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 9701-9712
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 1997 *****
01/01 B-2839 8.1311601 JOHNSTON 206,915.08 RWY BRS 784 0.264 2 0 0 B 2 4 31
01/02 B-2839 8.1311601 JOHNSTON 366,758.82 BRG BRS A 0.056 4 721 15 B 2 4 31 13+17.500-L-
PROJECT TOTAL = 573,673.90 S. T. WOOTEN CORPORATI
02/01 B-2135 8.1360601 FRANKLIN 193,267.56 RWY BRS 1,007 0.192 2 612 0 B 2 5 36
02/02 B-2135 8.1360601 FRANKLIN 491,037.13 BRG BRS Q 0.042 3 721 15 B 2 5 36 13+70.500 -L
PROJECT TOTAL = 684,304.69 S. T. WOOTEN CORPORATI
03/01 B-1336 8.1580201 RICHMOND 446,045.61 RWY BRS 832 0.536 2 614 0 L B 2 8 58
03/02 B-1336 8.1580201 RICHMOND 490,709.44 BRG BRS Q 0.044 3 721 15 L B 2 8 58 13+73.500-L-
PROJECT TOTAL = 936,755.05 HIGHWAY CONSTRUCTORS,
04/01 B-2642 8.2000201 TRANSYLVA 158,533.46 RWY BRZ 475 0.334 2 614 0 B 4 14 100
04/02 B-2642 8.2000201 TRANSYLVA 361,756.83 BRG BRZ Q 0.048 3 721 15 B 4 14 100 12+36.70-L1-
PROJECT TOTAL = 520,290.29 ASHEVILLE DIVISION,
05/01 B-2617 8.2632501 ROWAN 217,295.04 RWY BRZ 468 0.464 2 0 0 L B 2 9 63
05/02 B-2617 8.2632501 ROWAN 336,235.74 BRG BRZ Q 0.035 3 736 15 L B 2 9 63 12+50.00-L-R
PROJECT TOTAL = 553,530.78 CROWDER CONSTRUCTION C
06/01 B-2636 8.2640301 STOKES 440,140.14 RWY BRZ 1,472 0.299 2 614 0 C 2 9 64
06/02 B-2636 8.2640301 STOKES 322,030.75 CLV BRZ 0.011 1 3 9 C 2 9 64 11+40 -L-
PROJECT TOTAL = 762,170.89 SMITH-ROWE, INC.
07/01 B-2606 8.2980201 POLK 139,346.35 RWY BRZ 450 0.310 2 0 0 C 3 14 98
07/02 B-2606 8.2980201 POLK 115,592.92 CLV BRZ 0.010 1 3 3 C 3 14 98 12+66.000L
PROJECT TOTAL = 254,939.27 ASHEVILLE DIVISION,
***** JAN 1997 TOTAL = $4,285,664.87
***** FEB 1997 *****
01/01 B-2511 8.1010702 BERTIE 1,185,850.27 RWY BRN 1,175 1.009 2 0 0 LS U B 1 1 1
01/02 B-2511 8.1010702 BERTIE 806,811.42 BRG BRN A 0.091 6 721 15 LS U B 1 1 1 5+41.000 -L-
PROJECT TOTAL = 1,992,661.69 CAROLINA BRIDGE COMPAN
05/01 U-2512 8.1673503 MECKLENBG 1,228,240.19 RWY STP 1,785 0.688 6 0 0 C 2 10 67
05/02 U-2512 8.1673503 MECKLENBG 9,815.50 RWY STP 0.000 0 0 0 C 2 10 67 CMUD
05/03 U-2512 8.1673503 MECKLENBG 211,191.55 CLV STP 0.012 1 203 2 C 2 10 67 162+53.000-L
PROJECT TOTAL = 1,449,247.24 FEREBEE CORPORATION
06/01 I-306C 8.T351206 DURHAM 847,757.62 RWY IMF 990 0.856 3 628 0 S 2 5 35
06/02 I-306C 8.T351206 DURHAM 4,747.00 RWY IMF 0.000 0 0 0 S 2 5 35 DURHAM COST
PROJECT TOTAL = 852,504.62 NELLO L. TEER COMPANY
09/01 B-2811 8.2480301 CASWELL 196,954.36 RWY BRZ 531 0.371 2 0 0 C 2 7 48
09/02 B-2811 8.2480301 CASWELL 240,623.83 CLV BRZ 0.009 1 3 6 C 2 7 48 12+80.500-L-
PROJECT TOTAL = 437,578.19 ROY N. FORD COMPANY, I
10/01 B-2812 8.2480401 CASWELL 170,855.05 RWY BRZ 492 0.347 2 0 0 C 2 7 48
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
10/02 B-2812 8.2480401 CASWELL 195,532.10 CLV BRZ 0.013 1 3 3 C 2 7 48 12+26.000-L-
PROJECT TOTAL = 366,387.15 ROY N. FORD COMPANY, I
11/01 B-2549 8.2610301 DAVIE 168,843.56 RWY BRZ 744 0.227 2 0 0 C B 2 9 61
11/02 B-2549 8.2610301 DAVIE 141,266.50 CLV BRZ 0.013 1 3 2 C B 2 9 61 11+65.000-L-
PROJECT TOTAL = 310,110.06 CARTER - COUGHENOUR, I
12/01 B-2560 8.2622901 FORSYTH 422,759.31 RWY BRZ 3,355 0.126 1 0 0 L C B 2 9 62
12/02 B-2560 8.2622901 FORSYTH 171,875.90 CLV BRZ 0.014 1 4 2 L C B 2 9 62 12+75.00-L-
PROJECT TOTAL = 594,635.21 JIMMY R. LYNCH & SONS,
13/01 U-2813 9.8011416 NORTHAMPT 676,013.40 RWY 914 0.740 2 0 0 L 2 1 10
PROJECT TOTAL = 676,013.40 ROSE BROTHERS PAVING C
***** FEB 1997 TOTAL = $6,679,137.56
***** MAR 1997 *****
01/01 R-2425 8.1402105 WAKE 8,225,854.46 RWY STP 3,702 2.222 4 682 1 LSLU CWB 2 5 40 INTERCHANGE
01/02 R-2425 8.1402105 WAKE 176,233.25 RWY STP 0.000 0 0 0 LSLU CWB 2 5 40 RALEIGH COST
01/03 R-2425 8.1402105 WAKE 143,553.40 CLV STP 0.000 1 1 1 LSLU CWB 2 5 40 2+529.000-LR
01/04 R-2425 8.1402105 WAKE 227,000.00 WAL STP 0.000 1 0 0 LSLU CWB 2 5 40 1+312.033LEF
01/05 R-2425 8.1402105 WAKE 146,000.00 WAL STP 0.000 1 0 0 LSLU CWB 2 5 40 1+312.033RIG
01/06 R-2425 8.1402105 WAKE 1,191,140.60 BRG STP A 0.063 1 588 11 LSLU CWB 2 5 40 1+312.033-LR
PROJECT TOTAL = 10,109,781.71 S. T. WOOTEN CORPORATI
02/01 B-2821 8.1601101 DAVIDSON 716,620.72 RWY BRS 1,819 0.394 2 0 0 LS U B 2 9 60
02/02 B-2821 8.1601101 DAVIDSON 1,183.91 RWY BRS 0.000 0 0 0 LS U B 2 9 60 DAVDSON COST
02/03 B-2821 8.1601101 DAVIDSON 256,041.00 BRG BRS A 0.026 1 754 15 LS U B 2 9 60 13+61.500 -L
PROJECT TOTAL = 973,845.63 S. T. WOOTEN CORPORATI
03/01 B-2567 8.2450701 HARNETT 189,553.51 RWY BRS 992 0.191 2 0 0 B 2 6 45
03/02 B-2567 8.2450701 HARNETT 394,158.74 BRG BRS Q 0.058 4 721 15 B 2 6 45 12+70.425-L-
PROJECT TOTAL = 583,712.25 C. C. MANGUM, INC.
04/01 B-2628 8.2680701 STANLY 155,643.47 RWY BRZ 731 0.213 2 0 0 B 2 10 68
04/02 B-2628 8.2680701 STANLY 226,483.96 BRG BRZ M 0.036 3 721 15 B 2 10 68 11+32.976-L1
PROJECT TOTAL = 382,127.43 CROWDER CONSTRUCTION C
05/01 B-2630 8.2680901 STANLY 276,152.11 RWY BRZ 785 0.352 2 0 0 U C 2 10 68
05/02 B-2630 8.2680901 STANLY 238,857.20 CLV BRZ 0.013 1 3 3 U C 2 10 68 11+99.000-L1
PROJECT TOTAL = 515,009.31 DAVIE GRADING, INC.
06/01 B-2646 8.2691101 UNION 260,365.96 RWY BRS 576 0.452 2 0 0 B 2 10 69
06/02 B-2646 8.2691101 UNION 317,293.85 BRG BRS Q 0.034 3 836 15 B 2 10 69 1+321.800-L-
PROJECT TOTAL = 577,659.81 CROWDER CONSTRUCTION C
07/01 B-2841 8.2311401 JOHNSTON 161,528.40 RWY BRZ 950 0.170 2 0 0 C 2 4 31
07/02 B-2841 8.2311401 JOHNSTON 112,250.00 CLV BRZ 0.010 1 3 1 C 2 4 31 11+10.500L
PROJECT TOTAL = 273,778.40 C. C. MANGUM, INC.
09/01 R-2562 6.429002T BLADEN 7,125,250.91 RWY 829 8.598 4 614 0 1 6 42
PROJECT TOTAL = 7,125,250.91 BROWN & ROOT, INC.
10/01 R-2826 9.8050732 WAKE 2,549,337.78 RWY 851 2.994 2 614 0 S C 2 5 40
10/02 R-2826 9.8050732 WAKE 135,082.47 RWY 0.000 0 0 0 S C 2 5 40 FUQUAY-VARIN
10/03 R-2826 9.8050732 WAKE 196,134.20 CLV 0.009 1 3 5 S C 2 5 40 18+77.2 -L-R
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
10/04 R-2826 9.8050732 WAKE 68,787.00 CLV 0.000 1 2 1 S C 2 5 40 13+98.0 -Y2-
PROJECT TOTAL = 2,949,341.45 S. T. WOOTEN CORPORATI
11/01 U-2411 9.8070746 ALAMANCE 1,866,966.55 RWY 1,414 1.320 2 614 0 S 2 7 47
PROJECT TOTAL = 1,866,966.55 THOMPSON-ARTHUR PAVING
***** MAR 1997 TOTAL = $25,357,473.45
***** APR 1997 *****
01/01 B-2573 8.1951001 HENDERSON 412,825.28 RWY BRS 1,819 0.227 2 612 0 LS U B 4 14 95
01/02 B-2573 8.1951001 HENDERSON 917,168.42 BRG BRS Q 0.059 3 636 15 LS U B 4 14 95 11+72.000 -L
PROJECT TOTAL = 1,329,993.70 TAYLOR & MURPHY CONSTR
02/01 B-2850 8.2320701 NASH 216,930.71 RWY BRZ 1,226 0.177 2 0 0 SLS U B 2 4 32 -L-10+60-12+
02/02 B-2850 8.2320701 NASH 340,001.07 BRG BRZ Q 0.043 3 721 15 SLS U B 2 4 32 11+54.414 -L
PROJECT TOTAL = 556,931.78 DELLINGER, INC.
04/01 U-2804 8.2403703 WAKE 2,052,048.57 RWY STP 2,109 0.973 5 0 0 SLSLU 2 5 40
04/02 U-2804 8.2403703 WAKE 22,649.00 RWY STP 0.000 0 0 0 SLSLU 2 5 40 TOWN OF CARY
PROJECT TOTAL = 2,074,697.57 REA CONSTRUCTION COMPA
05/01 B-2817 8.2800901 CLEVELAND 303,648.77 RWY BRZ 539 0.563 2 0 0 C 3 12 80
05/02 B-2817 8.2800901 CLEVELAND 180,366.20 CLV BRZ 0.016 1 4 2 C 3 12 80 13+95.70-L-R
PROJECT TOTAL = 484,014.97 MILLER ENGINEERING CO.
06/01 R-2908 6.951016 HENDERSON 2,372,656.45 RWY 1,474 1.610 2 0 0 C B 4 14 95
06/02 R-2908 6.951016 HENDERSON 12,792.60 RWY 0.000 0 0 0 C B 4 14 95 HENDE COST
06/03 R-2908 6.951016 HENDERSON 124,020.90 CLV 0.007 1 202 1 C B 4 14 95 20+57.860-L-
PROJECT TOTAL = 2,509,469.95 PAVING ENTERPRISES, IN
***** APR 1997 TOTAL = $6,955,107.97
***** MAY 1997 *****
01/01 B-2641 8.1000501 TRANSYLVA 818,232.70 RWY BRS 1,411 0.580 2 0 0 SLS U B 4 14 100
01/02 B-2641 8.1000501 TRANSYLVA 816,781.50 BRG BRS Q 0.080 3 854 15 SLS U B 4 14 100 13+20.000-L-
01/03 B-2641 8.1000501 TRANSYLVA 15,000.00 BRG BRS 0.000 0 0 0 SLS U B 4 14 100 CITIZENS TEL
PROJECT TOTAL = 1,650,014.20 TAYLOR & MURPHY CONSTR
03/01 B-2176 8.2402002 WAKE 696,635.85 RWY BRS 1,814 0.384 2 612 0 L U C 2 5 40
03/02 B-2176 8.2402002 WAKE 24,148.00 RWY BRS 0.000 0 0 0 L U C 2 5 40 RALEIGH COST
03/03 B-2176 8.2402002 WAKE 170,179.80 CLV BRS 0.006 1 2 2 L U C 2 5 40 12+09.400-L-
PROJECT TOTAL = 890,963.65 NELLO L. TEER COMPANY
04/01 B-2866 8.2590201 SCOTLAND 281,350.22 RWY BRS 2,131 0.132 2 0 0 B 2 8 59
04/02 B-2866 8.2590201 SCOTLAND 503,332.98 BRG BRS A 0.088 6 721 15 B 2 8 59 11+39.500-LR
PROJECT TOTAL = 784,683.20 DELLINGER, INC.
06/01 B-2869 8.2691901 UNION 222,411.74 RWY BRZ 1,069 0.208 2 0 0 S U C 2 10 69
06/02 B-2869 8.2691901 UNION 131,680.80 CLV BRZ 0.008 1 2 2 S U C 2 10 69 12+00.500-L-
PROJECT TOTAL = 354,092.54 BOGGS PAVING, INC.
07/01 B-2837 8.2951101 HENDERSON 485,865.98 RWY BRS 818 0.594 2 0 0 C B 4 14 95
07/02 B-2837 8.2951101 HENDERSON 60,883.40 CLV BRS 0.000 1 1 2 C B 4 14 95 12+36.00-LRE
07/03 B-2837 8.2951101 HENDERSON 296,636.02 BRG BRS A 0.044 4 721 15 C B 4 14 95 13+26.50-LRE
PROJECT TOTAL = 843,385.40 TAYLOR & MURPHY CONSTR
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
08/01 R-512D 6.589006T RICHMOND 13,322,459.58 RWY 2,803 4.753 4 664 0 L L B 2 8 58
08/02 R-512D 6.589006T RICHMOND 154,612.00 CLV 0.000 1 1 11 L L B 2 8 58 158+55.500-L
08/03 R-512D 6.589006T RICHMOND 428,863.71 BRG I 0.000 2 648 11 L L B 2 8 58 147+70.663-L
08/04 R-512D 6.589006T RICHMOND 696,242.46 BRG I 0.000 2 648 11 L L B 2 8 58 164+37.788-L
08/05 R-512D 6.589006T RICHMOND 462,376.00 BRG I 0.051 3 845 12 L L B 2 8 58 171+29.505 W
08/06 R-512D 6.589006T RICHMOND 547,199.80 BRG I 0.000 3 845 12 L L B 2 8 58 171+26.337 E
08/07 R-512D 6.589006T RICHMOND 266,758.12 BRG A 0.033 1 550 11 L L B 2 8 58 175+13.258 L
08/08 R-512D 6.589006T RICHMOND 279,770.31 BRG A 0.000 1 550 11 L L B 2 8 58 175+21.125 R
08/09 R-512D 6.589006T RICHMOND 613,078.00 BRG A 0.079 3 854 15 L L B 2 8 58 179+30.469 L
08/10 R-512D 6.589006T RICHMOND 605,801.00 BRG A 0.000 3 854 15 L L B 2 8 58 179+06.594 R
PROJECT TOTAL = 17,377,160.98 BLYTHE CONSTRUCTION, I
10/01 B-3046 8.1640801 STOKES 583,057.31 RWY BRS 812 0.718 2 0 0 2 9 64
10/02 B-3046 8.1640801 STOKES 185,078.00 CLV BRS 0.012 1 3 3 2 9 64 14+76.000-L-
PROJECT TOTAL = 768,135.31 SMITH-ROWE, INC.
