                                                                                                
  804  ***MM MONOLITHIC CONC ISL  M2          815          27.90      22,738.50                                                                                                                                                                                
  805  125MM MONOLITHIC CONC ISL  M2       14,090          39.87     561,809.10                                                                                                                                                                                
  806  150MM MONOLITHIC CONC ISL  M2       11,900          37.15     442,100.90                                                                                                                                                                                
  813  ***MM CONC GLARE SCREEN    M           562          52.00      29,224.00                                                                                                                                                                                
  821  CONC BARRIER               M         2,569         163.80     420,793.80                                                                                                                                                                                
  822  CONC BARRIER TRANSITION    EA           58       5,114.70     296,652.90                                                                                                                                                                                
  823  VAR HT CONC BARR ********  M        17,455         195.03   3,404,205.00                                                                                                                                                                                
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 18                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
 ITEM   DESCRIPTION              UNIT     QUANTITY      UNIT BID      $ AMOUNT                                                                                                                                                                                 
                                                                                                                                                                                                                                                               
  825  PC CONC BARRIER, SF        M         5,077.28      207.75   1,054,803.36                                                                                                                                                                                
  827  ADJUSTMENT OF CATCH BASIN  EA           21         509.14      10,692.00                                                                                                                                                                                
  829  ADJUSTMENT OF DROP INLETS  EA           23         614.43      14,132.00                                                                                                                                                                                
  831  ADJUSTMENT OF MANHOLES     EA          245         363.45      89,046.02                                                                                                                                                                                
  833  ADJUSTMT OF MB & VALVE BX  EA          398         299.78     119,311.25                                                                                                                                                                                
  834  CONVERT CB TO JB           EA            4       1,400.00       5,600.00                                                                                                                                                                                
  835  CONVERT CB TO DI           EA           33       1,183.53      39,056.51                                                                                                                                                                                
  843  CONVERT JB TO DI           EA            1       5,000.00       5,000.00                                                                                                                                                                                
  837  CONVERT DI TO JB           EA           47         883.11      41,506.00                                                                                                                                                                                
  838  CONVERT DI TO CB           EA            2         750.00       1,500.00                                                                                                                                                                                
  841  CONVERT JB TO DI           EA            2       1,178.25       2,356.51                                                                                                                                                                                
  842  CONVERT JB TO CB           EA            1       1,200.00       1,200.00                                                                                                                                                                                
  844  CONVERT MH TO DI           EA            1       1,500.00       1,500.00                                                                                                                                                                                
  854  IMPACT ATTEN TYPE 350      EA           94       6,821.28     641,200.00                                                                                                                                                                                
  863  STL BM GRDRAIL             M       186,795.06       32.85   6,135,702.79                                                                                                                                                                                
  864  STL BM GRDRAIL SHOP CURV   M         2,283.10       38.62      88,164.95                                                                                                                                                                                
  865  STL BM GRDRAIL DBL FACED   M         6,423.66       43.91     282,086.31                                                                                                                                                                                
  867  3C STEEL BM GUARDRAIL      M            33          90.00       2,970.00                                                                                                                                                                                
  857  STL BM GRDRAIL TERM SECT   EA          133          47.28       6,287.90                                                                                                                                                                                
  869  508MM TUBLR 3C STL BM GRD  M           346         225.00      77,850.00                                                                                                                                                                                
  871  W-TR STL BM GRDRAIL TRANS  EA           15         350.00       5,250.00                                                                                                                                                                                
  873  ADDIT GRDRAIL POSTS        EA          552          37.76      20,842.00                                                                                                                                                                                
  875  GRDRAIL ANCHOR **********  EA        1,014       1,732.49   1,756,742.50                                                                                                                                                                                
  876  GRDRAIL ANCHOR **********  EA           93         986.15      91,712.00                                                                                                                                                                                
  879  GRDRAIL ANCHOR AT-1        EA           37         387.69      14,344.63                                                                                                                                                                                
  891  GRDRAIL ANCHOR CAT-1       EA          433         534.45     231,416.50                                                                                                                                                                                
  903  GRDRAIL ANCHOR VI (MOD)    EA           18       1,188.89      21,400.00                                                                                                                                                                                
  912  GRDRAIL ANCHOR XI          EA          349       1,068.67     372,967.00                                                                                                                                                                                
  915  GRDRAIL ANCHOR XI (MOD)    EA          136       1,167.43     158,771.00                                                                                                                                                                                
  914  GRDRAIL ANCHOR XIII        EA          197         441.06      86,889.00                                                                                                                                                                                
  917  R&RSET EXISTING GUARDRAIL  M         4,604.23       20.45      94,179.36                                                                                                                                                                                
  920  REMOVE GUARDRAIL           M        33,249.51        3.67     121,974.35                                                                                                                                                                                
  923  R&STKPL GUARDRAIL          M         1,623           3.30       5,355.90                                                                                                                                                                                
  931  WW WIRE FENCE ****MM FABR  M         5,415           3.19      17,289.80                                                                                                                                                                                
  933  WW WIRE FENCE 1200MM FABR  M       232,015           4.67   1,083,193.65                                                                                                                                                                                
  936  100MM FENCE POSTS ****M    EA        2,480          16.00      39,680.00                                                                                                                                                                                
  939  100MM FENCE POSTS 2.30M    EA       38,753          15.42     597,588.20                                                                                                                                                                                
  942  125MM FENCE POSTS ****M    EA          575          33.50      19,262.50                                                                                                                                                                                
  945  125MM FENCE POSTS 2.50M    EA        7,785          31.38     244,294.32                                                                                                                                                                                
  963  CL FENCE ****MM FABRIC     M         1,414          16.78      23,735.10                                                                                                                                                                                
  966  CL FENCE 1200MM FABRIC     M        31,307.25       13.81     432,404.72                                                                                                                                                                                
  969  LINE POST FOR ****MM CL F  EA        1,342          34.03      45,669.00                                                                                                                                                                                
  972  LINE POST FOR 1200MM CL F  EA        9,847          29.65     292,009.20                                                                                                                                                                                
  975  TERM POST FOR ****MM CL    EA          251          96.66      24,260.90                                                                                                                                                                                
  978  TERM POST FOR 1200MM CL    EA          637          94.45      60,167.30                                                                                                                                                                                
  981  M GATE POST ****MM CL F    EA            6         123.32         739.90                                                                                                                                                                                
  982  M GATE POST ****MM CL F    EA            8          98.75         790.00                                                                                                                                                                                
  985  ADDITIONAL BARBED WIRE     M        11,761           2.49      29,337.54                                                                                                                                                                                
  990  ***S BARB WIRE F W/POSTS   M         2,075          11.40      23,647.85                                                                                                                                                                                
  993  TEMP ****MM WW F W/POSTS   M         1,713           9.04      15,490.18                                                                                                                                                                                
  996  WOVEN WIRE FENCE RESET     M         1,124          11.39      12,803.85                                                                                                                                                                                
  998  BARBED WIRE FENCE RESET    M         3,065          13.00      39,845.00                                                                                                                                                                                
 1000  CHAIN LINK FENCE RESET     M         1,281          30.31      38,822.70                                                                                                                                                                                
 1008  PLN RIP RAP CL I           MTN      57,134.80       26.64   1,522,120.00                                                                                                                                                                                
 1010  PLN RIP RAP CL II          MTN      14,799          26.55     392,998.25                                                                                                                                                                                
 1053  PLN RIP RAP, CLASS A       MTN       1,685.30       30.55      51,491.25                                                                                                                                                                                
 1054  PLN RIP RAP, CLASS B       MTN      63,205.40       26.16   1,653,297.11                                                                                                                                                                                
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 19                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
 ITEM   DESCRIPTION              UNIT     QUANTITY      UNIT BID      $ AMOUNT                                                                                                                                                                                 
                                                                                                                                                                                                                                                               
