This bidtabs sheet is in English units. The Metric Units version is also available.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 1
AVERAGE UNIT BIDS
DATE 0001-0012
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 2000 *****
03/01 7.1511095 BEAUFORT 49,858.48 SUR 36 1.400 1 0 0 S 1 2 15 MAP1
03/02 7.1521095 BEAUFORT 443,648.00 SUR 24 18.500 1 0 0 S 1 2 15 MAPS 2-13
03/03 7.1571095 BEAUFORT 81,988.72 SUR 75 1.100 1 0 0 S 1 2 15 MAP 14
03/04 7.1574895 BEAUFORT 178,415.00 SUR 119 1.500 1 0 0 S 1 2 15 MAP 15
03/05 7.1575595 BEAUFORT 108,703.18 SUR 136 0.800 1 0 0 S 1 2 15 MAP 16
03/06 7.1821095 GREENE 245,534.00 SUR 23 10.500 1 0 0 S 1 2 18 MAPS 17-20
03/07 7.2011095 LENOIR 465,240.96 SUR 34 13.600 1 0 0 S 1 2 20 MAP 21
03/08 7.2021095 LENOIR 273,993.00 SUR 24 11.650 1 0 0 S 1 2 20 MAPS 22-30
03/09 7.2072495 LENOIR 47,128.00 SUR 28 1.700 1 0 0 S 1 2 20 MAPS 31-32
03/10 7.2211095 PITT 1,091,630.08 SUR 76 14.350 1 0 0 S 1 2 22 MAPS 33-35
03/11 7.2221095 PITT 449,532.00 SUR 23 19.400 1 0 0 S 1 2 22 MAPS 36-45
03/12 7.2271795 PITT 160,044.02 SUR 103 1.550 1 0 0 S 1 2 22 MAPS 46-48
03/13 7.2271895 PITT 29,003.64 SUR 53 0.550 1 0 0 S 1 2 22 MAP 49
03/14 7.2272095 PITT 83,374.00 SUR 67 1.250 1 0 0 S 1 2 22 MAPS 50-52
03/15 7.2272295 PITT 13,884.00 SUR 28 0.500 1 0 0 S 1 2 22 MAPS 53-54
03/16 7.2275095 PITT 9,369.00 SUR 37 0.250 1 0 0 S 1 2 22 MAP 55
PROJECT TOTAL = 3,731,346.08 BARRUS CONSTRUCTION CO
04/01 7.1611096 CARTERET 250,333.84 SUR 47 5.300 1 0 0 S 1 2 16 MAP 1
04/02 7.1621096 CARTERET 351,206.00 SUR 29 12.300 1 0 0 S 1 2 16 MAP 2
04/03 7.1721096 CRAVEN 226,388.00 SUR 38 5.950 1 0 0 S 1 2 17 MAPS 3-5
04/04 7.1771296 CRAVEN 5,100.00 SUR 26 0.200 1 0 0 S 1 2 17 MAP 6
04/05 7.1772996 CRAVEN 187,680.60 SUR 156 1.200 1 0 0 S 1 2 17 MAPS 7-8
04/06 7.1911096 JONES 189,629.44 SUR 40 4.800 1 0 0 S 1 2 19 MAP 9
04/07 7.1921096 JONES 136,393.00 SUR 52 2.600 1 0 0 S 1 2 19 MAP 10
04/08 7.2121096 PAMLICO 87,207.00 SUR 27 3.200 1 0 0 S 1 2 21 MAPS 11-12
04/09 7.2170896 PAMLICO 29,011.00 SUR 34 0.850 1 0 0 S 1 2 21 MAPS 13-14
04/10 7.2175896 PAMLICO 10,277.00 SUR 26 0.400 1 0 0 S 1 2 21 MAP 15
PROJECT TOTAL = 1,473,225.88 BARRUS CONSTRUCTION CO
05/01 B-3011 8.1270801 PENDER 910,831.20 RWY BRS 2,002 0.455 2 614 0 B 1 3 27
05/02 B-3011 8.1270801 PENDER 502,245.00 BRG BRS A 0.030 3 721 15 B 1 3 27 25+64.50-L-
PROJECT TOTAL = 1,413,076.20 SANFORD CONTRACTORS, I
06/01 B-3212 8.2321201 NASH 234,720.10 RWY BRZ 1,431 0.164 2 0 0 L U B 2 4 32
06/02 B-3212 8.2321201 NASH 534,784.29 BRG BRZ Q 0.044 3 854 15 L U B 2 4 32 22+71.00 -L-
PROJECT TOTAL = 769,504.39 CROWDER CONSTRUCTION C
07/01 B-3173 8.2360501 FRANKLIN 146,758.45 RWY MAB 1,310 0.112 2 0 0 B 2 5 36
07/02 B-3173 8.2360501 FRANKLIN 342,495.86 BRG MAB Q 0.028 3 721 15 B 2 5 36 15+76.50 -L-
PROJECT TOTAL = 489,254.31 S. T. WOOTEN CORPORATI
08/01 B-3053 8.2390401 VANCE 250,810.50 RWY BRZ 1,650 0.152 2 612 1 B 2 5 39
08/02 B-3053 8.2390401 VANCE 339,909.58 BRG BRZ I 0.028 3 845 15 B 2 5 39 13+97.50 -L-
PROJECT TOTAL = 590,720.08 TREDRIGHT, INC.
09/01 B-3178 8.2493801 GUILFORD 254,520.05 RWY BRS 4,545 0.056 2 0 0 B 2 7 49
09/02 B-3178 8.2493801 GUILFORD 4,240.00 RWY BRS 0.000 0 0 0 B 2 7 49 GREENSBORO
09/03 B-3178 8.2493801 GUILFORD 549,467.08 BRG BRS 0.015 1 394 11 B 2 7 49 13+67.24 -L-
09/04 B-3178 8.2493801 GUILFORD 2,500.00 BRG BRS 0.000 0 0 0 B 2 7 49 PIED NATL GA
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
09/05 B-3178 8.2493801 GUILFORD 16,400.00 BRG BRS 0.000 0 0 0 B 2 7 49 GREENSBORO
PROJECT TOTAL = 827,127.13 CROWDER CONSTRUCTION C
10/01 7.4911232 GUILFORD 224,652.53 SUR 31 7.270 2 0 0 S 2 7 49 MAP 1-3
10/02 7.4921232 GUILFORD 418,067.74 SUR 36 11.660 2 0 0 S 2 7 49 MAP 4-13
10/03 7.4970832 GUILFORD 46,741.59 SUR 34 1.360 2 0 0 S 2 7 49 MAP 14-18
10/04 7.4973132 GUILFORD 97,889.25 SUR 41 2.400 2 0 0 S 2 7 49 MAP 19
PROJECT TOTAL = 787,351.11 THOMPSON-ARTHUR PAVING
11/01 7.4911234 GUILFORD 288,316.74 SUR 115 2.500 1 0 0 S 2 7 49 MAPS 1-3
11/02 7.4970834 GUILFORD 447,886.53 SUR 122 3.680 1 0 0 S 2 7 49 MAPS 4-6
11/03 7.4971034 GUILFORD 440,086.63 SUR 121 3.650 1 0 0 S 2 7 49 MAP 7
PROJECT TOTAL = 1,176,289.90 LARCO CONST. CO., A DI
12/01 B-3134 8.2521201 CHATHAM 181,009.50 RWY BRZ 1,740 0.104 2 0 0 U B 2 8 52
12/02 B-3134 8.2521201 CHATHAM 365,970.35 BRG BRZ Q 0.027 3 721 15 U B 2 8 52 13+68.00-L-
PROJECT TOTAL = 546,979.85 CROWDER CONSTRUCTION C
13/01 7.5211044 CHATHAM 286,148.63 SUR 61 4.680 2 0 0 X 2 8 52 MAPS 1-2
13/02 7.5221044 CHATHAM 263,839.54 SUR 25 10.350 2 0 0 X 2 8 52 MAPS 3-4
13/03 7.5273944 CHATHAM 80,166.70 SUR 80 1.000 3 0 0 X 2 8 52 MAPS 5-7
PROJECT TOTAL = 630,154.87 LEE PAVING COMPANY
14/01 7.5321040 HOKE 208,759.58 SUR 25 8.520 2 0 0 X 2 8 53 MAPS 1-7
PROJECT TOTAL = 208,759.58 LEE PAVING COMPANY
15/01 7.5411044 LEE 264,883.97 SUR 56 4.690 2 0 0 X 2 8 54 MAPS 1-2
15/02 7.5421044 LEE 125,487.56 SUR 23 5.430 2 0 0 X 2 8 54 MAPS 3-6
15/03 7.5473744 LEE 331,630.52 SUR 188 1.760 5 0 0 X 2 8 54 MAPS 7-8
PROJECT TOTAL = 722,002.05 LEE PAVING COMPANY
16/01 7.5511043 MONTGOMER 125,716.84 SUR 31 4.100 2 0 0 X 2 8 55 MAP 1
16/02 7.5521043 MONTGOMER 254,322.15 SUR 26 9.720 2 0 0 X 2 8 55 MAPS 2-9
16/03 7.5570543 MONTGOMER 6,250.32 SUR 27 0.230 2 0 0 X 2 8 55 MAP 10
16/04 7.5574443 MONTGOMER 8,082.12 SUR 24 0.340 2 0 0 X 2 8 55 MAP 11
PROJECT TOTAL = 394,371.43 MAPCO, INC.
17/01 7.5621044 MOORE 383,609.95 SUR 27 13.960 2 0 0 X 2 8 56 MAPS 1-7
17/02 7.5672844 MOORE 54,770.65 SUR 124 0.440 5 0 0 X 2 8 56 MAP 8
17/03 7.5674044 MOORE 20,980.80 SUR 41 0.510 3 0 0 X 2 8 56 MAPS 9-10
PROJECT TOTAL = 459,361.40 LEE PAVING COMPANY
18/01 7.5711052 RANDOLPH 493,262.84 SUR 37 13.160 2 0 0 X 2 8 57 MAPS 1-3
18/02 7.5721052 RANDOLPH 778,451.44 SUR 42 18.690 2 0 0 X 2 8 57 MAPS 4-13
18/03 7.5772352 RANDOLPH 50,795.64 SUR 62 0.820 2 0 0 X 2 8 57 MAP 14
PROJECT TOTAL = 1,322,509.92 MAPCO, INC.
19/01 7.5811046 RICHMOND 305,775.40 SUR 59 5.200 2 0 0 X 2 8 58 MAPS 1-2
19/02 7.5821046 RICHMOND 261,470.92 SUR 23 11.280 2 0 0 X 2 8 58 MAPS 3-11
19/03 7.5871646 RICHMOND 155,716.49 SUR 171 0.910 3 0 0 X 2 8 58 MAPS 12-13
PROJECT TOTAL = 722,962.81 MAPCO, INC.
20/01 7.5911037 SCOTLAND 493,635.05 SUR 60 8.210 2 0 0 X 2 8 59 MAPS 1-2
20/02 7.5921037 SCOTLAND 239,515.38 SUR 27 8.870 2 0 0 X 2 8 59 MAPS 3-9
20/03 7.5972137 SCOTLAND 6,159.05 SUR 28 0.220 2 0 0 X 2 8 59 MAP 10
PROJECT TOTAL = 739,309.48 MAPCO, INC.
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
21/01 B-2907 8.2710901 ASHE 282,725.00 RWY BRZ 4,875 0.058 2 0 0 LSLURRCWB 4 11 71
21/02 B-2907 8.2710901 ASHE 136,964.40 CLV BRZ 0.007 1 3 4 LSLURRCWB 4 11 71 13+81.00 L
PROJECT TOTAL = 419,689.40 JAMES R. VANNOY & SONS
22/01 7.7011225 ALLEGHANY 335,276.25 SUR 42 8.070 1 0 0 S 3 11 70 MAPS 1-3
22/02 7.7021225 ALLEGHANY 149,736.25 SUR 44 3.420 1 0 0 S 3 11 70 MAPS 4-5
22/03 7.7111225 ASHE 261,860.75 SUR 50 5.290 1 0 0 S 4 11 71 MAPS 6-7
22/04 7.7121225 ASHE 63,602.50 SUR 45 1.410 1 0 0 S 4 11 71 MAPS 8-9
22/05 7.7171325 ASHE 103,190.00 SUR 75 1.380 1 0 0 S 4 11 71 MAPS 10-11
PROJECT TOTAL = 913,665.75 JAMES R. VANNOY & SONS
23/01 7.7211226 AVERY 253,691.75 SUR 57 4.460 1 0 0 S 4 11 72 MAPS 1-4
23/02 7.7270226 AVERY 55,759.75 SUR 62 0.900 1 0 0 S 4 11 72 MAP 5
23/03 7.7511226 WATAUGA 274,057.00 SUR 56 4.890 1 0 0 S 4 11 75 MAPS 6-9
23/04 7.7521226 WATAUGA 117,646.00 SUR 43 2.750 1 0 0 S 4 11 75 MAP 10
23/05 7.7570426 WATAUGA 28,222.00 SUR 66 0.430 1 0 0 S 4 11 75 MAP 11
PROJECT TOTAL = 729,376.50 MAYMEAD, INC.
24/01 7.7311227 CALDWELL 296,960.00 SUR 78 3.820 1 0 0 S 3 11 73 MAPS 1-2
24/02 7.7321227 CALDWELL 312,881.00 SUR 41 7.630 1 0 0 S 3 11 73 MAPS 3-7
24/03 7.7371527 CALDWELL 367,868.00 SUR 147 2.500 1 0 0 S 3 11 73 MAPS 8-9
24/04 7.7611227 WILKES 394,923.75 SUR 46 8.650 1 0 0 S 3 11 76 MAPS 10-14
24/05 7.7621227 WILKES 502,374.30 SUR 48 10.500 1 0 0 S 3 11 76 MAPS 15-18
24/06 7.7671927 WILKES 100,140.00 SUR 81 1.230 1 0 0 S 3 11 76 MAPS 19-21
24/07 7.7672927 WILKES 34,672.00 SUR 173 0.200 1 0 0 S 3 11 76 MAP 22
PROJECT TOTAL = 2,009,819.05 CARL ROSE & SONS, INC.
25/01 7.7411228 SURRY 464,392.37 SUR 41 11.320 1 0 0 S 2 11 74 MAPS 1-6
25/02 7.7421228 SURRY 449,586.75 SUR 37 12.220 1 0 0 S 2 11 74 MAPS 7-13
25/03 7.7470728 SURRY 129,479.45 SUR 74 1.740 1 0 0 S 2 11 74 MAPS 14-16
25/04 7.7711228 YADKIN 356,892.11 SUR 42 8.400 1 0 0 S 2 11 77 MAPS 17-19
25/05 7.7721228 YADKIN 237,223.00 SUR 36 6.580 1 0 0 S 2 11 77 MAPS 20-21
25/06 7.7773028 YADKIN 198,223.30 SUR 95 2.090 1 0 0 S 2 11 77 MAPS 22-24
PROJECT TOTAL = 1,835,796.98 CARL ROSE & SONS, INC.