11/01 W-3410 8.7307006 HERTFORD 511,933.20 RWY STP 762 0.672 2 0 0 1 1 7
PROJECT TOTAL = 511,933.20 ROSE BROTHERS PAVING C
***** MAY 1997 TOTAL = $23,180,368.48
***** JUN 1997 *****
01/01 B-2855 8.1221601 PITT 136,051.47 RWY BRS 712 0.191 2 0 0 C 1 2 22
01/02 B-2855 8.1221601 PITT 187,530.00 CLV BRS 0.009 1 102 2 C 1 2 22 11+00.000 L
PROJECT TOTAL = 323,581.47 S. T. WOOTEN CORPORATI
04/01 B-2018 8.2430201 COLUMBUS 1,376,490.81 RWY BRS 701 1.963 2 0 0 B 1 6 43
04/02 B-2018 8.2430201 COLUMBUS 627,712.49 BRG BRS A 0.055 4 736 15 B 1 6 43 12+93.965 LR
04/03 B-2018 8.2430201 COLUMBUS 247,608.14 BRG BRS A 0.032 3 718 15 B 1 6 43 16+87.600 -L
04/04 B-2018 8.2430201 COLUMBUS 274,368.40 BRG BRS A 0.036 3 721 15 B 1 6 43 22+24.931 -L
04/05 B-2018 8.2430201 COLUMBUS 361,349.69 BRG BRS A 0.032 3 718 15 B 1 6 43 28+62.430 -L
PROJECT TOTAL = 2,887,529.53 CAROLINA BRIDGE COMPAN
05/01 B-2823 8.2603301 DAVIDSON 984,803.86 RWY BRS 1,978 0.498 2 0 0 S S U 2 9 60
05/02 B-2823 8.2603301 DAVIDSON 210,622.98 RWY BRS 211 1.000 0 0 0 S S U 2 9 60 THOMASVILLE
PROJECT TOTAL = 1,195,426.84 LARCO CONST. CO., A DI
06/01 B-2822 8.2603401 DAVIDSON 199,895.57 RWY BRZ 635 0.315 2 0 0 SLS U B 2 9 60
06/02 B-2822 8.2603401 DAVIDSON 306,689.78 BRG BRZ Q 0.040 3 721 15 SLS U B 2 9 60 12+99.750 -L
PROJECT TOTAL = 506,585.35 DANE CONSTRUCTION, INC
07/01 W-3430 8.7301001 BERTIE 249,740.67 RWY STP 568 0.440 2 0 0 1 1 1
PROJECT TOTAL = 249,740.67 ROSE BROTHERS PAVING C
***** JUN 1997 TOTAL = $5,162,863.86
***** JUL 1997 *****
01/02 R-2000 8.U401707 WAKE 17,087,734.58 RWY NHF 3,568 4.789 6 604 0 LSLU CWB 2 5 40
01/03 R-2000 8.2401724 WAKE 24,022.14 RWY STP 0.000 2 0 0 LSLU CWB 2 5 40 RALEIGH COST
01/04 R-2000 8.U401707 WAKE 25,432.18 RWY NHF 0.000 2 0 0 LSLU CWB 2 5 40 RALEIGH COST
01/05 R-2000 8.U401707 WAKE 22,384.56 RWY NHF 0.000 2 0 0 LSLU CWB 2 5 40 HEATER UTILI
01/06 R-2000 8.U401707 WAKE 298,829.85 CLV NHF 0.000 1 1 10 LSLU CWB 2 5 40 258+10.000
01/07 R-2000 8.U401707 WAKE 222,366.38 CLV NHF 0.000 1 1 8 LSLU CWB 2 5 40 283+78.000
01/08 R-2000 8.U401707 WAKE 403,484.65 WAL NHF 0.000 2 0 0 LSLU CWB 2 5 40 262+68.261-L
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
01/09 R-2000 8.U401707 WAKE 1,428,433.41 BRG NHF I 0.000 2 854 11 LSLU CWB 2 5 40 262+68.261-L
01/10 R-2000 8.U401707 WAKE 511,764.52 BRG NHF I 0.000 2 863 11 LSLU CWB 2 5 40 292+46.026LR
PROJECT TOTAL = 20,024,452.27 BROWN & ROOT, INC.
02/01 U-2542 8.1200401 LENOIR 6,852,636.12 RWY STP 1,338 5.120 5 632 0 S UR C 1 2 20
02/02 U-2542 8.1200401 LENOIR 468,950.16 RWY STP 0.000 0 0 0 S UR C 1 2 20 KINSTON COST
02/03 U-2542 8.1200401 LENOIR 102,916.30 CLV STP 0.000 1 201 1 S UR C 1 2 20 1+286.750-Y-
PROJECT TOTAL = 7,424,502.58 LANIER CONSTRUCTION CO
03/01 B-2807 8.1231101 BRUNSWICK 186,840.96 RWY BRS 1,221 0.153 2 612 0 S C 1 3 23
03/02 B-2807 8.1231101 BRUNSWICK 234,972.00 CLV BRS 0.007 1 2 2 S C 1 3 23 10+75.500-L
PROJECT TOTAL = 421,812.96 DELLINGER, INC.
04/01 U-2733 8.1251101 NEW HANOV 4,949,947.85 RWY STP 1,453 3.407 5 0 0 S 1 3 25
04/03 U-2733 8.1251101 NEW HANOV 236,698.60 CLV STP 0.006 1 2 2 S 1 3 25 114+84.5-L-R
PROJECT TOTAL = 5,186,646.45 BARRUS CONSTRUCTION CO
05/01 B-2871 8.2404101 WAKE 446,704.03 RWY BRS 1,029 0.434 2 614 0 SLS 2 5 40
05/02 B-2871 8.2404101 WAKE 376,174.16 BRG BRS A 0.033 3 721 15 SLS 2 5 40 13+07.264-EL
PROJECT TOTAL = 822,878.19 SANFORD CONTRACTORS, I
06/01 B-2808 8.2662201 CABARRUS 556,125.77 RWY MA 1,067 0.521 2 0 0 S B 2 10 66
06/02 B-2808 8.2662201 CABARRUS 97,378.50 RWY MA 0.000 0 0 0 S B 2 10 66 CONCORD
06/03 B-2808 8.2662201 CABARRUS 628,702.04 BRG MA Q 0.103 5 799 15 S B 2 10 66 12+07.69LREV
06/04 B-2808 8.2662201 CABARRUS 50,000.00 BRG MA 0.000 0 0 0 S B 2 10 66 TOWN OF CANT
PROJECT TOTAL = 1,332,206.31 CROWDER CONSTRUCTION C
07/01 B-2629 8.2680601 STANLY 123,877.06 RWY MA 639 0.194 2 612 0 C 2 10 68
07/02 B-2629 8.2680601 STANLY 192,202.50 CLV MA 0.016 1 4 2 C 2 10 68 12+26.078-L-
PROJECT TOTAL = 316,079.56 DANE CONSTRUCTION, INC
08/01 B-2649 8.2691501 UNION 389,959.60 RWY MA 503 0.776 2 0 0 C 2 10 69
08/02 B-2649 8.2691501 UNION 132,392.08 CLV MA 0.009 1 3 2 C 2 10 69 12+62.000 LR
PROJECT TOTAL = 522,351.68 CROWDER CONSTRUCTION C
12/01 R-2219 6.529007T CHATHAM 6,518,605.10 RWY 1,252 5.208 4 0 0 S C B 2 8 52
12/02 R-2219 6.529007T CHATHAM 107,383.98 CLV 0.000 1 1 6 S C B 2 8 52 38+57.606-L
12/03 R-2219 6.529007T CHATHAM 21,244.83 CLV 0.000 1 201 6 S C B 2 8 52 13+62.760FLY
12/04 R-2219 6.529007T CHATHAM 512,655.43 BRG I 0.000 2 660 11 S C B 2 8 52 40+80.812-L
12/05 R-2219 6.529007T CHATHAM 909,394.28 BRG I 0.000 2 665 11 S C B 2 8 52 47+01.500-L
PROJECT TOTAL = 8,069,283.62 BROWN & ROOT, INC.
13/01 R-512E 6.589004T RICHMOND 8,314,810.78 RWY 1,669 4.982 4 0 0 L C B 2 8 58
13/02 R-512E 6.589004T RICHMOND 370,044.18 BRG 0.047 3 790 11 L C B 2 8 58 21+038.279 E
13/03 R-512E 6.589004T RICHMOND 369,538.03 BRG 0.000 3 790 11 L C B 2 8 58 21+038.279 W
13/04 R-512E 6.589004T RICHMOND 463,334.00 BRG 0.000 2 647 11 L C B 2 8 58 22+894.782 -
PROJECT TOTAL = 9,517,726.99 ANSON CONTRACTORS, INC
14/01 R-2237 6.739002T CALDWELL 16,279,099.40 RWY 2,163 7.526 2 614 0 S CW 3 11 73
14/02 R-2237 6.739002T CALDWELL 86,373.60 CLV 0.000 1 201 4 S CW 3 11 73 43+96.528-L
14/03 R-2237 6.739002T CALDWELL 70,529.77 CLV 0.000 1 201 4 S CW 3 11 73 54+96.899-L
14/04 R-2237 6.739002T CALDWELL 301,512.58 CLV 0.012 1 202 2 S CW 3 11 73 64+89.958-L
14/05 R-2237 6.739002T CALDWELL 70,147.37 CLV 0.000 1 201 1 S CW 3 11 73 78+07.900-L
PROJECT TOTAL = 16,807,662.72 BROWN & ROOT, INC.
15/01 U-2306 9.8129406 CATAWBA 2,053,021.70 RWY 3,666 0.560 4 614 0 L U 2 12 79
15/02 U-2306 9.8129406 CATAWBA 411,788.70 RWY 0.000 0 0 0 L U 2 12 79
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
PROJECT TOTAL = 2,464,810.40 DIXIE GRADING & EQUIPM
***** JUL 1997 TOTAL = $72,910,413.73
***** AUG 1997 *****
01/01 B-2870 8.1402801 WAKE 1,187,688.21 RWY BRS 1,106 1.074 2 614 0 SLS U B 2 5 40
01/02 B-2870 8.1402801 WAKE 95,398.00 RWY BRS 0.000 0 0 0 SLS U B 2 5 40 GARNER COST
01/03 B-2870 8.1402801 WAKE 730,110.62 BRG BRS Q 0.066 3 854 15 SLS U B 2 5 40 16+16.266 -L
PROJECT TOTAL = 2,013,196.83 SANFORD CONTRACTORS, I
02/01 B-2819 8.1442301 CUMBERLAN 516,146.55 RWY BRS 1,454 0.355 2 0 0 L B 1 6 44
02/02 B-2819 8.1442301 CUMBERLAN 560,839.14 BRG BRS A 0.044 3 845 15 L B 1 6 44 12+02 -L-
PROJECT TOTAL = 1,076,985.69 DELLINGER, INC.
03/01 B-2860 8.1461901 ROBESON 525,370.58 RWY BRS 1,793 0.293 2 0 0 S B 1 6 46
03/02 B-2860 8.1461901 ROBESON 641,810.89 BRG BRS A 0.070 5 721 15 S B 1 6 46 12+58.753-LR
PROJECT TOTAL = 1,167,181.47 SANFORD CONTRACTORS, I
04/01 B-2863 8.2461101 ROBESON 135,770.99 RWY BRZ 1,052 0.129 2 612 0 B 1 6 46
04/02 B-2863 8.2461101 ROBESON 290,399.60 BRG BRZ 0.042 3 721 15 B 1 6 46 10+86.00-LRE
PROJECT TOTAL = 426,170.59 DELLINGER, INC.
05/01 B-2801 8.2471601 ALAMANCE 184,320.65 RWY BRZ 625 0.295 1 0 0 SLS B 2 7 47
05/02 B-2801 8.2471601 ALAMANCE 379,577.02 BRG BRZ Q 0.046 3 845 15 SLS B 2 7 47 12+01.000-L-
PROJECT TOTAL = 563,897.67 THOMPSON-ARTHUR PAVING
06/01 B-2858 8.2571001 RANDOLPH 337,335.55 RWY BRZ 1,555 0.217 2 612 0 B 2 8 57
06/02 B-2858 8.2571001 RANDOLPH 525,204.80 BRG BRZ 0.043 3 790 15 B 2 8 57 11+40.770-L-
PROJECT TOTAL = 862,540.35 JOHN H. BRINKLEY, INC.
07/01 B-2867 8.2681001 STANLY 143,481.69 RWY BRZ 700 0.205 2 614 0 B 2 10 68
07/02 B-2867 8.2681001 STANLY 402,433.66 BRG BRZ A 0.051 1 572 12 B 2 10 68 11+09.940-L-
PROJECT TOTAL = 545,915.35 DANE CONSTRUCTION, INC
08/01 B-2650 8.2691801 UNION 124,058.41 RWY BRZ 656 0.189 2 614 0 C 2 10 69
08/02 B-2650 8.2691801 UNION 144,976.50 CLV BRZ 0.011 1 3 2 C 2 10 69 11+50.250L
PROJECT TOTAL = 269,034.91 THE PAPCO GROUP, INC.
09/01 B-2874 8.2760201 WILKES 156,237.25 RWY MA 762 0.205 2 614 0 B 3 11 76
09/02 B-2874 8.2760201 WILKES 351,007.90 BRG MA Q 0.035 3 736 15 B 3 11 76 10+63.000-L
PROJECT TOTAL = 507,245.15 JOHN H. BRINKLEY, INC.