   43  FILTER FABRIC FOR DRAINGE  M2      225,461.60        1.86     418,631.83                                                                                                                                                                                
 1015  DUMPD STNE SLOPE PROTECTN  MTN         170          30.00       5,100.00                                                                                                                                                                                
 1100  DEMOLIT OF BLDG ITEM ****  LS           19         527.21      10,017.00                                                                                                                                                                                
 1101  BLDG REMOVAL ITEM ****     LS          797         429.79     342,540.74                                                                                                                                                                                
 1039  CAST IN PLACE COPING       M           102         540.00      55,080.00                                                                                                                                                                                
 1047  TREATED STRUCTURAL TIMBER  M3           40         550.00      22,000.00                                                                                                                                                                                
 1510  TYPE A SIGNS, FABRICATION  M2          768.51      202.81     155,860.00                                                                                                                                                                                
 1511  TYPE B SIGNS, FABRICATION  M2           92.96      206.67      19,212.00                                                                                                                                                                                
 1514  TYPE D SIGNS, FABRICATION  M2           38.16      130.10       4,964.59                                                                                                                                                                                
 1515  TYPE E SIGNS, FABRICATION  M2          384.91      111.83      43,043.00                                                                                                                                                                                
 1516  TYPE F SIGNS, FABRICATION  M2           95.03      108.94      10,352.27                                                                                                                                                                                
 1518  OVRLY A & B SIGNS FABR     M2            2         136.25         272.50                                                                                                                                                                                
 1521  MILEMARKERS, FABRICATION   M2            3.52      160.85         566.21                                                                                                                                                                                
 1523  RC SIGN FOOTINGS           M3          198         673.20     133,293.00                                                                                                                                                                                
 1524  PLN CONC SIGN FOOTINGS     M3           67         633.91      42,472.00                                                                                                                                                                                
 1526  BRKWY STL BEAM SIGN SUPPT  KG       90,345           4.48     404,842.30                                                                                                                                                                                
 1527  SIMPLE STL BEAM SIGN SUPP  KG       28,646           3.54     101,380.52                                                                                                                                                                                
 1528  4.5KG STEEL U-CHNL POST    M        27,258          20.19     550,368.25                                                                                                                                                                                
 1529  3KG STEEL U-CHNL POST      EA          129          33.61       4,335.75                                                                                                                                                                                
 1531  TYPE A SIGNS, ERECTION     EA          219         391.75      85,792.40                                                                                                                                                                                
 1532  TYPE B SIGNS, ERECTION     EA          296         228.52      67,642.50                                                                                                                                                                                
 1533  TYPE D SIGNS, ERECTION     EA          359          98.40      35,326.52                                                                                                                                                                                
 1534  TYPE E SIGNS, ERECTION     EA        3,832          69.09     264,774.67                                                                                                                                                                                
 1535  TYPE F SIGNS, ERECTION     EA          700          98.24      68,771.84                                                                                                                                                                                
 1536  MILEMARKERS, ERECTION      EA          137          25.03       3,428.70                                                                                                                                                                                
 1539  OVERHEAD SIGN ASSMBLY ***  LS          177      41,764.77   7,392,364.52                                                                                                                                                                                
 1542  LITE SYS OVERHD SIGN ***   LS          179       5,708.27   1,021,780.96                                                                                                                                                                                
 1544  REMV & DISP SIGN  1 SUPP   EA            2          15.00          30.00                                                                                                                                                                                
 1546  REMV & STKPL SIGN 2 SUPP   EA            1         100.00         100.00                                                                                                                                                                                
 1547  REMV & DISP SIGN  2 SUPP   EA          179          42.23       7,560.16                                                                                                                                                                                
 1550  REMV & DISPOSE OF SUPP     EA          306          24.91       7,624.00                                                                                                                                                                                
 1552  REMV & DISPOSE OF FOOTNGS  EA          410         132.13      54,174.15                                                                                                                                                                                
 1555  REMV & DISPOSE SEC SIGNS   EA            2          75.00         150.00                                                                                                                                                                                
 1557  REMV & STKPL SIGN MTD U    EA            1          50.00          50.00                                                                                                                                                                                
 1558  REMV & DISP SIGN MTD U     EA            9          18.11         163.00                                                                                                                                                                                
 1561  REMV & DISP U POSTS        EA          100          17.01       1,700.73                                                                                                                                                                                
 1564  REMV & DISP MM & POSTS     EA           37          10.74         397.36                                                                                                                                                                                
 1566  REMV & DISP OH SIGN ASSMB  EA           24       3,310.58      79,453.96                                                                                                                                                                                
 1569  REMV & DISP OH SIGNS       EA           19         249.89       4,748.00                                                                                                                                                                                
 1571  REMV & DISP LITE FIXTURE   EA            2         150.00         300.00                                                                                                                                                                                
 1578  ATTA OH SIGN TO OH ASSMB   EA           32         552.62      17,684.00                                                                                                                                                                                
 1592  R&D SIGN & U POST          EA        2,652          10.22      27,108.49                                                                                                                                                                                
 1579  ATTA SIGN ABV OH SIGN      EA            1         400.00         400.00                                                                                                                                                                                
 1580  REPOS SIGN ON OH SIGN ASM  EA            2         219.50         439.00                                                                                                                                                                                
 1582  ATTA OVRLAY TO OH SIGN     EA            8         207.50       1,660.00                                                                                                                                                                                
 1584  ATTA OVRLAY TO A & B SIGN  EA           11         300.09       3,301.00                                                                                                                                                                                
 1587  ERECT SIGN ON SUPPORT      EA           24         179.66       4,311.80                                                                                                                                                                                
 1589  ERECT SIGN ON U POST       EA          118          98.42      11,614.20                                                                                                                                                                                
 1590  BARR SIGN SUPPORT ASSMBLY  EA            3         125.00         375.00                                                                                                                                                                                
 2199  WORK ZONE SIGNS (STAT)     M2        5,545.61      100.20     555,700.88                                                                                                                                                                                
 2249  WORK ZONE SIGNS (PORT)     M2        3,092.30      114.17     353,041.74                                                                                                                                                                                
 2205  WORK ZONE SIGNS (BARRICAD  M2        1,225.84       76.92      94,293.59                                                                                                                                                                                
 2214  FLASHING ARROW PANELS      EA          130       4,087.13     531,327.13                                                                                                                                                                                
 2245  CHANGEABLE MESSAGE SIGNS   EA           55      16,138.73     887,630.10                                                                                                                                                                                
 2251  WARNING FLAGS              EA          635          43.93      27,893.40                                                                                                                                                                                
 2208  DRUMS                      EA       21,211          55.35   1,174,057.22                                                                                                                                                                                
 2204  CONES                      EA        6,689          22.28     149,009.50                                                                                                                                                                                
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 20                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
 ITEM   DESCRIPTION              UNIT     QUANTITY      UNIT BID      $ AMOUNT                                                                                                                                                                                 
                                                                                                                                                                                                                                                               
 2200  BARRICADES (TYPE II)       M         1,759.70       51.02      89,782.62                                                                                                                                                                                
 2203  BARRICADES (TYPE III)      M         8,676.10       47.98     416,306.22                                                                                                                                                                                
 2255  FLAGGER                    HR       34,160          13.96     477,043.00                                                                                                                                                                                
 2254  FLAGGER                    MD       15,440         151.62   2,341,092.70                                                                                                                                                                                
 2250  WARNING LIGHTS (TYPE B)    EA          237         261.99      62,092.41                                                                                                                                                                                
 2231  TEMPORARY CRASH CUSHIONS   EA          156      10,246.31   1,598,425.24                                                                                                                                                                                
 2233  RESET CRASH CUSHION        EA           99       1,734.01     171,667.48                                                                                                                                                                                
 2236  TRUCK MTD IMP ATTN 45 MPH  EA           59       7,707.67     454,752.46                                                                                                                                                                                
 2237  TRUCK MTD IMP ATTN 60 MPH  EA           34      11,259.12     382,810.00                                                                                                                                                                                
 2186  PORTABLE BARRIER           M        72,333          59.19   4,281,447.53                                                                                                                                                                                
 2185  PORT BARRIER, ANCHORED     M         2,369          89.05     210,967.00                                                                                                                                                                                
 2259  PORT BARRIER, DRAINAGE     M         8,108          44.45     360,386.50                                                                                                                                                                                
 2260  RESET PORTABLE BARRIER     M        67,668          13.15     889,774.22                                                                                                                                                                                
 2261  RESET PORT BARRIER ANCHRD  M           380          33.95      12,900.00                                                                                                                                                                                
 2252  POLICE                     HR        3,486          38.08     132,754.40                                                                                                                                                                                
 2228  TUBULAR MARKERS (FIXED)    EA          401          37.24      14,932.00                                                                                                                                                                                
 2229  GUIDE SIGN TMP COVER OVER  EA           11         509.09       5,600.00                                                                                                                                                                                
 2230  GUIDE SIGN TMP COVER GRD   EA           16         356.25       5,700.00                                                                                                                                                                                
 2234  BACKFILL MATERIAL          M           650           3.00       1,950.00                                                                                                                                                                                
 2235  TEMPORARY GLARE SCREEN     M         1,072          34.72      37,216.00                                                                                                                                                                                
 2248  SF CHANGEABLE MESG SIGNS   EA           10       6,400.00      64,000.00                                                                                                                                                                                
 2045  REM TAPE LINES 100MM       M        37,539           4.17     156,643.55                                                                                                                                                                                
 2047  REM TAPE LINES 150MM       M        34,153           5.06     172,950.15                                                                                                                                                                                
 2052  REM TAPE LINES 200MM       M        10,958           8.00      87,628.00                                                                                                                                                                                
 2061  REM TAPE LINES 600MM       M           151          20.11       3,036.50                                                                                                                                                                                
 2070  REM TAPE PVT MKG CHARACT   EA            8          50.75         406.00                                                                                                                                                                                
 2093  REM TAPE PVT MKG SYMBOL    EA           27         164.18       4,433.00                                                                                                                                                                                
 2144  TEMP RAISED PVMT MRKS      EA       50,696           4.78     242,289.70                                                                                                                                                                                
 2173  GR DELINATRS, TEMP CRYSTL  EA        1,163           6.25       7,273.30                                                                                                                                                                                
 2187  GR DELINATRS, TEMP YELLOW  EA          284           6.55       1,859.50                                                                                                                                                                                
 2189  BARRIER DELIN TEMP,CRYSTL  EA        3,397           7.47      25,373.34                                                                                                                                                                                
 2188  BARRIER DELIN TEMP, YELLO  EA        2,829           7.09      20,071.75                                                                                                                                                                                
 2217  TEMP STEEL BM GUARDRAIL    M        10,855.15       22.38     242,971.02                                                                                                                                                                                
 2221  TEMP STEEL BM GRDRAIL TS   EA            6          30.00         180.00                                                                                                                                                                                
 2222  GRDRAIL ANCH ************  EA           55       1,013.22      55,727.00                                                                                                                                                                                
 2225  GRDRAIL ANCH ************  EA           96       1,253.85     120,370.00                                                                                                                                                                                
 1863  100MM THERMO MKG, 2.3MMTK  M       770,719           1.20     926,175.43                                                                                                                                                                                
 1864  100MM THERMO MKG 3.1MM TK  M       484,961           1.41     682,265.49                                                                                                                                                                                
 1865  150MM THERMO WHITE 2.3MM   M        18,460           1.50      27,690.00                                                                                                                                                                                
 1866  150MM THERMO MKG 3.1MM TK  M         3,720           1.86       6,925.50                                                                                                                                                                                
 1867  200MM THERMO MKG 2.3MM TK  M        34,756           2.76      96,033.57                                                                                                                                                                                
 1868  200MM THERMO MKG 3.1MM TK  M         4,598           3.27      15,045.88                                                                                                                                                                                
 1869  300MM THERMO MKG 2.3MM TK  M         1,215           5.49       6,675.00                                                                                                                                                                                
 1861  400MM THERMO MKG 2.3MM TK  M           225           6.78       1,525.20                                                                                                                                                                                
 1870  600MM THERMO MKG 3.1MM TK  M         8,098          13.27     107,451.15                                                                                                                                                                                
 1877  THERMO PVT MKG CHARACTER   EA          438          48.19      21,106.00                                                                                                                                                                                
 1886  THERMO PVT MKG SYMB 2.3MM  EA        4,485          68.23     306,025.04                                                                                                                                                                                
 1913  EPOXY  PVT MK LINES 100MM  M       169,543           1.78     301,157.40                                                                                                                                                                                
 1916  EPOXY PVT MK LINES 150MM   M       102,845           2.19     225,360.00                                                                                                                                                                                
 1917  EPOXY PVT MK LINES 200MM   M        15,005           3.83      57,522.30                                                                                                                                                                                
 1919  EPOXY PVT MK LINES 600MM   M           540          25.80      13,930.00                                                                                                                                                                                
 1924  EPOXY PVT MK CHARACTER     EA          110         100.23      11,025.60                                                                                                                                                                                
 1933  EPOXY PVT MK SYMBOL        EA          216         103.92      22,447.65                                                                                                                                                                                
 1960  COLD APP PLAS LINES 100MM  M        98,316           2.73     268,927.60                                                                                                                                                                                
 1964  COLD APP PLAS LINES 200MM  M        15,443          14.22     219,664.29                                                                                                                                                                                
 1980  COLD APPL PLASTIC SYMBOL   EA            6         123.33         740.00                                                                                                                                                                                
 2023  PAINT PVT MKG LINES 100MM  M     2,868,291           0.58   1,659,390.03                                                                                                                                                                                
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 21                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
 ITEM   DESCRIPTION              UNIT     QUANTITY      UNIT BID      $ AMOUNT                                                                                                                                                                                 
                                                                                                                                                                                                                                                               