26/01 E-3607 8.1801601 CLEVELAND 1,499,276.88 RWY STP 471 3.186 2 0 0 L U 3 12 80
26/02 E-3607 8.1801601 CLEVELAND 20,685.20 ICH STP 0.000 0 0 0 L U 3 12 80 B SPRINGS CO
PROJECT TOTAL = 1,519,962.08 DEDMON'S TRANSIT CONCR
27/01 7.7911285 CATAWBA 388,630.44 SUR 52 7.500 1 0 0 S 2 12 79 MAPS 1-2
27/02 7.7921285 CATAWBA 694,751.50 SUR 45 15.510 1 0 0 S 2 12 79 MAPS 3-11
27/03 7.7970785 CATAWBA 43,848.57 SUR 47 0.930 1 0 0 S 2 12 79 MAP 12
27/04 7.7971685 CATAWBA 621,914.54 SUR 118 5.280 1 0 0 S 2 12 79 MAPS 13-14
27/05 7.7972285 CATAWBA 13,117.52 SUR 47 0.280 1 0 0 S 2 12 79 MAP 15
27/06 7.7972585 CATAWBA 127,694.67 SUR 58 2.220 1 0 0 S 2 12 79 MAPS 16-17
27/07 7.7972885 CATAWBA 82,016.11 SUR 56 1.470 1 0 0 S 2 12 79 MAPS 18-19
PROJECT TOTAL = 1,971,973.35 APAC-CAROLINA, INC., P
28/01 B-3206 8.1871401 MCDOWELL 668,200.05 RWY BRS 1,580 0.423 2 614 0 B 3 13 87
28/02 B-3206 8.1871401 MCDOWELL 446,193.25 BRG BRS Q 0.038 4 721 15 B 3 13 87 17+47.00 -L-
28/03 B-3206 8.1871401 MCDOWELL 636,850.73 BRG BRS Q 0.041 4 427 15 B 3 13 87 27+45.00 -L-
28/04 B-3206 8.1871401 MCDOWELL 619,681.43 BRG BRS Q 0.038 4 427 15 B 3 13 87 33+13.00 -L-
PROJECT TOTAL = 2,370,925.46 MILLER STRUCTURES, INC
29/01 I-4011 8.1871701 MCDOWELL 264,578.50 CLV IMS 0.000 1 0 87 C 3 13 87 355+83
PROJECT TOTAL = 264,578.50 BRYANT ELECTRIC COMPAN
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
30/01 7.8411229 BUNCOMBE 682,092.68 SUR 86 7.970 1 0 0 S 3 13 84 MAPS 1-3
30/02 7.8421229 BUNCOMBE 1,064,502.84 SUR 48 22.330 1 0 0 S 3 13 84 MAPS 4-19
30/03 7.8470229 BUNCOMBE 568,020.97 SUR 165 3.450 1 0 0 S 3 13 84 MAP 20
30/04 7.8470529 BUNCOMBE 68,618.72 SUR 50 1.370 1 0 0 S 3 13 84 MAPS 21-22
PROJECT TOTAL = 2,383,235.21 ASHEVILLE DIVISION, A
31/01 7.8511231 BURKE 172,885.73 SUR 55 3.140 1 0 0 S 3 13 85 MAPS 1-2
31/02 7.8521231 BURKE 995,696.46 SUR 48 20.700 1 0 0 S 3 13 85 MAPS 3-28
31/03 7.8571231 BURKE 97,214.38 SUR 78 1.250 1 0 0 S 3 13 85 MAPS 29-30
31/04 7.8579931 BURKE 25,304.25 SUR 59 0.430 1 0 0 S 3 13 85 MAP 31
PROJECT TOTAL = 1,291,100.82 ASHEVILLE DIVISION, A
32/01 7.8611230 MADISON 209,015.22 SUR 51 4.100 1 0 0 S 4 13 86 MAP 1
32/02 7.8621230 MADISON 397,231.90 SUR 47 8.500 1 0 0 S 4 13 86 MAPS 2-3
32/03 7.9011230 YANCEY 349,975.25 SUR 52 6.750 1 0 0 S 4 13 90 MAP 4
32/04 7.9021230 YANCEY 158,063.90 SUR 46 3.420 1 0 0 S 4 13 90 MAPS 5-7
PROJECT TOTAL = 1,114,286.27 ASHEVILLE DIVISION, A
33/01 7.8711232 MCDOWELL 361,868.74 SUR 53 6.870 1 0 0 S 3 13 87 MAPS 1-4
33/02 7.8721232 MCDOWELL 508,392.80 SUR 46 11.030 1 0 0 S 3 13 87 MAPS 5-15
33/03 7.8771632 MCDOWELL 148,643.09 SUR 78 1.910 1 0 0 S 3 13 87 MAPS 16-18
33/04 7.8772032 MCDOWELL 25,443.30 SUR 50 0.510 1 0 0 S 3 13 87 MAP 19
33/05 7.8811232 MITCHELL 360,208.14 SUR 60 6.040 1 0 0 S 4 13 88 MAPS 20-23
33/06 7.8821232 MITCHELL 229,649.28 SUR 45 5.070 1 0 0 S 4 13 88 MAPS 24-26
33/07 7.8870332 MITCHELL 81,568.67 SUR 73 1.110 1 0 0 S 4 13 88 MAPS 27-28
33/08 7.8872432 MITCHELL 35,943.04 SUR 97 0.370 1 0 0 S 4 13 88 MAPS 29
PROJECT TOTAL = 1,751,717.06 ASHEVILLE DIVISION, A
34/01 7.8911233 RUTHERFOR 464,649.27 SUR 64 7.220 1 0 0 S 3 13 89 MAPS 1-3
34/02 7.8921233 RUTHERFOR 952,145.95 SUR 51 18.850 1 0 0 S 3 13 89 MAPS 4-11
34/03 7.8970133 RUTHERFOR 77,722.41 SUR 74 1.050 1 0 0 S 3 13 89 MAP 12
34/04 7.8971033 RUTHERFOR 63,914.44 SUR 53 1.200 1 0 0 S 3 13 89 MAP 13
34/05 7.8972233 RUTHERFOR 104,487.49 SUR 55 1.890 1 0 0 S 3 13 89 MAPS 14-16
PROJECT TOTAL = 1,662,919.56 ASHEVILLE DIVISION, A
35/01 7.9121001 CHEROKEE 265,970.95 SUR 38 6.940 2 0 0 S 4 14 91
35/02 7.9171601 CHEROKEE 11,294.80 SUR 35 0.320 2 0 0 S 4 14 91
35/03 7.9221001 CLAY 91,454.90 SUR 26 3.550 2 0 0 S 4 14 92
35/04 7.9271101 CLAY 7,676.70 SUR 77 0.100 2 0 0 S 4 14 92
35/05 7.9311001 GRAHAM 159,516.60 SUR 62 2.560 2 0 0 S 4 14 93
35/06 7.9321001 GRAHAM 58,815.10 SUR 45 1.320 2 0 0 S 4 14 93
PROJECT TOTAL = 594,729.05 HARRISON CONST. CO., I
36/01 7.9421004 HAYWOOD 246,282.70 SUR 48 5.150 2 0 0 S 4 14 94 MAP 1-7
36/02 7.9472204 HAYWOOD 153,213.00 SUR 229 0.670 2 0 0 S 4 14 94 MAP 8-9
36/03 7.9479904 HAYWOOD 2,555.00 SUR 28 0.090 2 0 0 S 4 14 94 MAP 10
36/04 7.9621004 JACKSON 313,824.05 SUR 59 5.360 2 0 0 S 4 14 96 MAP 11-14
PROJECT TOTAL = 715,874.75 HARRISON CONST. CO., I
37/01 7.9711002 MACON 507,369.81 SUR 65 7.780 1 0 0 S 4 14 97 MAP 1
37/02 7.9721002 MACON 316,455.20 SUR 43 7.390 1 0 0 S 4 14 97 MAPS 2-9
37/03 7.9771002 MACON 139,296.79 SUR 79 1.770 1 0 0 S 4 14 97 MAPS 10-12
PROJECT TOTAL = 963,121.80 HARRISON CONST. CO., I
38/01 7.9911003 SWAIN 1,302,688.90 SUR 144 9.070 1 0 0 S 4 14 99 MAPS 1-5
38/02 7.9921003 SWAIN 195,224.40 SUR 39 5.040 1 0 0 S 4 14 99 MAPS 6-10
38/03 9.8140354 SWAIN 26,228.30 SUR 138 0.190 1 0 0 S 4 14 99 MAP 11
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
PROJECT TOTAL = 1,524,141.60 HARRISON CONST. CO., I
***** JAN 2000 TOTAL = $41,041,219.66
***** FEB 2000 *****
06/01 I-2807 8.1741304 SURRY 9,497,366.05 RWY IMS 2,732 3.476 2 0 0 S 2 11 74
PROJECT TOTAL = 9,497,366.05 APAC-GEORGIA, INC.
07/01 B-2904 8.2710801 ASHE 333,651.88 RWY BRZ 7,099 0.047 2 614 0 B 4 11 71
07/02 B-2904 8.2710801 ASHE 247,330.00 BRG BRZ Q 0.023 2 721 15 B 4 11 71 17+90.00-L
PROJECT TOTAL = 580,981.88 ROBBINSVILLE CONTRACTI
08/01 7.3611313 FRANKLIN 232,484.50 SUR 49 4.750 1 0 0 S 2 5 36 MAP 1
08/02 7.3621313 FRANKLIN 535,741.50 SUR 37 14.400 1 0 0 S 2 5 36 MAPS 4-11
08/03 7.3671413 FRANKLIN 25,063.00 SUR 50 0.500 1 0 0 S 2 5 36 MAPS 2-3
PROJECT TOTAL = 793,289.00 S. T. WOOTEN CORPORATI
09/01 7.4011314 WAKE 602,704.83 SUR 61 9.900 1 0 0 S 2 5 40 MAP 1
09/02 7.4021314 WAKE 1,836,390.32 SUR 46 40.040 1 0 0 S 2 5 40 MAPS 6-22
09/03 7.4072014 WAKE 587,985.50 SUR 102 5.750 1 0 0 S 2 5 40 MAPS 2-5
PROJECT TOTAL = 3,027,080.65 MANGUM ASPHALT SERVICE
10/01 R-522 6.429005T BLADEN 199,625.40 SUR 0.000 1 0 0 S 1 6 42
PROJECT TOTAL = 199,625.40 T & H ELECTRICAL CORPO
11/01 7.4211157 BLADEN 164,463.85 SUR 78 2.100 1 0 0 S 1 6 42 MAPS 2-4
11/02 7.4221154 BLADEN 57,347.95 SUR 72 0.800 1 0 0 S 1 6 42 MAP 1
11/03 7.4221157 BLADEN 413,940.48 SUR 53 7.800 1 0 0 S 1 6 42 MAPS 5-9
11/04 7.4272457 BLADEN 164,631.50 SUR 110 1.500 1 0 0 S 1 6 42 MAPS 10-13
11/05 7.4311157 COLUMBUS 167,219.65 SUR 48 3.500 1 0 0 S 1 6 43 MAP 14
11/06 7.4321157 COLUMBUS 527,602.75 SUR 44 11.970 1 0 0 S 1 6 43 MAPS 15-21
11/07 7.4370457 COLUMBUS 66,624.31 SUR 48 1.400 1 0 0 S 1 6 43 MAP 22
11/08 7.4370857 COLUMBUS 53,849.69 SUR 40 1.330 1 0 0 S 1 6 43 MAPS 23-25
11/09 9.8061521 BLADEN 64,357.02 SUR 80 0.800 1 0 0 S 1 6 42 MAP 26
PROJECT TOTAL = 1,680,037.20 S. T. WOOTEN CORPORATI
12/01 7.4421156 CUMBERLAN 962,382.97 SUR 39 24.710 1 0 0 S 1 6 44 MAPS 1-30
12/02 7.4472056 CUMBERLAN 293,161.84 SUR 72 4.070 1 0 0 S 1 6 44 MAPS 31-40
12/03 7.4511156 HARNETT 554,469.80 SUR 70 7.910 1 0 0 S 2 6 45 MAP 41
12/04 7.4521156 HARNETT 528,957.56 SUR 36 14.650 1 0 0 S 2 6 45 MAPS 42-50
12/05 7.4570256 HARNETT 8,805.46 SUR 29 0.300 1 0 0 S 2 6 45 MAP 51
12/06 7.4571356 HARNETT 351,810.92 SUR 61 5.780 1 0 0 S 2 6 45 MAPS 52-58
12/07 7.4572456 HARNETT 35,791.63 SUR 64 0.560 1 0 0 S 2 6 45 MAP 59
12/08 9.8062023 CUMBERLAN 64,478.86 SUR 122 0.530 1 0 0 S 1 6 44 MAP 60
PROJECT TOTAL = 2,799,859.04 BARNHILL CONTRACTING C
13/01 7.4611155 ROBESON 334,212.85 SUR 49 6.790 2 0 0 S 1 6 46 MAP 1
13/02 7.4621155 ROBESON 718,318.30 SUR 31 23.100 2 0 0 S 1 6 46 MAPS 2-14
13/03 7.4671855 ROBESON 13,652.95 SUR 34 0.400 2 0 0 S 1 6 46 MAP 15
13/04 7.4672755 ROBESON 159,455.25 SUR 44 3.600 2 0 0 S 1 6 46 MAPS 16-19
13/05 7.4673055 ROBESON 85,214.85 SUR 91 0.940 2 0 0 S 1 6 46 MAPS 20-21
13/06 7.4673355 ROBESON 13,316.75 SUR 32 0.420 2 0 0 S 1 6 46 MAP 22
13/07 7.4673655 ROBESON 22,959.75 SUR 38 0.600 2 0 0 S 1 6 46 MAP 23
13/08 7.4673755 ROBESON 80,502.20 SUR 101 0.800 2 0 0 S 1 6 46 MAP 24
13/09 7.4673955 ROBESON 68,011.65 SUR 80 0.850 2 0 0 S 1 6 46 MAPS 25-27
PROJECT TOTAL = 1,495,644.55 APAC-CAROLINA, INC., C
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
14/01 7.6011180 DAVIDSON 483,254.82 SUR 74 6.530 2 0 0 S 2 9 60
14/02 7.6021180 DAVIDSON 1,914,671.46 SUR 55 34.840 2 0 0 S 2 9 60
14/03 7.6070480 DAVIDSON 49,287.04 SUR 123 0.400 2 0 0 S 2 9 60
14/04 7.6071180 DAVIDSON 357,266.83 SUR 77 4.650 2 0 0 S 2 9 60
14/05 7.6071680 DAVIDSON 105,899.01 SUR 76 1.400 2 0 0 S 2 9 60
PROJECT TOTAL = 2,910,379.16 BLYTHE CONSTRUCTION, I
15/01 7.6111181 DAVIE 141,391.18 SUR 71 2.000 2 0 0 2 9 61
15/02 7.6121181 DAVIE 319,160.51 SUR 87 3.660 2 0 0 2 9 61
15/03 7.6171281 DAVIE 144,948.06 SUR 113 1.280 2 0 0 2 9 61
PROJECT TOTAL = 605,499.75 LARCO CONST. CO., A DI
16/01 7.6211182 FORSYTH 84,777.60 SUR 52 1.640 2 0 0 S 2 9 62
16/02 7.6221182 FORSYTH 718,215.08 SUR 70 10.270 2 0 0 S 2 9 62
16/03 7.6271882 FORSYTH 1,813,561.70 SUR 130 13.930 2 0 0 S 2 9 62
16/04 7.6272682 FORSYTH 70,460.41 SUR 59 1.200 2 0 0 S 2 9 62
16/05 7.6272782 FORSYTH 105,165.29 SUR 50 2.090 2 0 0 S 2 9 62
PROJECT TOTAL = 2,792,180.08 LARCO CONST. CO., A DI
17/01 7.6311183 ROWAN 274,087.10 SUR 55 5.000 2 0 0 S 2 9 63 MAP 1
17/02 7.6321183 ROWAN 855,917.94 SUR 58 14.740 2 0 0 S 2 9 63 MAP 2-11
17/03 7.6370283 ROWAN 63,005.04 SUR 150 0.420 2 0 0 S 2 9 63 MAP 12
17/04 7.6370583 ROWAN 276,116.20 SUR 79 3.490 2 0 0 S 2 9 63 MAP 13-14
17/05 7.6371583 ROWAN 69,453.40 SUR 67 1.040 2 0 0 S 2 9 63 MAP 15-17
PROJECT TOTAL = 1,538,579.68 REA CONSTRUCTION COMPA
18/01 7.6411184 STOKES 453,443.67 SUR 51 8.970 2 0 0 S 2 9 64
18/02 7.6421184 STOKES 971,486.59 SUR 58 16.670 2 0 0 S 2 9 64
18/03 7.6472284 STOKES 93,542.83 SUR 60 1.550 2 0 0 S 2 9 64
PROJECT TOTAL = 1,518,473.09 LARCO CONST. CO., A DI
19/01 7.6511210 ANSON 623,721.00 SUR 89 7.020 1 0 0 S 2 10 65 MAPS 1-3
19/02 7.6521210 ANSON 304,214.95 SUR 37 8.300 1 0 0 S 2 10 65 MAPS 4-7
19/03 7.6572710 ANSON 141,801.20 SUR 182 0.780 1 0 0 S 2 10 65 MAPS 8-9
PROJECT TOTAL = 1,069,737.15 APAC-CAROLINA, INC., H
20/01 7.6611211 CABARRUS 143,143.90 SUR 70 2.040 1 0 0 S 2 10 66 MAP 1
20/02 7.6621211 CABARRUS 473,172.10 SUR 65 7.310 1 0 0 S 2 10 66 MAPS 2-5
20/03 7.6670411 CABARRUS 213,190.10 SUR 71 3.010 1 0 0 S 2 10 66 MAP 6
20/04 7.6673411 CABARRUS 171,596.80 SUR 82 2.080 1 0 0 S 2 10 66 MAPS 7-8
PROJECT TOTAL = 1,001,102.90 REA CONSTRUCTION COMPA
21/01 7.6721212 MECKLENBG 661,158.77 SUR 61 10.850 1 0 0 S 2 10 67 MAPS 1-11
21/02 7.6770312 MECKLENBG 641,398.39 SUR 68 9.460 1 0 0 S 2 10 67 MAPS 12-21
21/03 7.6770712 MECKLENBG 77,488.66 SUR 79 0.980 1 0 0 S 2 10 67 MAPS 22-23
21/04 7.6771312 MECKLENBG 30,704.51 SUR 85 0.360 1 0 0 S 2 10 67 MAPS 24
PROJECT TOTAL = 1,410,750.33 REA CONSTRUCTION COMPA
22/01 7.6811213 STANLY 172,876.54 SUR 80 2.170 2 0 0 S 2 10 68 MAP 1
22/02 7.6821213 STANLY 675,509.76 SUR 69 9.760 2 0 0 S 2 10 68 MAPS 2-6
22/03 7.6872013 STANLY 65,585.39 SUR 86 0.760 2 0 0 S 2 10 68 MAP 7
22/04 7.6873513 STANLY 93,161.14 SUR 85 1.100 2 0 0 S 2 10 68 MAP 8
PROJECT TOTAL = 1,007,132.83 J. T. RUSSELL & SONS,
23/01 7.6911214 UNION 751,607.60 SUR 51 14.850 1 0 0 S 2 10 69 MAPS 1-4
23/02 7.6921214 UNION 1,110,476.54 SUR 52 21.190 1 0 0 S 2 10 69 MAPS 5-17
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
23/03 7.6970814 UNION 274,740.80 SUR 68 4.050 1 0 0 S 2 10 69 MAPS 18-21
23/04 7.6971214 UNION 46,085.90 SUR 73 0.630 1 0 0 S 2 10 69 MAPS 22-23
23/05 7.6971514 UNION 572,783.89 SUR 83 6.930 1 0 0 S 2 10 69 MAPS 24-31
23/06 7.6973214 UNION 94,435.02 SUR 67 1.420 1 0 0 S 2 10 69 MAPS 32-33
23/07 7.6973314 UNION 114,056.88 SUR 75 1.530 1 0 0 S 2 10 69 MAP 34
PROJECT TOTAL = 2,964,186.63 BOGGS PAVING, INC.