10/01 B-2586 8.2870401 MCDOWELL 151,107.93 RWY BRZ 899 0.168 2 612 0 C 3 13 87 CULV@L 11+03
10/02 B-2586 8.2870401 MCDOWELL 150,310.00 CLV BRZ 0.011 1 101 2 C 3 13 87 11+09.000-LR
PROJECT TOTAL = 301,417.93 TAYLOR & MURPHY CONSTR
11/01 U-2813 9.8011418 NORTHAMPT 759,318.92 RWY 811 0.936 2 0 0 L U 2 1 10
11/02 U-2813 9.8011418 NORTHAMPT 5,483.40 RWY 0.000 0 0 0 L U 2 1 10 ROANOKE RAPI
PROJECT TOTAL = 764,802.32 ROSE BROTHERS PAVING C
12/01 R-3106 9.8032422 BRUNSWICK 3,031,680.24 RWY 1,580 1.919 2 0 0 S 1 3 23
12/02 R-3106 9.8032422 BRUNSWICK 10,686.10 RWY 0.000 0 0 0 S 1 3 23 SHALLOTTE
PROJECT TOTAL = 3,042,366.34 BARRUS CONSTRUCTION CO
13/01 R-512C 6.589003T RICHMOND 14,661,488.89 RWY 2,213 6.624 4 664 0 S S C B 2 8 58
13/03 R-512C 6.589003T RICHMOND 203,781.60 CLV 0.000 0 0 0 S S C B 2 8 58 ROCKHAM COST
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
13/04 R-512C 6.589003T RICHMOND 93,459.00 CLV 0.000 1 1 10 S S C B 2 8 58 72+51.685-LR
13/05 R-512C 6.589003T RICHMOND 166,250.60 CLV 0.000 1 2 9 S S C B 2 8 58 13+80.000Y3R
13/06 R-512C 6.589003T RICHMOND 127,737.20 CLV 0.000 1 1 7 S S C B 2 8 58 18+10.500Y4R
13/07 R-512C 6.589003T RICHMOND 237,431.40 CLV 0.008 1 3 5 S S C B 2 8 58 111+05.000-L
13/08 R-512C 6.589003T RICHMOND 312,021.60 CLV 0.008 1 3 7 S S C B 2 8 58 126+70.000-L
13/09 R-512C 6.589003T RICHMOND 552,019.01 BRG I 0.000 2 656 11 S S C B 2 8 58 79+47.759-L-
13/10 R-512C 6.589003T RICHMOND 1,268,500.25 BRG I 0.000 2 654 11 S S C B 2 8 58 84+58.613-L-
13/11 R-512C 6.589003T RICHMOND 421,186.08 BRG I 0.000 2 657 11 S S C B 2 8 58 98+19.762-L-
PROJECT TOTAL = 18,043,875.63 DIXIE GRADING & EQUIPM
14/01 U-2422 9.8092305 FORSYTH 2,288,383.19 RWY 2,056 1.113 5 632 0 L UR B 2 9 62
14/02 U-2422 9.8092305 FORSYTH 26,162.00 RWY 0.000 0 0 0 L UR B 2 9 62 WINSTON-SALE
14/03 U-2422 9.8092305 FORSYTH 1,061,559.00 BRG I 0.000 3 574 21 L UR B 2 9 62 1+528.201-L-
PROJECT TOTAL = 3,376,104.19 C. G. TATE CONST. CO.,
***** AUG 1997 TOTAL = $32,960,734.42
***** SEP 1997 *****
01/01 B-2805 8.1150801 BEAUFORT 166,176.06 RWY BRS 827 0.201 2 0 0 B 1 2 15
01/02 B-2805 8.1150801 BEAUFORT 278,671.75 BRG BRS 0.023 3 718 15 B 1 2 15 12+19.930 -L
PROJECT TOTAL = 444,847.81 T. A. LOVING COMPANY
02/01 I-2402 8.U492302 GUILFORD 20,041,006.97 RWY STP 7,890 2.540 6 614 0 S B 2 7 49
02/02 I-2402 8.U492302 GUILFORD 32,917.30 RWY STP 0.000 0 0 0 S B 2 7 49 GREENSBORO
02/03 I-2402 8.U492302 GUILFORD 143,878.56 CLV STP 0.000 1 201 5 S B 2 7 49 24+90.50-L-
02/04 I-2402 8.U492302 GUILFORD 128,919.36 CLV STP 0.000 1 201 4 S B 2 7 49 29+81.50-L-
02/05 I-2402 8.U492302 GUILFORD 423,345.51 CLV STP 0.000 1 202 13 S B 2 7 49 33+12.00-L-
02/06 I-2402 8.U492302 GUILFORD 130,396.62 CLV STP 0.000 1 1 5 S B 2 7 49 11+82.50-R4-
02/07 I-2402 8.U492302 GUILFORD 419,306.76 WAL STP 0.000 1 0 0 S B 2 7 49 7+51.573-L4
02/08 I-2402 8.U492302 GUILFORD 419,306.76 WAL STP 0.000 1 0 0 S B 2 7 49 5+08.233-L-
02/09 I-2402 8.U492302 GUILFORD 980,529.92 BRG STP I 0.000 4 660 11 S B 2 7 49 22+42.540-L-
02/10 I-2402 8.U492302 GUILFORD 418,637.13 BRG STP I 0.000 4 899 11 S B 2 7 49 23+45.495-L-
02/11 I-2402 8.U492302 GUILFORD 605,479.73 BRG STP I 0.082 4 899 11 S B 2 7 49 23+60.337-L-
02/12 I-2402 8.U492302 GUILFORD 882,696.02 BRG STP I 0.000 2 683 11 S B 2 7 49 11+22.872-L4
02/13 I-2402 8.U492302 GUILFORD 419,812.80 BRG STP I 0.000 2 563 11 S B 2 7 49 10+28.006-R4
02/14 I-2402 8.U492302 GUILFORD 897,346.08 BRG STP I 0.000 5 653 11 S B 2 7 49 14+74.043-L2
02/15 I-2402 8.U492302 GUILFORD 1,156,019.92 BRG STP I 0.106 2 664 11 S B 2 7 49 7+51.573-L4-
02/16 I-2402 8.U492302 GUILFORD 1,765,399.89 BRG STP I 0.000 2 679 11 S B 2 7 49 5+08.233-L-
02/17 I-2402 8.U492302 GUILFORD 486,000.71 BRG STP I 0.000 4 691 11 S B 2 7 49 46+18.470-L-
PROJECT TOTAL = 29,351,000.04 ODEBRECHT CONTRACTORS
03/01 B-2985 8.1942201 HAYWOOD 3,577,051.88 RWY BRN 623 5.739 4 0 0 S U B 4 14 94
03/02 B-2985 8.1942201 HAYWOOD 265,511.06 BRG BRN Q 0.033 3 392 11 S U B 4 14 94 208+61.15 L1
03/03 B-2985 8.1942201 HAYWOOD 244,781.89 BRG BRN Q 0.000 3 392 11 S U B 4 14 94 208+61.15 L1
03/04 B-2985 8.1942201 HAYWOOD 378,390.68 BRG BRN Q 0.051 4 392 16 S U B 4 14 94 260+11.602 L
03/05 B-2985 8.1942201 HAYWOOD 358,772.46 BRG BRN Q 0.000 4 392 16 S U B 4 14 94 260+11.602 L
03/06 B-2985 8.1942201 HAYWOOD 363,525.17 BRG BRN Q 0.045 4 392 16 S U B 4 14 94 263+71.859 L
03/07 B-2985 8.1942201 HAYWOOD 334,556.10 BRG BRN Q 0.000 4 392 16 S U B 4 14 94 263+71.859 L
03/08 B-2985 8.1942201 HAYWOOD 359,369.98 BRG BRN Q 0.036 3 392 11 S U B 4 14 94 337+60.0 L4S
03/09 B-2985 8.1942201 HAYWOOD 259,827.96 BRG BRN Q 0.000 3 392 11 S U B 4 14 94 337+60.0 L4N
03/10 B-2985 8.1942201 HAYWOOD 446,737.24 BRG BRN 0.076 4 394 11 S U B 4 14 94 371+80.501 S
03/11 B-2985 8.1942201 HAYWOOD 434,542.62 BRG BRN 0.000 4 394 11 S U B 4 14 94 371+80.501 N
PROJECT TOTAL = 7,023,067.04 TAYLOR & MURPHY CONSTR
04/01 B-3059 8.2402901 WAKE 1,276,057.04 RWY BRS 3,646 0.350 3 0 0 S U B 2 5 40
04/02 B-3059 8.2402901 WAKE 133,543.50 RWY BRS 0.000 0 0 0 S U B 2 5 40 CITY O RALEI
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 B-3059 8.2402901 WAKE 1,383,774.50 BRG BRS Q 0.069 5 522 12 S U B 2 5 40 11+80.964-LR
04/04 B-3059 8.2402901 WAKE 77,709.00 RWY BRS 0.000 0 0 0 S U B 2 5 40 CITY O RALEI
04/05 B-3059 8.2402901 WAKE 71,153.00 RWY BRS 0.000 0 0 0 S U B 2 5 40 BELL SOUTH
PROJECT TOTAL = 2,942,237.04 S. T. WOOTEN CORPORATI
05/01 B-2833 8.2493001 GUILFORD 470,325.46 RWY BRS 837 0.562 2 614 0 S U C 2 7 49
05/02 B-2833 8.2493001 GUILFORD 2,850.00 RWY BRS 0.000 0 0 0 S U C 2 7 49 HIGH POINT
05/03 B-2833 8.2493001 GUILFORD 191,242.00 CLV BRS 0.018 1 4 1 S U C 2 7 49 12+62.000-L-
PROJECT TOTAL = 664,417.46 THE PAPCO GROUP, INC.
06/01 B-2849 8.2561001 MOORE 258,270.54 RWY BRZ 1,324 0.195 2 0 0 B 2 8 56
06/02 B-2849 8.2561001 MOORE 1,126,674.96 BRG BRZ Q 0.125 5 854 15 B 2 8 56 11+73.000-L-
PROJECT TOTAL = 1,384,945.50 JONES BROS., INC.
07/01 B-2587 8.2870501 MCDOWELL 315,242.45 RWY MA 651 0.484 2 612 0 SL U B 3 13 87 11+00-16+71.
07/02 B-2587 8.2870501 MCDOWELL 572,546.56 BRG MA Q 0.087 3 854 15 SL U B 3 13 87 12+95.150-LR
PROJECT TOTAL = 887,789.01 MILLER ENGINEERING CO.
09/01 U-3451 9.8063523 ROBESON 2,048,825.05 RWY 1,242 1.649 2 0 0 U 1 6 46
PROJECT TOTAL = 2,048,825.05 CROWELL CONSTRUCTORS,
10/01 R-2116 6.841032 BUNCOMBE 6,546,857.87 RWY 1,807 3.624 2 414 0 S U C B 3 13 84
10/02 R-2116 6.841032 BUNCOMBE 154,958.20 RWY 0.000 0 0 0 S U C B 3 13 84 ASHEVILLE
10/03 R-2116 6.841032 BUNCOMBE 104,558.83 CLV 0.000 1 2 4 S U C B 3 13 84 53+20.00 L
10/04 R-2116 6.841032 BUNCOMBE 73,892.89 CLV 0.000 1 1 5 S U C B 3 13 84 80+62.00 L R
10/05 R-2116 6.841032 BUNCOMBE 526,288.94 BRG Q 0.068 3 854 16 S U C B 3 13 84 76+04.975 LR
PROJECT TOTAL = 7,406,556.73 TENNOCA CONSTRUCTION C
***** SEP 1997 TOTAL = $52,153,685.68
***** OCT 1997 *****
01/01 R-218A 8.1221102 PITT 12,973,581.03 RWY STP 992 13.080 4 664 0 S C B 1 2 22
01/02 R-218A 8.1221102 PITT 202,292.82 RWY STP 0.000 0 0 0 S C B 1 2 22 GUC COST
01/03 R-218A 8.1221102 PITT 62,152.10 CLV STP 0.000 1 201 1 S C B 1 2 22 77+15.000-L-
01/04 R-218A 8.1221102 PITT 162,736.82 CLV STP 0.000 1 1 2 S C B 1 2 22 117+79.000-L
01/05 R-218A 8.1221102 PITT 230,165.23 BRG STP A 0.028 1 754 15 S C B 1 2 22 62+34.00-L-S
01/06 R-218A 8.1221102 PITT 212,572.87 BRG STP A 0.000 1 754 15 S C B 1 2 22 62+34.00-L-N
PROJECT TOTAL = 13,843,500.87 BARNHILL CONTRACTING C
03/01 U-2581 8.1492902 GUILFORD 3,167,705.37 RWY STP 1,701 1.862 4 0 0 SLS U B 2 7 49
03/02 U-2525 6.498006T GUILFORD 9,332,640.88 RWY 3,510 2.659 4 0 0 SLS U B 2 7 49
03/03 U-2525 6.498006T GUILFORD 584,982.08 BRG I 0.000 2 660 11 SLS U B 2 7 49 1+886.105-L-
03/04 U-2525 6.498006T GUILFORD 652,276.76 BRG Q 0.000 4 854 15 SLS U B 2 7 49 2+715.760-L-
03/05 U-2525 6.498006T GUILFORD 671,571.76 BRG Q 0.000 4 854 15 SLS U B 2 7 49 2+723.840-L-
03/06 U-2525 6.498006T GUILFORD 293,576.83 BRG Q 0.000 3 845 11 SLS U B 2 7 49 3+252.946-L-
03/07 U-2525 6.498006T GUILFORD 23,805.80 BRG 0.000 1 197 10 SLS U B 2 7 49 3+284.199-L-
03/08 U-2525 6.498006T GUILFORD 512,526.52 BRG Q 0.000 3 336 12 SLS U B 2 7 49 3+322.910-L-
03/09 U-2525 6.498006T GUILFORD 372,196.11 BRG I 0.000 3 539 11 SLS U B 2 7 49 3+592.663-L-
03/10 U-2525 6.498006T GUILFORD 266,089.90 BRG I 0.000 3 845 11 SLS U B 2 7 49 1+201.559-RP
03/11 U-2525 6.498006T GUILFORD 50,523.47 BRG 0.000 1 197 10 SLS U B 2 7 49 1+232.950-RP
03/12 U-2525 6.498006T GUILFORD 391,033.62 BRG Q 0.000 3 543 12 SLS U B 2 7 49 1+294.322-RP
03/13 U-2525 6.498006T GUILFORD 947,239.67 BRG Q 0.000 3 542 12 SLS U B 2 7 49 3+784.683-Y2
03/14 U-2525 6.498006T GUILFORD 1,667,880.41 BRG Q 0.000 3 663 15 SLS U B 2 7 49 4+009.000-Y2
PROJECT TOTAL = 18,934,049.18 SANTARO INDUSTRIES, IN
04/01 R-2404 6.019003T BERTIE 7,404,392.60 RWY 1,171 6.322 2 0 0 S U B 1 1 1
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
04/02 R-2404 6.019003T BERTIE 890,443.78 BRG A 0.046 3 721 15 S U B 1 1 1 78+47.000-LR
PROJECT TOTAL = 8,294,836.38 BARNHILL CONTRACTING C
***** OCT 1997 TOTAL = $41,072,386.43
***** NOV 1997 *****
01/01 R-2309 8.1491502 GUILFORD 3,000,393.38 RWY STP 2,103 1.427 5 634 0 LS U CWB 2 7 49
01/02 R-2309 8.1491502 GUILFORD 236,433.19 CLV STP 0.013 1 204 2 LS U CWB 2 7 49 1+399.781 LR
PROJECT TOTAL = 3,236,826.57 YATES CONSTRUCTION CO.
02/01 U-2921 8.1540502 LEE 6,435,195.21 RWY STP 2,333 2.758 5 632 0 SL LUR CW 2 8 54 RDWY DESCRIP
02/02 U-2921 8.1540502 LEE 30,347.80 CLV STP 0.000 1 201 1 SL LUR CW 2 8 54 2+633.385LRE
PROJECT TOTAL = 6,465,543.01 SEALAND CONTRACTORS CO
03/01 U-2927 8.2351801 DURHAM 9,277,916.14 RWY CMS 0.000 2 0 0 S 2 5 35
PROJECT TOTAL = 9,277,916.14 GEORGIA ELECTRIC COMPA
04/01 B-2828 8.2370401 GRANVILLE 290,344.06 RWY BRZ 593 0.490 2 0 0 S S U B 2 5 37
04/02 B-2828 8.2370401 GRANVILLE 397,896.04 BRG BRZ 0.050 4 721 15 S S U B 2 5 37 12+53.000-L
PROJECT TOTAL = 688,240.10 S. T. WOOTEN CORPORATI
05/01 B-2505 8.2651201 ANSON 269,679.00 RWY BRZ 717 0.376 2 0 0 S B 2 10 65
05/02 B-2505 8.2651201 ANSON 312,799.43 BRG BRZ Q 0.045 3 721 15 S B 2 10 65 11+59.000-L
PROJECT TOTAL = 582,478.43 HILL CONSTRUCTION OF
06/01 R-0512 6.589002T RICHMOND 8,021,590.69 RWY 2,204 3.639 1 0 0 LS U 2 8 58
06/02 R-0512 6.589002T RICHMOND 671,496.21 BRG I 0.000 2 656 11 LS U 2 8 58 41+15.561-L-
06/03 R-0512 6.589002T RICHMOND 1,679,512.46 BRG Q 0.201 9 899 17 LS U 2 8 58 60+80.781-L-
06/04 R-0512 6.589002T RICHMOND 1,593,617.86 BRG Q 0.000 9 899 17 LS U 2 8 58 60+78.436-L-
PROJECT TOTAL = 11,966,217.22 DAVIE GRADING, INC.