 2029  PAINT PVT MKG LINES 150MM  M       152,192           0.58      88,259.04                                                                                                                                                                                
 2032  PAINT PVT MKG LINES 200MM  M        43,166           1.02      44,035.26                                                                                                                                                                                
 2039  PAINT PVT MKG LINES 300MM  M         8,400           1.20      10,080.00                                                                                                                                                                                
 2040  PAINT PVT MKG LINES 400MM  M           304           2.80         850.44                                                                                                                                                                                
 2042  PAINT PVT MKG LINES 600MM  M        10,989           5.73      63,016.55                                                                                                                                                                                
 2076  PAINT PVT MKG CHARACTER    EA          501          31.04      15,550.80                                                                                                                                                                                
 2092  PAINT PVT MKG SYMBOL       EA        7,429          30.71     228,186.54                                                                                                                                                                                
 2142  REMVL OF 100MM LINES       M       181,843           1.75     318,890.52                                                                                                                                                                                
 2140  REMVL OF 150MM LINES       M        28,209           2.57      72,596.90                                                                                                                                                                                
 2141  REMVL OF 200MM LINES       M         9,733           4.51      43,923.10                                                                                                                                                                                
 2155  REMVL OF 300MM LINES       M           500          12.25       6,125.00                                                                                                                                                                                
 2169  REMVL OF 600MM LINES       M         1,191           6.28       7,483.74                                                                                                                                                                                
 2143  REMOVAL OF SYMBL & CHARAC  EA          400          35.19      14,078.20                                                                                                                                                                                
 2013  CURING COMPD REMOVAL LINE  M       229,635           1.24     284,576.86                                                                                                                                                                                
 2016  CURING COMPD REMOVAL SYMB  EA           73          59.98       4,378.50                                                                                                                                                                                
 2149  PERM RAISED PVMT MARKERS   EA       36,089           4.68     168,823.75                                                                                                                                                                                
 2156  SNOWPLB RAISED PVMT MRKER  EA       33,982          34.28   1,164,813.95                                                                                                                                                                                
 2170  GR DELINATRS, PERM CRYSTL  EA       10,565           6.24      65,900.50                                                                                                                                                                                
 2164  GR DELINATRS, PERM YELLOW  EA        3,453           6.06      20,938.10                                                                                                                                                                                
 2167  BARRIER DELIN PERM, CRYST  EA        3,171           7.93      25,144.44                                                                                                                                                                                
 2166  BARRIER DELIN PERM, YELLW  EA        2,241           7.36      16,496.50                                                                                                                                                                                
 2171  2.1M U-CHANNEL POSTS       EA          518          52.81      27,357.73                                                                                                                                                                                
 2184  FLEX DELINATR (CRYSTAL)    EA        2,796          29.74      83,154.35                                                                                                                                                                                
 2195  FLEX DELINATR (YELLOW)     EA        1,275          29.90      38,124.20                                                                                                                                                                                
 2196  FLEX DELINATR (CRY & RED)  EA          397          27.74      11,015.15                                                                                                                                                                                
 2197  FLEX DELINATR (YEL & RED)  EA          339          28.21       9,562.50                                                                                                                                                                                
 2178  OBJECT MARKERS (TYPE 1)    EA           34          91.05       3,095.60                                                                                                                                                                                
 2193  OBJECT MARKERS (TYPE 3)    EA          154          71.91      11,073.70                                                                                                                                                                                
 2194  OBJECT MARKERS (END OF RD  EA          242          83.39      20,180.95                                                                                                                                                                                
 1140  ****M HIGH MOUNT STANDARD  EA            2      12,000.00      24,000.00                                                                                                                                                                                
 1142  30.5M HIGH MOUNT STANDARD  EA            6       9,873.67      59,242.00                                                                                                                                                                                
 1143  36.5M HIGH MOUNT STANDARD  EA            2      13,000.00      26,000.00                                                                                                                                                                                
 1145  PORTABLE DRIVE UNIT        EA            4       2,947.50      11,790.00                                                                                                                                                                                
 1147  HIGH MOUNT FOUNDATIONS     M3           40.10      982.42      39,395.00                                                                                                                                                                                
 1148  HM LUMINAIRE ************  EA           44         726.18      31,952.00                                                                                                                                                                                
 1153  LIT STD MTLT ************  EA           99       1,475.15     146,040.00                                                                                                                                                                                
 1159  STD FOUNDAT ***********    EA          110         612.61      67,387.00                                                                                                                                                                                
 1163  LITE STD LUM RDW 250W HPS  EA           66         500.00      33,000.00                                                                                                                                                                                
 1164  LITE STD LUM RDW 400W HPS  EA           55         342.27      18,825.00                                                                                                                                                                                
 1169  UNDRPASS LUM ************  EA           27         415.18      11,210.00                                                                                                                                                                                
 1170  UNDPASS CIRC ************  LS           10       2,980.40      29,804.00                                                                                                                                                                                
 1174  SERVICE POLE ************  EA            6         911.83       5,471.00                                                                                                                                                                                
 1175  SERV LATERAL ************  M           188          45.50       8,554.80                                                                                                                                                                                
 1181  LITE CNTRL RW************  EA            6       8,525.00      51,150.00                                                                                                                                                                                
 1184  ELEC DUCT TYP BD SIZ ****  M        10,326.50        6.08      62,833.78                                                                                                                                                                                
 1185  ELEC DUCT TYP JA SIZ ****  M           548          80.52      44,123.30                                                                                                                                                                                
 1189  **#6 W/G FEEDER CIRCUIT    M           563           6.76       3,803.70                                                                                                                                                                                
 1190  **#4 W/G FEEDER CIRCUIT    M           314           6.60       2,073.25                                                                                                                                                                                
 1191  **#2 W/G FEEDER CIRCUIT    M           351           8.72       3,062.25                                                                                                                                                                                
 1199  **#6 W/G FDR CIR 2 CNDUIT  M        10,252          17.69     181,408.88                                                                                                                                                                                
 1200  **#4 W/G FDR CIR 2 CNDUIT  M         2,296          17.83      40,936.45                                                                                                                                                                                
 1201  **#2 W/G FDR CIR 2 CNDUIT  M           762          20.68      15,756.95                                                                                                                                                                                
 1206  ELEC JB ************       EA           94         795.67      74,792.64                                                                                                                                                                                
 1212  PORTABLE LIGHTING          LS           14      57,930.68     811,029.60                                                                                                                                                                                
 1403  FND CONDIT MAT'L ********  MTN      16,723.99       21.46     358,860.46                                                                                                                                                                                
 1213  BEDDN MAT'L CL **********  MTN      14,397.80       21.56     310,384.81                                                                                                                                                                                
 1405  PVMT REP FOR UTILITY WORK  MTN       3,831.30      133.65     512,074.81                                                                                                                                                                                
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 22                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
 ITEM   DESCRIPTION              UNIT     QUANTITY      UNIT BID      $ AMOUNT                                                                                                                                                                                 
                                                                                                                                                                                                                                                               
 1399  CL B CONC FOR ENC PIPE L   M3           83         464.58      38,560.00                                                                                                                                                                                
 1243  ***MM DI WP CL***********  M           113         250.00      28,250.00                                                                                                                                                                                
 1245  150MM DI WP CL***********  M           548.50       85.01      46,631.00                                                                                                                                                                                
 1246  200MM DI WP CL***********  M           220.50       72.44      15,972.50                                                                                                                                                                                
 1248  300MM DI WP CL***********  M         4,201          92.56     388,866.20                                                                                                                                                                                
 1249  400MM DI WP CL***********  M           245         133.56      32,722.00                                                                                                                                                                                
 1251  600MM DI WP CL***********  M           565         189.15     106,869.50                                                                                                                                                                                
 1232  ***MM DI H2O PIPE ****MPA  M         1,039.95      205.07     213,259.95                                                                                                                                                                                
 1233  100MM DI H2O PIPE 2.41MPA  M            30          52.75       1,582.50                                                                                                                                                                                
 1234  150MM DI H2O PIPE 2.41MPA  M         4,387.06       84.30     369,827.71                                                                                                                                                                                
 1235  200MM DI H2O PIPE 2.41MPA  M        10,053.90       79.59     800,219.55                                                                                                                                                                                
 1237  300MM DI H2O PIPE 2.41MPA  M         8,549.49       90.06     769,948.79                                                                                                                                                                                
 1238  400MM DI H2O PIPE ****MPA  M         6,658.70      149.95     998,461.96                                                                                                                                                                                
 1240  600MM DI H2O PIPE ****MPA  M         5,714.53      161.15     920,900.67                                                                                                                                                                                
 1222  150MM DI RS JT **********  M           236.40       72.67      17,179.40                                                                                                                                                                                
 1223  200MM DI RS JT **********  M           159.80      110.00      17,578.00                                                                                                                                                                                
 1225  300MM DI RS JT **********  M           185.20      130.00      24,076.00                                                                                                                                                                                
 1226  400MM DI RS JT **********  M           835         200.00     167,000.00                                                                                                                                                                                
 1228  DI RES JT H2O PIPE FITNGS  KG       19,591          10.55     206,715.04                                                                                                                                                                                
 1253  20MM CU WATER PIPE TYPE K  M         5,423.50       40.60     220,208.54                                                                                                                                                                                
 1254  25MM CU WATER PIPE TYPE K  M           444          48.07      21,345.21                                                                                                                                                                                
 1262  25MM PE W PIPE SDR7 ****   M           107          16.99       1,817.93                                                                                                                                                                                
 1263  40MM PE H2O PIPE SDR7 ***  M             5          17.49          87.45                                                                                                                                                                                
 1273  20MM PVC H2O P SD21 1.38   M            45          25.00       1,125.00                                                                                                                                                                                
 1274  25MM PVC H2O P SD21 1.38   M             2          40.00          80.00                                                                                                                                                                                
 1276  50MM PVC H2O P SD21 1.38   M         1,653.52       36.80      60,855.54                                                                                                                                                                                
 1277  100MM PVC H2O P SD21 1.38  M           252.40       61.92      15,628.90                                                                                                                                                                                
 1278  150MM PVC H2O P SD21 1.38  M         2,493.74       60.30     150,362.70                                                                                                                                                                                
 1279  200MM PVC H2O P SD21 1.38  M         2,124.40       95.83     203,579.97                                                                                                                                                                                
 1280  250MM PVC H2O P SD21 1.38  M           883.23      101.36      89,525.62                                                                                                                                                                                
 1281  300MM PVC H2O P SD21 1.38  M           815.62       98.49      80,327.63                                                                                                                                                                                
 1283  150MM PVC WP DR *** ****   M           769          73.16      56,259.50                                                                                                                                                                                
 1284  200MM PVC WP DR *** ****   M           837          68.47      57,312.00                                                                                                                                                                                
 1286  300MM PVC WP DR *** ****   M         1,428          82.10     117,246.00                                                                                                                                                                                
 1293  DI H2O FITTINGS 1.72MPA    KG      156,569.45        8.10   1,267,695.95                                                                                                                                                                                
 1259  50MM GS H2O PIPE SCH ***   M            10         166.66       1,666.60                                                                                                                                                                                
 1266  20MM PE H2O TUBE SDR9 ***  M           796.12       31.14      24,790.10                                                                                                                                                                                
 1267  25MM PE H2O TUBE SDR9 ***  M            74.17       58.71       4,354.80                                                                                                                                                                                
 1269  50MM PE H2O TUBE SDR9 ***  M           160          35.86       5,738.20                                                                                                                                                                                
 1302  ***MM CORPORATION STOP     EA            3          45.00         135.00                                                                                                                                                                                
 1303  20MM CORPORATION STOP      EA          371         108.54      40,269.97                                                                                                                                                                                
 1304  25MM CORPORATION STOP      EA           48         127.42       6,116.33                                                                                                                                                                                
 1305  40MM CORPORATION STOP      EA            3         145.00         435.00                                                                                                                                                                                
 1306  50MM CORPORATION STOP      EA           31         240.62       7,459.40                                                                                                                                                                                
 1317  25MM CURB STOP             EA            1         125.00         125.00                                                                                                                                                                                
 1319  50MM CURB STOP             EA            1         167.00         167.00                                                                                                                                                                                
 1326  ***MM GATE V & V BX        EA            5         898.62       4,493.10                                                                                                                                                                                
 1327  50MM GATE V & V BX         EA           16         295.82       4,733.15                                                                                                                                                                                
 1328  100MM GATE V & V BX        EA           13         456.15       5,930.00                                                                                                                                                                                
 1329  150MM GATE V & V BX        EA          256         545.75     139,711.24                                                                                                                                                                                
 1330  200MM GATE V & V BX        EA           68         742.70      50,503.96                                                                                                                                                                                
 1331  250MM GATE V & V BX        EA            2         860.00       1,720.00                                                                                                                                                                                
 1332  300MM GATE V & V BX        EA           53       1,186.02      62,859.26                                                                                                                                                                                
 1312  ***MM BALL VALVE           EA            3         250.00         750.00                                                                                                                                                                                
 1335  ***MM BUTRFLY V & V BX     EA            3       3,300.00       9,900.00                                                                                                                                                                                
 1337  400MM BUTRFLY V & V BX     EA            2       4,150.00       8,300.00                                                                                                                                                                                
 1353  ***MM AIR REL V & MANHOLE  EA            3       2,860.33       8,581.00                                                                                                                                                                                
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 23                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
 ITEM   DESCRIPTION              UNIT     QUANTITY      UNIT BID      $ AMOUNT                                                                                                                                                                                 
                                                                                                                                                                                                                                                               