24/01 5.7221099 AVERY 84,313.95 SUR 12 6.930 1 0 0 S 4 11 72 MAPS 1-3
24/02 7.7021229 ALLEGHANY 68,425.20 SUR 13 5.400 1 0 0 S 3 11 70 MAPS 4-6
24/03 7.7111229 ASHE 115,557.42 SUR 13 8.640 1 0 0 S 4 11 71 MAP 7
24/04 7.7121229 ASHE 291,989.89 SUR 13 23.230 1 0 0 S 4 11 71 MAPS 8-26
24/05 7.7221229 AVERY 137,082.71 SUR 12 11.460 1 0 0 S 4 11 72 MAPS 27-41
24/06 7.7273229 AVERY 17,511.25 SUR 12 1.510 1 0 0 S 4 11 72 MAPS 42-45
24/07 7.7521229 WATAUGA 152,998.66 SUR 13 11.470 1 0 0 S 4 11 75 MAPS 46-61
PROJECT TOTAL = 867,879.08 MAYMEAD, INC.
25/01 5.7421100 SURRY 148,370.75 SUR 11 13.360 1 0 0 S 2 11 74 MAPS 1-16
25/02 7.7421230 SURRY 97,082.28 SUR 12 8.240 1 0 0 S 2 11 74 MAPS 17-35
25/03 7.7621230 WILKES 201,867.69 SUR 11 17.940 1 0 0 S 3 11 76 MAPS 36-41
25/04 7.7721230 YADKIN 167,337.51 SUR 11 14.630 1 0 0 S 2 11 77 MAPS 42-55
PROJECT TOTAL = 614,658.23 J. S. MYERS CO., INC.
26/01 7.8221286 IREDELL 786,722.35 SUR 42 18.690 1 0 0 S 2 12 82 MAPS 1-14
26/02 7.8273186 IREDELL 45,510.80 SUR 48 0.940 1 0 0 S 2 12 82 MAPS 15-16
26/03 7.8273386 IREDELL 13,515.55 SUR 45 0.300 1 0 0 S 2 12 82 MAPS 17-18
PROJECT TOTAL = 845,748.70 MIDSTATE CONTRACTORS,
27/01 7.0021005 TRANSYLVA 311,255.60 SUR 42 7.500 2 0 0 S 4 14 100 MAPS 1-4
27/02 7.9511005 HENDERSON 1,197,007.34 SUR 104 11.490 2 0 0 S 4 14 95 MAPS 5-6
27/03 7.9521005 HENDERSON 769,267.40 SUR 44 17.670 2 0 0 S 4 14 95 MAPS 7-28
27/04 7.9571305 HENDERSON 87,707.40 SUR 66 1.330 2 0 0 S 4 14 95 MAPS 29-32
27/05 7.9572905 HENDERSON 7,931.50 SUR 47 0.170 2 0 0 S 4 14 95 MAP 33
27/06 7.9573005 HENDERSON 30,585.90 SUR 39 0.780 2 0 0 S 4 14 95 MAP 34
27/07 7.9821005 POLK 273,389.95 SUR 41 6.610 2 0 0 S 3 14 98 MAPS 35-43
PROJECT TOTAL = 2,677,145.09 ASHEVILLE DIVISION, A
***** FEB 2000 TOTAL = $41,897,336.47
***** MAR 2000 *****
06/01 I-4035 8.1502001 ORANGE 2,404,452.68 SUR IMS 272 8.840 6 0 0 S 2 7 50 MAPS 1-2
PROJECT TOTAL = 2,404,452.68 REA CONSTRUCTION COMPA
08/01 B-2137 8.1811101 GASTON 182,593.50 RWY BRS 8,300 0.022 1 0 0 S 2 12 81
PROJECT TOTAL = 182,593.50 GEYMONT CONSTRUCTION C
09/01 B-3261 8.2405701 WAKE 215,972.25 RWY MAB 1,376 0.157 2 0 0 B 2 5 40
09/02 B-3261 8.2405701 WAKE 489,306.06 BRG MAB Q 0.038 4 721 15 B 2 5 40 16+10.00-L-
PROJECT TOTAL = 705,278.31 S. T. WOOTEN CORPORATI
10/01 B-2910 8.2711001 ASHE 146,321.30 RWY BRZ 4,434 0.033 2 0 0 L B 4 11 71
10/02 B-2910 8.2711001 ASHE 362,034.88 BRG BRZ Q 0.023 3 845 15 L B 4 11 71 15+05.00 -L-
PROJECT TOTAL = 508,356.18 JAMES R. VANNOY & SONS
11/01 5.8241053 IREDELL 640,000.00 BRG 0.000 1 0 0 B 2 12 82
PROJECT TOTAL = 640,000.00 CORCON, INC
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
12/01 7.8111288 GASTON 706,677.12 SUR 117 6.030 2 0 0 S 2 12 81 MAPS 1, 4-10
12/02 7.8121288 GASTON 607,577.58 SUR 39 15.460 2 0 0 S 2 12 81 MAPS 11, 13-
12/03 7.8170288 GASTON 26,243.50 SUR 43 0.610 2 0 0 S 2 12 81 MAP 12
12/04 7.8172388 GASTON 96,870.74 SUR 151 0.640 2 0 0 S 2 12 81 MAP 2
12/05 7.8173888 GASTON 51,252.36 SUR 122 0.420 2 0 0 S 2 12 81 MAP 3
PROJECT TOTAL = 1,488,621.30 ASPHALT PAVING OF SHEL
13/01 B-3237 8.1890801 RUTHERFOR 828,958.40 RWY MAB 1,897 0.437 2 612 0 LS U B 3 13 89
13/02 B-3237 8.1890801 RUTHERFOR 552,613.22 BRG MAB I 0.032 3 845 15 LS U B 3 13 89 23+31.46 -L-
PROJECT TOTAL = 1,381,571.62 SMITH & SONS PAVING CO
14/01 B-2051 8.2960302 JACKSON 63,220.50 RWY BRZ 988 0.064 1 0 0 4 14 96
PROJECT TOTAL = 63,220.50 ROBBINSVILLE CONTRACTI
15/01 M-341 8.1000021 EDGECOMBE 354,850.15 RWY STP 11,828 0.030 2 0 0 L U C 2 4 29
15/02 M-341 8.1000021 EDGECOMBE 36,649.90 ICH STP 0.000 0 0 0 L U C 2 4 29 TARBORO COST
15/03 M-341 8.1000021 EDGECOMBE 357,549.31 CLV STP 0.010 1 3 13 L U C 2 4 29 12+89.00 -L
PROJECT TOTAL = 749,049.36 BARNHILL CONTRACTING C
***** MAR 2000 TOTAL = $8,123,143.45
***** APR 2000 *****
09/01 B-3149 8.2430401 COLUMBUS 280,058.00 RWY BRZ 1,892 0.148 2 0 0 U B 1 6 43
09/02 B-3149 8.2430401 COLUMBUS 692,356.95 BRG BRZ A 0.060 7 721 15 U B 1 6 43 15+56.00-L-
PROJECT TOTAL = 972,414.95 DELLINGER, INC.
10/01 B-3033 8.2461501 ROBESON 745,175.65 RWY BRS 1,977 0.377 2 0 0 L U C 1 6 46
10/02 B-3033 8.2461501 ROBESON 334,598.40 CLV BRS 0.008 1 3 3 L U C 1 6 46 23+74.00 -L-
PROJECT TOTAL = 1,079,774.05 BMCO CONSTRUCTION, INC
11/01 W-3406 8.7349039 GUILFORD 1,324,179.80 SUR STP 139 9.500 2 0 0 S 2 7 49
PROJECT TOTAL = 1,324,179.80 THOMPSON-ARTHUR PAVING
12/01 B-3365 8.2580901 RICHMOND 104,693.56 RWY BRS 2,617 0.040 2 0 0 B 2 8 58
12/02 B-3365 8.2580901 RICHMOND 328,993.48 BRG BRS I 0.021 3 718 15 B 2 8 58 14+11.07 -L-
PROJECT TOTAL = 433,687.04 DANE CONSTRUCTION, INC
13/01 UM-271 5.6280013 FORSYTH 286,001.11 RWY 2,119 0.135 5 0 0 B 2 9 62
13/02 UM-271 5.6280013 FORSYTH 466,904.00 BRG I 0.035 4 396 11 B 2 9 62
PROJECT TOTAL = 752,905.11 LANFORD BROTHERS CO.,
14/01 B-3079 8.2760901 WILKES 147,257.50 RWY BRZ 1,292 0.114 8 612 0 B 3 11 76
14/02 B-3079 8.2760901 WILKES 175,164.65 BRG BRZ Q 0.013 2 718 15 B 3 11 76 14+16.00-L-
PROJECT TOTAL = 322,422.15 ROBBINSVILLE CONTRACTI
15/01 5.7441030 IREDELL 437,391.00 BRG 0.000 1 0 0 B 2 12 82
PROJECT TOTAL = 437,391.00 ATLANTA SANDBLASTING &
16/01 I-4015 8.1944101 HAYWOOD 1,228,995.00 RWY IMS 152 8.100 4 0 0 4 14 94
PROJECT TOTAL = 1,228,995.00 ELDERLEE, INC.
***** APR 2000 TOTAL = $6,551,769.10
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
***** MAY 2000 *****
06/01 R-2105 8.T162102 ONSLOW 5,631,981.07 RWY HP 1,943 2.899 5 0 0 L WB 1 3 26
06/02 R-2105 8.T162102 CARTERET 3,953.10 ICH HP 0.000 0 0 0 L WB 1 2 16 W CART
06/03 R-2105 8.T162102 ONSLOW 4,720,092.89 BRG HP A 0.142 12 881 15 L WB 1 3 26 34+37.50-L-R
06/04 R-2105 8.T162102 ONSLOW 5,175,758.38 BRG HP A 0.168 14 845 15 L WB 1 3 26 50+81.00-L-R
06/05 R-2105 8.T162102 ONSLOW 63,400.00 BRG HP 0.000 0 0 0 L WB 1 3 26 SPRINT TELEP
PROJECT TOTAL = 15,595,185.44 S. T. WOOTEN CORPORATI
07/01 I-4003 8.1851802 BURKE 4,516,911.00 SUR IMS 181 25.000 4 0 0 S 3 13 85
PROJECT TOTAL = 4,516,911.00 ASHEVILLE DIVISION, A
08/01 B-2806 8.1150901 BEAUFORT 678,344.00 RWY BRS 2,031 0.334 2 612 0 B 1 2 15
08/02 B-2806 8.1150901 BEAUFORT 766,093.17 BRG BRS A 0.038 4 721 15 B 1 2 15 22+94.60-L
PROJECT TOTAL = 1,444,437.17 SANFORD CONTRACTORS, I
09/01 B-2625 8.2281001 SAMPSON 182,455.85 RWY BRZ 3,379 0.054 2 264 0 B 1 3 28
09/02 B-2625 8.2281001 SAMPSON 713,107.39 BRG BRZ Q 0.060 6 721 15 B 1 3 28 17+34.37 -L-
PROJECT TOTAL = 895,563.24 S. T. WOOTEN CORPORATI
10/01 B-3129 8.2480901 CASWELL 522,223.00 RWY MAB 2,089 0.250 2 0 0 B 2 7 48
10/02 B-3129 8.2480901 CASWELL 533,796.35 BRG MAB Q 0.042 3 899 15 B 2 7 48 21+23.7-L-
PROJECT TOTAL = 1,056,019.35 DANE CONSTRUCTION, INC
11/01 B-1193 8.1810203 GASTON 3,415,467.62 RWY STP 2,980 1.146 5 0 0 L LUR CWB 2 12 81
11/02 B-1193 8.1810203 GASTON 55,485.00 RWY STP 0.000 0 0 0 L LUR CWB 2 12 81 MONT COST
11/03 B-1193 8.1810203 GASTON 108,489.00 RWY STP 0.000 0 0 0 L LUR CWB 2 12 81 CMUD COST
11/04 B-1193 8.1810203 GASTON 257,990.46 WAL STP 0.000 1 0 0 L LUR CWB 2 12 81 36+01.12-L-#
11/05 B-1193 8.1810203 GASTON 220,195.00 WAL STP 0.000 1 0 0 L LUR CWB 2 12 81 36+01.12-L-#
11/06 B-1193 8.1810203 GASTON 38,071.06 WAL STP 0.000 1 0 0 L LUR CWB 2 12 81 36+01.12-L-#
11/07 B-1193 8.1810203 GASTON 2,188,652.70 BRG STP Q 0.000 2 705 21 L LUR CWB 2 12 81 36+01.12-L-R
11/08 B-1193 8.1810203 GASTON 3,992,193.09 BRG STP Q 0.000 6 639 15 L LUR CWB 2 12 81 42+81.00-L-R
11/09 B-1193 8.1810203 GASTON 13,000.00 BRG STP 0.000 0 0 0 L LUR CWB 2 12 81 PUBLIC SERV
11/10 B-1193 8.1810203 GASTON 31,000.00 BRG STP 0.000 0 0 0 L LUR CWB 2 12 81 BELL SOUTH
PROJECT TOTAL = 10,320,543.93 REA CONSTRUCTION COMPA
12/01 B-2936 8.1731501 CALDWELL 329,486.04 RWY BRS 2,257 0.146 1 0 0 C 3 11 73
12/02 B-2936 8.1731501 CALDWELL 204,933.00 CLV BRS 0.006 1 3 5 C 3 11 73 13+12.00-L1-
PROJECT TOTAL = 534,419.04 R. E. BURNS & SONS CO.
13/01 B-3077 8.2760801 WILKES 180,312.55 RWY BRZ 867 0.208 2 0 0 B 3 11 76
13/02 B-3077 8.2760801 WILKES 347,027.57 BRG BRZ M 0.023 1 543 15 B 3 11 76 14+60.00-L-
PROJECT TOTAL = 527,340.12 THOMPSON-ARTHUR PAVING
14/01 U-3800 9.8110455 WATAUGA 2,270,639.22 RWY 6,965 0.326 4 0 0 S W 4 11 75
14/02 U-3800 9.8110455 WATAUGA 160,967.50 RWY 0.000 0 0 0 S W 4 11 75 APP-UNV
14/03 U-3800 9.8110455 WATAUGA 213,425.00 RWY 0.000 0 0 0 S W 4 11 75 BOONE
PROJECT TOTAL = 2,645,031.72 SMITH & SONS PAVING CO
15/01 I-2700 8.1980501 POLK 1,226,881.32 RWY IMS 2,985 0.411 2 658 0 S B 3 14 98
15/02 I-2700 8.1980501 POLK 969,020.30 BRG IMS 0.061 6 392 16 S B 3 14 98 138+73.00-L-
15/03 I-2700 8.1980501 POLK 977,315.60 BRG IMS 0.000 6 392 16 S B 3 14 98 138+73.00-L-
PROJECT TOTAL = 3,173,217.22 R. E. BURNS & SONS CO.
***** MAY 2000 TOTAL = $40,708,668.23
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
***** JUN 2000 *****
04/01 B-2955 8.1241601 DUPLIN 400,559.30 RWY BRS 2,225 0.180 1 0 0 L U B 1 3 24
04/02 B-2955 8.1241601 DUPLIN 424,091.15 BRG BRS A 0.028 3 721 15 L U B 1 3 24 20+35.00 -L
PROJECT TOTAL = 824,650.45 TRADER CONSTRUCTION CO
05/01 B-3033 8.2461501 ROBESON 704,353.84 RWY BRS 1,868 0.377 2 0 0 L U C 1 6 46
05/02 B-3033 8.2461501 ROBESON 250,348.74 CLV BRS 0.008 1 3 3 L U C 1 6 46 23+74.00 -L-
PROJECT TOTAL = 954,702.58 THE TARA GROUP OF LUMB
06/01 R-3566 6.440012 CUMBERLAN 123,920.70 RWY 56 2.200 2 0 0 1 6 44
PROJECT TOTAL = 123,920.70 ELDERLEE, INC.
07/01 I-4017 8.1501901 ORANGE 1,421,268.13 RWY IMS 71 20.130 4 0 0 2 7 50
PROJECT TOTAL = 1,421,268.13 REYNOLDS FENCE & GUARD
08/01 I-4021 8.1623701 FORSYTH 1,906,804.68 RWY IMS 75 25.380 4 0 0 2 9 62
PROJECT TOTAL = 1,906,804.68 REYNOLDS FENCE & GUARD
09/01 I-4024 8.1675401 MECKLENBG 2,598,620.00 SUR IMS 650 4.000 4 0 0 S 2 10 67
PROJECT TOTAL = 2,598,620.00 CROWDER CONSTRUCTION C
10/01 U-3307 9.8109801 MECKLENBG 2,989,248.67 RWY 1,292 2.313 2 0 0 U C 2 10 67
10/02 U-3307 9.8109801 MECKLENBG 664,325.46 RWY 0.000 0 0 0 U C 2 10 67 CMUD COST
10/03 U-3307 9.8109801 MECKLENBG 97,690.05 CLV 0.000 1 1 6 U C 2 10 67 158+78.89-LR
10/04 U-3307 9.8109801 MECKLENBG 302,139.32 CLV 0.007 1 3 13 U C 2 10 67 159+33.44-LR
10/05 U-3307 9.8109801 MECKLENBG 224,841.14 CLV 0.008 1 3 10 U C 2 10 67 160+52.42-LR
PROJECT TOTAL = 4,278,244.64 APAC-CAROLINA, INC., P
11/01 R-4044 8.1623801 YADKIN 1,897,787.25 RWY NHS 109 17.400 4 0 0 2 11 77
PROJECT TOTAL = 1,897,787.25 REYNOLDS FENCE & GUARD
12/01 I-3309 8.1823101 IREDELL 4,987,701.53 RWY IMS 1,126 4.428 4 0 0 LS 2 12 82
12/02 I-3309 8.1823101 IREDELL 175,718.70 BRG IMS 0.000 4 496 15 LS 2 12 82 174+88 -L- N
12/03 I-3309 8.1823101 IREDELL 171,911.70 BRG IMS 0.000 4 496 15 LS 2 12 82 174+88 -L- S
PROJECT TOTAL = 5,335,331.93 APAC-CAROLINA, INC., P
***** JUN 2000 TOTAL = $19,341,330.36
***** JUL 2000 *****
09/01 E-4000 8.E040101 CURRITUCK 847,920.00 SUR STP 162 5.250 2 0 0 1 1 4
PROJECT TOTAL = 847,920.00 R. P. C. CONTRACTING,
10/01 B-3264 8.1331301 WAYNE 365,444.82 RWY BRS 1,913 0.191 1 0 0 U B 2 4 33
10/02 B-3264 8.1331301 WAYNE 483,289.92 BRG BRS A 0.036 4 721 15 U B 2 4 33 17+35.00 -L-
PROJECT TOTAL = 848,734.74 SANFORD CONTRACTORS, I
11/01 B-3225 8.2571901 RANDOLPH 253,361.00 RWY MAB 2,754 0.092 2 0 0 B 2 8 57
11/02 B-3225 8.2571901 RANDOLPH 398,754.85 BRG MAB Q 0.029 3 721 15 B 2 8 57 14+00.00-L-
PROJECT TOTAL = 652,115.85 DELLINGER, INC.
