This bidtabs sheet is in Metric units. The English Units version is also available.
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