 1344  ***MM TAPN SLEV V & V BX   EA            1       8,440.00       8,440.00                                                                                                                                                                                
 1346  200MM TAPN SLEV V & V BX   EA            8       2,978.62      23,829.00                                                                                                                                                                                
 1350  *** X ***MM TAPN SLV V BX  EA           18       5,121.30      92,183.40                                                                                                                                                                                
 1308  *** X 20MM TAPPING SADDLE  EA          190         189.23      35,954.65                                                                                                                                                                                
 1310  *** X ***MM TAPPING SADDL  EA          131         163.27      21,387.88                                                                                                                                                                                
 1355  25MM AIR RELEASE ASSEMBLY  EA            3       1,000.00       3,000.00                                                                                                                                                                                
 1361  ***MM BLOW OFF ASSEMBLY    EA           12         884.06      10,608.79                                                                                                                                                                                
 1363  50MM BLOW OFF ASSEMBLY     EA           37       1,024.19      37,895.00                                                                                                                                                                                
 1295  ***MM TRANS COUPLN ******  EA           13       1,003.08      13,040.00                                                                                                                                                                                
 1296  150MM TRANS COUPLN ******  EA           12         733.47       8,801.60                                                                                                                                                                                
 1297  200MM TRANS COUPLN ******  EA           20         632.75      12,655.00                                                                                                                                                                                
 1299  300MM TRANS COUPLN ******  EA           17         697.43      11,856.36                                                                                                                                                                                
 1373  RELOCATE WATER METER       EA          458         358.67     164,271.98                                                                                                                                                                                
 1375  REMOVE WATER METER         EA            1          50.00          50.00                                                                                                                                                                                
 1365  FIRE HYDRANT               EA           93       1,606.83     149,435.50                                                                                                                                                                                
 1369  FIRE HYDRANT EXTENSION     M             5         800.00       4,000.00                                                                                                                                                                                
 1367  RELOCATE FIRE HYDRANT      EA          187       1,244.65     232,750.62                                                                                                                                                                                
 1371  R&STKPILE FIRE HYDRANTS    EA           21         373.81       7,850.00                                                                                                                                                                                
 1407  ***MM PVC SS PIPE SDR 35   M            44         106.00       4,664.00                                                                                                                                                                                
 1408  100MM PVC SS PIPE SDR 35   M         1,177         106.21     125,005.76                                                                                                                                                                                
 1409  150MM PVC SS PIPE SDR 35   M            30         110.00       3,300.00                                                                                                                                                                                
 1410  200MM PVC SS PIPE SDR 35   M         2,155.82      100.58     216,841.30                                                                                                                                                                                
 1412  300MM PVC SS PIPE SDR 35   M         1,663.96       84.06     139,881.35                                                                                                                                                                                
 1414  ***MM PVC FRC MN SS 1.38   M           298.22       54.41      16,225.41                                                                                                                                                                                
 1415  100MM PVC FRC MN SS 1.38   M         1,394.79       54.16      75,550.00                                                                                                                                                                                
 1416  150MM PVC FRC MN SS 1.38   M         1,615.90       25.68      41,493.50                                                                                                                                                                                
 1431  100MM DI SS PIPE CL ****   M            55          92.27       5,075.00                                                                                                                                                                                
 1432  150MM DI SS PIPE CL ****   M            47         175.00       8,225.00                                                                                                                                                                                
 1433  200MM DI SS PIPE CL ****   M         3,508.05      101.39     355,693.94                                                                                                                                                                                
 1434  250MM DI SS PIPE CL ****   M           353.10      127.96      45,183.20                                                                                                                                                                                
 1435  300MM DI SS PIPE CL ****   M           722         146.32     105,641.50                                                                                                                                                                                
 1436  400MM DI SS PIPE CL ****   M             5.50      160.00         880.00                                                                                                                                                                                
 1437  450MM DI SS PIPE CL ****   M           267.50      347.46      92,946.50                                                                                                                                                                                
 1438  600MM DI SS PIPE CL ****   M           299         203.50      60,846.50                                                                                                                                                                                
 1439  750MM DI SS PIPE CL ****   M           690.20      448.27     309,395.00                                                                                                                                                                                
 1420  100MM DI SS PIPE PC 2.41   M           155          98.39      15,250.00                                                                                                                                                                                
 1421  150MM DI SS PIPE PC 2.41   M           108          50.00       5,400.00                                                                                                                                                                                
 1422  200MM DI SS PIPE PC 2.41   M         3,667.62      127.04     465,919.80                                                                                                                                                                                
 1423  250MM DI SS PIPE PC 2.41   M           677.10       89.13      60,350.00                                                                                                                                                                                
 1424  300MM DI SS PIPE PC 2.41   M           516.20      140.00      72,268.00                                                                                                                                                                                
 1425  400MM DI SS PIPE PC ****   M           197         160.00      31,520.00                                                                                                                                                                                
 1426  450MM DI SS PIPE PC ****   M           121.40      188.42      22,874.00                                                                                                                                                                                
 1427  600MM DI SS PIPE PC ****   M           516         235.19     121,360.00                                                                                                                                                                                
 1428  750MM DI SS PIPE PC ****   M            80.60      300.00      24,180.00                                                                                                                                                                                
 1446  ***MM DI FRC MN SS P ****  M            33         150.00       4,950.00                                                                                                                                                                                
 1447  100MM DI FRC MN SS ******  M           101          49.60       5,009.60                                                                                                                                                                                
 1448  150MM DI FRC MN SS ******  M            12.20       68.00         829.60                                                                                                                                                                                
 1441  ***MM DI FRC MN SS P ****  M             9.80      190.00       1,862.00                                                                                                                                                                                
 1442  100MM DI FRC MN SS P 2.41  M           380          48.16      18,300.80                                                                                                                                                                                
 1443  150MM DI FRC MN SS P 2.41  M           341.30      152.70      52,117.10                                                                                                                                                                                
 1444  200MM DI FRC MN SS P 2.41  M           708.58       69.88      49,515.15                                                                                                                                                                                
 1468  DI SS PIPE FITTINGS        KG        5,829.96        8.10      47,233.66                                                                                                                                                                                
 1490  ***MM SS CLEAN-OUT         EA            1         422.28         422.28                                                                                                                                                                                
 1492  SANITARY SEWER CLEAN-OUT   EA          150         230.80      34,620.70                                                                                                                                                                                
 1470  STD 1200MM DIA PC MH 0-2M  EA          182       1,589.03     289,202.80                                                                                                                                                                                
 1471  STD 1500MM DIA PC MH 0-2M  EA           15       2,506.43      37,596.50                                                                                                                                                                                
 1482  STD PC MH WALL 1200MM 2+   M           238.21      512.29     122,035.39                                                                                                                                                                                
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 24                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
 ITEM   DESCRIPTION              UNIT     QUANTITY      UNIT BID      $ AMOUNT                                                                                                                                                                                 
                                                                                                                                                                                                                                                               