***** JUL 2000 TOTAL = $2,348,770.59
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
***** AUG 2000 *****
03/01 R-2112 6.099010T MARTIN 9,826,124.93 RWY 5,393 1.822 4 0 0 S U B 1 1 9
03/02 R-2112 6.099010T MARTIN 98,588.85 RWY 0.000 0 0 0 S U B 1 1 9 WILLIAMSTON
03/03 R-2112 6.099010T MARTIN 1,337,588.84 BRG I 0.072 4 556 14 S U B 1 1 9 822+27.87-L-
03/04 R-2112 6.099010T MARTIN 1,375,809.09 BRG I 0.000 4 556 14 S U B 1 1 9 822+27.87-L-
03/05 R-2112 6.099010T MARTIN 1,456,992.08 BRG I 0.000 3 603 11 S U B 1 1 9 860+73.73L-R
PROJECT TOTAL = 14,095,103.79 BARNHILL CONTRACTING C
04/01 B-3193 8.1080501 HYDE 502,031.80 RWY BRS 3,138 0.160 2 612 0 B 1 1 8
04/02 B-3193 8.1080501 HYDE 1,288,646.38 BRG BRS A 0.061 7 721 15 B 1 1 8 19+73.00-L-
PROJECT TOTAL = 1,790,678.18 CAROLINA BRIDGE COMPAN
05/01 I-4039 8.1341301 JOHNSTON 2,183,088.70 RWY IMS 33 65.700 4 0 0 2 4 31
PROJECT TOTAL = 2,183,088.70 REYNOLDS FENCE & GUARD
06/01 B-2964 8.2351701 DURHAM 176,599.00 RWY BRZ 1,244 0.142 2 0 0 B 2 5 35
06/02 B-2964 8.2351701 DURHAM 227,206.08 BRG BRZ Q 0.022 2 721 15 B 2 5 35 15+38.50-L-
PROJECT TOTAL = 403,805.08 C. C. MANGUM CONTRACTO
07/01 U-2525 6.498020T GUILFORD 655,374.58 RWY 1,444 0.454 1 0 0 L U 2 7 49
PROJECT TOTAL = 655,374.58 MAPCO, INC.
08/01 B-3023 8.2571601 RANDOLPH 307,038.40 RWY BRZ 939 0.327 2 0 0 B 2 8 57
08/02 B-3023 8.2571601 RANDOLPH 360,842.42 BRG BRZ A 0.023 1 763 15 B 2 8 57 22+20.00 -L-
PROJECT TOTAL = 667,880.82 DANE CONSTRUCTION, INC
10/01 I-3602 8.1822602 IREDELL 6,682,420.65 RWY IMF 1,336 5.000 4 454 0 S B 2 12 82
10/02 I-3602 8.1822602 IREDELL 27,375.00 BRG IMF 0.034 3 98 11 S B 2 12 82 THIRD CREEK
10/03 I-3602 8.1822602 IREDELL 30,000.00 BRG IMF 0.045 4 98 15 S B 2 12 82 NC90
10/04 I-3602 8.1822602 IREDELL 28,125.00 BRG IMF 0.025 3 98 15 S B 2 12 82 NC115
PROJECT TOTAL = 6,767,920.65 BLYTHE CONSTRUCTION, I
11/01 B-3121 8.1851401 BURKE 504,409.25 RWY BRS 7,643 0.066 2 0 0 B 3 13 85
11/02 B-3121 8.1851401 BURKE 45,382.60 RWY BRS 0.000 0 0 0 B 3 13 85 APP-UNV
11/03 B-3121 8.1851401 BURKE 816,010.36 BRG BRS Q 0.029 3 845 15 B 3 13 85 18+98.50 -L-
11/04 B-3121 8.1851401 BURKE 28,200.00 BRG BRS 0.000 0 0 0 B 3 13 85 CITY MORGANT
PROJECT TOTAL = 1,394,002.21 TAYLOR & MURPHY CONSTR
***** AUG 2000 TOTAL = $27,957,854.01
***** SEP 2000 *****
12/01 B-3215 8.2260701 ONSLOW 1,436,586.95 RWY BRS 2,570 0.559 2 0 0 B 1 3 26
12/02 B-3215 8.2260701 ONSLOW 38,605.00 ICH BRS 0.000 0 0 0 B 1 3 26 JACKSONVILLE
12/03 B-3216 8.2260701 ONSLOW 348,386.60 BRG BRS A 0.015 2 721 15 B 1 3 26 27+97.00-L-R
12/04 B-3215 8.2260701 ONSLOW 391,924.45 BRG BRS A 0.019 2 721 15 B 1 3 26 30+00.00-L-R
PROJECT TOTAL = 2,215,503.00 T. A. LOVING COMPANY
13/01 B-3197 8.1312001 JOHNSTON 630,913.80 RWY BRS 2,868 0.220 2 0 0 L C 2 4 31
13/02 B-3197 8.1312001 JOHNSTON 235,013.01 CLV BRS 0.007 1 3 4 L C 2 4 31 16+77.00-L
PROJECT TOTAL = 865,926.81 ALLEN GRADING COMPANY,
14/01 I-4036 8.1632001 ROWAN 1,565,065.39 SUR IMS 261 6.000 4 0 0 2 9 63
PROJECT TOTAL = 1,565,065.39 MAPCO, INC.
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
15/01 B-3103 8.1651301 ANSON 1,028,814.58 RWY BRS 2,307 0.446 4 0 0 2 10 65
PROJECT TOTAL = 1,028,814.58 MAPCO, INC.
16/01 I-4030 8.1801901 CLEVELAND 2,345,717.65 SUR IMS 309 7.600 4 0 0 S 3 12 80
PROJECT TOTAL = 2,345,717.65 REA CONSTRUCTION COMPA
17/01 B-3052 8.2390501 FRANKLIN 702,721.07 RWY BRZ 1,590 0.442 2 614 0 B 2 5 36
17/02 B-3052 8.2390501 FRANKLIN 831,019.35 BRG BRZ Q 0.061 4 336 15 B 2 5 36 15+81.00-L-
PROJECT TOTAL = 1,533,740.42 S. T. WOOTEN CORPORATI
18/01 B-2969 8.2623801 FORSYTH 270,625.82 RWY BRZ 2,020 0.134 1 612 0 U C 2 9 62
18/02 B-2969 8.2623801 FORSYTH 196,108.50 CLV BRZ 0.004 1 2 10 U C 2 9 62 13+68.75 -L-
PROJECT TOTAL = 466,734.32 SMITH-ROWE, INC.
20/01 B-3072 8.2760701 WILKES 130,812.37 RWY BRZ 1,744 0.075 2 612 0 C 3 11 76
20/02 B-3072 8.2760701 WILKES 133,250.40 CLV BRZ 0.005 1 2 9 C 3 11 76 16+55.50-L-
PROJECT TOTAL = 264,062.77 APPLE TUCK & ASSOCIATE
21/01 R-2302 6.701002 ALLEGHANY 5,096,856.09 RWY 2,119 2.405 2 0 0 3 11 70
PROJECT TOTAL = 5,096,856.09 JAMES R. VANNOY & SONS
22/01 A-11BA 8.3064124 CLAY 1,693,132.53 RWY STP 1,871 0.905 5 0 0 S B 4 14 92
22/02 R-2703 6.921002 CLAY 1,435,787.72 RWY 1,613 0.890 5 0 0 S B 4 14 92
22/03 A-11BA 8.3064124 CLAY 1,315,977.98 BRG STP Q 0.040 3 845 15 S B 4 14 92 62+38.00-L1R
PROJECT TOTAL = 4,444,898.23 HARRISON CONST. CO., I
***** SEP 2000 TOTAL = $19,827,319.26
***** OCT 2000 *****
07/01 B-3265 8.2331101 WAYNE 370,786.75 RWY MA 2,083 0.178 2 612 0 B 2 4 33
07/02 B-3265 8.2331101 WAYNE 485,572.50 BRG MA Q 0.024 3 721 15 B 2 4 33 16+59.85-L-
PROJECT TOTAL = 856,359.25 S. T. WOOTEN CORPORATI
08/01 I-2508 8.1370305 DURHAM 22,775,088.55 RWY IMF 1,045 21.802 4 664 0 S S 2 5 35
PROJECT TOTAL = 22,775,088.55 THE LANE CONSTRUCTION
09/01 R-4427 8.1421301 BLADEN 2,786,963.95 SUR STP 97 28.600 2 0 0 S 1 6 42 MAP 1
PROJECT TOTAL = 2,786,963.95 BARNHILL CONTRACTING C
10/01 R-4419 8.1431801 COLUMBUS 2,424,149.05 SUR NHS 110 22.000 2 0 0 S 1 6 43 MAP 1-3
PROJECT TOTAL = 2,424,149.05 APAC-CAROLINA, INC., C
11/01 R 4437 8.1443801 CUMBERLAN 1,892,290.76 SUR STP 115 16.470 2 0 0 S 1 6 44
PROJECT TOTAL = 1,892,290.76 BARNHILL CONTRACTING C
12/01 U-4402 8.1443901 CUMBERLAN 1,073,023.62 SUR STP 178 6.030 2 0 0 S 1 6 44
PROJECT TOTAL = 1,073,023.62 BARNHILL CONTRACTING C
13/01 R-4424 8.1451601 HARNETT 678,355.62 SUR STP 77 8.850 2 0 0 S 2 6 45 MAP 1-3
PROJECT TOTAL = 678,355.62 BARNHILL CONTRACTING C
14/01 I-4403 8.1463401 ROBESON 392,542.05 SUR IMS 196 2.000 4 0 0 S 1 6 46
PROJECT TOTAL = 392,542.05 APAC-CAROLINA, INC., C
15/01 R-4420 8.1463501 ROBESON 1,246,054.30 SUR NHS 141 8.840 2 0 0 S 1 6 46 MAP 1-2
PROJECT TOTAL = 1,246,054.30 APAC-CAROLINA, INC., H
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
16/01 B-2810 8.2480701 CASWELL 679,373.10 RWY BRZ 4,300 0.158 2 0 0 B 2 7 48
16/02 B-2810 8.2480701 CASWELL 947,877.50 BRG BRZ Q 0.058 4 854 15 B 2 7 48 18+90.15 -L-
PROJECT TOTAL = 1,627,250.60 DANE CONSTRUCTION, INC
17/01 B-3179 8.2493901 GUILFORD 134,426.75 RWY MAB 1,639 0.082 2 0 0 B 2 7 49
17/02 B-3179 8.2493901 GUILFORD 274,337.60 BRG MAB 0.048 5 893 15 B 2 7 49 16+89.33 -L-
PROJECT TOTAL = 408,764.35 SMITH-ROWE, INC.
18/01 B-2608 8.1581001 RICHMOND 1,790,641.05 RWY BRS 1,718 1.042 2 0 0 B 2 8 58
18/02 B-2608 8.1581001 RICHMOND 829,065.22 BRG BRS Q 0.049 3 536 15 B 2 8 58 22+33.00-L
18/03 B-2608 8.1581001 RICHMOND 713,281.45 BRG BRS Q 0.047 5 721 15 B 2 8 58 36+74.50-L
PROJECT TOTAL = 3,332,987.72 DANE CONSTRUCTION, INC
19/01 U-3307 9.8100394 MECKLENBG 3,077,559.30 RWY 1,766 1.743 2 0 0 S U C 2 10 67
19/02 U-3307 9.8100394 MECKLENBG 444,248.00 RWY 0.000 0 0 0 S U C 2 10 67 CMUD COST
19/03 U-3307 9.8100394 MECKLENBG 128,374.40 CLV 0.000 1 1 17 S U C 2 10 67 74+18.00-L-
19/04 U-3307 9.8100394 MECKLENBG 106,686.10 CLV 0.000 1 1 11 S U C 2 10 67 120+05.50LRE
PROJECT TOTAL = 3,756,867.80 BLYTHE DEVELOPMENT COM
***** OCT 2000 TOTAL = $43,250,697.62
***** NOV 2000 *****
07/01 M-341 8.1000022 LENOIR 829,980.68 RWY STP 5,804 0.143 4 658 0 S B 1 2 20
07/02 M-341 8.1000022 LENOIR 1,379,229.27 BRG STP Q 0.051 3 854 15 S B 1 2 20 30+60.00-L-E
07/03 M-341 8.1000022 LENOIR 944,646.58 BRG STP Q 0.000 3 854 15 S B 1 2 20 30+60.00-L-W
PROJECT TOTAL = 3,153,856.53 CAROLINA BRIDGE COMPAN
09/01 7.2411136 DUPLIN 545,291.46 SUR 206 2.650 1 0 0 S 1 3 24 MAP 1
09/02 7.2421136 DUPLIN 910,938.15 SUR 55 16.490 1 0 0 S 1 3 24 MAPS 2-15
09/03 7.2470336 DUPLIN 26,855.22 SUR 269 0.100 1 0 0 S 1 3 24 MAP 16
09/04 7.2471736 DUPLIN 17,690.10 SUR 30 0.590 1 0 0 S 1 3 24 MAP 17
PROJECT TOTAL = 1,500,774.93 BARRUS CONSTRUCTION CO
10/01 7.2811138 SAMPSON 1,640,899.56 SUR 176 9.300 2 0 0 S 1 3 28 MAP 1
10/02 7.2821138 SAMPSON 1,044,235.95 SUR 64 16.400 2 0 0 S 1 3 28 MAPS 2-14
10/03 7.2871138 SAMPSON 108,695.60 SUR 145 0.750 2 0 0 S 1 3 28 MAP 15
PROJECT TOTAL = 2,793,831.11 BARNHILL CONTRACTING C
11/01 7.4911239 GUILFORD 2,680,064.91 SUR 255 10.490 2 0 0 S 2 7 49 MAP 1
11/02 7.4970839 GUILFORD 276,710.82 SUR 288 0.960 2 0 0 S 2 7 49 MAP 2
PROJECT TOTAL = 2,956,775.73 MAPCO, INC.
12/01 U-2827 8.1622702 FORSYTH 12,306,351.20 RWY NHS 4,690 2.624 4 682 0 SLU C 2 9 62
12/02 U-2827 8.1622702 FORSYTH 120,580.00 RWY NHS 0.000 0 0 0 SLU C 2 9 62 WINSTON-SALE
12/03 U-2827 8.1622702 FORSYTH 78,481.00 CLV NHS 0.000 1 201 9 SLU C 2 9 62 138+12.00 -L
PROJECT TOTAL = 12,505,412.20 SANTARO INDUSTRIES, IN
13/01 U-4022 9.8109804 MECKLENBG 1,381,000.00 RWY 1,884 0.733 3 0 0 2 10 67
PROJECT TOTAL = 1,381,000.00 MCWHIRTHER GRADING CO.
14/01 B-2903 8.2700401 ALLEGHANY 376,610.75 RWY BRZ 1,828 0.206 2 614 0 L U B 3 11 70
14/02 B-2903 8.2700401 ALLEGHANY 489,983.85 BRG BRZ Q 0.040 3 845 15 L U B 3 11 70 19+71.00-L
PROJECT TOTAL = 866,594.60 JAMES R. VANNOY & SONS
15/01 B-2937 8.2732201 CALDWELL 540,177.50 RWY BRZ 1,737 0.311 2 0 0 U B 3 11 73
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 14
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
15/02 B-2937 8.2732201 CALDWELL 419,266.70 BRG BRZ Q 0.020 3 836 15 U B 3 11 73 STA 21+94-L1
PROJECT TOTAL = 959,444.20 KEITH YOUNT CONST. CO.
16/01 B-3248 8.2741401 SURRY 260,002.00 RWY BRZ 1,281 0.203 2 614 0 B 2 11 74
16/02 B-3248 8.2741401 SURRY 508,317.86 BRG BRZ Q 0.034 3 836 15 B 2 11 74 17+22.50-L-
PROJECT TOTAL = 768,319.86 SMITH-ROWE, INC.