***** NOV 1997 TOTAL = $32,217,221.47
***** DEC 1997 *****
01/01 B-2501 8.1470701 ALAMANCE 887,907.47 RWY BRS 2,343 0.379 2 614 0 B 2 7 47
01/02 B-2501 8.1470701 ALAMANCE 28,550.00 RWY BRS 0.000 0 0 0 B 2 7 47 BURLINGTON
01/03 B-2501 8.1470701 ALAMANCE 611,246.40 BRG BRS Q 0.064 3 799 15 B 2 7 47 5+79.250-L-
PROJECT TOTAL = 1,527,703.87 TRIANGLE GRADING & PAV
02/01 U-3474 9.8052038 WAKE 3,814,567.52 RWY 2,419 1.577 6 682 0 S W 2 5 40
02/02 U-3474 9.8052038 WAKE 29,457.60 RWY 0.000 0 0 0 S W 2 5 40 RALEIGH COST
PROJECT TOTAL = 3,844,025.12 REA CONSTRUCTION COMPA
03/01 B-2932 8.2851601 BURKE 117,310.68 RWY BRZ 663 0.177 2 614 0 C 3 13 85
03/02 B-2932 8.2851601 BURKE 130,638.15 CLV BRZ 0.012 1 3 1 C 3 13 85 11+79.000 -L
PROJECT TOTAL = 247,948.83 APPLE TUCK & ASSOCIATE
04/01 B-3336 8.2370501 GRANVILLE 183,698.18 RWY BRZ 1,544 0.119 2 612 0 S U B 2 5 37
04/02 B-3336 8.2370501 GRANVILLE 152,661.00 BRG BRZ A 0.031 3 718 15 S U B 2 5 37 11+39.532-L-
PROJECT TOTAL = 336,359.18 D. W. LYLE CORPORATION
05/01 U-2571 9.8039076 NEW HANOV 2,697,395.35 RWY 1,003 2.690 4 0 0 1 3 25
05/02 U-2571 9.8039076 NEW HANOV 550,198.91 RWY 0.000 0 0 0 1 3 25 WILMINGTON
05/03 U-2571 9.8039076 NEW HANOV 1,050.00 RWY 0.000 0 0 0 1 3 25 BELL SOUTH
PROJECT TOTAL = 3,248,644.26 BARRUS CONSTRUCTION CO
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
***** DEC 1997 TOTAL = $9,204,681.26
GRAND TOTAL =$312,139,739.18
COST/PROJECT MILE = $2,178,043.28 TOTAL PROJECT MILES = 143.312
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 11
AVERAGE UNIT BIDS
DATE 9701-9712
COMPLETE FILE FOR THIS PERIOD
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 90.97 160,436.98 14,595,593.48
2 CONSTRUCTION SURVEYING LS 24.70 132,465.26 3,271,892.07
4 SUPPLEMENTAL SURVEYING HR 20 70.00 1,400.00
3 FIELD OFFICE LS 2 28,000.00 56,000.00
7 CLEARING & GRUBBING LS 405.55 19,192.63 7,783,685.85
8 SUPP CLEARING & GRUBBING HA 40.20 4,797.15 192,845.51
12 SEALING ABANDONED WELLS EA 51 886.94 45,233.94
15 UNCLASSIFIED EXCAVATION M3 10,183,750 2.95 30,092,457.90
18 REINF BRG APPR ********** LS 26 15,981.69 415,524.00
19 UNDERCUT EXCAVATION M3 319,461 5.05 1,613,990.38
21 GRADING LS 38 76,312.10 2,899,860.00
22 SUPP CLEARING & GRUBBING HA 15.60 3,941.31 61,484.40
23 UNDERCUT EXCAVATION M3 13,709 11.80 161,833.50
25 GRADING LS 2 225,000.00 450,000.00
29 SELECT GRANULAR MATERIAL M3 254,945 8.95 2,280,754.00
31 SOIL STABILIZATION FABRIC M2 144,800 2.06 297,837.50
32 WICK DRAINS M2 23,800 0.98 23,324.00
37 BORROW EXCAVATION M3 3,688,880 4.22 15,586,498.85
41 EMB SETTLEMENT GAUGES EA 7 392.86 2,750.00
45 DRAINAGE DITCH EXCAVATION M3 175,291 5.16 905,354.69
46 DRAINGE DIT EXCAV (HM) M3 10 45.00 450.00
48 PIPE CLEANOUT M 488 41.64 20,322.35
50 BERM DITCH CONSTRUCTION M 3,771 8.99 33,910.76
60 REMOVAL OF ASPH PAVEM'T M2 315,223 2.43 764,976.50
61 REMOVAL OF CONC PAVEM'T M2 1,370 5.61 7,683.70
63 PROOF ROLLING HR 329.21 182.43 60,058.70
64 TEMPORARY SHORING M2 1,405 101.05 141,972.00
69 ROCK EMBANKMENT MTN 535 65.00 34,775.00
77 SELECT MATERIAL II MTN 46,340 13.20 611,728.75
78 SELECT MATERAIL III MTN 9,270 19.47 180,492.50
74 FND CONDIT MAT'L MIN STR MTN 34,776.94 18.23 634,118.17
81 BEDDING MAT'L PIPE CULV MTN 34,720.16 16.56 575,171.75
88 300MM PLN CONC PIPE CULV M 84 60.00 5,040.00
89 375MM PLN CONC PIPE CULV M 678.90 88.92 60,365.68
90 450MM PLN CONC PIPE CULV M 327.60 81.29 26,632.16
91 600MM PLN CONC PIPE CULV M 79.20 131.40 10,406.61
95 600MM RC FES (SIDE DRAIN) EA 2 1,180.65 2,361.30
96 375MM PARLL P RC END SECT EA 1 326.46 326.46
117 400MM PARLL P PF END SECT EA 5 144.20 721.00
118 450MM PARLL P PF END SECT EA 2 185.40 370.80
100 300MM RCP CULV CLASS III M 2,100.94 75.93 159,536.47
101 375MM RCP CULV CLASS III M 34,686.10 70.36 2,440,473.70
102 450MM RCP CULV CLASS III M 20,625.32 74.17 1,529,810.44
103 600MM RCP CULV CLASS III M 18,729.24 90.97 1,703,892.13
104 750MM RCP CULV CLASS III M 8,253.94 122.47 1,010,905.27
105 900MM RCP CULV CLASS III M 4,344.04 150.50 653,779.12
106 1050MM RCP CULV CLASS III M 2,273.60 211.87 481,701.26
107 1200MM RCP CULV CLASS III M 1,452.22 214.49 311,482.20
108 1350MM RCP CULV CLASS III M 1,118.40 298.07 333,363.52
109 1500MM RCP CULV CLASS III M 945 361.26 341,389.70
110 1650MM RCP CULV CLASS III M 266.40 448.82 119,566.56
111 1800MM RCP CULV CLASS III M 375.60 490.10 184,080.96
119 450MM RCP CULV CLASS IV M 223.20 79.93 17,841.60
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 12
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
120 600MM RCP CULV CLASS IV M 973.20 106.77 103,905.90
121 750MM RCP CULV CLASS IV M 784.80 129.66 101,757.36
122 900MM RCP CULV CLASS IV M 222.92 160.50 35,778.00
123 1050MM RCP CULV CLASS IV M 379.20 221.20 83,880.35
125 1350MM RCP CULV CLASS IV M 160.80 284.07 45,678.46
126 1500MM RCP CULV CLASS IV M 390.40 428.74 167,381.92
127 1650MM RCP CULV CLASS IV M 252 456.51 115,040.52
128 1800MM RCP CULV CLASS IV M 314.40 534.00 167,889.60
152 450MM RCP FES EA 1 500.00 500.00
153 600MM RCP FES EA 1 720.00 720.00
146 450MM X PIPE RC END SECT EA 1 538.83 538.83
148 600MM X PIPE RC END SECT EA 2 850.00 1,700.00
158 750MM X PIPE RC END SECT EA 1 412.00 412.00
165 1800X1200MM RCP TAPR INLT EA 1 2,500.00 2,500.00
168 2250X1650MM RCP TAPR INLT EA 1 7,864.56 7,864.56
171 *** X *** X ***MM PERF T EA 1 1,704.53 1,704.53
172 375 X *** X ***MM RCP T 3 EA 9 406.67 3,660.00
173 375 X 375 X 375MM RCP T 3 EA 11 403.99 4,443.93
174 450 X *** X ***MM RCP T 3 EA 8 413.75 3,310.00
175 450 X 450 X 450MM RCP T 3 EA 3 540.00 1,620.00
176 600 X *** X ***MM RCP T 3 EA 14 580.71 8,130.00
178 750 X *** X ***MM RCP T 3 EA 4 984.00 3,936.00
183 ***MM RC PIPE ELB CL III EA 1 500.00 500.00
184 375MM RC PIPE ELB CL III EA 3 466.67 1,400.00
191 ***MM CAAPC ****MM 75X25C M 35.38 90.00 3,184.20
195 150MM CS PIPE SPRBX1.63MM M 241.80 76.58 18,518.46
197 ***MM CS PIPE CULV ****MM M 430.70 59.71 25,718.62
198 400MM CS PIPE CULV 1.63MM M 1,775.64 56.41 100,168.09
199 450MM CS PIPE CULV 1.63MM M 1,150.56 62.50 71,909.16
200 600MM CS PIPE CULV 1.63MM M 332.40 88.09 29,282.75
201 800MM CS PIPE CULV 2.01MM M 99.60 119.33 11,885.59
204 400MM CS FES, 1.63MM EA 5 220.00 1,100.00
217 400MM CSP ELB 1.63MM EA 1 200.00 200.00
218 450MM CSP ELB 1.63MM EA 2 175.00 350.00
231 ***0 X ***0MM CSP ARC**** M 68.40 656.00 44,870.40
238 400MM BCCSP A 1.63 M 15.60 76.34 1,190.90
239 450MM BCCSP A 1.63 M 6 159.49 956.94
251 ***MM BCCSP B **** M 712.80 63.24 45,078.12
255 400MM BCCSP B 1.63 M 2,745.20 66.94 183,755.52
258 450MM BCCSP B 1.63 M 979.20 75.77 74,193.86
261 600MM BCCSP B 1.63 M 593.60 96.86 57,499.57
265 800MM BCCSP B 2.01 M 333.60 137.14 45,749.49
269 900MM BCCSP B 2.01 M 50.40 123.43 6,221.09
281 1000MM BCCSP B 2.77 M 31.20 217.88 6,797.76
293 1200MM BCCSP B 2.77 M 29.10 183.75 5,347.15
335 1800MM BCCSP B 2.77 75X25 M 32.40 370.00 11,988.00
337 1800MM BCCSP B 3.51 M 31.20 480.00 14,976.00
369 *** X *** X ***MM BCCSP T EA 1 1,220.00 1,220.00
381 ***MM BCCSP ELB B **** EA 65 250.86 16,305.64
382 400MM BCCSP ELB B 1.63 EA 173 161.67 27,969.36
383 450MM BCCSP ELB B 1.63 EA 40 171.40 6,855.91
384 600MM BCCSP ELB B 1.63 EA 27 211.63 5,713.98
386 800MM BCCSP ELB B 2.01 EA 7 355.44 2,488.06
426 ***0X ***0MM BCCSP ARC*** M 121.80 412.36 50,226.00
428 ***0X ***0MM BCCSP ARC*** M 81.60 815.00 66,504.00
471 ***MM WLD STL PIPE ****RR M 16.80 1,100.00 18,480.00
494 150MM SLOPE PROTECTION M2 981 46.60 45,715.70
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 13
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
497 FINE GRADING LS 50 87,832.33 4,391,616.58
498 SEALING PAVEMENT CRACKS KG 10,600 7.73 81,993.00
500 LIME TRTD SOIL (SLURRY) M2 266,980 2.25 601,593.90
501 LIME TRTD SOIL (QUICKLIME M2 149,030 2.64 393,943.40
503 LIME FOR LIME TRTD SOIL MTN 4,530 134.25 608,160.86
505 #57 STONE M3 140 27.90 3,906.00
507 STABILIZER AGGREGATE MTN 15,920 18.23 290,262.00
509 AGGREGATE BASE COURSE MTN 968,406 12.79 12,384,938.75
525 ***MM SOIL CEMENT BASE M2 361,265 1.72 623,473.05
526 PC FOR SOIL CEMENT BASE MTN 10,906 125.31 1,366,666.76
527 AGGREGATE FOR SOIL CEM B MTN 5,675 12.89 73,130.85
528 ASPHALT CURING SEAL L 418,963 0.36 151,037.68
530 INCIDENTAL STONE BASE MTN 28,432 19.71 560,427.25
532 SHOULDER BORROW M3 100,245 3.94 394,778.00
537 PRIME COAT L 873,437 0.42 364,171.27
540 MILLING ASPH PVMT ***MM M2 126,825 2.67 338,377.50
541 MILLING ASPH PVMT ***-*** M2 3,025 7.04 21,287.50
543 INCIDENTAL MILLING M2 2,245 12.17 27,315.00
547 ASPHALT CEMENT PLANT MIX MTN 71,023.68 199.34 14,158,083.88
552 ASPH CONC BASE CO TYPE HB MTN 503,954 30.52 15,378,812.48
560 ASPH CONC BIND CO H MTN 37,295 35.75 1,333,475.66
558 ASPH CONC BIND CO HDB MTN 429,615 28.80 12,371,938.22
563 ASPH CONC SURF CO I-1 MTN 59,535 36.75 2,187,984.83
566 ASPH CONC SURF CO I-2 MTN 800 47.02 37,620.00
568 ASPH CONC SURF CO HDS MTN 385,967 29.89 11,535,139.49
574 ASPH PLT MIX PVMT REPAIR MTN 7,661 119.55 915,906.17
576 PATCHING EXIST PAVEMENT MTN 75 125.00 9,375.00
657 RIGHT OF WAY MARKERS EA 2,808 106.40 298,787.90
659 PIPE REMOVAL M 17,551.40 24.13 423,605.40
662 SUBDRAIN EXCAVATION M3 22,891 7.09 162,299.66
663 SUBDR FINE AGGREGATE M3 14,158 29.90 423,327.24
664 100MM PERF SUBDR PIPE M 500 12.00 6,000.00
665 150MM PERF SUBDR PIPE M 29,435 15.47 455,475.90
667 100MM SUBDR PIPE Y,T,&L'S EA 50 5.00 250.00
668 150MM SUBDR PIPE Y,T,&L'S EA 2,926 7.81 22,845.10
670 CONC PAD FOR SUBDRN OUTLT EA 210 171.13 35,936.71
671 100MM OUTLET PIPE (SD) M 200 13.78 2,756.00
672 150MM OUTLET PIPE (SD) M 475 21.96 10,433.02
673 200MM OUTLET PIPE (SD) M 22.80 20.00 456.00
678 SHLDR DRAINS M 18,964 11.54 218,870.00
679 100MM SHLDR DRAINS PIPE M 16,834 5.89 99,158.90
680 CONC PAD SHLDR DRAIN OUTL EA 127 149.41 18,974.78
681 100MM OUTLET PIPE (SH DRN M 1,720 18.58 31,951.91
683 BLOTTING SAND MTN 174 44.29 7,707.28
686 METAL FUNNELS EA 232 465.25 107,938.87
688 300MM FUNNEL DRAIN PIPE M 3,014.50 58.68 176,898.64
690 300MM FUNNEL DRAIN ELBOWS EA 276 127.01 35,055.83
692 SEEPS M2 490 45.00 22,050.00
693 SAND CEMENT HEADWALLS M2 269 90.30 24,290.00
694 CONC EWALLS CLASS A M3 216.90 701.35 152,121.99
695 CONC EWALLS CLASS B M3 194.40 685.68 133,295.89
696 BRICK MASONRY ENDWALLS M3 51.10 805.01 41,136.00
697 REINF BRICK MASONRY EWALL M3 8 912.50 7,300.00
698 REINFORCING STEEL, EWALL KG 13,760 2.15 29,605.31
700 PIPE COLLARS M3 103.18 849.47 87,648.60
702 PIPE PLUGS M3 17.65 911.52 16,088.26
706 MASONRY DRAINAGE STRS EA 2,765 1,058.91 2,927,893.65
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 14
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
707 MASONRY DRAINAGE STRS M3 54.79 996.45 54,595.75
708 MASONRY DRAINAGE STRS M 285.23 693.94 197,933.64
714 FRM & GRT DETAIL 840.**** EA 1 275.00 275.00
720 FRM & GRT STD 840.**** EA 30 274.44 8,233.18
722 FRM & 2GRTS STD 840.**** EA 48 250.00 12,000.00
724 FRM GRT&HD STD 840.03**** EA 1,115 343.44 382,940.02
728 FRM & GRT STD 840.13 EA 5 209.53 1,047.64
730 FRM & 2GRTS STD 840.16 EA 456 314.57 143,442.78
734 FRM & 2GRTS STD 840.20 EA 44 347.73 15,300.00
738 FRM & 2GRTS STD 840.22 EA 482 288.60 139,104.20
742 FRM & 2GRTS STD 840.24 EA 413 267.87 110,630.00
744 FRM & GRT STD 840.29 EA 5 282.00 1,410.00
743 FRAME W/2 GRTS STD 840.29 EA 1 350.00 350.00
746 FRAME W/2 GRTS STD 840.33 EA 32 429.54 13,745.41
736 FRM & GRT STD 840.36 EA 9 453.74 4,083.64