 1484  STD PC MH WALL, 1500MM 2+  M            32.23      707.34      22,797.61                                                                                                                                                                                
 1476  SS MH OS DROP ASSEMBLY     M            22.60      786.19      17,768.00                                                                                                                                                                                
 1496  FL OR REMV *** PIPE *****  M2        8,100.50       43.40     351,589.50                                                                                                                                                                                
 1497  FL OR REMV 150 PIPE *****  M2          796.70       35.81      28,533.00                                                                                                                                                                                
 1498  FL OR REMV 200 PIPE *****  M2        2,509.90       29.89      75,026.57                                                                                                                                                                                
 1499  FL OR REMV 250 PIPE *****  M2          231          15.43       3,565.00                                                                                                                                                                                
 1500  FL OR REMV 300 PIPE *****  M2       10,456.03       25.38     265,370.81                                                                                                                                                                                
 1501  FILL/REM ABN 400 PIPE ***  M         1,221.54       71.78      87,677.60                                                                                                                                                                                
 1479  B,P&F ABANDN UTIL MANHOLE  EA          138         852.64     117,665.00                                                                                                                                                                                
 1485  BREAK DOWN & REBUILD MH    EA           70       1,575.72     110,300.80                                                                                                                                                                                
 1487  REMOVE EXISTING MANHOLE    EA           23         714.09      16,424.00                                                                                                                                                                                
 1481  WATERTIGHT MH RING & CVR   EA           20         302.50       6,050.00                                                                                                                                                                                
 1483  BREAK DOWN & CAP MANHOLE   EA            1       1,000.00       1,000.00                                                                                                                                                                                
 1384  ***MM BCCSP NSTBL NCSMT A  M             5         190.00         950.00                                                                                                                                                                                
 1385  ***MM STL NCAS PIPE****OC  M           605.66      216.79     131,300.92                                                                                                                                                                                
 1386  300MM STL NCAS PIPE****OC  M           116.22      100.15      11,639.67                                                                                                                                                                                
 1387  450MM STL NCAS PIPE****OC  M           147.82      172.59      25,512.84                                                                                                                                                                                
 1388  600MM STL NCAS PIPE****OC  M           382.30      195.58      74,769.00                                                                                                                                                                                
 1389  750MM STL NCAS PIPE****OC  M         1,055.70      273.08     288,286.50                                                                                                                                                                                
 1390  900MM STL NCAS PIPE****OC  M         1,326         356.42     472,620.00                                                                                                                                                                                
 1392  ***MM STL NCAS PIPE****BJ  M            97         300.00      29,100.00                                                                                                                                                                                
 1393  300MM STL NCAS PIPE****BJ  M            59         260.00      15,340.00                                                                                                                                                                                
 1394  450MM STL NCAS PIPE****BJ  M            76.35    1,050.00      80,167.50                                                                                                                                                                                
 1395  600MM STL NCAS PIPE****BJ  M           149.50      786.62     117,600.00                                                                                                                                                                                
 1397  900MM STL NCAS PIPE****BJ  M            70         775.00      54,250.00                                                                                                                                                                                
 1401  CL A CONC FOR PIERS        M3           10         606.00       6,060.00                                                                                                                                                                                
 1081  TEMPORARY SILT FENCE       M        80,018           7.38     590,566.95                                                                                                                                                                                
 1078  BRUSH BARRIERS             M           115          20.00       2,300.00                                                                                                                                                                                
 1097  EROS CONTRL STONE CL A     MTN       1,506          36.50      54,969.50                                                                                                                                                                                
 1098  EROS CONTRL STONE CL B     MTN     144,365          30.42   4,391,871.50                                                                                                                                                                                
 1089  SEDIMENT CONTROL STONE     MTN      77,202          26.33   2,032,645.60                                                                                                                                                                                
 1075  TEMPORARY MULCHING         HA        1,985         906.80   1,800,001.76                                                                                                                                                                                
 1059  SEED FOR TEMP SEEDING      KG      100,425           5.51     553,776.01                                                                                                                                                                                
 1060  FERT FOR TEMP SEEDING      MTN         802         506.76     406,423.50                                                                                                                                                                                
 1076  TEMPORARY SLOPE DRAINS     M        32,630          26.64     869,168.00                                                                                                                                                                                
 1077  INLET PROTCN @ TSD'S       EA        2,105         140.69     296,146.81                                                                                                                                                                                
   52  SILT EXCAVATION            M3      875,738           5.86   5,133,895.04                                                                                                                                                                                
 1056  SYNTHETIC ROVING           M2      257,935           1.90     491,120.90                                                                                                                                                                                
 1067  MATTING FOR EROS CONTROL   M2      182,240           1.91     348,257.37                                                                                                                                                                                
 1091  6.4MM HARDWARE CLOTH       M        32,386          11.26     364,801.50                                                                                                                                                                                
 1099  ***MM TEMPORARY PIPE       M         1,066          81.15      86,506.45                                                                                                                                                                                
   53  *** X *** X *** PERF TEE   EA           29       1,842.17      53,422.98                                                                                                                                                                                
   54  *** X *** X *** PERF TEE   EA           28       2,546.29      71,296.06                                                                                                                                                                                
 1085  STILLING BASINS            M3        7,142          22.83     163,063.85                                                                                                                                                                                
 1057  SEEDING & MULCHING         HA        1,998.50    2,515.14   5,026,499.65                                                                                                                                                                                
 1058  MOWING                     HA          914.50       95.81      87,620.96                                                                                                                                                                                
 1061  SEED FOR REPAIR SEEDING    KG       23,850          15.06     359,206.26                                                                                                                                                                                
 1062  FERT FOR REPAIR SEEDING    MTN          71.75      831.87      59,686.74                                                                                                                                                                                
 1063  SEED FOR SUPP SEEDING      KG       55,825           4.38     244,562.01                                                                                                                                                                                
 1065  SODDING                    M2      248,360           5.85   1,454,329.15                                                                                                                                                                                
 1066  WATER                      KL       20,172.42       26.07     525,944.73                                                                                                                                                                                
 1068  FERTILIZER TOPDRESSING     MTN       3,989         313.01   1,248,611.98                                                                                                                                                                                
 1093  IMPERVIOUS DIKE            M         2,187.50       79.10     173,025.00                                                                                                                                                                                
 1095  SPECIALIZED HAND MOWING    HR          552          41.51      22,913.60                                                                                                                                                                                
 1096  RESPONSE FOR EROS CONTRL   EA          956         117.20     112,041.68                                                                                                                                                                                
 1090  CULVERT DIVERSION CHANNEL  M3       29,083           9.84     286,179.80                                                                                                                                                                                
 2516  GLOSSY ABELIA              EA        4,731          15.01      71,004.57                                                                                                                                                                                
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 25                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
 ITEM   DESCRIPTION              UNIT     QUANTITY      UNIT BID      $ AMOUNT                                                                                                                                                                                 
                                                                                                                                                                                                                                                               
 2526  RED MAPLE                  EA            8         150.00       1,200.00                                                                                                                                                                                
 2556  REDBUD                     EA            4         220.00         880.00                                                                                                                                                                                
 2566  FLOWERING DOGWOOD          EA           75         137.07      10,280.00                                                                                                                                                                                
 2646  AMERICAN HOLLY             EA           49         110.00       5,390.00                                                                                                                                                                                
 2670  MOUNTAIN LAUREL            EA           32          22.00         704.00                                                                                                                                                                                
 2692  SOUTHERN MAGNOLIA          EA            6         320.00       1,920.00                                                                                                                                                                                
 2716  WAXMYRTLE                  EA           80          23.30       1,864.00                                                                                                                                                                                
 2766  SCARLET OAK                EA           56         164.86       9,232.00                                                                                                                                                                                
 2772  WILLOW OAK                 EA           34         125.00       4,250.00                                                                                                                                                                                
 2774  NORTHERN RED OAK           EA            9         150.00       1,350.00                                                                                                                                                                                
 2796  BABYLON WEEPING WILLOW     EA           14         140.00       1,960.00                                                                                                                                                                                
 2806  BALDCYPRESS                EA           33         150.00       4,950.00                                                                                                                                                                                
 2823  REFORESTATION              HA          368.37    1,182.08     435,443.75                                                                                                                                                                                
 2825  STREAMBANK REFORESTATION   HA           38.20    4,019.90     153,588.30                                                                                                                                                                                
 2822  WETLAND REFORESTATION      HA            5.01    4,667.82      23,385.80                                                                                                                                                                                
 2834  MULCH FOR PLANTING         M3        7,847          27.44     215,359.62                                                                                                                                                                                
 2836  WATER FOR PLANTING         KL          861          45.45      39,132.66                                                                                                                                                                                
 2837  PLANT BED FUMIGATION       M2       65,176           1.84     119,867.73                                                                                                                                                                                
 2884  TOPSOIL                    M3          150          15.00       2,250.00                                                                                                                                                                                
 1594  1 SECT 200MM SIGNAL HEAD   EA            2         200.00         400.00                                                                                                                                                                                
 1595  1 SECT 300MM SIGNAL HEAD   EA           12         294.00       3,528.00                                                                                                                                                                                
 1599  3 SECT 300MM SIGNAL HEAD   EA           75         515.13      38,635.00                                                                                                                                                                                
 1600  3 SECT COMBO 300MM SIG HD  EA          920         593.93     546,415.00                                                                                                                                                                                
 1611  5 SECT 300MM SIGNAL HEAD   EA           15         804.07      12,061.00                                                                                                                                                                                
 1635  RELOC 3 SECT 300MM SIG HD  EA            1         390.00         390.00                                                                                                                                                                                
 1647  RELOC 5 SECT 300MM SIG HD  EA            1         410.00         410.00                                                                                                                                                                                
 1650  BKPLT 3 SECT 200MM SIG HD  EA            4         100.00         400.00                                                                                                                                                                                
 1651  BKPLT 3 SECT 300MM SIG HD  EA           30         138.87       4,166.00                                                                                                                                                                                
 1663  BKPLT 5 SECT 300MM SIG HD  EA           11         193.54       2,129.00                                                                                                                                                                                
 1699  300MM PEDESTRN SIGNAL HD   EA          162         787.05     127,502.50                                                                                                                                                                                
 1710  SIGN                       EA          280         194.09      54,345.41                                                                                                                                                                                
 1725  12-4 TRAFFIC SIGNAL CABLE  M         2,019           5.61      11,322.70                                                                                                                                                                                
 1726  12-7 TRAFFIC SIGNAL CABLE  M         2,864           5.57      15,949.25                                                                                                                                                                                
 1736  UNDRGRD COMMUNICATN CABLE  M         1,684          12.71      21,397.40                                                                                                                                                                                
 1743  AERIAL COMMUNICATNS CABLE  M         7,764          10.39      80,654.55                                                                                                                                                                                
 1749  9.52MM MESSENGER CABLE     M        19,476           7.55     146,987.75                                                                                                                                                                                
 1750  6.35MM MESSENGER CABLE     M       137,686.80        3.07     423,201.43                                                                                                                                                                                
 1751  AERIAL FIBER OPTIC CABLE   M        10,400.10       11.52     119,858.06                                                                                                                                                                                
 1753  UNDGRD FIBER OPTIC CABLE   M         3,055.30        6.87      20,994.17                                                                                                                                                                                
 1755  INTERCONNECT CENTER        EA           46       2,969.35     136,590.06                                                                                                                                                                                
 1757  SPLICE CABINET             EA            4       1,185.00       4,740.00                                                                                                                                                                                
 1756  2-8 PH CONTRLR & CABINET   EA           69       9,919.95     684,476.55                                                                                                                                                                                
 1764  MODIFY CNTROLER & CABINET  EA            4       2,469.00       9,876.00                                                                                                                                                                                
 1769  FOUNDTN CONTRLR CABNET     EA          126         815.76     102,786.20                                                                                                                                                                                
 1776  BEACON CNTLR ASSEM & CBNT  EA            3       1,052.67       3,158.00                                                                                                                                                                                
 1777  INDUCTIVE LOOP SAWCUT      M        63,036          17.33   1,092,781.09                                                                                                                                                                                
 1782  INDUCT LOOP 1.8 X 1.8M     EA           18         450.00       8,100.00                                                                                                                                                                                
 1794  INDUCT LOOP 1.8 X 18.0MQD  EA           17         975.00      16,575.00                                                                                                                                                                                
 1802  LEAD-IN CABLE              M       127,647           3.11     397,522.70                                                                                                                                                                                
 1805  50MM CONDUIT               M        25,803           6.33     163,385.94                                                                                                                                                                                
 1809  TRENCHING (UNPAVED)        M        31,926           8.70     277,838.90                                                                                                                                                                                
 1810  TRENCHING (PAVED)          M         2,095          58.09     121,702.45                                                                                                                                                                                
 1817  ONE CHNL DETECT UNIT       EA            3         110.00         330.00                                                                                                                                                                                
 1819  TWO CHNL DETECT UNIT       EA          299         274.42      82,052.50                                                                                                                                                                                
 1825  PULL BOX                   EA          719         278.36     200,143.78                                                                                                                                                                                
 1827  OVER-SIZED PULL BOX        EA          190         643.45     122,255.00                                                                                                                                                                                
 1830  WOOD POLE                  EA          446         680.23     303,381.86                                                                                                                                                                                
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 26                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
 ITEM   DESCRIPTION              UNIT     QUANTITY      UNIT BID      $ AMOUNT                                                                                                                                                                                 
                                                                                                                                                                                                                                                               