17/01 B-3089 8.1900601 YANCEY 1,461,438.57 RWY BRS 5,557 0.263 2 0 0 SLS U B 4 13 90
17/02 B-3089 8.1900601 MITCHELL 1,824,082.79 BRG BRS Q 0.096 3 678 18 SLS U B 4 13 88 16+10 -L-
PROJECT TOTAL = 3,285,521.36 TAYLOR & MURPHY CONSTR
***** NOV 2000 TOTAL = $30,171,530.52
***** DEC 2000 *****
21/01 I-4008 8.1312701 JOHNSTON 708,422.50 RWY IMS 26 27.462 1 0 0 2 4 31
PROJECT TOTAL = 708,422.50 REYNOLDS FENCE & GUARD
22/01 7.4611162 ROBESON 658,535.58 SUR 58 11.300 1 0 0 S 1 6 46 MAPS 1-4
22/02 7.4621162 ROBESON 952,668.75 SUR 35 27.490 1 0 0 S 1 6 46 MAPS 5-20
22/03 7.4671862 ROBESON 26,666.57 SUR 38 0.700 1 0 0 S 1 6 46 MAP 21
22/04 7.4672762 ROBESON 154,958.42 SUR 88 1.770 1 0 0 S 1 6 46 MAPS 22-25
22/05 7.4673062 ROBESON 68,529.80 SUR 57 1.210 1 0 0 S 1 6 46 MAPS 26-27
22/06 7.4673762 ROBESON 69,185.09 SUR 49 1.410 1 0 0 S 1 6 46 MAPS 28-29
22/07 7.4673962 ROBESON 139,998.95 SUR 154 0.910 1 0 0 S 1 6 46 MAPS 30-31
22/08 7.5979739 SCOTLAND 49,957.91 SUR 65 0.770 1 0 0 S 2 8 59 MAP 33
PROJECT TOTAL = 2,120,501.07 BARNES PAVING CO., INC
23/01 I-2511 8.1631510 ROWAN 46,179,812.47 RWY IMF 13,939 3.313 4 0 0 C 2 9 63
23/02 I-2511 8.1631510 ROWAN 1,084,455.96 RWY IMF 0.000 0 0 0 C 2 9 63 SALISBURY
23/03 I-2511 8.1631510 ROWAN 391,276.14 CLV IMF 0.000 1 4 2 C 2 9 63 38+92.20-Y10
23/04 I-2511 8.1631510 ROWAN 130,518.46 CLV IMF 0.000 1 201 30 C 2 9 63 451+85.00-L-
23/05 I-2511 8.1631510 ROWAN 562,000.00 WAL IMF 0.000 1 0 0 C 2 9 63 493+00.00-L-
23/06 I-2511 8.1631510 ROWAN 1,901,296.70 BRG IMF I 0.029 3 430 12 C 2 9 63 498+49.35-L-
23/07 I-2511 8.1631510 ROWAN 3,770,798.01 BRG IMF I 0.052 3 599 11 C 2 9 63 504+91.08-L-
23/08 I-2511 8.1631510 ROWAN 5,073,125.84 BRG IMF Q 0.073 3 599 11 C 2 9 63 557+08.04-L-
23/09 I-2511 8.1631510 ROWAN 703,649.53 BRG IMF I 0.000 2 640 11 C 2 9 63 599+61.57-L-
PROJECT TOTAL = 59,796,933.11 REA CONSTRUCTION COMPA
24/01 I-3308 8.1822702 IREDELL 9,543,516.95 RWY IMS 1,094 8.722 4 0 0 S 2 12 82
PROJECT TOTAL = 9,543,516.95 APAC-CAROLINA, INC., P
25/01 B-2997 8.1871501 MCDOWELL 548,367.25 RWY BRS 1,810 0.303 2 614 0 B 3 13 87
25/02 B-2997 8.1871501 MCDOWELL 590,850.23 BRG BRS Q 0.030 3 845 15 B 3 13 87 23+30.00 -L-
PROJECT TOTAL = 1,139,217.48 SMITH & SONS PAVING CO
***** DEC 2000 TOTAL = $73,308,591.11
GRAND TOTAL =$354,528,230.38
COST/PROJECT MILE = $194,342.12 TOTAL PROJECT MILES = 1824.248
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 15
AVERAGE UNIT BIDS
DATE 0001-0012
COMPLETE FILE FOR THIS PERIOD
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 142 103,913.56 14,755,725.62
2 CONSTRUCTION SURVEYING LS 17 61,536.67 1,046,123.44
5 CLEARING & GRUBBING LS 181.87 14,731.86 2,679,282.90
6 SUPP CLEARING & GRUBBING ACR 38 3,003.01 114,114.56
10 SEALING ABANDONED WELLS EA 10 916.00 9,160.00
13 UNCLASSIFIED EXCAVATION CY 1,376,745 4.05 5,583,398.25
26 REINF BRG APR FILL ****** LS 50 13,137.50 656,875.00
19 UNDERCUT EXCAVATION CY 271,110 7.94 2,154,100.00
11 GRADING LS 38 87,039.18 3,307,489.00
8 SUPP CLEARING & GRUBBING ACR 39 707.31 27,585.00
9 UNDERCUT EXCAVATION CY 10,100 9.21 93,006.00
16 GRADING LS 1 79,094.27 79,094.27
21 SELECT GRANULAR MATERIAL CY 98,400 9.05 890,175.00
22 SOIL STABILIZATION FABRIC SY 162,600 1.92 312,135.00
23 WICK DRAINS LF 60,000 0.57 34,000.00
28 BORROW EXCAVATION CY 2,677,338 4.02 10,757,214.00
32 EMBM'T SETTLEMENT GAUGE EA 10 700.00 7,000.00
34 DRAINAGE DITCH EXCAVATION CY 62,249.50 7.30 454,212.39
39 BERM DITCH CONSTRUCTION LF 2,240 3.54 7,942.50
38 PIPE CLEAN-OUT LF 1,647 10.56 17,394.75
47 REMOVAL OF ASPHALT PVMT SY 472,167 3.15 1,487,474.39
49 REMOVAL OF CONC PVMT SY 362,450 5.22 1,892,867.50
52 REMOVAL OF CONC PVMT SLBS SY 20,050 31.71 635,825.00
50 PROOF ROLLING HR 93 179.16 16,662.00
51 TEMPORARY SHORING SF 60,688 20.01 1,214,515.00
63 SELECT MATERIAL CL II TON 10,600 2.60 27,560.00
59 FNDATION MATL, MINOR STRS TON 12,542 19.11 239,714.42
76 15" PLAIN CONC PIPE CULV LF 12 50.00 600.00
88 12" RC PIPE CULV III LF 1,556 20.33 31,638.56
89 15" RC PIPE CULV III LF 32,174 20.49 659,346.72
90 18" RC PIPE CULV III LF 18,156 22.98 417,302.68
91 24" RC PIPE CULV III LF 14,644 28.44 416,542.04
92 30" RC PIPE CULV III LF 11,928 35.58 424,411.16
93 36" RC PIPE CULV III LF 4,448 47.95 213,267.64
94 42" RC PIPE CULV III LF 3,380 57.62 194,768.16
95 48" RC PIPE CULV III LF 780 75.57 58,943.20
96 54" RC PIPE CULV III LF 796 96.55 76,856.32
97 60" RC PIPE CULV III LF 604 110.05 66,473.28
98 66" RC PIPE CULV III LF 1,344 151.26 203,288.72
99 72" RC PIPE CULV III LF 276 187.52 51,755.08
114 18" RC PIPE CULV IV LF 240 28.00 6,720.00
117 36" RC PIPE CULV IV LF 172 45.20 7,774.40
118 42" RC PIPE CULV IV LF 352 66.83 23,524.16
119 48" RC PIPE CULV IV LF 280 77.33 21,652.40
120 54" RC PIPE CULV IV LF 420 103.45 43,447.68
121 60" RC PIPE CULV IV LF 56 129.13 7,231.28
196 15X**X**" RCP TEE III EA 1 500.00 500.00
197 15X15X15" RCP TEE III EA 1 280.00 280.00
234 6" CS PIPE 0.064" SPR BOX LF 632 11.62 7,344.00
239 **" CS PIPE CULV *****" LF 1,236 45.74 56,531.40
240 15" CS PIPE CULV 0.064" LF 716 21.17 15,156.32
241 18" CS PIPE CULV 0.064" LF 2,584 18.34 47,388.00
242 24" CS PIPE CULV 0.064" LF 126 33.14 4,176.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 16
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
243 30" CS PIPE CULV 0.079" LF 70 37.00 2,590.00
275 **X**"CSP ARCH CULV ***** LF 559 86.74 48,485.50
279 **" BCCSP A *****" LF 164 29.00 4,756.00
283 15" BCCSP A 0.064" LF 892 19.27 17,188.84
284 18" BCCSP A 0.064" LF 60 19.83 1,189.80
285 24" BCCSP A 0.064" LF 132 30.00 3,960.00
297 **" BCCSP B *****" LF 1,546 20.57 31,796.00
303 15" BCCSP B 0.064" LF 4,198 21.00 88,182.88
307 18" BCCSP B 0.064" LF 1,964 26.92 52,867.92
311 24" BCCSP B 0.064" LF 1,660 28.06 46,574.00
313 24" BCCSP B 0.109" LF 44 60.00 2,640.00
316 30" BCCSP B 0.079" LF 572 34.11 19,508.80
334 42" BCCSP B 0.109" LF 192 49.45 9,494.40
371 60" BCCSP B 0.109" 3X1" LF 216 96.00 20,736.00
384 66" BCCSP B 0.138" LF 590 118.71 70,040.00
408 78" BCCSP B 0.168" LF 180 150.00 27,000.00
440 **" BCCS ELB B *****" EA 41 251.17 10,298.00
441 15" BCCS ELB B 0.064" EA 88 183.86 16,179.90
442 18" BCCS ELB B 0.064" EA 31 211.10 6,544.00
443 24" BCCS ELB B 0.064" EA 17 242.35 4,120.00
445 30" BCCS ELB B 0.079" EA 9 331.22 2,981.00
488 1**X**"BCCSP ARCH B ***** LF 128 204.00 26,112.00
1048 6" SLOPE PROTECTION SY 100 70.00 7,000.00
552 FINE GRADING LS 30 87,190.03 2,615,700.93
553 SEALING PVMT CRACKS LB 10,000 2.77 27,675.00
555 SEALING PVMT CRACKS & JTS LB 44,000 1.47 64,680.00
545 LIME TRTD SOIL (SLURRY) SY 253,510 1.66 421,343.90
546 LIME TRTD SOIL(QUICKLIME) SY 23,100 1.93 44,660.00
548 LIME FOR LIME TREATD SOIL TON 2,775 125.66 348,718.40
549 #57 STONE TON 375 30.00 11,250.00
550 #57 STONE CY 22 30.00 660.00
554 STABILIZER AGGREGATE TON 17,010 15.77 268,346.00
556 AGGREGATE BASE COURSE TON 274,975 12.50 3,438,518.10
574 **" SOIL CEMENT BASE SY 164,740 1.53 251,742.60
575 PC FOR SOIL CEMENT BASE TON 4,545 106.89 485,814.80
570 AGGREGATE FOR SOIL CEM BS TON 1,525 11.84 18,057.50
576 ASPHALT CURING SEAL GAL 35,650 1.50 53,475.00
580 INCIDENTAL STONE BASE TON 50,276 20.93 1,052,476.12
583 SHOULDER BORROW CY 7,675 4.74 36,350.00
558 DITCHING LF 19,035 2.23 42,518.25
585 SHOULDER CONSTRUCTION MLF 936.27 605.97 567,349.65
568 SHOULDER RECONSTRUCTION MI 25.38 650.00 16,497.00
589 PRIME COAT GAL 8,125 3.23 26,267.50
586 MILLING BIT PAVEMENT ** SY 536,577 1.26 675,017.36
584 MILLN BIT PVMT ** - ** SY 291,875 1.93 563,942.90
577 MILL ASPH PVMT **-1/4" SY 50,585 1.30 65,571.75
581 MILL ASPH PVMT **-1/2" SY 712,726 1.33 949,044.96
579 MILL ASPH PVMT ** -**-1/2 SY 252,685 1.46 369,126.45
571 MILL ASPH PVMT**.5 -**.5 SY 19,442 2.10 40,921.40
582 MILL ASPH PVMT **-1/2"-** SY 10,478 2.95 30,910.10
590 MILLED RUMBLE STRIPS LF 1,189,400 0.24 289,304.50
594 INCIDENTAL MILLING SY 40,260 4.17 167,910.80
593 ASPHALT CEMENT TON 107,447 182.75 19,636,426.89
569 WEDGING EXISTING PAVEMENT TON 360 56.00 20,160.00
597 ASPH CONC BASE CO, HB TON 167,295 28.94 4,841,281.84
600 SAND ASPH SURF CO, F1 TON 1,447 26.95 38,996.65
601 ASPH CONC BINDER CO, HDB TON 120,480 25.08 3,021,161.29
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 17
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
602 ASPH CONC BINDER CO, H TON 40,526 27.36 1,108,748.10
603 ASPH CONC SURF I-1, LEVLN TON 30,634 25.76 789,120.35
604 ASPH CONC SURFACE CO, I-1 TON 683,282 24.17 16,518,625.89
606 ASPH CONC SURF I-2, LEVLN TON 16,161 32.63 527,271.75
605 ASPH CONC SURFACE CO, I-2 TON 593,239 24.60 14,596,015.07
608 ASPH CONC SURF CO, HDS TON 272,622 24.40 6,653,274.26
609 ASPH DRAINAGE CO, #78M TON 32,500 26.00 845,000.00
610 ASPH DRAINAGE CO, #57 TON 53,500 26.00 1,391,000.00
611 ASPH PM PAVEMENT REPAIR TON 6,338.50 124.89 791,636.88
612 PATCHING EXIST PAVEMENT TON 32,643 75.65 2,469,468.31
619 AST, MAT COAT, #6 STONE SY 122,100 0.73 89,634.00
631 AST, TRIPLE SEAL SY 1,318,287 1.12 1,475,135.08
669 11"PCC PVMT, THRU LANES SY 210,285 27.25 5,730,266.25
672 11"PCC PVMT, MISC SY 8,760 32.00 280,320.00
682 SURF TEST CONC PAVEMENT LS 3 16,967.67 50,903.00
679 CONC SHLDRS ADJ **"PVMT SY 50,750 26.00 1,319,500.00
683 LAB RENTAL PORT CEMENT LS 3 16,300.67 48,902.00
685 RIGHT OF WAY MARKERS EA 835 105.34 87,961.00
687 PIPE REMOVAL LF 26,915 6.23 167,763.88
690 SUBDRAIN EXCAVATION CY 7,878.60 7.20 56,747.02
691 SUBDRAIN FINE AGGREGATE CY 5,378.20 27.59 148,386.41
692 4" PERF SUBDRN PIPE LF 15,500 2.20 34,125.00
693 4" SUBDRN Y,T,OR L EA 465 19.37 9,007.50
694 6" PERF SUBDRN PIPE LF 26,350 4.18 110,120.00
695 6" SUBDRN Y,T,OR L EA 791 12.20 9,648.55
698 CONC PAD SUBDRN OUTLET EA 87 196.73 17,115.73
699 4" OUTLET PIPE (SUBDRNS) LF 186 29.20 5,431.50
707 6" OUTLET PIPE (SUBDRNS) LF 340 14.19 4,826.44
702 SHOULDER DRAIN LF 166,600 2.64 440,200.00
703 4" SHOULDER DRAIN PIPE LF 166,600 0.81 134,508.00
706 4" OUTLET PIPE (SH DRNS) LF 7,540 4.13 31,150.00
704 CONC PAD SHLDR DRN OUTLET EA 337 131.83 44,427.00
705 BLOTTING SAND TON 1,473 2.86 4,214.53
708 METAL FUNNELS EA 32 383.75 12,280.00
710 12"FUNNEL DRAIN PIPE LF 1,102 23.24 25,612.00
713 12"FUNNEL DRAIN ELBOWS EA 43 151.86 6,530.00
715 SAND CEMENT HEADWALLS SF 558 47.01 26,230.00
724 PIPE COLLARS CY 95.06 573.92 54,559.51
726 PIPE PLUGS CY 17.86 945.00 16,882.50
731 FLOWABLE FILL CY 711 96.48 68,601.25
732 MASNRY DRAINAGE STRUCT EA 1,169 1,128.99 1,319,788.60
733 MASNRY DRAINAGE STRUCT CY 84.30 646.53 54,502.50
734 MASNRY DRAINAGE STRUCT LF 300.47 275.08 82,653.04
744 FRAME W/GRATE 840.***** EA 27 347.96 9,395.00
748 FRAME-GRT-HD 840.03 ** EA 344 325.33 111,913.60
752 FRAME W/GRATE 840.13 EA 1 290.00 290.00
754 FRAME W/2GRTS 840.16 EA 101 302.38 30,540.00
755 FRAME W/GRATE 840.20 EA 23 397.83 9,150.00
757 FRAME W/2GRTS 840.20 EA 182 323.63 58,900.00
758 FRAME W/2GRTS 840.22 EA 139 328.77 45,698.72
762 FRAME W/2GRTS 840.24 EA 93 304.67 28,334.20
763 FRAME W/GRATE 840.29 EA 14 316.07 4,425.00
765 FRAME W/2GRTS 840.29 EA 75 384.05 28,803.50
764 FRAME W/COVER 840.54 EA 47 286.53 13,466.88
766 FAB STL GRATES STD 840.** EA 62 850.00 52,700.00
735 CONC APRON FOR CATCHBASIN EA 8 433.00 3,464.00
736 CONC APRON FOR DROP INLET EA 77 171.43 13,200.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 18
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
771 **" SLUICE GATE EA 1 2,750.00 2,750.00
778 CONCRETE STEPS CY 24 583.33 14,000.00
785 **"X**" CONCRETE CURB LF 18,225 16.56 301,765.00
788 1'-6"CONC CURB & GUTTER LF 9,391 9.05 85,027.95
789 2'-6"CONC CURB & GUTTER LF 97,842 10.99 1,075,507.50
790 SHOULDER BERM GUTTER LF 37,983 13.07 496,467.40
797 MODIFIED CONCRETE FLUME EA 3 1,500.00 4,500.00
796 CONC EXPRESSWAY GUTTER LF 25,895 12.87 333,265.00
798 4" CONCRETE VALLEY GUTTER SY 45 48.00 2,160.00
800 4" CONCRETE SIDEWALK SY 21,799 21.87 476,846.24
802 CONCRETE WHEELCHAIR RAMP SY 2,484 36.17 89,838.16
803 WHEELCHAIR RAMP EA 108 1,344.03 145,155.00
804 6" CONCRETE DRIVEWAY SY 8,124 39.78 323,174.00
806 4" CONCRETE PAVED DITCH SY 780 41.89 32,678.19