740 FRM W/2GRTS STD 840.36 EA 11 484.93 5,334.28
748 FRM W/GOVER STD 840.54 EA 83 273.56 22,705.51
710 CONC APRON FOR CB EA 4 500.00 2,000.00
712 CONC APRON FOR DI EA 15 741.91 11,128.72
756 ***MM SLUICE GATE EA 2 1,377.50 2,755.00
758 CONC RETAINING WALLS M3 415 453.45 188,184.20
760 BRICK MASONRY RETAIN WALL M3 5.35 825.00 4,413.75
764 CONC STEPS M3 2 410.80 821.60
768 *** X ***MM CONC CURB M 6,495 58.84 382,166.77
771 450MM CONC CURB & GUTTER M 1,025 42.22 43,273.59
772 750MM CONC CURB & GUTTER M 76,574 37.52 2,872,831.30
776 SHLDR BERM GUTTER M 17,553.32 36.86 647,109.29
780 CONC FLUME EA 9 2,200.00 19,800.00
781 MODIFIED CONCRETE FLUME EA 6 2,199.99 13,199.92
782 CONC XPRESSWAY GUTTER M 1,970 47.99 94,551.10
789 100MM CONC SIDEWALK M2 30,954 29.46 911,989.30
791 CONC WHEELCHAIR RAMPS M2 4,091.32 44.75 183,084.80
793 150MM CONC DRIVEWAY M2 18,874 39.42 743,941.87
795 100MM CONC PAVED DITCH M2 1,790.20 55.76 99,831.72
798 75MM CONC ISLAND COVERS M2 3,900 25.43 99,200.00
805 125MM MONOLITHIC CONC ISL M2 5,039 42.91 216,240.42
806 150MM MONOLITHIC CONC ISL M2 3,408 36.58 124,675.72
807 175MM MONOLITHIC CONC ISL M2 250 50.00 12,500.00
825 PC CONC BARRIER, SF M 651.20 176.63 115,022.04
827 ADJUSTMENT OF CATCH BASIN EA 20 357.90 7,158.00
829 ADJUSTMENT OF DROP INLETS EA 26 285.40 7,420.54
831 ADJUSTMENT OF MANHOLES EA 177 308.89 54,673.50
833 ADJUSTMT OF MB & VALVE BX EA 566 190.79 107,986.88
834 CONVERT CB TO JB EA 5 1,881.00 9,405.00
835 CONVERT CB TO DI EA 26 832.32 21,640.32
837 CONVERT DI TO JB EA 19 866.61 16,465.60
838 CONVERT DI TO CB EA 9 915.55 8,240.00
863 STL BM GRDRAIL M 54,525.11 35.18 1,918,134.24
864 STL BM GRDRAIL SHOP CURV M 1,188.71 42.84 50,922.48
865 STL BM GRDRAIL DBL FACED M 73.87 49.15 3,630.71
857 STL BM GRDRAIL TERM SECT EA 39 44.35 1,729.70
871 W-TR STL BM GRDRAIL TRANS EA 4 315.00 1,260.00
873 ADDIT GRDRAIL POSTS EA 449 36.78 16,515.45
875 GRDRAIL ANCHOR ********** EA 9 2,306.65 20,759.84
876 GRDRAIL ANCHOR ********** EA 58 1,212.24 70,310.00
879 GRDRAIL ANCHOR AT-1 EA 29 456.48 13,238.00
891 GRDRAIL ANCHOR CAT-1 EA 147 601.89 88,477.44
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 15
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
892 GRDRAIL ANCHOR MELT EA 504 1,089.67 549,195.48
903 GRDRAIL ANCHOR VI (MOD) EA 17 1,110.59 18,880.00
911 GRDRAIL ANCHOR X EA 1 1,150.00 1,150.00
912 GRDRAIL ANCHOR XI EA 196 1,077.14 211,118.86
915 GRDRAIL ANCHOR XI (MOD) EA 28 1,183.80 33,146.46
914 GRDRAIL ANCHOR XIII EA 49 373.54 18,303.66
920 REMOVE GUARDRAIL M 11,184.09 4.43 49,609.52
923 R&STKPL GUARDRAIL M 30 10.29 308.70
931 WW WIRE FENCE ****MM FABR M 162 17.23 2,791.20
933 WW WIRE FENCE 1200MM FABR M 70,134 4.65 326,223.88
939 100MM FENCE POSTS 2.30M EA 13,025 14.91 194,210.81
945 125MM FENCE POSTS 2.50M EA 3,280 30.12 98,794.43
963 CL FENCE ****MM FABRIC M 9,694 9.94 96,386.21
966 CL FENCE 1200MM FABRIC M 650 9.85 6,402.50
969 LINE POST FOR ****MM CL F EA 2,778 29.95 83,190.00
972 LINE POST FOR 1200MM CL F EA 176 25.00 4,400.00
975 TERM POST FOR ****MM CL EA 153 96.24 14,725.00
978 TERM POST FOR 1200MM CL EA 12 95.00 1,140.00
981 M GATE POST ****MM CL F EA 8 98.75 790.00
985 ADDITIONAL BARBED WIRE M 3,153 2.30 7,262.69
990 ***S BARB WIRE F W/POSTS M 3,356 15.18 50,947.02
993 TEMP ****MM WW F W/POSTS M 520 9.00 4,680.00
996 WOVEN WIRE FENCE RESET M 1,295 8.98 11,627.40
998 BARBED WIRE FENCE RESET M 187 14.96 2,798.00
1000 CHAIN LINK FENCE RESET M 514 36.53 18,776.94
1007 PLN RIP RAP CL I M2 1,988 36.23 72,019.60
1009 PLN RIP RAP CL II M2 340 48.82 16,600.00
1008 PLN RIP RAP CL I MTN 14,103 31.70 447,101.08
1010 PLN RIP RAP CL II MTN 2,013 30.13 60,645.42
1053 PLN RIP RAP, CLASS A MTN 2,644 31.32 82,820.34
1054 PLN RIP RAP, CLASS B MTN 29,251.20 30.43 889,997.80
43 FILTER FABRIC FOR DRAINGE M2 110,515.80 3.94 435,060.80
1100 DEMOLIT OF BLDG ITEM **** LS 45 300.82 13,537.00
1101 BLDG REMOVAL ITEM **** LS 422 662.65 279,639.12
1105 ABC (SUB-BALLAST) MTN 3,200 14.00 44,800.00
1112 RR TRACK TO BE REMOVED M 720.90 29.60 21,338.64
1122 CROSS TIE REPLACEMENTS EA 25 75.00 1,875.00
1035 HP360X108 STL PILE,RET WL M 1,680 119.51 200,776.80
1043 SHAFT EXCAVATION M 1,300 304.87 396,331.00
1510 TYPE A SIGNS, FABRICATION M2 53 218.77 11,594.81
1511 TYPE B SIGNS, FABRICATION M2 20 253.53 5,070.60
1514 TYPE D SIGNS, FABRICATION M2 7 199.24 1,394.68
1515 TYPE E SIGNS, FABRICATION M2 35.80 122.63 4,390.26
1516 TYPE F SIGNS, FABRICATION M2 7 111.86 783.02
1521 MILEMARKERS, FABRICATION M2 2 184.80 369.60
1523 RC SIGN FOOTINGS M3 27 789.84 21,325.62
1524 PLN CONC SIGN FOOTINGS M3 15 861.38 12,920.67
1526 BRKWY STL BEAM SIGN SUPPT KG 12,320 6.86 84,557.34
1527 SIMPLE STL BEAM SIGN SUPP KG 6,170 4.45 27,449.12
1528 4.5KG STEEL U-CHNL POST M 8,899 23.73 211,172.84
1529 3KG STEEL U-CHNL POST EA 30 40.93 1,227.86
1531 TYPE A SIGNS, ERECTION EA 46 545.27 25,082.52
1532 TYPE B SIGNS, ERECTION EA 54 460.49 24,866.37
1533 TYPE D SIGNS, ERECTION EA 83 139.32 11,563.51
1534 TYPE E SIGNS, ERECTION EA 1,252 79.23 99,199.39
1535 TYPE F SIGNS, ERECTION EA 149 112.96 16,830.63
1536 MILEMARKERS, ERECTION EA 30 30.05 901.50
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 16
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1539 OVERHEAD SIGN ASSMBLY *** LS 26 50,827.08 1,321,504.03
1542 LITE SYS OVERHD SIGN *** LS 26 7,398.88 192,370.84
1544 REMV & DISP SIGN 1 SUPP EA 5 57.45 287.25
1547 REMV & DISP SIGN 2 SUPP EA 11 57.45 631.95
1550 REMV & DISPOSE OF SUPP EA 35 114.91 4,021.85
1552 REMV & DISPOSE OF FOOTNGS EA 35 160.93 5,632.55
1557 REMV & STKPL SIGN MTD U EA 8 26.00 208.00
1561 REMV & DISP U POSTS EA 42 19.21 807.04
1566 REMV & DISP OH SIGN ASSMB EA 10 2,001.20 20,012.04
1569 REMV & DISP OH SIGNS EA 2 250.00 500.00
1578 ATTA OH SIGN TO OH ASSMB EA 1 1,000.00 1,000.00
1587 ERECT SIGN ON SUPPORT EA 22 331.64 7,296.12
1589 ERECT SIGN ON U POST EA 42 120.49 5,060.46
1590 BARR SIGN SUPPORT ASSMBLY EA 7 344.71 2,412.97
2199 WORK ZONE SIGNS (STAT) M2 3,127.36 97.50 304,922.84
2249 WORK ZONE SIGNS (PORT) M2 1,331.90 89.65 119,411.76
2205 WORK ZONE SIGNS (BARRICAD M2 901.43 65.39 58,948.33
2214 FLASHING ARROW PANELS EA 50 4,448.05 222,402.64
2245 CHANGEABLE MESSAGE SIGNS EA 16 20,267.86 324,285.84
2251 WARNING FLAGS EA 411 16.74 6,879.24
2208 DRUMS EA 9,385 53.57 502,741.10
2204 CONES EA 4,165 19.60 81,632.20
2203 BARRICADES (TYPE III) M 4,327.59 43.60 188,687.28
2255 FLAGGER HR 17,462 17.50 305,624.10
2254 FLAGGER MD 9,058 143.62 1,300,956.50
2250 WARNING LIGHTS (TYPE B) EA 153 242.78 37,145.86
2231 TEMPORARY CRASH CUSHIONS EA 74 10,105.87 747,834.82
2233 RESET CRASH CUSHION EA 35 1,556.36 54,472.80
2236 TRUCK MTD IMP ATTN 45 MPH EA 44 8,146.83 358,460.41
2186 PORTABLE BARRIER M 20,260 57.44 1,163,683.34
2185 PORT BARRIER, ANCHORED M 680 77.43 52,654.70
2259 PORT BARRIER, DRAINAGE M 12 315.00 3,780.00
2260 RESET PORTABLE BARRIER M 13,542 8.39 113,654.19
2261 RESET PORT BARRIER ANCHRD M 265 40.00 10,600.00
2252 POLICE HR 382 29.95 11,440.00
2227 WORK ZONE ASPHALT ISLAND M 1,040 27.00 28,080.00
2234 BACKFILL MATERIAL M 2,700 10.04 27,120.00
2182 PORT CONC BARRIER, SF M 2,827 47.70 134,851.48
2183 R&R TEMP CONC BARRIER M 2,330 14.07 32,790.00
2045 REM TAPE LINES 100MM M 3,599 4.61 16,587.30
2052 REM TAPE LINES 200MM M 60 8.52 511.20
2061 REM TAPE LINES 600MM M 20 30.50 610.00
2048 100MM YELLOW TAPE M 16,330 3.79 61,846.96
2055 200MM YELLOW TAPE M 184 9.03 1,661.16
2070 REM TAPE PVT MKG CHARACT EA 9 747.50 6,727.50
2079 TAPE SYMBL 'SCHOOL' EA 3 1,035.00 3,105.00
2096 TAPE SYMB 'RT ARR' EA 2 195.00 390.00
2099 TAPE SYMB 'STR ARR' EA 7 192.43 1,347.00
2144 TEMP RAISED PVMT MRKS EA 700 5.17 3,620.00
2145 TEMP RAISED MRKS, CRYSTAL EA 5,514 4.29 23,639.40
2146 TEMP RAISED MRKS, C&R EA 6,304 4.24 26,758.06
2147 TEMP RAISED MRKS, Y&Y EA 13,473 4.71 63,442.92
2173 GR DELINATRS, TEMP CRYSTL EA 418 6.39 2,670.79
2187 GR DELINATRS, TEMP YELLOW EA 30 6.00 180.00
2189 BARRIER DELIN TEMP,CRYSTL EA 1,033 7.64 7,896.64
2188 BARRIER DELIN TEMP, YELLO EA 578 7.20 4,161.74
2217 TEMP STEEL BM GUARDRAIL M 3,730.39 24.19 90,250.94
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 17
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2222 GRDRAIL ANCH ************ EA 106 856.24 90,761.44
2225 GRDRAIL ANCH ************ EA 4 675.00 2,700.00
1863 100MM THERMO MKG, 2.3MMTK M 255,769 1.30 331,503.70
1864 100MM THERMO MKG 3.1MM TK M 92,364.50 1.53 141,186.05
1865 150MM THERMO WHITE 2.3MM M 14 2.50 35.00
1866 150MM THERMO MKG 3.1MM TK M 6,400 1.86 11,904.00
1867 200MM THERMO MKG 2.3MM TK M 15,619.60 2.44 38,097.41
1868 200MM THERMO MKG 3.1MM TK M 4,273 3.86 16,488.00
1869 300MM THERMO MKG 2.3MM TK M 3,125 3.72 11,625.00
1870 600MM THERMO MKG 3.1MM TK M 3,145.70 15.44 48,577.72
1871 100MM THERMO YELLOW 2.3MM M 185,664 1.28 238,102.40
1872 100MM THERMO YELLOW 3.0MM M 139,556.50 1.54 214,998.47
1873 200MM THERMO YELLOW 2.3MM M 9,373 2.29 21,492.90
1874 200MM THERMO YELLOW 3.0MM M 1,560 3.15 4,919.10
1877 THERMO PVT MKG CHARACTER EA 32 255.80 8,185.50
1880 THERMO PVM SYMB 'SCHOOL' EA 19 300.95 5,718.10
1883 THERMO PVM SYMB 'ONLY' EA 41 109.82 4,502.62
1886 THERMO PVT MKG SYMB 2.3MM EA 1,185 70.50 83,545.55
1889 THERMO PVM SYMB 'RT ARR' EA 299 71.91 21,502.48
1892 THERMO PVM SYMB 'STR ARR' EA 733 71.14 52,144.33
1895 THERMO PVM SYMB 'STR & LT EA 27 134.00 3,618.00
1898 THERMO PVM SYMB 'STR & RT EA 106 131.83 13,973.76
1901 THERMO PVM SYMB 'LT & RT EA 12 117.50 1,410.00
1904 THERMO PVM SYMB 'LT,STR,R EA 6 175.00 1,050.00
1907 THERMO PVM SYMB 'RAMP ARR EA 9 100.86 907.74
1913 EPOXY PVT MK LINES 100MM M 1,816 3.43 6,226.00
1920 EPOXY LINES 100MM YELLOW M 1,736 3.43 5,962.00
1960 COLD APP PLAS LINES 100MM M 267 5.23 1,397.40
1967 CP LINES 100MM YELLOW M 222 5.08 1,127.40
2023 PAINT PVT MKG LINES 100MM M 967,121 0.41 393,168.46
2029 PAINT PVT MKG LINES 150MM M 15,800 0.46 7,268.00
2032 PAINT PVT MKG LINES 200MM M 121,887 0.78 95,245.55
2039 PAINT PVT MKG LINES 300MM M 33,250 0.85 28,262.50
2042 PAINT PVT MKG LINES 600MM M 6,093.10 5.09 30,991.75
2026 PAINT MRKNS 100MM YELLOW M 896,269 0.41 366,096.47
2035 PAINT MRKNS 200MM YELLOW M 35,056 0.60 21,024.00
2067 PAINT PVMT SYMB 'RXR' EA 10 140.00 1,400.00
2076 PAINT PVT MKG CHARACTER EA 32 119.83 3,834.50
2085 PAINT PVMT SYMB 'ONLY' EA 105 57.08 5,993.50
2092 PAINT PVT MKG SYMBOL EA 625 34.52 21,576.50
2095 PAINT PVMT SYMB 'RT ARR' EA 339 29.64 10,047.20
2098 PAINT PVMT SYMB 'STR ARR' EA 762 32.34 24,643.80
2101 PAINT PVMT SYMB 'STR & LT EA 143 46.57 6,659.48
2104 PAINT PVMT SYMB 'STR & RT EA 227 51.72 11,740.14
2120 PAINT SYMB 'LT,STR,& RT' EA 7 75.43 528.00
2142 REMVL OF 100MM LINES M 140,015 1.52 213,637.55
2140 REMVL OF 150MM LINES M 1,520 1.81 2,751.20
2141 REMVL OF 200MM LINES M 3,657 2.65 9,697.25
2155 REMVL OF 300MM LINES M 875 5.03 4,401.25
2169 REMVL OF 600MM LINES M 308 12.09 3,724.29
2143 REMOVAL OF SYMBL & MESGS EA 240 40.35 9,685.23
2013 CURING COMPD REMOVAL LINE M 1,395 0.92 1,283.47
2149 PERM RAISED MRKS, CRYSTAL EA 4,648 5.29 24,570.50
2150 TEMP RAISED MRKS, C&C EA 651 4.12 2,683.50
2151 PERM RAISED MRKS, C&R EA 5,929 5.04 29,865.45
2154 PERM RAISED MRKS, YELLOW EA 770 5.95 4,586.00
2152 PERM RAISED MRKS, Y&Y EA 5,853 5.03 29,473.83
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 18
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2156 SNOWPLB RAISED MRKERS CRY EA 310 41.18 12,767.25