 1832  25MM RISER W/ WEATHERHEAD  EA          125         232.02      29,003.02                                                                                                                                                                                
 1833  50MM RISER W/ WEATHERHEAD  EA          562         270.67     152,115.83                                                                                                                                                                                
 1835  GUY ASSEMBLY               EA          899         214.01     192,394.60                                                                                                                                                                                
 1828  PEDESTRIAN SIGNL PEDESTAL  EA           20       1,045.50      20,910.00                                                                                                                                                                                
 1837  METAL POLE                 EA          147       3,183.24     467,936.50                                                                                                                                                                                
 1829  LUMINAIRE MASTARM          M            64         100.00       6,400.00                                                                                                                                                                                
 1831  MASTARM                    M         1,279          88.83     113,611.97                                                                                                                                                                                
 1842  RIGID SIGNAL HD MNTG BRKT  EA          216         201.32      43,485.50                                                                                                                                                                                
 1841  RIGID SIGN MNTG BRACKET    EA           67         186.66      12,506.25                                                                                                                                                                                
 1849  FOUNDATION FOR METAL POLE  EA          141       2,237.71     315,517.00                                                                                                                                                                                
 1851  METAL POLE REMOVAL         EA           21         468.95       9,848.00                                                                                                                                                                                
 1852  METAL POLE FOUNDN REMVL    EA           21         629.00      13,209.00                                                                                                                                                                                
 1807  JACKING & BORING           M         1,401          85.01     119,101.50                                                                                                                                                                                
 2272  MOBILIZATION (STRUCTURES)  LS            1      16,500.00      16,500.00                                                                                                                                                                                
 2275  CM&R TEMP STR ***********  LS            4      92,925.00     371,700.00                                                                                                                                                                                
 2277  TEMP RR SHORING ***,*****  LS           14      16,171.43     226,400.00                                                                                                                                                                                
 2278  REMV STR @ ************    LS            7     309,308.57   2,165,160.00                                                                                                                                                                                
 2284  REMV STR @ ************    LS           45      39,360.30   1,771,213.39                                                                                                                                                                                
 2287  REMV STRS @ ************   LS            4      47,735.96     190,943.83                                                                                                                                                                                
 2293  REMV STR @ ************    LS           10      11,695.00     116,950.00                                                                                                                                                                                
 2294  PC RCBC @ ************     LS            1      40,000.00      40,000.00                                                                                                                                                                                
 2297  FNDATION EXCAV             M3        1,135          15.00      17,025.00                                                                                                                                                                                
 2303  FND EXCAV EB ** @ *******  LS           13       7,230.77      94,000.00                                                                                                                                                                                
 2306  FND EXCAV B** @ *********  LS          156      11,214.01   1,749,385.00                                                                                                                                                                                
 2308  ****MM DRILLD PIER NO ROC  M         5,434.32    1,227.42   6,670,196.63                                                                                                                                                                                
 2309  ****MM DRILLD PIER IN ROC  M         1,698.80    3,145.33   5,343,296.20                                                                                                                                                                                
 2310  ****MM DIA PER STL CASING  M         1,880.62      763.47   1,435,789.90                                                                                                                                                                                
 2312  UNCL STR EXCAV             M3       26,841.40       10.45     280,449.45                                                                                                                                                                                
 2314  CULV EXCAV @ ************  LS           96      27,577.76   2,647,465.00                                                                                                                                                                                
 2317  FND COND MATL BOX CULV     MTN      26,126.40       25.92     677,198.88                                                                                                                                                                                
 2323  REINF CONC DECK SLAB       M2      235,067.40      152.88  35,937,868.34                                                                                                                                                                                
 2324  REINF CONC DECK SLAB LTWT  M2        1,835.40      190.00     348,726.00                                                                                                                                                                                
 2325  GROOVING BRIDGE FLOORS     M2      180,303.30        3.73     672,883.70                                                                                                                                                                                
 2329  CL AA CONC, BRIDGE         M3        2,469.10      503.35   1,242,816.30                                                                                                                                                                                
 2330  CL A CONC, BRIDGE          M3       32,925.80      494.46  16,280,524.53                                                                                                                                                                                
 2336  CL A CONC, CULVERT         M3       44,330.20      311.08  13,790,420.97                                                                                                                                                                                
 2339  CL A CONC, RETAINING WALL  M3           47.60      739.45      35,198.00                                                                                                                                                                                
 2342  APPROACH SLABS **********  LS          157      22,195.19   3,484,645.64                                                                                                                                                                                
 2345  REINF STEEL (BRIDGE)       KG    4,684,646           1.01   4,739,252.14                                                                                                                                                                                
 2348  EPOXY CTD REINF STL BRG    KG       43,835           1.50      65,671.30                                                                                                                                                                                
 2354  SPIRAL COL REINF STL STR   KG      591,224           1.91   1,128,610.93                                                                                                                                                                                
 2357  REINF STL CULV             KG    3,775,668           1.13   4,271,299.98                                                                                                                                                                                
 2360  REINF STL RET WALL         KG        3,014           1.34       4,032.00                                                                                                                                                                                
 2363  914MM PRESTR CONC GIRDERS  M           443.69      297.18     131,855.96                                                                                                                                                                                
 2364  1143MM PRESTR CONC GIRDER  M         7,710.37      317.20   2,445,725.87                                                                                                                                                                                
 2365  1372MM PRESTR CONC GIRDER  M        26,392.85      354.29   9,350,845.56                                                                                                                                                                                
 2366  STRUCTURAL STEEL           LS   22,450,005           2.40  53,943,026.55                                                                                                                                                                                
 2383  305MM PRESTR CONC PILES    M         3,714.20      115.91     430,519.50                                                                                                                                                                                
 2386  508MM PRESTR CONC PILES    M           880         101.21      89,064.80                                                                                                                                                                                
 2394  HP310X79 STL PILE          M        72,811.20       74.49   5,423,609.00                                                                                                                                                                                
 2399  HP360X108 STL PILE         M         4,995.40       90.57     452,439.68                                                                                                                                                                                
 2403  STEEL PILE POINTS          EA        1,328         105.63     140,276.16                                                                                                                                                                                
 2400  PAINTING STL PILE *******  LS            3      26,146.00      78,438.00                                                                                                                                                                                
 2429  ONE BAR METAL RAIL         M           373.03      161.94      60,411.14                                                                                                                                                                                
 2432  TWO BAR METAL RAIL         M           955.36      239.94     229,233.46                                                                                                                                                                                
 2435  THREE BAR METAL RAIL       M         2,651.14      292.39     775,160.50                                                                                                                                                                                
 2441  ***MM GALV STL PIPE RAIL   M            15.30      369.25       5,649.53                                                                                                                                                                                
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 27                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
 ITEM   DESCRIPTION              UNIT     QUANTITY      UNIT BID      $ AMOUNT                                                                                                                                                                                 
                                                                                                                                                                                                                                                               
 2444  CONC BARRIER RAIL          M        22,591.62      121.48   2,744,422.80                                                                                                                                                                                
 2445  CONC MEDIAN BARRIER        M           776.07      145.77     113,125.75                                                                                                                                                                                
 2447  ***X****MM CONC PARAPET    M         1,522.70      161.52     245,941.97                                                                                                                                                                                
 2455  100MM SLOPE PROTECTION     M2       85,670          47.99   4,111,679.56                                                                                                                                                                                
 2456  SURFACE PREPARATION I      M2        4,191          10.22      42,849.40                                                                                                                                                                                
 2458  SURFACE PREPARATION IB     M2        8,115           5.00      40,575.00                                                                                                                                                                                
 2459  SURFACE PREPARATION II     M2        2,099.10      181.55     381,092.50                                                                                                                                                                                
 2460  SURFACE PREPARATION III    M2           13.60      444.12       6,040.00                                                                                                                                                                                
 2461  LATEX MOD CONC OVERLAY     M3          156.70    1,100.00     172,370.00                                                                                                                                                                                
 2462  P&F LATEX MOD CONC OVRLAY  M2        3,767.30       10.00      37,673.00                                                                                                                                                                                
 2479  PLAIN RIP RAP II 600MM TK  MTN      41,721          32.37   1,350,468.50                                                                                                                                                                                
 2477  RIP RAP FILTER FABRIC      M2        4,814           7.11      34,218.00                                                                                                                                                                                
 2469  SELF-LUB EXP BEARING ASMB  LS            1     121,494.78     121,494.78                                                                                                                                                                                
 2472  TFE EXPANSION BEARING ASM  LS            1       7,000.00       7,000.00                                                                                                                                                                                
 2473  POT BEARINGS               LS           20      98,036.80   1,960,736.00                                                                                                                                                                                
 2475  ELASTOMERIC BEARINGS       LS           52      15,092.38     784,803.57                                                                                                                                                                                
 2481  EPOXY RESIN INJECTION      M            33.90      100.12       3,394.20                                                                                                                                                                                
 2482  EPOXY MORTAR REPAIR        M2            4       2,385.00       9,540.00                                                                                                                                                                                
 2483  EVAZOTE JOINT SEALS        LS           53      32,759.54   1,736,255.62                                                                                                                                                                                
 2487  EXPANSION JOINT SEALS      LS            8      37,127.02     297,016.16                                                                                                                                                                                
 2488  MODULAR EXP JOINT SEALS    LS            5      34,832.59     174,162.95                                                                                                                                                                                
 2493  ELECT COND SYS **********  LS           50      12,815.26     640,763.16                                                                                                                                                                                
 2496  ELECT COND SYS **********  LS            1       2,597.41       2,597.41                                                                                                                                                                                
 2499  STR DRAIN SYS ***********  LS            3      20,933.33      62,800.00                                                                                                                                                                                
 2502  SELECT BACKF MATERIAL **   MTN       4,877          20.35      99,234.00                                                                                                                                                                                
 2505  914X457PRSTR C CORED SLB   M         1,949.38      275.31     536,694.05                                                                                                                                                                                
 2508  914X533PRSTR C CORED SLB   M         2,388.75      320.95     766,683.24                                                                                                                                                                                
 2510  REINF ERTH WL ******** 1   LS            2     118,951.25     237,902.50                                                                                                                                                                                
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 28                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
      MISC. ITEMS NOT INCLUDED IN ABOVE ITEM LIST.                                                                                                                                                                                                             
                                                                                                                                                                                                                                                               