809 3" CONC ISLAND COVERS SY 2,285 23.82 54,440.00
815 **" MONO CONC ISLANDS SY 14 100.00 1,400.00
818 5" MONO CONC ISLANDS SY 1,429 36.88 52,701.50
822 7" MONO CONC ISLANDS SY 1,250 40.00 50,000.00
831 **" CONC GLARE SCREEN LF 7,400 12.84 95,016.00
838 CONC BARRIER LF 19,925 29.87 595,274.00
839 CONC BARRIER TRANS SECTN EA 33 3,423.39 112,972.00
840 VAR HT CONC BARRIER ** LF 6,470 71.23 460,883.50
842 PC REINF BARRIER SNGL FC LF 4,250 48.66 206,790.00
841 SNGL FC PRECAST CONC BAR LF 560 68.97 38,621.60
844 ADJ CATCH BASINS EA 48 531.56 25,515.00
847 ADJ DROP INLETS EA 129 674.90 87,062.50
850 ADJ MANHOLES EA 1,635 358.25 585,736.83
853 ADJ METER OR VALVE BOXES EA 1,371 290.48 398,251.86
856 CONVERT CB TO JB EA 3 896.67 2,690.00
859 CONVERT CB TO DI EA 8 898.87 7,190.93
862 CONVERT DI TO JB EA 10 1,105.00 11,050.00
773 CONVERT DI TO CB EA 1 600.00 600.00
863 CONVERT JB TO DI EA 1 1,300.00 1,300.00
779 CONVERT MH TO DI EA 1 1,000.00 1,000.00
877 IMPACT ATTEN TYPE 350 EA 4 10,156.25 40,625.00
899 STL BM GUARDRAIL LF 884,056 8.55 7,558,057.89
902 SBGR SHOP CURVED LF 2,625.75 12.63 33,171.25
905 SBGR DOUBLE FACED LF 47,087.50 12.79 602,503.13
908 TRIPLE CORRUGATED SBGR LF 62.50 24.00 1,500.00
914 TRIPLE CORRU GR TERM SECT EA 3 80.00 240.00
890 SBGR TERM SECT EA 50 79.80 3,990.00
910 20"TUBULAR 3C GUARDRAIL LF 1,200 52.65 63,180.00
911 W-TR SBGR TRANS SECTIONS EA 5 345.00 1,725.00
959 ADDIT GUARDRAIL POSTS EA 578 36.57 21,135.45
917 GR ANCHOR TYPE ********** EA 634 1,753.44 1,111,684.64
920 GR ANCHOR TYPE ********** EA 87 1,349.55 117,411.20
935 GR ANCHOR TYPE AT-1 EA 30 415.13 12,454.00
947 GR ANCHOR TYPE CAT-1 EA 344 403.34 138,748.44
923 GR ANCHOR TYPE VI EA 1 1,380.00 1,380.00
924 GR ANCHOR TYPE VI (MOD) EA 16 1,258.75 20,140.00
934 GR ANCHOR TYPE XI EA 145 1,108.91 160,792.00
936 GR ANCHOR TYPE XI (MOD) EA 38 1,180.00 44,840.00
931 GR ANCHOR TYPE XIII EA 46 439.10 20,198.53
875 REMOVE & RESET GUARDRAIL LF 96,500 5.84 563,235.00
878 REMOVE EXISTING GUARDRAIL LF 139,786 1.00 139,604.08
881 REMVE & STKPILE GUARDRAIL LF 15,092 0.82 12,323.60
969 WOVEN WIRE FENCE 47" FAB LF 56,120 1.77 99,280.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 19
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
972 4" TIMBER POSTS *****LONG EA 25 36.00 900.00
975 4" TIMBER POSTS 7'-6"LONG EA 3,477 14.93 51,904.00
981 5" TIMBER POSTS 8'-0"LONG EA 942 32.63 30,737.00
1002 CL FEN 48" FAB W/TOP TEN LF 2,350 2.70 6,345.00
1008 MET LINE PST 48" CL FEN EA 190 29.00 5,510.00
1014 MET TERM PST 48" CL FEN EA 15 100.00 1,500.00
1021 ADDITIONAL BARBED WIRE LF 2,072 0.64 1,319.00
1026 ** STRAND BW FENCE W/POST LF 8,560 3.51 30,072.50
1029 TEMP **" WW FENCE W/POSTS LF 400 6.56 2,626.00
1032 WOVEN WIRE FENCE RESET LF 935 5.03 4,700.00
1034 BARBED WIRE FENCE RESET LF 650 3.19 2,075.00
1036 CHAIN LINK FENCE RESET LF 315 11.00 3,465.00
1042 PLAIN RIP RAP CL ******** SY 1,645 20.04 32,960.00
1045 PLAIN RIP RAP, CLASS I TON 10,192 29.27 298,297.50
1046 PLAIN RIP RAP, CLASS II TON 3,485 37.56 130,890.00
1060 PLAIN RIP RAP, CLASS A TON 1,193 25.28 30,160.28
1061 PLAIN RIP RAP, CLASS B TON 12,250 30.54 374,167.46
33 FILTER FABRIC FOR DRAINGE SY 135,514 1.55 210,407.19
1114 ABC (SUB-BALLAST) TON 1,000 20.00 20,000.00
1681 REINF CL A CONC FOOTINGS CY 115 624.08 71,769.50
1682 PLN CL A CONC FOOTINGS CY 29 737.31 21,382.00
1677 BREAKAWAY STL BM SUPPORT LB 85,112 2.34 199,227.75
1678 SIMPLE STL BM SUPPORTS LB 33,649 1.94 65,351.55
1679 3# STEEL U-CHANNEL POSTS LF 24,406 5.63 137,364.19
1680 2# STEEL U-CHANNEL POSTS EA 61 32.88 2,005.90
1663 TYPE A SIGNS, ERECTION EA 128 431.94 55,288.60
1664 TYPE B SIGNS, ERECTION EA 115 230.36 26,491.35
1666 TYPE D SIGNS, ERECTION EA 136 88.28 12,006.00
1667 TYPE E SIGNS, ERECTION EA 803 65.46 52,564.00
1668 TYPE F SIGNS, ERECTION EA 259 125.43 32,486.19
1674 MILEMARKERS, ERECTION EA 61 26.91 1,641.80
1707 OVERHEAD SIGN ASSEMBLY ** LS 47 45,278.04 2,128,068.00
1714 LITE SYS OVERHD SIGN ** LS 47 6,055.38 284,603.00
1732 R&D SIGNS ON 1 SUPPORT EA 19 38.25 726.80
1735 R&D SIGNS ON 2 SUPPORTS EA 170 84.57 14,377.60
1738 R&D SUPPORTS EA 349 59.97 20,928.70
1740 REMV & DISPL OF FOOTINGS EA 322 297.10 95,668.00
1753 R&D U CHNNEL POSTS EA 15 19.40 291.00
1756 R&D MILEMARKERS & POSTS EA 39 11.41 444.90
1757 R&D OVERHD SIGN ASSEMBLY EA 16 3,475.62 55,610.00
1727 R&D OF OVRHD SIGNS EA 6 400.00 2,400.00
1764 R&D SIGN & U POST EA 997 22.54 22,477.90
1765 ADJUST SIGNS ON OVRHD ASM EA 12 475.00 5,700.00
1722 ATT OVERLAYS 'A'&'B' SIGN EA 4 325.00 1,300.00
1726 ERECT SIGNS ON NEW SUPP EA 17 236.76 4,025.00
1728 ERECT SIGNS ON NEW U-CHNL EA 17 57.12 971.00
2037 WORK ZONE SIGNS (FIXED) SF 39,479.19 10.77 425,111.94
2153 WORK ZONE SIGNS (PORTABLE SF 18,273.80 7.71 140,951.38
2047 WORK ZONE SIGNS (BARRICDE SF 5,163 7.53 38,889.34
2155 FLASHING ARROW PNL TYPE C EA 80 3,082.80 246,623.70
2146 CHANGEABLE MESSAGE SIGNS EA 55 11,378.45 625,814.74
2152 DRUMS EA 12,743 45.85 584,244.35
2161 WARNING FLAGS EA 552 14.35 7,921.70
2159 CONES EA 3,712 16.92 62,811.10
2160 BARRICADES (TYPE II) LF 371 12.14 4,505.50
2040 BARRICADES (TYPE III) LF 8,023 13.37 107,287.93
2163 FLAGGER HR 12,868 16.36 210,531.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 20
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2164 FLAGGER MD 4,540 131.72 598,022.00
2154 WARNING LIGHTS (TYPE B) EA 244 223.91 54,634.40
2101 TEMPORARY CRASH CUSHIONS EA 2 12,500.00 25,000.00
2133 TEMPORARY CRASH CUSHIONS EA 51 11,173.31 569,838.94
2135 RESET TEMP CRASH CUSHION EA 60 2,096.31 125,778.90
2137 TRUCK MTD IMP ATTN 45 MPH EA 15 5,460.00 81,900.00
2145 TRUCK MTD IMP ATTN 60 MPH EA 75 6,493.93 487,045.00
2058 PORT CONC BARRIER LF 93,660 16.26 1,522,946.50
2069 PORT CONC BARRIER(ANCHRD) LF 5,845 16.21 94,750.00
2059 PORT CONC BARRIER(DRAINGE LF 51,615 16.58 855,882.50
2061 RESET PORT CONC BARRIER LF 412,637 3.24 1,338,346.50
2075 RESET PORT CONC BARR,ANCH LF 1,630 4.00 6,520.00
2166 POLICE HR 934 47.61 44,470.00
2132 TUBULAR MARKERS, FIXED EA 71 36.18 2,569.00
2175 GUIDE SIGN TMP COVER OVER EA 6 390.00 2,340.00
2177 GUIDE SIGN TMP COVER GRD EA 9 190.00 1,710.00
2180 TEMP GLARE SCREEN LF 1,600 20.57 32,920.00
2149 CHANGEABLE SIGNS, SF EA 4 534.70 2,138.80
2088 REM TAPE PVMT MRKINGS 4" LF 403,102 1.04 419,630.90
2093 REM TAPE PVMT MRKINGS 6" LF 161,560 1.47 236,920.80
2094 REM TAPE PVMT MRKINGS 8" LF 8,440 2.17 18,344.00
2099 REM TAPE PVMT MRKINGS 24" LF 600 5.00 3,000.00
2105 REM TAPE PVT MKG SYMBOL EA 51 110.88 5,655.00
2025 TEMP RAISED PVT MARKERS EA 44,424 5.47 243,184.85
1710 GRDRAIL DELIN TEMP CRYST EA 1,211 5.09 6,164.00
2063 GRDRAIL DELIN TEMP YELLOW EA 1,584 4.46 7,059.00
1711 BARRIER DELIN TEMP CRYST EA 3,066 6.25 19,160.70
1712 BARRIER DELIN TEMP YELLOW EA 6,212 6.37 39,595.20
2046 TEMPORARY SBGR LF 16,062.50 6.86 110,155.25
2048 TEMPORARY SBGR, SHP CURVD LF 75 10.20 765.00
2049 TEMP SBGR TERMINAL SECT EA 2 20.00 40.00
2052 GR ANCHOR TYP ***** TEMP EA 75 699.90 52,492.28
2055 GR ANCHOR TYP ***** TEMP EA 85 1,148.15 97,593.20
1768 THERMO PVT MKG LINES 4"90 LF 8,460,100 0.30 2,550,979.22
1769 THERMO PVT MKG LINE 4"120 LF 6,250,733 0.36 2,226,162.99
1776 6"WIDE THERMO 120 MILS LF 83,773 0.60 50,115.95
1772 8"WIDE THERMO 90 MILS LF 179,224 0.87 155,359.49
1779 THERMO PVT MKG LINE 8"120 LF 53,038 1.51 80,183.56
1777 12"WIDE THERMO 90 MILS LF 18,148 2.22 40,351.50
1784 12"WIDE THERMO 120 MILS LF 252 4.00 1,008.00
1785 THERMO LINES 16" 120MILS LF 4,941 2.91 14,395.50
1775 24"WIDE THERMO 120 MILS LF 28,687 4.63 132,718.20
1830 THERMO CHARACTER 120MILS EA 1,173 47.30 55,486.70
1854 THERMO PVT SYMBOL 90MILS EA 5,573 72.44 403,692.29
1857 4" EPOXY PVT MKG LINES LF 417,956 0.37 155,207.10
1860 6" EPOXY PVT MKG LINES LF 210,511 0.70 147,167.30
1858 8" EPOXY PVT MKG LINES LF 78,808 0.81 64,206.00
1862 12" EPOXY PVT MKG LINES LF 12,173 1.35 16,482.20
1859 24" EPOXY PVT MKG LINES LF 67 15.00 1,005.00
1893 EPOXY PVT MKG CHARACTER EA 16 150.00 2,400.00
1899 EPOXY PVT MKG SYMBOL EA 36 142.50 5,130.00
1920 4" COLD APPL PLSTIC LINES LF 15,746 1.43 22,477.30
1923 6" COLD APPL PLSTIC LINES LF 319 3.50 1,116.50
1921 8" COLD APPL PLSTIC LINES LF 2,548 4.28 10,903.00
1962 COLD APP PLSTIC SYMBOL EA 3 150.00 450.00
2073 PAINT PVMT MARKINGS 4" LF 12,633,172 0.12 1,476,616.59
2077 PAINT PVMT MARKINGS 6" LF 319,551 0.21 67,333.92
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 21
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2079 PAINT PVMT MARKINGS 8" LF 562,816 0.28 158,858.36
2078 PAINT PVMT MARKINGS 12" LF 9,008 0.30 2,745.40
2086 PAINT PVT MKGS lines 16" LF 984 1.49 1,469.66
2085 PAINT PVMT MRKG LINES 24" LF 14,414 2.12 30,579.65
2107 PAINT PVT MKG CHARACTER EA 108 31.28 3,378.00
2113 PAINT PVT MKG SYMBOL EA 1,169 37.84 44,231.00
2100 LINE REMOVAL 4" WIDE LF 1,168,065 0.28 323,157.89
2102 LINE REMOVAL 8" WIDE LF 84,741 0.72 61,483.75
2129 LINE REMOVAL 24" WIDE LF 4,952 2.85 14,122.00
2127 SYMBOLS ETC REMOVAL EA 318 41.28 13,126.50
2001 CURING COMP REMOVAL LINES LF 251,475 0.08 21,148.70
2004 CURING COMP REMOVAL SYMB EA 12 37.50 450.00
2010 PERM RAIS PVT MARKERS EA 72,929 3.90 284,192.50
2007 SNO PLOWB RAIS PVT MKRS EA 24,842 39.04 969,892.00
2057 GRDRAIL DELIN PERM CRYS EA 5,508 6.28 34,592.20
2062 GRDRAIL DELIN PERM YELLOW EA 7,609 4.79 36,480.00
1698 BARRIER DELIN PERM CRYST EA 864 7.98 6,891.70
1699 BARRIER DELIN PERM YELLOW EA 864 7.94 6,859.80
1695 7' U-CHANNEL POSTS EA 56 54.12 3,030.91
1718 FLXBL DELINTR (CRYSTAL) EA 359 32.51 11,673.23
1720 FLXBL DELINTR (YELLOW) EA 147 32.07 4,714.88
1721 FLXBL DELINTR (CRY & RED) EA 126 33.29 4,195.00
1733 FLXBL DELINTR (YEL & RED) EA 90 32.78 2,950.00
1703 OBJECT MARKERS, TYPE 3 EA 32 82.62 2,644.00
1704 OBJECT MARKERS, END OF RD EA 24 82.51 1,980.24
1191 100' HIGH MOUNT STANDARD EA 9 10,653.89 95,885.00
1196 PORTABLE DRIVE UNIT EA 2 3,089.00 6,178.00
1200 HIGH MOUNT FOUNDATIONS CY 42.30 597.52 25,275.00
1204 HM LUMINAIRES *********** EA 36 664.44 23,920.00
1205 LITE STD MTLT *********** EA 84 1,591.05 133,648.00
1218 STD FOUNDATIONS ********* EA 119 615.36 73,228.00
1222 LITE STD RDW 400W HPS EA 84 387.62 32,560.00
1234 UNDERPASS LUMINAIRES***** EA 24 605.00 14,520.00
1238 UNPASS CIRCUITRY ******** LS 1 14,800.00 14,800.00
1246 SERVICE POLES *********** EA 3 1,166.67 3,500.00
1250 SERVICE LATERAL ********* LF 220 8.89 1,955.00
1253 LITE CONTRL RW ********** EA 4 8,969.00 35,876.00
1260 ELECT DUCT BD, SIZE ***** LF 2,495 6.62 16,526.00
1261 ELECT DUCT JA, SIZE ***** LF 920 31.02 28,536.00
1236 **-#6 W/G FEEDER CIRCUIT LF 1,005 2.77 2,787.50
1237 **-#4 W/G FEEDER CIRCUIT LF 2,800 3.51 9,840.00
1239 **-#2 W/G FEEDER CIRCUIT LF 1,115 4.00 4,460.00
1245 **-#6 W/G FEEDR N *****" LF 21,920 6.22 136,289.50
1247 **-#4 W/G FEEDER N *****" LF 4,785 6.68 31,978.50
1249 **-#2 W/G FEEDER N *****" LF 420 7.10 2,982.00
1285 ELECT JUNCT BOXES ******* EA 29 584.48 16,950.00
1290 PORTABLE LIGHTING LS 10 32,503.80 325,038.00
1484 FND CONDIT MAT CL ******* TON 4,473 19.58 87,597.86
1480 BEDDING MATL, CL ******** TON 4,473 18.72 83,728.06
1485 PVMT REPAIR UTILITY WORK TON 1,650 125.57 207,193.00
1322 6" DI WATER PIPE ******** LF 196 29.84 5,848.40
1323 8" DI WATER PIPE ******** LF 28 31.12 871.50
1325 12"DI WATER PIPE ******** LF 389 26.00 10,114.00
1305 **"DI WATER PIPE PC *** LF 20 25.00 500.00
1306 4" DI WATER PIPE PC 350 LF 16 30.00 480.00
1307 6" DI WATER PIPE PC 350 LF 2,424 27.63 66,984.00
1308 8" DI WATER PIPE PC 350 LF 4,366 31.31 136,693.60
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 22
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1310 12" DI WATER PIPE PC 350 LF 7,441 33.50 249,293.00
1311 16" DI WATER PIPE PC **** LF 10,189 37.00 377,007.00
1313 24" DI WATER PIPE PC **** LF 2,810 70.00 196,700.00
1292 **"DI RES JT WAT P******* LF 78 80.00 6,240.00
1298 DI RES JT FITTNS ******** LB 4,628 4.74 21,926.16
1316 3/4"CU WATER PIPE TYPE ** LF 1,264 12.10 15,290.69
1317 1" CU WATER PIPE TYPE ** LF 97 15.28 1,482.50
1339 3/4"PE WAT PIPE SDR7 160# LF 63 3.00 189.00