2157 SNOWPLB RAISED MRKERS Y&Y EA 1,758 37.68 66,251.94
2158 SNOWPLB RAISED MRKERS C&R EA 3,290 34.65 113,986.10
2159 SNOWPLB RAISED MRKERS Y&R EA 12 38.00 456.00
2170 GR DELINATRS, PERM CRYSTL EA 4,315 6.57 28,373.06
2164 GR DELINATRS, PERM YELLOW EA 858 6.29 5,394.30
2167 BARRIER DELIN PERM, CRYST EA 976 7.94 7,751.76
2166 BARRIER DELIN PERM, YELLW EA 254 7.41 1,882.50
2165 GRDRL END DELINEATION EA 622 33.83 21,042.99
2171 2.1M U-CHANNEL POSTS EA 110 59.97 6,596.30
2184 FLEX DELINATR (CRYSTAL) EA 464 27.71 12,859.80
2195 FLEX DELINATR (YELLOW) EA 166 28.07 4,659.80
2196 FLEX DELINATR (CRY & RED) EA 54 29.71 1,604.13
2197 FLEX DELINATR (YEL & RED) EA 50 29.99 1,499.65
2178 OBJECT MARKERS (TYPE 1) EA 17 77.76 1,322.00
2179 OBJECT MARKERS (TYPE 2) EA 30 100.00 3,000.00
2193 OBJECT MARKERS (TYPE 3) EA 110 82.60 9,086.30
2194 OBJECT MARKERS (END OF RD EA 40 74.17 2,966.79
1142 30.5M HIGH MOUNT STANDARD EA 4 11,700.76 46,803.04
1145 PORTABLE DRIVE UNIT EA 1 3,730.08 3,730.08
1147 HIGH MOUNT FOUNDATIONS M3 12.80 662.56 8,480.77
1148 HM LUMINAIRE ************ EA 16 602.62 9,641.92
1153 LIT STD MTLT ************ EA 18 1,780.27 32,044.80
1159 STD FOUNDAT *********** EA 8 658.12 5,264.96
1164 LITE STD LUM RDW 400W HPS EA 28 486.10 13,610.80
1174 SERVICE POLE ************ EA 1 1,433.88 1,433.88
1175 SERV LATERAL ************ M 15 27.74 416.10
1181 LITE CNTRL RW************ EA 1 6,991.82 6,991.82
1184 ELEC DUCT TYP BD SIZ **** M 102 15.01 1,530.81
1185 ELEC DUCT TYP JA SIZ **** M 19 103.49 1,966.31
1189 **#6 W/G FEEDER CIRCUIT M 931 5.92 5,511.52
1190 **#4 W/G FEEDER CIRCUIT M 118 6.93 817.74
1199 **#6 W/G FDR CIR 2 CNDUIT M 1,107 16.74 18,531.18
1200 **#4 W/G FDR CIR 2 CNDUIT M 537 18.48 9,923.76
1201 **#2 W/G FDR CIR 2 CNDUIT M 372 21.08 7,841.76
1206 ELEC JB ************ EA 7 543.80 3,806.60
1210 LIGHTING MAINTENANCE LS 1 11,181.37 11,181.37
1212 PORTABLE LIGHTING LS 9 52,511.11 472,600.00
1403 FND CONDIT MAT'L ******** MTN 4,437.30 22.26 98,769.03
1213 BEDDN MAT'L CL ********** MTN 4,389.30 22.11 97,066.53
1217 SEL BKFL MAT'L CLASS IV MTN 24 27.00 648.00
1405 PVMT REP FOR UTILITY WORK MTN 1,127.45 138.79 156,483.99
1245 150MM DI WP CL*********** M 153 170.43 26,076.00
1246 200MM DI WP CL*********** M 1,105.50 125.42 138,649.05
1248 300MM DI WP CL*********** M 588 65.21 38,341.92
1249 400MM DI WP CL*********** M 2,026.50 145.29 294,428.26
1233 100MM DI H2O PIPE 2.41MPA M 49.50 84.30 4,172.85
1234 150MM DI H2O PIPE 2.41MPA M 3,098.53 85.24 264,120.70
1235 200MM DI H2O PIPE 2.41MPA M 5,534.05 69.54 384,824.62
1236 250MM DI H2O PIPE 2.41MPA M 70 243.43 17,040.00
1237 300MM DI H2O PIPE 2.41MPA M 1,660.92 152.14 252,694.16
1238 400MM DI H2O PIPE ****MPA M 2,225.01 104.38 232,243.00
1240 600MM DI H2O PIPE ****MPA M 5 330.00 1,650.00
1222 150MM DI RS JT ********** M 151.60 221.89 33,638.84
1223 200MM DI RS JT ********** M 136.45 106.65 14,553.58
1225 300MM DI RS JT ********** M 949 151.20 143,488.80
1228 DI RES JT H2O PIPE FITNGS KG 5,646.08 10.28 58,024.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 19
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1253 20MM CU WATER PIPE TYPE K M 1,753.10 56.16 98,461.58
1254 25MM CU WATER PIPE TYPE K M 1,132.30 31.89 36,108.90
1272 ***MM PVC H2O P SD21 1.38 M 7 54.81 383.70
1274 25MM PVC H2O P SD21 1.38 M 3 20.60 61.80
1276 50MM PVC H2O P SD21 1.38 M 1,081.75 35.99 38,932.43
1277 100MM PVC H2O P SD21 1.38 M 454.85 36.06 16,403.95
1278 150MM PVC H2O P SD21 1.38 M 2,192.41 71.63 157,039.10
1279 200MM PVC H2O P SD21 1.38 M 780.85 96.43 75,301.79
1280 250MM PVC H2O P SD21 1.38 M 485 88.83 43,085.00
1281 300MM PVC H2O P SD21 1.38 M 778.94 46.35 36,106.05
1282 100MM PVC WP DR *** **** M 5.20 34.60 179.92
1283 150MM PVC WP DR *** **** M 329.50 75.95 25,025.10
1284 200MM PVC WP DR *** **** M 2,322.08 68.87 159,931.25
1286 300MM PVC WP DR *** **** M 2,263.80 110.84 250,922.01
1293 DI H2O FITTINGS 1.72MPA KG 57,448.90 8.91 511,885.16
1266 20MM PE H2O TUBE SDR9 *** M 4,273.95 8.39 35,845.26
1267 25MM PE H2O TUBE SDR9 *** M 60.26 1.96 118.11
1268 40MM PE H2O TUBE SDR9 *** M 5 1.75 8.75
1302 ***MM CORPORATION STOP EA 2 150.00 300.00
1303 20MM CORPORATION STOP EA 321 113.37 36,391.06
1304 25MM CORPORATION STOP EA 54 155.63 8,404.00
1306 50MM CORPORATION STOP EA 2 155.00 310.00
1317 25MM CURB STOP EA 4 154.50 618.00
1326 ***MM GATE V & V BX EA 2 375.00 750.00
1327 50MM GATE V & V BX EA 10 269.15 2,691.50
1328 100MM GATE V & V BX EA 8 394.89 3,159.16
1329 150MM GATE V & V BX EA 91 521.32 47,439.89
1330 200MM GATE V & V BX EA 33 645.78 21,310.61
1332 300MM GATE V & V BX EA 39 1,369.38 53,405.88
1337 400MM BUTRFLY V & V BX EA 14 2,119.43 29,672.00
1350 *** X ***MM TAPN SLV V BX EA 5 3,760.80 18,804.00
1308 *** X 20MM TAPPING SADDLE EA 172 84.93 14,608.48
1310 *** X ***MM TAPPING SADDL EA 14 116.87 1,636.15
1355 25MM AIR RELEASE ASSEMBLY EA 13 1,100.00 14,300.00
1357 50MM AIR RELEASE ASSEMBLY EA 3 2,400.00 7,200.00
1361 ***MM BLOW OFF ASSEMBLY EA 6 1,007.49 6,044.97
1363 50MM BLOW OFF ASSEMBLY EA 3 508.33 1,525.00
1296 150MM TRANS COUPLN ****** EA 14 277.86 3,890.00
1297 200MM TRANS COUPLN ****** EA 5 375.00 1,875.00
1299 300MM TRANS COUPLN ****** EA 2 725.73 1,451.46
1300 400MM TRANS COUPLN ****** EA 6 1,000.00 6,000.00
1373 RELOCATE WATER METER EA 150 473.35 71,002.40
1375 REMOVE WATER METER EA 15 150.00 2,250.00
1365 FIRE HYDRANT EA 11 1,503.54 16,539.00
1369 FIRE HYDRANT EXTENSION M 1.50 1,000.00 1,500.00
1367 RELOCATE FIRE HYDRANT EA 100 981.88 98,188.00
1371 R&STKPILE FIRE HYDRANTS EA 2 148.87 297.74
1408 100MM PVC SS PIPE SDR 35 M 531.09 32.21 17,104.34
1410 200MM PVC SS PIPE SDR 35 M 502.80 84.68 42,578.18
1414 ***MM PVC FRC MN SS 1.38 M 171 40.00 6,840.00
1416 150MM PVC FRC MN SS 1.38 M 4,628.20 43.33 200,547.55
1417 200MM PVC FRC MN SS 1.38 M 424 92.00 39,008.00
1431 100MM DI SS PIPE CL **** M 60 114.00 6,840.00
1433 200MM DI SS PIPE CL **** M 989 102.62 101,487.99
1434 250MM DI SS PIPE CL **** M 40 500.00 20,000.00
1435 300MM DI SS PIPE CL **** M 211 90.13 19,018.68
1437 450MM DI SS PIPE CL **** M 51.50 152.56 7,857.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 20
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1420 100MM DI SS PIPE PC 2.41 M 82.50 15.60 1,287.00
1422 200MM DI SS PIPE PC 2.41 M 387.60 79.39 30,770.31
1447 100MM DI FRC MN SS ****** M 10 75.00 750.00
1449 200MM DI FRC MN SS ****** M 68 735.00 49,980.00
1442 100MM DI FRC MN SS P 2.41 M 6.09 199.80 1,217.98
1443 150MM DI FRC MN SS P 2.41 M 180.50 105.93 19,121.30
1468 DI SS PIPE FITTINGS KG 10,719.41 9.68 103,753.47
1462 200MM VC SEWER PIPE M 127.50 300.00 38,250.00
1490 ***MM SS CLEAN-OUT EA 14 500.00 7,000.00
1492 SANITARY SEWER CLEAN-OUT EA 41 618.56 25,361.00
1470 STD 1200MM DIA PC MH 0-2M EA 36 1,701.58 61,256.82
1471 STD 1500MM DIA PC MH 0-2M EA 3 1,929.33 5,788.00
1482 STD PC MH WALL 1200MM 2+ M 36.46 475.54 17,341.55
1484 STD PC MH WALL, 1500MM 2+ M 7.30 652.74 4,765.00
1476 SS MH OS DROP ASSEMBLY M 1.87 780.00 1,458.60
1496 FL OR REMV *** PIPE ***** M2 708.90 49.10 34,808.18
1497 FL OR REMV 150 PIPE ***** M2 1,884.79 23.18 43,694.27
1498 FL OR REMV 200 PIPE ***** M2 5,926.16 18.39 108,965.78
1500 FL OR REMV 300 PIPE ***** M2 1,732.50 35.56 61,618.00
1501 FILL/REM ABN 400 PIPE *** M 2,238.60 52.38 117,253.70
1479 B,P&F ABANDN UTIL MANHOLE EA 36 524.03 18,865.13
1485 BREAK DOWN & REBUILD MH EA 20 1,209.50 24,190.00
1487 REMOVE EXISTING MANHOLE EA 2 1,112.21 2,224.42
1481 WATERTIGHT MH RING & CVR EA 3 458.91 1,376.74
1483 BREAK DOWN & CAP MANHOLE EA 1 1,155.00 1,155.00
1386 300MM STL NCAS PIPE****OC M 75.59 124.67 9,423.81
1387 450MM STL NCAS PIPE****OC M 85.15 98.96 8,426.27
1388 600MM STL NCAS PIPE****OC M 28.65 164.00 4,698.60
1389 750MM STL NCAS PIPE****OC M 42 454.98 19,109.00
1393 300MM STL NCAS PIPE****BJ M 15 675.00 10,125.00
1395 600MM STL NCAS PIPE****BJ M 19 624.00 11,856.00
1401 CL A CONC FOR PIERS M3 2.80 1,000.00 2,800.00
1081 TEMPORARY SILT FENCE M 45,115 9.30 419,442.35
1078 BRUSH BARRIERS M 620 37.75 23,405.00
1097 EROS CONTRL STONE CL A MTN 587 33.17 19,472.12
1098 EROS CONTRL STONE CL B MTN 48,266 30.50 1,472,159.95
1089 SEDIMENT CONTROL STONE MTN 23,823 29.00 690,921.15
1075 TEMPORARY MULCHING HA 945 953.30 900,866.28
1059 SEED FOR TEMP SEEDING KG 44,490.50 5.75 255,684.25
1060 FERT FOR TEMP SEEDING MTN 361.38 641.08 231,672.37
1076 TEMPORARY SLOPE DRAINS M 12,173 31.17 379,401.35
1077 INLET PROTCN @ TSD'S EA 776 184.77 143,379.47
52 SILT EXCAVATION M3 332,971 6.60 2,196,647.95
1056 SYNTHETIC ROVING M2 124,535 2.04 254,613.20
1067 MATTING FOR EROS CONTROL M2 129,270 2.06 266,289.10
1091 6.4MM HARDWARE CLOTH M 13,466 14.55 196,000.27
53 *** X *** X *** PERF TEE EA 24 2,237.42 53,698.07
54 *** X *** X *** PERF TEE EA 8 2,272.96 18,183.68
1085 STILLING BASINS M3 3,547 24.50 86,921.17
1057 SEEDING & MULCHING HA 1,060.05 2,722.99 2,886,510.20
1058 MOWING HA 526.40 93.38 49,158.27
1061 SEED FOR REPAIR SEEDING KG 12,001 13.17 158,051.75
1062 FERT FOR REPAIR SEEDING MTN 50.90 898.39 45,728.10
1063 SEED FOR SUPP SEEDING KG 30,210 4.39 132,531.50
1065 SODDING M2 14,905 6.79 101,249.80
1066 WATER KL 373.10 70.17 26,180.00
1068 FERTILIZER TOPDRESSING MTN 1,711.67 328.90 562,978.08
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 21
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1093 IMPERVIOUS DIKE M 277 78.47 21,737.70
1095 SPECIALIZED HAND MOWING HR 432 41.84 18,075.26
1096 RESPONSE FOR EROS CONTRL EA 434 230.42 100,002.72
2516 GLOSSY ABELIA EA 121 18.90 2,286.90
2526 RED MAPLE EA 27 129.87 3,506.49
2546 AMERICAN HORNBEAM EA 18 129.87 2,337.66
2646 AMERICAN HOLLY EA 11 259.74 2,857.14
2668 RED CEDAR EA 19 129.87 2,467.53
2748 SYCAMORE EA 12 129.87 1,558.44
2764 WHITE OAK EA 6 194.81 1,168.86
2770 PIN OAK EA 9 136.50 1,228.50
2810 CANADA HEMLOCK EA 11 79.80 877.80
2823 REFORESTATION HA 85.43 1,296.95 110,804.12
2822 WETLAND REFORESTATION HA 1.24 5,338.71 6,620.00
2834 MULCH FOR PLANTING M3 1,070 53.65 57,405.75
2836 WATER FOR PLANTING KL 83 87.23 7,240.33
2837 PLANT BED FUMIGATION M2 10,300.30 1.70 17,552.60
1594 1 SECT 200MM SIGNAL HEAD EA 1 300.00 300.00
1595 1 SECT 300MM SIGNAL HEAD EA 16 305.26 4,884.18
1598 3 SECT 200MM SIGNAL HEAD EA 53 725.00 38,425.00
1599 3 SECT 300MM SIGNAL HEAD EA 332 505.34 167,774.05
1603 4 SECT 300MM VERT SGNL HD EA 11 640.18 7,041.94
1607 4 SECT 300MM T SIGNAL HD EA 27 685.81 18,516.84
1610 5 SECT 200MM SIGNAL HEAD EA 1 895.00 895.00
1611 5 SECT 300MM SIGNAL HEAD EA 78 810.05 63,184.10
1635 RELOC 3 SECT 300MM SIG HD EA 14 236.50 3,311.00
1643 RELOC 300MM T SIGNAL HEAD EA 1 100.00 100.00
1647 RELOC 5 SECT 300MM SIG HD EA 2 453.20 906.40
1651 BKPLT 3 SECT 300MM SIG HD EA 23 172.17 3,960.00
1655 BKPLT 4 SECT 300MM VRT HD EA 2 195.00 390.00
1659 BKPLT 4 SECT 300MM T HEAD EA 1 160.00 160.00
1663 BKPLT 5 SECT 300MM SIG HD EA 3 270.00 810.00
1699 300MM PEDESTRN SIGNAL HD EA 70 726.34 50,844.00
1710 SIGN EA 145 209.04 30,310.88
1712 RELOCATE SIGN EA 13 93.61 1,217.00
1726 12-7 TRAFFIC SIGNAL CABLE M 12,021 6.35 76,363.20
1733 UNDRGRD COMM CABLE ** PR M 2,075 10.00 20,750.00
1740 AERIAL COMM CABLE ** PAIR M 1,500 10.00 15,000.00
1743 AERIAL COMMUNICATNS CABLE M 200 25.00 5,000.00
1749 9.52MM MESSENGER CABLE M 250 11.35 2,837.50
1752 2 PH CONTROLLER & CABINET EA 1 6,916.00 6,916.00
1754 4 PH CONTROLLER & CABINET EA 1 8,000.00 8,000.00