                       MISC. GRADING        6,532,752.39                                                                                                                                                                                                       
                       MISC. DRAINAGE       1,898,786.44                                                                                                                                                                                                       
                       MISC. PAVING        97,268,957.12                                                                                                                                                                                                       
                       MISC. FENCING          114,422.39                                                                                                                                                                                                       
                       MISC. LANDSCAPING    1,013,169.06                                                                                                                                                                                                       
                       MISC. SIGNS          2,155,022.37                                                                                                                                                                                                       
                       MISC. SIGNALIZATN   14,666,940.26                                                                                                                                                                                                       
                       MISC. LIGHTING           3,300.00                                                                                                                                                                                                       
                       MISC. UTILITIES      9,924,143.31                                                                                                                                                                                                       
                       MISC. RR TRACK          56,300.00                                                                                                                                                                                                       
                       MISC. CULVERTS         884,076.46                                                                                                                                                                                                       
                       MISC. RETAIN WALLS   4,064,933.07                                                                                                                                                                                                       
                       MISC. BRIDGES        7,037,240.74                                                                                                                                                                                                       
                       MISC. OTHER         50,776,019.60                                                                                                                                                                                                       
                       MISC. ELECTRICAL       755,077.10                                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
       TOTALS FOR ALL ITEMS IN EACH WORK GROUP.                                                                                                                                                                                                                
                                                                                                                                                                                                                                                               
                       TOTAL GRADING      178,709,405.73                                                                                                                                                                                                       
                       TOTAL DRAINAGE      46,217,122.92                                                                                                                                                                                                       
                       TOTAL PAVING       274,809,089.78                                                                                                                                                                                                       
                       TOTAL FENCING        3,024,844.52                                                                                                                                                                                                       
                       TOTAL BUILDINGS        483,167.32                                                                                                                                                                                                       
                       TOTAL LANDSCAPING   31,132,825.19                                                                                                                                                                                                       
                       TOTAL SIGNS         12,789,211.72                                                                                                                                                                                                       
                       TOTAL SIGNALIZATN   21,521,422.68                                                                                                                                                                                                       
                       TOTAL LIGHTING       1,806,941.60                                                                                                                                                                                                       
                       TOTAL UTILITIES     25,341,320.65                                                                                                                                                                                                       
                       TOTAL RR TRACK          56,300.00                                                                                                                                                                                                       
                       TOTAL CULVERTS      22,430,008.70                                                                                                                                                                                                       
                       TOTAL RETAIN WALLS   4,342,065.57                                                                                                                                                                                                       
                       TOTAL BRIDGES      181,307,588.94                                                                                                                                                                                                       
                       TOTAL OTHER        101,975,649.35                                                                                                                                                                                                       
                       TOTAL ELECTRICAL    17,680,843.25                                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
                 GRAND TOTAL              923,627,807.92                                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 29                                                                                                                                                                                       
                          AVERAGE UNIT BIDS                                                                                                                                                                                                                    
                                                                                                                                                                                                                                                               
DIVISION 01                                                                                                                                                                                                                                                    
DATE     9901-9912                                                                                                                                                                                                                                             
                                                                                                                                                                                                                                                               
PROPOS T.I.P.   PROJECT   COUNTY         $ TOTAL   JOB  FUND  THOU$    PROJ  DESCRIPTION   WORK TYPES    AREA    CNTY   LOCATION                                                                                                                               
NO/BRK  NO.                                                   /MILE   MILES  NO. CD1 CD2  GDPFSLSLURACWB     DIVS                                                                                                                                              
                                                                                                                                                                                                                                                               
*****  JAN 1999  *****                                                                                                                                                                                                                                         
                                                                                                                                                                                                                                                               
03/01  R-2515  8.T110302  PASQUOTAN 13,558,096.60  RWY  NHF  1,846    7.345   4    0   0    S    C B       1   1  11                                                                                                                                           
03/02  R-2515  8.T110303  PASQUOTAN 17,220,034.19  RWY  DPI  1,703   10.113   4    0   0    S    C B       1   1  11                                                                                                                                           
03/03  R-2515  8.T110302  PASQUOTAN    110,531.38  CLV  NHF           0.000   1    1   1    S    C B       1   1  11    119+06.908-L                                                                                                                           
03/04  R-2515  8.T110302  PASQUOTAN    157,216.04  CLV  NHF           0.008   1    2   6    S    C B       1   1  11    20+12 RAMP W                                                                                                                           
03/05  R-2515  8.T110302  PASQUOTAN    193,997.91  CLV  NHF           0.000   1    2   2    S    C B       1   1  11    150+82.000-L                                                                                                                           
03/06  R-2515  8.T110302  PASQUOTAN    498,258.58  BRG  NHF        N  0.000   2  650  11    S    C B       1   1  11    142+94.639-L                                                                                                                           
03/07  R-2515  8.T110302  PASQUOTAN  1,451,497.66  BRG  NHF        I  0.000   4  667  11    S    C B       1   1  11    153+07.505-L                                                                                                                           
03/08  R-2515  8.T110302  PASQUOTAN    944,443.38  BRG  NHF        I  0.000   2  669  11    S    C B       1   1  11    160+25.332-L                                                                                                                           
03/09  R-2515  8.T110302  PASQUOTAN    363,277.82  BRG  NHF        A  0.037   3  718  15    S    C B       1   1  11    171+38.500-L                                                                                                                           
03/10  R-2515  8.T110302  PASQUOTAN    314,585.82  BRG  NHF        A  0.000   3  718  15    S    C B       1   1  11    171+38.500-L                                                                                                                           
03/11  R-2515  8.T110303  PASQUOTAN  1,394,224.37  BRG  DPI        I  0.122   4  658  11    S    C B       1   1  11    16+87.500-L-                                                                                                                           
03/12  R-2515  8.T110303  PASQUOTAN    517,526.24  BRG  DPI        I  0.065   2  854  11    S    C B       1   1  11    29+75.596-L-                                                                                                                           
03/13  R-2515  8.T110303  PASQUOTAN    698,628.58  BRG  DPI        I  0.087   3  854  14    S    C B       1   1  11    51+09.150-L-                                                                                                                           
03/14  R-2515  8.T110303  PASQUOTAN    698,795.03  BRG  DPI        I  0.000   3  854  14    S    C B       1   1  11    51+09.150-L-                                                                                                                           
                   PROJECT TOTAL =  38,121,113.60   BARNHILL CONTRACTING C                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
                         *****  JAN 1999 TOTAL = $38,121,113.60                                                                                                                                                                                                
                                                                                                                                                                                                                                                               
*****  AUG 1999  *****                                                                                                                                                                                                                                         
                                                                                                                                                                                                                                                               
01/01  R-2551  6.059001B  DARE      10,352,604.04  RWY       3,185    3.250   4    0   0    S U    B       1   1   5                                                                                                                                           
01/02  R-2551  6.059001B  DARE          14,285.59  RWY                0.000   0    0   0    S U    B       1   1   5    COUNTY OF DA                                                                                                                           
01/03  R-2551  6.059001B  DARE           7,812.84  RWY                0.000   0    0   0    S U    B       1   1   5    TOWN OF MANT                                                                                                                           
01/04  R-2551  6.059001B  DARE         572,195.85  BRG             A  0.030   3  718  15    S U    B       1   1   5    25+18.500 LR                                                                                                                           
                   PROJECT TOTAL =  10,946,898.32   BARNHILL CONTRACTING C                                                                                                                                                                                     
                                                                                                                                                                                                                                                               
           *****  AUG 1999 TOTAL = $10,946,898.32                                                                                                                                                                                                              
                                                                                                                                                                                                                                                               
                   GRAND TOTAL   = $49,068,011.92                                                                                                                                                                                                              
                                                                                                                                                                                                                                                               
COST/PROJECT MILE =  $2,330,247.03  TOTAL PROJECT MILES =   21.057                                                                                                                                                                                             
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 30                                                                                                                                                                                       
                          AVERAGE UNIT BIDS                                                                                                                                                                                                                    
                                                                                                                                                                                                                                                               
DIVISION 01                                                                                                                                                                                                                                                    
DATE     9901-9912                                                                                                                                                                                                                                             
                                                                                                                                                                                                                                                               