1352 1-1/2"PVC W PIPE ******** LF 52 11.18 581.44
1355 2"PVC WATER PIPE ******** LF 1,179 9.73 11,471.60
1357 6"PVC WATER PIPE ******** LF 4,735 19.68 93,177.30
1358 8"PVC WATER PIPE ******** LF 8,945 17.57 157,182.22
1359 10"PVC WATER PIPE******** LF 2,047 25.90 53,017.30
1360 12"PVC WATER PIPE******** LF 40 30.00 1,200.00
1362 6" PVC H2O P C900 ** *** LF 605 30.00 18,150.00
1363 8" PVC H2O P C900 ** *** LF 3,874 31.10 120,474.00
1364 DI H2O FITTINGS 250# MIN LB 59,496 4.08 242,857.40
1335 1-1/2"GS WATER PIPE SCH** LF 85 16.00 1,360.00
1343 3/4"PE WAT TUBN SDR9 **** LF 1,747 11.40 19,919.30
1344 1"PE WAT TUBING SDR9 **** LF 3,234 7.76 25,110.80
1368 3/4" CORPORATION STOP EA 112 118.23 13,241.90
1369 1" CORPORATION STOP EA 59 43.17 2,547.00
1370 1-1/2" CORPORATION STOP EA 2 225.50 451.00
1371 2" CORPORATION STOP EA 7 180.57 1,264.00
1397 **" GATE V&VB *****WP EA 14 864.64 12,105.00
1398 6" GATE V&VB *****WP EA 72 662.56 47,704.44
1399 8" GATE V&VB *****WP EA 30 898.63 26,958.86
1400 10" GATE V&VB *****WP EA 1 960.00 960.00
1401 12" GATE V&VB *****WP EA 13 1,406.15 18,280.00
1403 16" BUTTERFLY V&VB EA 14 3,254.28 45,560.00
1425 **"AIR RELEASE VALVE & MH EA 2 2,752.62 5,505.24
1412 **"TAPN SLVE V&VB *****WP EA 1 8,250.00 8,250.00
1413 6" TAPN SLVE V&VB *****WP EA 1 1,575.00 1,575.00
1414 8" TAPN SLVE V&VB *****WP EA 8 2,193.75 17,550.00
1419 **X**"TAPN SLVE *****WP EA 1 600.00 600.00
1422 **"X **" TAPPING SADDLE EA 70 174.56 12,219.00
1421 **"X3/4" TAPPING SADDLE EA 100 275.09 27,509.25
1446 1" AIR RELEASE ASSEMBLY EA 1 2,500.00 2,500.00
1447 2" AIR RELEASE ASSEMBLY EA 10 960.00 9,600.00
1450 2" BLOW OFF ASSEMBLY EA 4 650.00 2,600.00
1423 **"TRANSIT COUPLN ******* EA 2 625.00 1,250.00
1424 6" TRANSIT COUPLN ******* EA 4 128.75 515.00
1426 8" TRANSIT COUPLN ******* EA 3 1,064.05 3,192.16
1429 12"TRANSIT COUPLN ******* EA 1 450.00 450.00
1439 RELOCATE EXIST WAT METER EA 133 392.27 52,172.66
1430 FIRE HYDRANTS, *****WP EA 14 1,400.00 19,600.00
1433 RELOCATE EXIST FIRE HYD EA 35 1,368.57 47,900.00
1436 REMV & STKPL EX FIRE HYD EA 16 428.75 6,860.00
1487 **" PVC SEWER PIPE, SDR** LF 108 144.00 15,552.00
1488 4" PVC SEWER PIPE, SDR ** LF 549 17.20 9,445.00
1490 8" PVC SEWER PIPE, SDR ** LF 3,523 62.42 219,923.00
1492 12" PVC SEWER PIPE, SDR** LF 2,171 67.00 145,457.00
1495 4"PVC FORCE MN SDR******* LF 1,317 15.24 20,074.50
1497 8"PVC FORCE MN SDR******* LF 1,932 19.23 37,152.96
1533 **"DI SEWR PIPE CL ***** LF 821.40 74.50 61,195.70
1536 8" DI SEWR PIPE CL ***** LF 601 37.69 22,650.00
1537 10"DI SEWR PIPE CL ***** LF 578.80 49.79 28,817.80
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 23
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1541 24"DI SEWR PIPE CL ***** LF 512 87.86 44,984.00
1501 4" DI SEWER PIPE PC 350 LF 40 25.00 1,000.00
1503 8" DI SEWER PIPE PC 350 LF 2,550.45 55.64 141,909.85
1505 12" DI SEWER PIPE PC 350 LF 490 82.77 40,559.00
1507 18" DI SEWER PIPE PC *** LF 158 138.00 21,804.00
1548 8" DI FORC MAIN ******* LF 18 37.00 666.00
1515 **"DI FORC MAIN PC ***** LF 3,166 28.92 91,574.00
1516 4" DI FORC MAIN PC 350 LF 877 25.00 21,925.00
1518 8" DI FORC MAIN PC 350 LF 102 21.22 2,164.44
1574 DI SS PIPE FITNS ******* LB 3,875 2.48 9,598.00
1622 SANITARY SEWER CLEAN-OUT EA 25 141.80 3,545.00
1581 4'DIA PC SS MH 0-6' EA 53 2,042.45 108,250.00
1585 5'DIA PC SS MH 0-6' EA 13 2,461.54 32,000.00
1600 PC CONC MH WALL 4'D 6'+ LF 82.70 173.81 14,374.50
1601 PC CONC MH WALL 5'D 6'+ LF 76.50 251.08 19,207.50
1588 SS MH OUTSIDE DROP ASSMBL LF 4 2,125.00 8,500.00
1589 SS MH INSIDE DROP ASSMBLY LF 19 172.63 3,280.00
1644 FIL OR REMV **" PIPE, *** LF 3,045 16.01 48,750.00
1645 FIL OR REMV 6" PIPE, **** LF 1,425 5.53 7,880.00
1646 FIL OR REMV 8" PIPE, **** LF 3,726 9.98 37,198.40
1648 FIL OR REMV 12" PIPE, *** LF 7,892 14.66 115,718.00
1649 FIL OR REMV 16" PIPE, *** LF 1,382 20.00 27,640.00
1619 GROUT FOR ABAND PIPES CY 37 100.00 3,700.00
1604 BRK DN,PLUG & FILL UT MH EA 26 996.35 25,905.00
1613 BREAK DOWN & REBUILD MH EA 7 2,353.28 16,473.00
1616 REMOVE EXISTING MANHOLE EA 4 568.48 2,273.94
1607 WATERTIGHT MH RING & COV EA 5 470.00 2,350.00
1468 **"STL NCAS PIPE *****"OC LF 475 49.02 23,285.00
1474 **"STL NCAS PIPE *****B&J LF 758 178.44 135,260.00
1476 18"STL NCAS PIPE *****B&J LF 435 275.86 120,000.00
1478 30"STL NCAS PIPE *****B&J LF 75 227.00 17,025.00
1090 TEMPORARY SILT FENCE LF 73,528 2.73 200,453.05
1100 EROS CONTRL STONE CL A TON 940 32.26 30,327.90
1101 EROS CONTRL STONE CL B TON 31,055 29.93 929,484.65
1099 SEDIMENT CONTROL STONE TON 16,857 27.35 461,094.82
1084 TEMPORARY MULCHING ACR 670.50 415.60 278,662.83
1068 SEED FOR TEMP SEEDING LB 30,800 2.51 77,421.50
1069 FERT FOR TEMP SEEDING TON 124 448.74 55,643.69
1085 TEMPORARY SLOPE DRAINS LF 14,330 9.60 137,604.50
1097 INLET PROTCN @ SLOPE DRNS EA 342 182.12 62,286.00
42 SILT EXCAVATION CY 110,415 5.40 596,203.05
1059 SYNTHETIC ROVING SY 100,055 1.58 157,986.25
1076 MATTING FOR EROS CONTROL SY 84,761 1.63 138,114.50
1102 1/4" HARDWARE CLOTH LF 31,005 4.82 149,452.70
1109 **" TEMPORARY PIPE LF 545 38.89 21,195.00
1110 FLOAT TURBIDITY CURTAIN SY 787 36.77 28,940.00
44 **X**X** CSP T RISER 064" EA 2 2,800.00 5,600.00
1096 STILLING BASINS CY 1,864 22.34 41,641.00
1064 SEEDING AND MULCHING ACR 1,539.93 1,085.93 1,672,264.96
1067 MOWING ACR 521 46.07 24,002.40
1070 SEED FOR REPAIR SEEDING LB 9,100 5.53 50,326.50
1071 FERT FOR REPAIR SEEDING TON 24 935.04 22,441.06
1072 SEED FOR SUPP SEEDING LB 20,850 2.31 48,190.50
1074 SODDING SY 328,180 4.38 1,438,159.50
1075 WATER M/G 8,159.04 62.29 508,254.10
1077 FERTILIZER TOPDRESSING TON 608 328.63 199,809.19
1103 IMPERVIOUS DIKE LF 2,160 56.30 121,619.50
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 24
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1104 SPECIALIZED HAND MOWING HR 456.50 43.04 19,646.80
1105 RESPONSE FOR EROS CONTROL EA 336 122.07 41,016.40
1112 CULVERT DIVERSION CHANNEL CY 4,815 6.47 31,180.00
1092 REFORESTATION ACR 54.50 674.64 36,768.00
1113 STREAMBANK REFORESTATION ACR 5.10 2,503.08 12,780.71
1091 WETLAND REFORESTATION ACR 5.59 1,169.41 6,537.00
2729 MULCH FOR PLANTING CY 165 28.00 4,620.00
2731 WATER FOR PLANTING M/G 10 100.00 1,000.00
2732 PLANT BED FUMIGATION SY 750 2.00 1,500.00
2738 1 SECT 8" SIG HEAD EA 2 900.00 1,800.00
2863 BKPLATE FOR 5 SECT 12"SIG EA 1 500.00 500.00
2865 LOUVER FOR 12" SIG SECT EA 14 43.50 609.00
2867 12" PEDEST SIG HEAD EA 21 812.14 17,055.00
2872 SIGN EA 24 263.50 6,324.00
2734 12-4 TRAFFIC SIG CABLE LF 960 3.50 3,360.00
2735 12-7 TRAFFIC SIG CABLE LF 350 4.00 1,400.00
2878 1/4" MESSENGER CABLE LF 14,527 4.64 67,360.40
2877 3/8" MESSENGER CABLE LF 8,160 3.13 25,508.25
2941 SPLICE CABINET EA 1 1,760.00 1,760.00
2939 INTERCONNECT CENTER EA 3 3,500.00 10,500.00
2912 2-8 PHASE CONTRL & CAB EA 4 10,250.00 41,000.00
2922 FOUNDAT FOR CONTRLR CABNT EA 21 722.14 15,165.00
2896 INDUCTIVE LOOP SAWCUT LF 51,230 4.74 242,918.85
2903 PF IND LOOP 6'X **' W/**' EA 2 750.00 1,500.00
2904 LEAD-IN CABLE LF 30,305 1.63 49,528.75
2907 2" PVC CONDUIT LF 13,975 2.52 35,208.25
2908 TRENCHING (UNPAVED) LF 15,520 3.44 53,450.25
2909 TRENCHING (PAVED) LF 255 42.55 10,850.00
2902 TWO-CHNL DETECTOR UNIT EA 24 285.42 6,850.00
2925 PULL BOX EA 132 255.99 33,790.50
2940 OVER-SIZED PULL BOX EA 110 830.00 91,300.00
2928 WOOD POLE EA 72 1,023.60 73,699.00
2926 1" RISER WITH WEATHERHEAD EA 10 335.50 3,355.00
2927 2" RISER WITH WEATHERHEAD EA 26 438.27 11,395.00
2751 GUY ASSEMBLY EA 127 436.42 55,426.00
2871 PEDESTRIAN SIG PEDESTAL EA 4 1,375.00 5,500.00
2929 METAL POLE EA 21 2,937.62 61,690.00
2942 MASTARM LF 850 40.95 34,810.00
2756 RIGID SIG HEAD MOUNTING EA 89 165.73 14,750.00
2791 RIGID SIGN MOUNTING BRACK EA 7 166.57 1,166.00
2933 FOUNDATION FOR METAL POLE EA 44 3,793.29 166,905.00
2936 JACKING & BORING LF 3,910 26.75 104,578.00
2176 MOBILIZATION (STRUCTURES) LS 1 8,000.00 8,000.00
2179 CM&R TEMP STR *********** LS 10 187,313.23 1,873,132.34
2181 TEMP RR SHORING B**,***** LS 6 29,333.33 176,000.00
2182 REMV EXIST STR ********** LS 9 50,042.76 450,384.85
2185 REMV EXIST STR ********** LS 42 56,594.52 2,376,970.00
2186 REMV EXIST STRS ********* LS 4 37,750.00 151,000.00
2188 REMV EXIST STR ********** LS 2 21,250.00 42,500.00
2191 REMV EXIST STR ********** LS 7 24,631.43 172,420.00
2197 FOUNDATN EXCAV RET WALL CY 1,770 50.00 88,500.00
2200 FND EXCAV EB** STA******* LS 5 7,340.00 36,700.00
2203 FND EXCAV B** STA ******* LS 17 21,529.41 366,000.00
2204 **'-**" DRILLD PIER NO RK LF 6,889.89 356.29 2,454,821.52
2205 **'-**" DRILLD PIER IN RK LF 1,796.90 1,345.68 2,418,048.50
2207 **' - **" DIA STL CASING LF 3,097.48 150.56 466,354.91
2206 UNCLASSIFIED STR EXCAV CY 44,992 8.76 394,344.20
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 25
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2208 CULV EXCAV *********** LS 15 28,188.33 422,825.00
2211 FND CONDIT MAT, BOX CULV TON 2,888 34.45 99,501.00
2217 REINF CONCRETE DECK SLAB SF 530,151.20 19.09 10,122,699.95
2218 REINF CONC DECK SLAB,LTWT SF 7,290 19.25 140,332.50
2219 GROOVING BRIDGE FLOORS SF 449,653.60 0.46 207,521.78
2221 CLASS AA CONC (BRIDGE) CY 2,230.10 526.88 1,174,995.80
2222 CLASS A CONCRETE (BRIDGE) CY 10,763.70 446.96 4,810,930.19
2228 CLASS A CONCRETE (CULV) CY 4,750.50 421.85 2,003,987.23
2231 CLASS A CONCRETE RET WALL CY 569 315.00 179,235.00
2365 BRG APPR SLAB *********** LS 60 22,548.88 1,352,932.83
2234 REINF STEEL (BRIDGE) LB 2,353,831 0.54 1,279,843.17
2237 EPOXY COAT REINF STL BRDG LB 52,281 0.97 50,883.07
2243 SPIRAL COL REINF STL BRG LB 359,946 1.03 369,827.63
2246 REINF STEEL (CULVERT) LB 755,124 0.73 552,674.14
2249 REINF STEEL (RET WALL) LB 51,899 0.48 24,911.52
2252 36" PRESTR CONCRETE GIRDR LF 1,625.33 90.37 146,880.50
2253 45" PRESTR CONCRETE GIRDR LF 24,335.87 103.56 2,520,302.30
2254 54" PRESTR CONCRETE GIRDR LF 5,229.49 139.14 727,632.11
2255 STRUCTURAL STEEL LS 9,655,400 1.09 10,578,250.00
2263 PAINTING STR STL ******** LS 1 6,135.00 6,135.00
2278 12" PRESTR CONC PILES LF 7,818 34.32 268,329.25
2281 20" PRESTR CONC PILES LF 5,250 57.45 301,638.00
2285 24" PRESTR CONC PILES LF 22,734 79.50 1,807,353.00
2290 HP12X53 PILES LF 60,934 26.64 1,623,300.80
2299 HP14X73 PILES LF 11,554 32.91 380,251.50
2303 STEEL PILE POINTS EA 62 126.77 7,860.00
2304 STEEL PILE TIPS EA 220 251.50 55,330.00
2301 PNTING STL PILES @ ****** LS 2 12,900.00 25,800.00
2317 METHOD A WATERPROOFING SY 161.80 40.00 6,472.00
2326 METHOD D DAMPPROOFING SY 749.90 12.00 8,998.80
2338 ONE BAR METAL RAIL LF 220.50 50.00 11,025.00
2341 TWO BAR METAL RAIL LF 2,392.63 56.91 136,166.40
2344 THREE BAR METAL RAIL LF 4,545.77 109.51 497,817.52
2353 CONCRETE BARRIER RAIL LF 19,127.66 44.29 847,177.67
2354 CONCRETE MEDIAN BARRIER LF 906.22 41.00 37,155.02
2355 1'-**"X*****"CONC PARAPET LF 3,425.32 43.10 147,632.74
2357 **" CHAIN LINK FENCE LF 368.50 85.00 31,322.50
2389 4" SLOPE PROTECTION SY 14,048 34.87 489,906.00
2361 SURFACE PREP, CLASS I SY 5,670.40 12.40 70,330.80
2363 SURFACE PREP, CLASS II SY 658 186.93 123,002.00
2364 SURFACE PREP, CLASS III SY 288 333.28 95,985.00
2375 LATEX MOD CONC OVERLAY CY 206.10 590.48 121,698.00
2376 PLACING LATEX MOD CONC SY 5,932.40 25.32 150,200.60
2382 PLAIN RIP RAP II (2'-0") TON 25,340 30.64 776,322.56
2378 FILTER FABRIC FOR RIP RAP SY 4,549 2.82 12,831.00
2372 POT BEARINGS LS 4 65,000.00 260,000.00
2374 ELASTOMERIC BEARINGS LS 40 7,058.04 282,321.82
2384 EPOXY RESIN INJECTION LF 480 35.00 16,800.00
2385 EPOXY MORTAR REPAIR SF 13 90.00 1,170.00
2390 EVAZOTE JOINT SEALS LS 27 28,221.61 761,983.60
2392 EXPANSION JOINT SEALS LS 1 55,000.00 55,000.00
2393 MODULAR EXP JOINT SEALS LS 3 47,333.33 142,000.00
2398 ELEC CONDUIT SYS ******** LS 3 7,716.67 23,150.00
2404 STR DRN SYS ************ LS 3 48,472.57 145,417.70
2410 3'-0"X 1'-6"PRESTR SLABS LF 1,816.08 83.00 150,737.13
2413 3'-0"X 1'-9"PRESTR SLABS LF 38,736.39 85.49 3,311,467.84
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 26
MISC. ITEMS NOT INCLUDED IN ABOVE ITEM LIST.