1756 2-8 PH CONTRLR & CABINET EA 22 9,034.66 198,762.48
1758 INSTALL 2-8 PH CTRLR&CBNT EA 8 2,157.94 17,263.55
1764 MODIFY CNTROLER & CABINET EA 4 3,090.00 12,360.00
1774 INST ON-ST MSTR CONTR ETC EA 1 1,790.00 1,790.00
1769 FOUNDTN CONTRLR CABNET EA 40 651.14 26,045.46
1776 BEACON CNTLR ASSEM & CBNT EA 1 699.00 699.00
1778 INDUCT LOOP 1.8 X ***M EA 4 668.88 2,675.53
1782 INDUCT LOOP 1.8 X 1.8M EA 339 312.89 106,071.12
1784 INDUCT LOOP 1.8 X 4.5M EA 2 448.62 897.24
1788 INDUCT LOOP 1.8 X 7.6M QD EA 2 762.50 1,525.00
1789 INDUCT LOOP 1.8 X 9.0M EA 1 460.00 460.00
1790 INDUCT LOOP 1.8 X 9.0M QD EA 2 712.50 1,425.00
1791 INDUCT LOOP 1.8 X 12.0M EA 1 760.00 760.00
1792 INDUCT LOOP 1.8 X 12.0MQD EA 107 971.80 103,982.90
1794 INDUCT LOOP 1.8 X 18.0MQD EA 257 1,052.07 270,382.82
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 22
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1802 LEAD-IN CABLE M 2,350 4.00 9,400.00
1803 LEAD-IN CBLE UNDRGRD INST M 2,300 2.25 5,175.00
1805 50MM CONDUIT M 1,475 4.36 6,432.75
1809 TRENCHING (UNPAVED) M 15,520 8.80 136,561.95
1810 TRENCHING (PAVED) M 979 59.32 58,079.05
1819 TWO CHNL DETECT UNIT EA 180 284.39 51,190.95
1825 PULL BOX EA 332 252.87 83,951.75
1830 WOOD POLE EA 186 602.54 112,071.81
1832 25MM RISER W/ WEATHERHEAD EA 52 337.05 17,526.82
1833 50MM RISER W/ WEATHERHEAD EA 191 354.50 67,709.28
1835 GUY ASSEMBLY EA 376 192.40 72,342.80
1828 PEDESTRIAN SIGNL PEDESTAL EA 7 473.28 3,313.00
1837 METAL POLE EA 7 4,690.27 32,831.88
1849 FOUNDATION FOR METAL POLE EA 11 3,236.36 35,600.00
1807 JACKING & BORING M 297 158.33 47,025.50
2275 CM&R TEMP STR *********** LS 8 144,875.00 1,159,000.00
2277 TEMP RR SHORING ***,***** LS 2 50,000.00 100,000.00
2278 REMV STR @ ************ LS 5 52,340.00 261,700.00
2284 REMV STR @ ************ LS 49 29,700.36 1,455,317.89
2287 REMV STRS @ ************ LS 1 115,000.00 115,000.00
2293 REMV STR @ ************ LS 25 13,843.16 346,079.00
2294 PC RCBC @ ************ LS 1 158,700.00 158,700.00
2297 FNDATION EXCAV M3 576 33.33 19,198.08
2303 FND EXCAV EB ** @ ******* LS 4 16,125.00 64,500.00
2306 FND EXCAV B** @ ********* LS 47 8,638.17 405,994.05
2308 ****MM DRILLD PIER NO ROC M 1,783.74 919.08 1,639,407.03
2309 ****MM DRILLD PIER IN ROC M 500.20 3,957.66 1,979,620.39
2312 UNCL STR EXCAV M3 7,155 15.53 111,124.75
2314 CULV EXCAV @ ************ LS 51 27,492.06 1,402,095.25
2317 FND COND MATL BOX CULV MTN 4,201.70 32.00 134,437.70
2323 REINF CONC DECK SLAB M2 58,023 161.65 9,379,390.00
2324 REINF CONC DECK SLAB LTWT M2 6,788 180.80 1,227,267.73
2325 GROOVING BRIDGE FLOORS M2 54,646.20 4.49 245,615.11
2329 CL AA CONC, BRIDGE M3 140.80 820.42 115,515.30
2330 CL A CONC, BRIDGE M3 10,927.40 496.90 5,429,867.06
2336 CL A CONC, CULVERT M3 10,289.99 480.16 4,940,890.78
2342 APPROACH SLABS ********** LS 88 19,513.35 1,717,174.86
2345 REINF STEEL (BRIDGE) KG 1,462,548 0.99 1,446,829.26
2348 EPOXY CTD REINF STL BRG KG 14,366 1.84 26,393.80
2354 SPIRAL COL REINF STL STR KG 158,811 1.99 316,875.71
2357 REINF STL CULV KG 1,061,559 0.98 1,044,819.99
2363 914MM PRESTR CONC GIRDERS M 1,017.34 242.43 246,636.10
2364 1143MM PRESTR CONC GIRDER M 2,157.13 248.02 535,022.01
2365 1372MM PRESTR CONC GIRDER M 9,315.41 299.84 2,793,183.67
2366 STRUCTURAL STEEL LS 4,592,969 2.20 10,128,228.55
2367 PAINTING STR STL ******** LS 11 10,625.00 116,875.00
2383 305MM PRESTR CONC PILES M 2,018.10 72.06 145,418.54
2386 508MM PRESTR CONC PILES M 3,325 174.93 581,644.00
2394 HP310X79 STL PILE M 27,687.80 73.28 2,029,011.90
2399 HP360X108 STL PILE M 5,953.50 100.72 599,646.00
2403 STEEL PILE POINTS EA 115 75.90 8,729.00
2404 STEEL PILE TIPS EA 36 290.00 10,440.00
2400 PAINTING STL PILE ******* LS 13 25,668.46 333,690.00
2417 METHOD A WATERPROOFING M2 87.80 40.00 3,512.00
2426 METHOD D DAMPPROOFING M2 178 25.00 4,450.00
2429 ONE BAR METAL RAIL M 1,087.50 144.98 157,671.44
2432 TWO BAR METAL RAIL M 500.63 180.99 90,611.57
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 23
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2435 THREE BAR METAL RAIL M 440.15 429.45 189,021.80
2444 CONC BARRIER RAIL M 9,161.76 127.44 1,167,606.06
2447 ***X****MM CONC PARAPET M 1,657.35 146.10 242,140.88
2455 100MM SLOPE PROTECTION M2 18,220.60 44.50 810,865.73
2467 PLAIN RIP RAP B MTN 445 44.77 19,925.00
2479 PLAIN RIP RAP II 600MM TK MTN 23,027 37.62 866,238.25
2477 RIP RAP FILTER FABRIC M2 1,987 2.09 4,145.00
2476 EROS CONTRL STONE CL B MTN 1,526 40.00 61,040.00
2469 SELF-LUB EXP BEARING ASMB LS 1 20,000.00 20,000.00
2473 POT BEARINGS LS 9 51,169.68 460,527.11
2475 ELASTOMERIC BEARINGS LS 44 9,150.32 402,614.05
2481 EPOXY RESIN INJECTION M 30.10 300.00 9,030.00
2483 EVAZOTE JOINT SEALS LS 27 9,714.23 262,284.12
2484 STRIP SEALS LS 2 12,500.00 25,000.00
2487 EXPANSION JOINT SEALS LS 6 35,223.47 211,340.82
2488 MODULAR EXP JOINT SEALS LS 1 29,798.74 29,798.74
2490 PREFORMED COMP JOINT SEAL LS 4 7,729.79 30,919.18
2493 ELECT COND SYS ********** LS 8 7,082.18 56,657.47
2496 ELECT COND SYS ********** LS 3 5,542.17 16,626.50
2499 STR DRAIN SYS *********** LS 1 50,000.00 50,000.00
2505 914X457PRSTR C CORED SLB M 1,266.79 277.20 351,158.55
2508 914X533PRSTR C CORED SLB M 8,733.59 266.38 2,326,472.58
2511 RET ERTH WL ********** 2 LS 2 186,500.00 373,000.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 24
MISC. ITEMS NOT INCLUDED IN ABOVE ITEM LIST.
MISC. GRADING 842,467.02
MISC. DRAINAGE 617,025.47
MISC. PAVING 3,402,430.05
MISC. FENCING 28,223.41
MISC. BUILDINGS 543.90
MISC. LANDSCAPING 122,708.35
MISC. SIGNS 13,248.34
MISC. SIGNALIZATN 10,098,569.98
MISC. LIGHTING 4,112.98
MISC. UTILITIES 638,219.77
MISC. RR TRACK 212,830.90
MISC. CULVERTS 134,400.00
MISC. RETAIN WALLS 2,265,593.83
MISC. BRIDGES 1,182,065.50
MISC. OTHER 2,653,988.78
MISC. ELECTRICAL 361,445.00
TOTALS FOR ALL ITEMS IN EACH WORK GROUP.
TOTAL GRADING 69,208,417.95
TOTAL DRAINAGE 21,495,933.80
TOTAL PAVING 92,495,425.94
TOTAL FENCING 864,540.13
TOTAL BUILDINGS 382,549.38
TOTAL LANDSCAPING 13,024,399.72
TOTAL SIGNS 2,135,693.78
TOTAL SIGNALIZATN 12,110,779.71
TOTAL LIGHTING 666,242.20
TOTAL UTILITIES 6,162,469.93
TOTAL RR TRACK 280,844.54
TOTAL CULVERTS 8,178,049.22
TOTAL RETAIN WALLS 2,638,593.83
TOTAL BRIDGES 53,779,411.64
TOTAL OTHER 21,753,014.93
TOTAL ELECTRICAL 6,963,372.48
GRAND TOTAL 312,139,739.18
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 25
AVERAGE UNIT BIDS
DIVISION 01
DATE 9701-9712
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
***** FEB 1997 *****
01/01 B-2511 8.1010702 BERTIE 1,185,850.27 RWY BRN 1,175 1.009 2 0 0 LS U B 1 1 1
01/02 B-2511 8.1010702 BERTIE 806,811.42 BRG BRN A 0.091 6 721 15 LS U B 1 1 1 5+41.000 -L-
PROJECT TOTAL = 1,992,661.69 CAROLINA BRIDGE COMPAN
13/01 U-2813 9.8011416 NORTHAMPT 676,013.40 RWY 914 0.740 2 0 0 L 2 1 10
PROJECT TOTAL = 676,013.40 ROSE BROTHERS PAVING C
***** FEB 1997 TOTAL = $2,668,675.09
***** MAY 1997 *****
11/01 W-3410 8.7307006 HERTFORD 511,933.20 RWY STP 762 0.672 2 0 0 1 1 7
PROJECT TOTAL = 511,933.20 ROSE BROTHERS PAVING C
***** MAY 1997 TOTAL = $511,933.20
***** JUN 1997 *****
07/01 W-3430 8.7301001 BERTIE 249,740.67 RWY STP 568 0.440 2 0 0 1 1 1
PROJECT TOTAL = 249,740.67 ROSE BROTHERS PAVING C
***** JUN 1997 TOTAL = $249,740.67
***** AUG 1997 *****
11/01 U-2813 9.8011418 NORTHAMPT 759,318.92 RWY 811 0.936 2 0 0 L U 2 1 10
11/02 U-2813 9.8011418 NORTHAMPT 5,483.40 RWY 0.000 0 0 0 L U 2 1 10 ROANOKE RAPI
PROJECT TOTAL = 764,802.32 ROSE BROTHERS PAVING C
***** AUG 1997 TOTAL = $764,802.32
***** OCT 1997 *****
04/01 R-2404 6.019003T BERTIE 7,404,392.60 RWY 1,171 6.322 2 0 0 S U B 1 1 1
04/02 R-2404 6.019003T BERTIE 890,443.78 BRG A 0.046 3 721 15 S U B 1 1 1 78+47.000-LR
PROJECT TOTAL = 8,294,836.38 BARNHILL CONTRACTING C
***** OCT 1997 TOTAL = $8,294,836.38
GRAND TOTAL = $12,489,987.66
COST/PROJECT MILE = $1,217,822.50 TOTAL PROJECT MILES = 10.256
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 26
AVERAGE UNIT BIDS
DIVISION 01
DATE 9701-9712
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 6 103,316.67 619,900.00
2 CONSTRUCTION SURVEYING LS 2 91,500.00 183,000.00
7 CLEARING & GRUBBING LS 12.86 34,859.32 448,500.00
8 SUPP CLEARING & GRUBBING HA 5.80 3,741.38 21,700.00
15 UNCLASSIFIED EXCAVATION M3 77,680 5.21 404,432.00
18 REINF BRG APPR ********** LS 2 13,000.00 26,000.00
19 UNDERCUT EXCAVATION M3 62,200 5.37 334,020.00
21 GRADING LS 4 85,587.50 342,350.00
22 SUPP CLEARING & GRUBBING HA 1.20 1,833.33 2,200.00
23 UNDERCUT EXCAVATION M3 2,450 12.96 31,750.00
29 SELECT GRANULAR MATERIAL M3 400 11.10 4,440.00
31 SOIL STABILIZATION FABRIC M2 9,000 1.23 11,040.00
32 WICK DRAINS M2 23,800 0.98 23,324.00
37 BORROW EXCAVATION M3 128,225 6.51 834,845.00
41 EMB SETTLEMENT GAUGES EA 5 350.00 1,750.00
45 DRAINAGE DITCH EXCAVATION M3 9,290 6.89 64,059.00
48 PIPE CLEANOUT M 118 52.08 6,145.00
60 REMOVAL OF ASPH PAVEM'T M2 5,225 5.12 26,733.25
64 TEMPORARY SHORING M2 520 104.50 54,340.00
77 SELECT MATERIAL II MTN 1,080 11.31 12,220.00
74 FND CONDIT MAT'L MIN STR MTN 1,689 13.98 23,615.45
81 BEDDING MAT'L PIPE CULV MTN 1,689 13.98 23,615.45
100 300MM RCP CULV CLASS III M 394.80 71.60 28,269.89
101 375MM RCP CULV CLASS III M 1,677.60 72.84 122,197.87
102 450MM RCP CULV CLASS III M 1,393.20 77.74 108,309.96
103 600MM RCP CULV CLASS III M 744 93.95 69,898.08
104 750MM RCP CULV CLASS III M 442.40 126.71 56,058.25
105 900MM RCP CULV CLASS III M 44.40 250.00 11,100.00
106 1050MM RCP CULV CLASS III M 43.20 235.00 10,152.00
107 1200MM RCP CULV CLASS III M 46.80 290.08 13,575.74
109 1500MM RCP CULV CLASS III M 34.80 426.51 14,842.55
172 375 X *** X ***MM RCP T 3 EA 2 305.00 610.00
173 375 X 375 X 375MM RCP T 3 EA 2 500.00 1,000.00
174 450 X *** X ***MM RCP T 3 EA 3 350.00 1,050.00
176 600 X *** X ***MM RCP T 3 EA 4 487.50 1,950.00
199 450MM CS PIPE CULV 1.63MM M 211.20 52.50 11,088.00
251 ***MM BCCSP B **** M 12 59.06 708.72
255 400MM BCCSP B 1.63 M 99.60 60.55 6,030.78
258 450MM BCCSP B 1.63 M 8.40 78.74 661.42
261 600MM BCCSP B 1.63 M 21.60 85.30 1,842.48
382 400MM BCCSP ELB B 1.63 EA 10 150.00 1,500.00
383 450MM BCCSP ELB B 1.63 EA 2 180.00 360.00
384 600MM BCCSP ELB B 1.63 EA 2 225.00 450.00
426 ***0X ***0MM BCCSP ARC*** M 121.80 412.36 50,226.00
497 FINE GRADING LS 2 233,000.00 466,000.00
501 LIME TRTD SOIL (QUICKLIME M2 2,500 7.50 18,750.00
503 LIME FOR LIME TRTD SOIL MTN 25 175.00 4,375.00
530 INCIDENTAL STONE BASE MTN 1,130 22.56 25,494.00
540 MILLING ASPH PVMT ***MM M2 44,100 2.99 131,859.00
547 ASPHALT CEMENT PLANT MIX MTN 4,401 171.57 755,062.20
552 ASPH CONC BASE CO TYPE HB MTN 33,760 28.07 947,672.00
560 ASPH CONC BIND CO H MTN 725 37.71 27,343.85
558 ASPH CONC BIND CO HDB MTN 32,930 29.03 955,841.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 27
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
563 ASPH CONC SURF CO I-1 MTN 1,940 38.28 74,267.50
568 ASPH CONC SURF CO HDS MTN 23,280 29.03 675,820.25
574 ASPH PLT MIX PVMT REPAIR MTN 470 113.35 53,275.00
657 RIGHT OF WAY MARKERS EA 68 90.00 6,120.00
659 PIPE REMOVAL M 1,129.70 17.33 19,573.48
662 SUBDRAIN EXCAVATION M3 828 3.27 2,707.56
663 SUBDR FINE AGGREGATE M3 621 23.54 14,618.34
665 150MM PERF SUBDR PIPE M 1,500 8.20 12,300.00
668 150MM SUBDR PIPE Y,T,&L'S EA 150 5.00 750.00
670 CONC PAD FOR SUBDRN OUTLT EA 10 125.00 1,250.00
672 150MM OUTLET PIPE (SD) M 20 32.81 656.20