 ITEM   DESCRIPTION              UNIT     QUANTITY      UNIT BID      $ AMOUNT                                                                                                                                                                                 
                                                                                                                                                                                                                                                               
    1  MOBILIZATION               LS            2   1,220,000.00   2,440,000.00                                                                                                                                                                                
    2  CONSTRUCTION SURVEYING     LS            2     475,000.00     950,000.00                                                                                                                                                                                
    3  FIELD OFFICE               LS            1      35,000.00      35,000.00                                                                                                                                                                                
    7  CLEARING & GRUBBING        LS           27.02   74,019.24   2,000,000.00                                                                                                                                                                                
    8  SUPP CLEARING & GRUBBING   HA            2.40      291.18         698.84                                                                                                                                                                                
   15  UNCLASSIFIED EXCAVATION    M3      163,400           2.63     430,330.00                                                                                                                                                                                
   18  REINF BRG APPR **********  LS           10       9,710.00      97,100.00                                                                                                                                                                                
   19  UNDERCUT EXCAVATION        M3      275,700           4.46   1,231,180.00                                                                                                                                                                                
   29  SELECT GRANULAR MATERIAL   M3       29,000          13.50     391,500.00                                                                                                                                                                                
   31  SOIL STABILIZATION FABRIC  M2      820,700           0.45     372,980.00                                                                                                                                                                                
   32  WICK DRAINS                M2      164,500           1.00     163,870.00                                                                                                                                                                                
   37  BORROW EXCAVATION          M3       50,800          13.50     685,800.00                                                                                                                                                                                
   41  EMB SETTLEMENT GAUGES      EA           16         400.00       6,400.00                                                                                                                                                                                
   45  DRAINAGE DITCH EXCAVATION  M3       64,145           3.92     251,706.00                                                                                                                                                                                
   48  PIPE CLEANOUT              M           385          30.00      11,550.00                                                                                                                                                                                
   60  REMOVAL OF ASPH PAVEM'T    M2       11,710           3.95      46,254.50                                                                                                                                                                                
   63  PROOF ROLLING              HR           81         150.00      12,150.00                                                                                                                                                                                
   77  SELECT MATERIAL II         MTN       1,823           4.60       8,385.80                                                                                                                                                                                
   78  SELECT MATERAIL III        MTN       1,750           9.50      16,625.00                                                                                                                                                                                
   74  FND CONDIT MAT'L MIN STR   MTN       2,671          19.13      51,088.16                                                                                                                                                                                
   88  300MM PLN CONC PIPE CULV   M             8.40       68.90         578.76                                                                                                                                                                                
   89  375MM PLN CONC PIPE CULV   M           108          61.05       6,593.42                                                                                                                                                                                
   90  450MM PLN CONC PIPE CULV   M            27.60       66.30       1,829.88                                                                                                                                                                                
  100  300MM RCP CULV CLASS III   M            48          72.67       3,488.09                                                                                                                                                                                
  101  375MM RCP CULV CLASS III   M         3,164.40       59.27     187,572.29                                                                                                                                                                                
  102  450MM RCP CULV CLASS III   M           405.60       82.34      33,397.03                                                                                                                                                                                
  103  600MM RCP CULV CLASS III   M         1,350          87.93     118,701.29                                                                                                                                                                                
  104  750MM RCP CULV CLASS III   M           248.40      107.00      26,578.80                                                                                                                                                                                
  105  900MM RCP CULV CLASS III   M           235.20      145.00      34,104.00                                                                                                                                                                                
  106  1050MM RCP CULV CLASS III  M            57.60      182.00      10,483.20                                                                                                                                                                                
  120  600MM RCP CULV CLASS IV    M           158.40       90.00      14,256.00                                                                                                                                                                                
  122  900MM RCP CULV CLASS IV    M           172.80      162.00      27,993.60                                                                                                                                                                                
  198  400MM CS PIPE CULV 1.63MM  M            73.20       72.00       5,270.40                                                                                                                                                                                
  234  ***0MM BCCSP A ****        M            55.20      229.11      12,646.80                                                                                                                                                                                
  238  400MM BCCSP A 1.63         M           180          52.50       9,450.00                                                                                                                                                                                
  255  400MM BCCSP B 1.63         M           334.80       70.00      23,436.00                                                                                                                                                                                
  382  400MM BCCSP ELB B 1.63     EA           40         130.00       5,200.00                                                                                                                                                                                
  497  FINE GRADING               LS            2     463,262.50     926,525.00                                                                                                                                                                                
  507  STABILIZER AGGREGATE       MTN         800          22.90      18,320.00                                                                                                                                                                                
  509  AGGREGATE BASE COURSE      MTN       7,315          19.46     142,333.50                                                                                                                                                                                
  530  INCIDENTAL STONE BASE      MTN         850          22.25      18,910.00                                                                                                                                                                                
  538  MILLED RUMBLE STRIPS       M        68,780           0.66      45,738.70                                                                                                                                                                                
  574  ASPH PLT MIX PVMT REPAIR   MTN         532         106.28      56,540.00                                                                                                                                                                                
  657  RIGHT OF WAY MARKERS       EA          274          85.00      23,290.00                                                                                                                                                                                
  659  PIPE REMOVAL               M         1,316.40       15.04      19,801.38                                                                                                                                                                                
  662  SUBDRAIN EXCAVATION        M3        1,114           3.58       3,986.20                                                                                                                                                                                
  663  SUBDR FINE AGGREGATE       M3          210          32.70       6,867.00                                                                                                                                                                                
  665  150MM PERF SUBDR PIPE      M           500           6.56       3,280.00                                                                                                                                                                                
  668  150MM SUBDR PIPE Y,T,&L'S  EA           15           4.00          60.00                                                                                                                                                                                
  670  CONC PAD FOR SUBDRN OUTLT  EA            4         100.00         400.00                                                                                                                                                                                
  672  150MM OUTLET PIPE (SD)     M            24          26.47         635.20                                                                                                                                                                                
  690  300MM FUNNEL DRAIN ELBOWS  EA           17         125.00       2,125.00                                                                                                                                                                                
  694  CONC EWALLS CLASS A        M3           38.90      900.00      35,010.00                                                                                                                                                                                
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
                                                                                                                                                                                                                                                               
              NORTH CAROLINA DEPARTMENT OF TRANSPORTATION        PAGE 31                                                                                                                                                                                       
                                                                                                                                                                                                                                                               
 ITEM   DESCRIPTION              UNIT     QUANTITY      UNIT BID      $ AMOUNT                                                                                                                                                                                 
                                                                                                                                                                                                                                                               
  695  CONC EWALLS CLASS B        M3           63.80      900.00      57,420.00                                                                                                                                                                                
  698  REINFORCING STEEL, EWALL   KG        1,670           2.15       3,590.50                                                                                                                                                                                
  700  PIPE COLLARS               M3            8.68      700.00       6,076.00                                                                                                                                                                                
  702  PIPE PLUGS                 M3            0.36    3,806.94       1,370.50                                                                                                                                                                                
  701  FLOWABLE FILL              M3            5.70      235.00       1,339.50                                                                                                                                                                                
  706  MASONRY DRAINAGE STRS      EA          127         970.08     123,200.00                                                                                                                                                                                
  720  FRM & GRT STD 840.****     EA            4         220.00         880.00                                                                                                                                                                                
  724  FRM GRT&HD STD 840.03****  EA           40         315.00      12,600.00                                                                                                                                                                                
  734  FRM & 2GRTS STD 840.20     EA            1         250.00         250.00                                                                                                                                                                                
  738  FRM & 2GRTS STD 840.22     EA           68         250.00      17,000.00                                                                                                                                                                                
  742  FRM & 2GRTS STD 840.24     EA            8         275.00       2,200.00                                                                                                                                                                                
  750  FABR STL GRT STD 840.****  EA           19         540.00      10,260.00                                                                                                                                                                                
  768  *** X ***MM CONC CURB      M            60          65.62       3,937.20                                                                                                                                                                                
  772  750MM CONC CURB & GUTTER   M         1,650          50.85      83,902.50                                                                                                                                                                                
  776  SHLDR BERM GUTTER          M         2,584          34.00      87,856.00                                                                                                                                                                                
  791  CONC WHEELCHAIR RAMPS      M2          120          47.84       5,740.80                                                                                                                                                                                
  793  150MM CONC DRIVEWAY        M2          690          45.45      31,360.50                                                                                                                                                                                
  795  100MM CONC PAVED DITCH     M2           17          45.00         765.00                                                                                                                                                                                
  806  150MM MONOLITHIC CONC ISL  M2          364          44.95      16,360.50                                                                                                                                                                                
  863  STL BM GRDRAIL             M         7,669.53       37.75     289,524.76                                                                                                                                                                                
  864  STL BM GRDRAIL SHOP CURV   M            53.34       39.00       2,080.26                                                                                                                                                                                
  873  ADDIT GRDRAIL POSTS        EA           10          40.00         400.00                                                                                                                                                                                
  875  GRDRAIL ANCHOR **********  EA           37       1,921.62      71,100.00                                                                                                                                                                                
  876  GRDRAIL ANCHOR **********  EA            3       1,600.00       4,800.00                                                                                                                                                                                
  879  GRDRAIL ANCHOR AT-1        EA            2         600.00       1,200.00                                                                                                                                                                                
  891  GRDRAIL ANCHOR CAT-1       EA            7         700.00       4,900.00                                                                                                                                                                                
  914  GRDRAIL ANCHOR XIII        EA           14         600.00       8,400.00                                                                                                                                                                                
  920  REMOVE GUARDRAIL           M           210           3.30         693.00                                                                                                                                                                                
  933  WW WIRE FENCE 1200MM FABR  M        34,917           3.80     132,684.60                                                                                                                                                                                
  996  WOVEN WIRE FENCE RESET     M           400           4.60       1,840.00                                                                                                                                                                                
 1008  PLN RIP RAP CL I           MTN         962          45.50      43,771.00                                                                                                                                                                                
 1054  PLN RIP RAP, CLASS B       MTN         170          57.10       9,707.00                                                                                                                                                                                
   43  FILTER FABRIC FOR DRAINGE  M2          200           5.38       1,076.00                                                                                                                                                                                
 1100  DEMOLIT OF BLDG ITEM ****  LS            7           1.00           7.00                                                                                                                                                                                
 1523  RC SIGN FOOTINGS           M3            6         800.00       4,800.00                                                                                                                                                                                
 1524  PLN CONC SIGN FOOTINGS     M3            3         750.00       2,250.00                                                                                                                                                                                
 1526  BRKWY STL BEAM SIGN SUPPT  KG        4,183           5.00      20,915.00                                                                                                                                                                                
 1528  4.5KG STEEL U-CHNL POST    M           465          20.00       9,300.00                                                                                                                                                                                
 1531  TYPE A SIGNS, ERECTION     EA            4         400.00       1,600.00                                                                                                                                                                                
 1532  TYPE B SIGNS, ERECTION     EA           12         300.00       3,600.00                                                                                                                                                                                
 1533  TYPE D SIGNS, ERECTION     EA           18         100.00       1,800.00                                                                                                                                                                                
 1534  TYPE E SIGNS, ERECTION     EA          177          81.07      14,350.00                                                                                                                                                                                
 1535  TYPE F SIGNS, ERECTION     EA           55         108.00       5,940.00                                                                                                                                                                                
 1539  OVERHEAD SIGN ASSMBLY ***  LS            6      51,844.00     311,064.00                                                                                                                                                                                
 1542  LITE SYS OVERHD SIGN ***   LS            6       4,562.00      27,372.00                                                                                                                                                                                
 1592  R&D SIGN & U POST          EA           54           8.67         468.00                                                                                                                                                                                
 1590  BARR SIGN SUPPORT ASSMBLY  EA            1         150.00         150.00                                                                                                                                                                                
 2199  WORK ZONE SIGNS (STAT)     M2           29.60      166.85       4,938.76                                                                                                                                                                                
 2249  WORK ZONE SIGNS (PORT)     M2           74.64      114.92       8,577.89                                                                                                                                                                                
 2205  WORK ZONE SIGNS (BARRICAD  M2           19.20       69.01       1,325.04                                                                                                                                                                                
 2214  FLASHING ARROW PANELS      EA            7       1,625.00      11,375.00                                                                                                                                                                                
 2245  CHANGEABLE MESSAGE SIGNS   EA            2      20,000.00      40,000.00                                                                                                                                                                                
 2208  DRUMS                      EA          852          50.30      42,860.00