686 METAL FUNNELS EA 5 650.00 3,250.00
688 300MM FUNNEL DRAIN PIPE M 37.20 70.06 2,606.40
690 300MM FUNNEL DRAIN ELBOWS EA 5 162.40 812.00
694 CONC EWALLS CLASS A M3 45.20 873.72 39,492.29
695 CONC EWALLS CLASS B M3 18.10 846.20 15,316.16
696 BRICK MASONRY ENDWALLS M3 3 800.00 2,400.00
698 REINFORCING STEEL, EWALL KG 2,965 2.33 6,915.00
700 PIPE COLLARS M3 12.93 919.11 11,884.06
702 PIPE PLUGS M3 1.60 491.67 786.67
706 MASONRY DRAINAGE STRS EA 167 1,052.21 175,720.00
708 MASONRY DRAINAGE STRS M 4.50 656.17 2,952.77
714 FRM & GRT DETAIL 840.**** EA 1 275.00 275.00
724 FRM GRT&HD STD 840.03**** EA 83 291.32 24,180.00
730 FRM & 2GRTS STD 840.16 EA 45 298.00 13,410.00
738 FRM & 2GRTS STD 840.22 EA 22 200.00 4,400.00
742 FRM & 2GRTS STD 840.24 EA 11 302.73 3,330.00
746 FRAME W/2 GRTS STD 840.33 EA 2 310.00 620.00
740 FRM W/2GRTS STD 840.36 EA 2 275.00 550.00
748 FRM W/GOVER STD 840.54 EA 1 170.00 170.00
768 *** X ***MM CONC CURB M 304 54.01 16,418.70
772 750MM CONC CURB & GUTTER M 6,240 36.80 229,642.00
776 SHLDR BERM GUTTER M 134 55.73 7,467.80
789 100MM CONC SIDEWALK M2 520 33.00 17,160.00
791 CONC WHEELCHAIR RAMPS M2 210 34.02 7,145.00
793 150MM CONC DRIVEWAY M2 1,240 37.44 46,432.00
795 100MM CONC PAVED DITCH M2 3 33.00 99.00
805 125MM MONOLITHIC CONC ISL M2 35 33.00 1,155.00
806 150MM MONOLITHIC CONC ISL M2 181 39.47 7,144.07
831 ADJUSTMENT OF MANHOLES EA 12 290.00 3,480.00
833 ADJUSTMT OF MB & VALVE BX EA 4 275.00 1,100.00
863 STL BM GRDRAIL M 2,232.66 35.20 78,596.99
864 STL BM GRDRAIL SHOP CURV M 45.72 47.03 2,150.37
873 ADDIT GRDRAIL POSTS EA 20 40.00 800.00
875 GRDRAIL ANCHOR ********** EA 4 2,400.00 9,600.00
879 GRDRAIL ANCHOR AT-1 EA 3 491.67 1,475.00
891 GRDRAIL ANCHOR CAT-1 EA 5 600.00 3,000.00
892 GRDRAIL ANCHOR MELT EA 18 1,100.00 19,800.00
903 GRDRAIL ANCHOR VI (MOD) EA 4 1,100.00 4,400.00
912 GRDRAIL ANCHOR XI EA 4 1,025.00 4,100.00
914 GRDRAIL ANCHOR XIII EA 4 425.00 1,700.00
920 REMOVE GUARDRAIL M 443.40 5.71 2,531.29
963 CL FENCE ****MM FABRIC M 82 31.16 2,555.12
969 LINE POST FOR ****MM CL F EA 26 38.00 988.00
975 TERM POST FOR ****MM CL EA 4 100.00 400.00
981 M GATE POST ****MM CL F EA 2 95.00 190.00
985 ADDITIONAL BARBED WIRE M 34 2.45 83.30
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 28
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1008 PLN RIP RAP CL I MTN 70 44.09 3,086.30
1053 PLN RIP RAP, CLASS A MTN 35 43.39 1,518.79
1054 PLN RIP RAP, CLASS B MTN 687 46.36 31,852.20
43 FILTER FABRIC FOR DRAINGE M2 2,465 2.10 5,186.00
1100 DEMOLIT OF BLDG ITEM **** LS 4 1.00 4.00
1528 4.5KG STEEL U-CHNL POST M 450 21.33 9,598.50
1533 TYPE D SIGNS, ERECTION EA 4 125.00 500.00
1534 TYPE E SIGNS, ERECTION EA 58 100.00 5,800.00
1535 TYPE F SIGNS, ERECTION EA 10 100.00 1,000.00
2199 WORK ZONE SIGNS (STAT) M2 107.64 140.67 15,142.32
2249 WORK ZONE SIGNS (PORT) M2 96 113.28 10,875.00
2205 WORK ZONE SIGNS (BARRICAD M2 63 54.84 3,455.22
2214 FLASHING ARROW PANELS EA 5 3,400.00 17,000.00
2251 WARNING FLAGS EA 4 50.00 200.00
2208 DRUMS EA 905 47.82 43,275.00
2204 CONES EA 520 22.11 11,500.00
2203 BARRICADES (TYPE III) M 233 51.16 11,920.10
2255 FLAGGER HR 2,400 11.00 26,400.00
2254 FLAGGER MD 1,010 145.20 146,650.00
2250 WARNING LIGHTS (TYPE B) EA 4 530.00 2,120.00
2231 TEMPORARY CRASH CUSHIONS EA 4 7,500.00 30,000.00
2236 TRUCK MTD IMP ATTN 45 MPH EA 1 9,500.00 9,500.00
2186 PORTABLE BARRIER M 1,740 77.23 134,376.00
2234 BACKFILL MATERIAL M 200 4.10 820.00
2048 100MM YELLOW TAPE M 76 6.56 498.56
2147 TEMP RAISED MRKS, Y&Y EA 875 6.16 5,390.00
2173 GR DELINATRS, TEMP CRYSTL EA 24 6.00 144.00
2189 BARRIER DELIN TEMP,CRYSTL EA 120 8.50 1,020.00
2188 BARRIER DELIN TEMP, YELLO EA 60 8.00 480.00
1863 100MM THERMO MKG, 2.3MMTK M 12,898 1.26 16,281.70
1864 100MM THERMO MKG 3.1MM TK M 3,800 1.54 5,852.00
1865 150MM THERMO WHITE 2.3MM M 14 2.50 35.00
1870 600MM THERMO MKG 3.1MM TK M 117 15.16 1,774.00
1871 100MM THERMO YELLOW 2.3MM M 7,700 1.25 9,625.00
1872 100MM THERMO YELLOW 3.0MM M 9,480 1.57 14,889.00
1886 THERMO PVT MKG SYMB 2.3MM EA 109 74.08 8,075.00
1889 THERMO PVM SYMB 'RT ARR' EA 3 75.00 225.00
1898 THERMO PVM SYMB 'STR & RT EA 3 150.00 450.00
1904 THERMO PVM SYMB 'LT,STR,R EA 2 140.00 280.00
2023 PAINT PVT MKG LINES 100MM M 70,364 0.53 37,334.20
2042 PAINT PVT MKG LINES 600MM M 201 5.37 1,080.00
2026 PAINT MRKNS 100MM YELLOW M 72,310 0.53 38,206.00
2035 PAINT MRKNS 200MM YELLOW M 540 1.97 1,062.00
2092 PAINT PVT MKG SYMBOL EA 30 43.33 1,300.00
2095 PAINT PVMT SYMB 'RT ARR' EA 1 45.00 45.00
2098 PAINT PVMT SYMB 'STR ARR' EA 6 35.00 210.00
2104 PAINT PVMT SYMB 'STR & RT EA 3 90.00 270.00
2142 REMVL OF 100MM LINES M 10,740 2.72 29,190.00
2141 REMVL OF 200MM LINES M 80 6.00 480.00
2169 REMVL OF 600MM LINES M 21 20.00 420.00
2151 PERM RAISED MRKS, C&R EA 752 5.74 4,320.00
2154 PERM RAISED MRKS, YELLOW EA 120 8.00 960.00
2152 PERM RAISED MRKS, Y&Y EA 352 4.20 1,478.00
2170 GR DELINATRS, PERM CRYSTL EA 174 6.00 1,044.00
2164 GR DELINATRS, PERM YELLOW EA 24 6.00 144.00
2167 BARRIER DELIN PERM, CRYST EA 15 8.50 127.50
2165 GRDRL END DELINEATION EA 26 40.00 1,040.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 29
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2171 2.1M U-CHANNEL POSTS EA 4 106.00 424.00
2193 OBJECT MARKERS (TYPE 3) EA 4 107.00 428.00
1403 FND CONDIT MAT'L ******** MTN 85 21.30 1,810.80
1213 BEDDN MAT'L CL ********** MTN 85 21.30 1,810.80
1405 PVMT REP FOR UTILITY WORK MTN 17 110.00 1,870.00
1236 250MM DI H2O PIPE 2.41MPA M 18 132.00 2,376.00
1253 20MM CU WATER PIPE TYPE K M 102 35.70 3,642.00
1276 50MM PVC H2O P SD21 1.38 M 47 57.45 2,700.00
1280 250MM PVC H2O P SD21 1.38 M 300 106.00 31,800.00
1283 150MM PVC WP DR *** **** M 150 75.00 11,250.00
1284 200MM PVC WP DR *** **** M 1,463 65.00 95,095.00
1293 DI H2O FITTINGS 1.72MPA KG 2,366 9.24 21,863.00
1266 20MM PE H2O TUBE SDR9 *** M 12.50 66.00 825.00
1303 20MM CORPORATION STOP EA 14 60.36 845.00
1327 50MM GATE V & V BX EA 2 220.00 440.00
1329 150MM GATE V & V BX EA 10 412.00 4,120.00
1330 200MM GATE V & V BX EA 10 600.00 6,000.00
1308 *** X 20MM TAPPING SADDLE EA 1 125.00 125.00
1310 *** X ***MM TAPPING SADDL EA 2 180.00 360.00
1296 150MM TRANS COUPLN ****** EA 5 300.00 1,500.00
1297 200MM TRANS COUPLN ****** EA 5 375.00 1,875.00
1373 RELOCATE WATER METER EA 7 221.43 1,550.00
1367 RELOCATE FIRE HYDRANT EA 3 800.00 2,400.00
1497 FL OR REMV 150 PIPE ***** M2 683 15.00 10,245.00
1498 FL OR REMV 200 PIPE ***** M2 958 18.00 17,244.00
1081 TEMPORARY SILT FENCE M 6,555 7.49 49,125.50
1078 BRUSH BARRIERS M 620 37.75 23,405.00
1097 EROS CONTRL STONE CL A MTN 55 40.31 2,217.00
1098 EROS CONTRL STONE CL B MTN 3,247 41.58 135,024.00
1089 SEDIMENT CONTROL STONE MTN 1,440 35.03 50,449.00
1075 TEMPORARY MULCHING HA 28.50 952.21 27,138.00
1059 SEED FOR TEMP SEEDING KG 1,388 5.58 7,750.25
1060 FERT FOR TEMP SEEDING MTN 11.13 612.49 6,817.00
1076 TEMPORARY SLOPE DRAINS M 195 29.51 5,755.50
1077 INLET PROTCN @ TSD'S EA 21 200.00 4,200.00
52 SILT EXCAVATION M3 9,831 5.57 54,790.50
1056 SYNTHETIC ROVING M2 7,730 1.87 14,464.00
1067 MATTING FOR EROS CONTROL M2 3,865 1.80 6,956.25
1091 6.4MM HARDWARE CLOTH M 1,840 15.62 28,742.00
53 *** X *** X *** PERF TEE EA 1 2,500.00 2,500.00
1057 SEEDING & MULCHING HA 37.05 2,600.48 96,347.65
1058 MOWING HA 20.40 91.60 1,868.70
1061 SEED FOR REPAIR SEEDING KG 401 11.56 4,634.00
1062 FERT FOR REPAIR SEEDING MTN 1.90 648.68 1,232.50
1063 SEED FOR SUPP SEEDING KG 1,400 5.49 7,692.25
1065 SODDING M2 6,240 6.45 40,266.00
1066 WATER KL 156.60 42.87 6,714.00
1068 FERTILIZER TOPDRESSING MTN 56.67 346.20 19,619.25
1095 SPECIALIZED HAND MOWING HR 16 45.00 720.00
1096 RESPONSE FOR EROS CONTRL EA 29 100.00 2,900.00
2823 REFORESTATION HA 3.20 1,235.00 3,952.00
1595 1 SECT 300MM SIGNAL HEAD EA 8 399.00 3,192.00
1710 SIGN EA 4 299.00 1,196.00
1726 12-7 TRAFFIC SIGNAL CABLE M 88 6.17 542.96
1776 BEACON CNTLR ASSEM & CBNT EA 1 699.00 699.00
1830 WOOD POLE EA 2 750.00 1,500.00
1832 25MM RISER W/ WEATHERHEAD EA 1 385.00 385.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 30
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1833 50MM RISER W/ WEATHERHEAD EA 1 395.00 395.00
1835 GUY ASSEMBLY EA 2 250.00 500.00
2284 REMV STR @ ************ LS 2 33,750.00 67,500.00
2329 CL AA CONC, BRIDGE M3 101.40 789.50 80,055.30
2330 CL A CONC, BRIDGE M3 95.70 545.00 52,156.50
2342 APPROACH SLABS ********** LS 2 30,000.00 60,000.00
2345 REINF STEEL (BRIDGE) KG 10,397 1.50 15,595.50
2348 EPOXY CTD REINF STL BRG KG 10,060 2.11 21,226.60
2386 508MM PRESTR CONC PILES M 3,325 174.93 581,644.00
2404 STEEL PILE TIPS EA 36 290.00 10,440.00
2432 TWO BAR METAL RAIL M 85.35 230.00 19,631.88
2444 CONC BARRIER RAIL M 179.54 145.00 26,033.30
2447 ***X****MM CONC PARAPET M 89.92 275.00 24,728.00
2479 PLAIN RIP RAP II 600MM TK MTN 980 42.00 41,160.00
2475 ELASTOMERIC BEARINGS LS 2 6,925.00 13,850.00
2508 914X533PRSTR C CORED SLB M 2,378.80 276.79 658,434.12
MISC. ITEMS NOT INCLUDED IN ABOVE ITEM LIST.
MISC. GRADING 193,200.00
MISC. PAVING 50,887.50
MISC. FENCING 900.00
MISC. LANDSCAPING 1,145.00
MISC. SIGNS 950.00
MISC. SIGNALIZATN 516.60
MISC. UTILITIES 10,054.80
MISC. BRIDGES 24,800.00
MISC. OTHER 9,000.00
TOTALS FOR ALL ITEMS IN EACH WORK GROUP.
TOTAL GRADING 2,865,387.68
TOTAL DRAINAGE 1,010,892.09
TOTAL PAVING 4,670,767.27
TOTAL FENCING 5,116.42
TOTAL BUILDINGS 4.00
TOTAL LANDSCAPING 639,796.34
TOTAL SIGNS 17,848.50
TOTAL SIGNALIZATN 8,926.56
TOTAL UTILITIES 231,801.40
TOTAL BRIDGES 1,697,255.20
TOTAL OTHER 871,426.00
TOTAL ELECTRICAL 470,766.20
GRAND TOTAL 12,489,987.66
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 31
AVERAGE UNIT BIDS
DIVISION 02
DATE 9701-9712
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
***** JUN 1997 *****
01/01 B-2855 8.1221601 PITT 136,051.47 RWY BRS 712 0.191 2 0 0 C 1 2 22
01/02 B-2855 8.1221601 PITT 187,530.00 CLV BRS 0.009 1 102 2 C 1 2 22 11+00.000 L
PROJECT TOTAL = 323,581.47 S. T. WOOTEN CORPORATI
***** JUN 1997 TOTAL = $323,581.47
***** JUL 1997 *****
02/01 U-2542 8.1200401 LENOIR 6,852,636.12 RWY STP 1,338 5.120 5 632 0 S UR C 1 2 20
02/02 U-2542 8.1200401 LENOIR 468,950.16 RWY STP 0.000 0 0 0 S UR C 1 2 20 KINSTON COST
02/03 U-2542 8.1200401 LENOIR 102,916.30 CLV STP 0.000 1 201 1 S UR C 1 2 20 1+286.750-Y-
PROJECT TOTAL = 7,424,502.58 LANIER CONSTRUCTION CO
***** JUL 1997 TOTAL = $7,424,502.58
***** SEP 1997 *****
01/01 B-2805 8.1150801 BEAUFORT 166,176.06 RWY BRS 827 0.201 2 0 0 B 1 2 15
01/02 B-2805 8.1150801 BEAUFORT 278,671.75 BRG BRS 0.023 3 718 15 B 1 2 15 12+19.930 -L
PROJECT TOTAL = 444,847.81 T. A. LOVING COMPANY
***** SEP 1997 TOTAL = $444,847.81
***** OCT 1997 *****
01/01 R-218A 8.1221102 PITT 12,973,581.03 RWY STP 992 13.080 4 664 0 S C B 1 2 22
01/02 R-218A 8.1221102 PITT 202,292.82 RWY STP 0.000 0 0 0 S C B 1 2 22 GUC COST
01/03 R-218A 8.1221102 PITT 62,152.10 CLV STP 0.000 1 201 1 S C B 1 2 22 77+15.000-L-
01/04 R-218A 8.1221102 PITT 162,736.82 CLV STP 0.000 1 1 2 S C B 1 2 22 117+79.000-L
01/05 R-218A 8.1221102 PITT 230,165.23 BRG STP A 0.028 1 754 15 S C B 1 2 22 62+34.00-L-S
01/06 R-218A 8.1221102 PITT 212,572.87 BRG STP A 0.000 1 754 15 S C B 1 2 22 62+34.00-L-N
PROJECT TOTAL = 13,843,500.87 BARNHILL CONTRACTING C
***** OCT 1997 TOTAL = $13,843,500.87
GRAND TOTAL = $22,036,432.73
COST/PROJECT MILE = $1,181,451.46 TOTAL PROJECT MILES = 18.652