MISC. GRADING 5,779,372.07
MISC. DRAINAGE 1,813,830.26
MISC. PAVING 64,422,209.21
MISC. FENCING 53,553.40
MISC. BUILDINGS 20,960.00
MISC. LANDSCAPING 1,055,077.26
MISC. SIGNS 416,334.37
MISC. SIGNALIZATN 2,757,893.22
MISC. LIGHTING 64,610.00
MISC. UTILITIES 821,582.65
MISC. RR TRACK 11,000.00
MISC. RETAIN WALLS 785,610.00
MISC. BRIDGES 4,029,610.08
MISC. OTHER 3,117,154.00
MISC. ELECTRICAL 2,309,222.75
TOTALS FOR ALL ITEMS IN EACH WORK GROUP.
TOTAL GRADING 49,978,242.79
TOTAL DRAINAGE 10,651,222.01
TOTAL PAVING 167,747,840.90
TOTAL FENCING 251,048.40
TOTAL BUILDINGS 63,898.50
TOTAL LANDSCAPING 8,667,305.32
TOTAL SIGNS 3,731,505.10
TOTAL SIGNALIZATN 4,008,905.47
TOTAL LIGHTING 1,101,342.50
TOTAL UTILITIES 5,132,210.88
TOTAL RR TRACK 31,000.00
TOTAL CULVERTS 3,293,907.37
TOTAL RETAIN WALLS 1,078,256.52
TOTAL BRIDGES 61,874,487.48
TOTAL OTHER 20,174,143.06
TOTAL ELECTRICAL 16,742,914.08
GRAND TOTAL 354,528,230.38
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 27
AVERAGE UNIT BIDS
DIVISION 01
DATE 0001-0012
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
***** JUL 2000 *****
09/01 E-4000 8.E040101 CURRITUCK 847,920.00 SUR STP 162 5.250 2 0 0 1 1 4
PROJECT TOTAL = 847,920.00 R. P. C. CONTRACTING,
***** JUL 2000 TOTAL = $847,920.00
***** AUG 2000 *****
03/01 R-2112 6.099010T MARTIN 9,826,124.93 RWY 5,393 1.822 4 0 0 S U B 1 1 9
03/02 R-2112 6.099010T MARTIN 98,588.85 RWY 0.000 0 0 0 S U B 1 1 9 WILLIAMSTON
03/03 R-2112 6.099010T MARTIN 1,337,588.84 BRG I 0.072 4 556 14 S U B 1 1 9 822+27.87-L-
03/04 R-2112 6.099010T MARTIN 1,375,809.09 BRG I 0.000 4 556 14 S U B 1 1 9 822+27.87-L-
03/05 R-2112 6.099010T MARTIN 1,456,992.08 BRG I 0.000 3 603 11 S U B 1 1 9 860+73.73L-R
PROJECT TOTAL = 14,095,103.79 BARNHILL CONTRACTING C
04/01 B-3193 8.1080501 HYDE 502,031.80 RWY BRS 3,138 0.160 2 612 0 B 1 1 8
04/02 B-3193 8.1080501 HYDE 1,288,646.38 BRG BRS A 0.061 7 721 15 B 1 1 8 19+73.00-L-
PROJECT TOTAL = 1,790,678.18 CAROLINA BRIDGE COMPAN
***** AUG 2000 TOTAL = $15,885,781.97
GRAND TOTAL = $16,733,701.97
COST/PROJECT MILE = $2,272,057.29 TOTAL PROJECT MILES = 7.365
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 28
AVERAGE UNIT BIDS
DIVISION 01
DATE 0001-0012
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 3 278,667.00 836,001.00
5 CLEARING & GRUBBING LS 20.50 24,390.24 500,000.00
6 SUPP CLEARING & GRUBBING ACR 2 2,500.00 5,000.00
13 UNCLASSIFIED EXCAVATION CY 73,600 8.09 595,424.00
26 REINF BRG APR FILL ****** LS 4 11,875.00 47,500.00
19 UNDERCUT EXCAVATION CY 20,000 3.00 60,000.00
11 GRADING LS 1 124,000.00 124,000.00
8 SUPP CLEARING & GRUBBING ACR 1 3,000.00 3,000.00
9 UNDERCUT EXCAVATION CY 200 20.00 4,000.00
21 SELECT GRANULAR MATERIAL CY 26,800 2.67 71,600.00
22 SOIL STABILIZATION FABRIC SY 6,800 1.41 9,600.00
23 WICK DRAINS LF 60,000 0.57 34,000.00
28 BORROW EXCAVATION CY 993,600 2.00 1,987,200.00
32 EMBM'T SETTLEMENT GAUGE EA 10 700.00 7,000.00
34 DRAINAGE DITCH EXCAVATION CY 3,190 4.08 13,016.50
38 PIPE CLEAN-OUT LF 50 40.00 2,000.00
47 REMOVAL OF ASPHALT PVMT SY 17,900 2.25 40,275.00
50 PROOF ROLLING HR 13 150.00 1,950.00
63 SELECT MATERIAL CL II TON 10,600 2.60 27,560.00
59 FNDATION MATL, MINOR STRS TON 864 30.05 25,960.00
88 12" RC PIPE CULV III LF 32 40.00 1,280.00
89 15" RC PIPE CULV III LF 2,284 19.61 44,789.24
90 18" RC PIPE CULV III LF 872 21.47 18,721.84
91 24" RC PIPE CULV III LF 1,392 31.16 43,374.72
92 30" RC PIPE CULV III LF 220 37.93 8,344.60
93 36" RC PIPE CULV III LF 372 49.99 18,596.28
95 48" RC PIPE CULV III LF 40 69.28 2,771.20
96 54" RC PIPE CULV III LF 572 91.12 52,120.64
97 60" RC PIPE CULV III LF 232 101.54 23,557.28
98 66" RC PIPE CULV III LF 132 105.38 13,910.16
118 42" RC PIPE CULV IV LF 352 66.83 23,524.16
119 48" RC PIPE CULV IV LF 280 77.33 21,652.40
120 54" RC PIPE CULV IV LF 304 99.42 30,223.68
283 15" BCCSP A 0.064" LF 892 19.27 17,188.84
284 18" BCCSP A 0.064" LF 60 19.83 1,189.80
285 24" BCCSP A 0.064" LF 132 30.00 3,960.00
552 FINE GRADING LS 1 400,000.00 400,000.00
556 AGGREGATE BASE COURSE TON 80,200 13.28 1,065,056.00
580 INCIDENTAL STONE BASE TON 100 15.00 1,500.00
589 PRIME COAT GAL 1,350 1.55 2,092.50
581 MILL ASPH PVMT **-1/2" SY 1,625 5.00 8,125.00
590 MILLED RUMBLE STRIPS LF 39,400 0.20 7,880.00
593 ASPHALT CEMENT TON 68 245.00 16,660.00
597 ASPH CONC BASE CO, HB TON 550 43.35 23,842.50
602 ASPH CONC BINDER CO, H TON 80 70.90 5,672.00
604 ASPH CONC SURFACE CO, I-1 TON 750 43.50 32,625.00
611 ASPH PM PAVEMENT REPAIR TON 100 100.00 10,000.00
687 PIPE REMOVAL LF 1,459 4.00 5,836.00
690 SUBDRAIN EXCAVATION CY 680 6.00 4,080.00
691 SUBDRAIN FINE AGGREGATE CY 340 26.00 8,840.00
694 6" PERF SUBDRN PIPE LF 2,000 4.00 8,000.00
695 6" SUBDRN Y,T,OR L EA 60 0.50 30.00
698 CONC PAD SUBDRN OUTLET EA 4 140.00 560.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 29
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
707 6" OUTLET PIPE (SUBDRNS) LF 24 4.00 96.00
732 MASNRY DRAINAGE STRUCT EA 57 1,114.03 63,500.00
734 MASNRY DRAINAGE STRUCT LF 9.54 400.00 3,816.00
744 FRAME W/GRATE 840.***** EA 1 400.00 400.00
754 FRAME W/2GRTS 840.16 EA 3 400.00 1,200.00
755 FRAME W/GRATE 840.20 EA 22 400.00 8,800.00
758 FRAME W/2GRTS 840.22 EA 19 400.00 7,600.00
762 FRAME W/2GRTS 840.24 EA 3 400.00 1,200.00
765 FRAME W/2GRTS 840.29 EA 2 450.00 900.00
764 FRAME W/COVER 840.54 EA 6 400.00 2,400.00
785 **"X**" CONCRETE CURB LF 80 22.10 1,768.00
789 2'-6"CONC CURB & GUTTER LF 4,300 14.00 60,200.00
790 SHOULDER BERM GUTTER LF 8,530 10.60 90,450.00
802 CONCRETE WHEELCHAIR RAMP SY 55 48.00 2,640.00
804 6" CONCRETE DRIVEWAY SY 16 50.00 800.00
822 7" MONO CONC ISLANDS SY 1,250 40.00 50,000.00
844 ADJ CATCH BASINS EA 2 1,050.00 2,100.00
847 ADJ DROP INLETS EA 8 1,050.00 8,400.00
850 ADJ MANHOLES EA 7 1,050.00 7,350.00
853 ADJ METER OR VALVE BOXES EA 11 159.09 1,750.00
862 CONVERT DI TO JB EA 1 700.00 700.00
899 STL BM GUARDRAIL LF 15,025 10.06 151,112.50
902 SBGR SHOP CURVED LF 387.50 13.00 5,037.50
959 ADDIT GUARDRAIL POSTS EA 15 40.00 600.00
917 GR ANCHOR TYPE ********** EA 22 1,745.45 38,400.00
935 GR ANCHOR TYPE AT-1 EA 3 450.00 1,350.00
947 GR ANCHOR TYPE CAT-1 EA 13 500.00 6,500.00
924 GR ANCHOR TYPE VI (MOD) EA 4 1,250.00 5,000.00
934 GR ANCHOR TYPE XI EA 10 1,100.00 11,000.00
931 GR ANCHOR TYPE XIII EA 4 400.00 1,600.00
881 REMVE & STKPILE GUARDRAIL LF 1,250 1.00 1,250.00
969 WOVEN WIRE FENCE 47" FAB LF 19,900 1.50 29,850.00
975 4" TIMBER POSTS 7'-6"LONG EA 1,255 16.00 20,080.00
981 5" TIMBER POSTS 8'-0"LONG EA 325 30.00 9,750.00
1045 PLAIN RIP RAP, CLASS I TON 240 35.00 8,400.00
1060 PLAIN RIP RAP, CLASS A TON 55 34.00 1,870.00
1061 PLAIN RIP RAP, CLASS B TON 242 34.13 8,260.00
33 FILTER FABRIC FOR DRAINGE SY 1,600 1.00 1,600.00
1681 REINF CL A CONC FOOTINGS CY 21 500.00 10,500.00
1682 PLN CL A CONC FOOTINGS CY 1 500.00 500.00
1677 BREAKAWAY STL BM SUPPORT LB 7,140 2.00 14,280.00
1678 SIMPLE STL BM SUPPORTS LB 9,212 2.00 18,424.00
1679 3# STEEL U-CHANNEL POSTS LF 3,627 7.00 25,389.00
1680 2# STEEL U-CHANNEL POSTS EA 4 45.00 180.00
1663 TYPE A SIGNS, ERECTION EA 7 260.00 1,820.00
1664 TYPE B SIGNS, ERECTION EA 12 110.00 1,320.00
1666 TYPE D SIGNS, ERECTION EA 16 75.00 1,200.00
1667 TYPE E SIGNS, ERECTION EA 122 10.00 1,220.00
1668 TYPE F SIGNS, ERECTION EA 29 135.00 3,915.00
1674 MILEMARKERS, ERECTION EA 4 15.00 60.00
1707 OVERHEAD SIGN ASSEMBLY ** LS 2 55,000.00 110,000.00
1714 LITE SYS OVERHD SIGN ** LS 2 9,000.00 18,000.00
1753 R&D U CHNNEL POSTS EA 1 1.00 1.00
1764 R&D SIGN & U POST EA 52 1.00 52.00
1728 ERECT SIGNS ON NEW U-CHNL EA 1 1.00 1.00
2037 WORK ZONE SIGNS (FIXED) SF 1,094 10.44 11,418.80
2153 WORK ZONE SIGNS (PORTABLE SF 828 11.62 9,625.20
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 30
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2047 WORK ZONE SIGNS (BARRICDE SF 156 9.54 1,488.00
2155 FLASHING ARROW PNL TYPE C EA 2 2,000.00 4,000.00
2152 DRUMS EA 570 36.31 20,700.00
2161 WARNING FLAGS EA 25 10.00 250.00
2159 CONES EA 100 15.00 1,500.00
2040 BARRICADES (TYPE III) LF 360 14.67 5,280.00
2163 FLAGGER HR 160 15.00 2,400.00
2164 FLAGGER MD 500 80.00 40,000.00
2154 WARNING LIGHTS (TYPE B) EA 12 100.00 1,200.00
2133 TEMPORARY CRASH CUSHIONS EA 4 10,500.00 42,000.00
2135 RESET TEMP CRASH CUSHION EA 2 2,200.00 4,400.00
2145 TRUCK MTD IMP ATTN 60 MPH EA 3 7,666.67 23,000.00
2058 PORT CONC BARRIER LF 1,430 15.41 22,044.00
2061 RESET PORT CONC BARRIER LF 208 12.00 2,496.00
2088 REM TAPE PVMT MRKINGS 4" LF 8,000 1.10 8,800.00
2025 TEMP RAISED PVT MARKERS EA 860 5.00 4,300.00
1710 GRDRAIL DELIN TEMP CRYST EA 222 6.00 1,332.00
2063 GRDRAIL DELIN TEMP YELLOW EA 200 6.00 1,200.00
1711 BARRIER DELIN TEMP CRYST EA 107 6.65 712.00
2046 TEMPORARY SBGR LF 150 6.50 975.00
2052 GR ANCHOR TYP ***** TEMP EA 6 833.33 5,000.00
2055 GR ANCHOR TYP ***** TEMP EA 2 750.00 1,500.00
1768 THERMO PVT MKG LINES 4"90 LF 66,000 0.39 25,740.00
1769 THERMO PVT MKG LINE 4"120 LF 30,000 0.47 14,100.00
1772 8"WIDE THERMO 90 MILS LF 2,800 0.80 2,240.00
1775 24"WIDE THERMO 120 MILS LF 200 4.00 800.00
1854 THERMO PVT SYMBOL 90MILS EA 36 85.00 3,060.00
1920 4" COLD APPL PLSTIC LINES LF 3,500 1.15 4,025.00
2073 PAINT PVMT MARKINGS 4" LF 235,333 0.15 34,575.96
2079 PAINT PVMT MARKINGS 8" LF 5,600 0.20 1,120.00
2085 PAINT PVMT MRKG LINES 24" LF 1,000 2.00 2,000.00
2113 PAINT PVT MKG SYMBOL EA 164 30.00 4,920.00
2100 LINE REMOVAL 4" WIDE LF 3,540 1.00 3,540.00
2010 PERM RAIS PVT MARKERS EA 765 5.00 3,825.00
2057 GRDRAIL DELIN PERM CRYS EA 193 7.71 1,488.00
2062 GRDRAIL DELIN PERM YELLOW EA 135 8.00 1,080.00
1698 BARRIER DELIN PERM CRYST EA 56 7.53 422.00
1699 BARRIER DELIN PERM YELLOW EA 30 8.00 240.00
1695 7' U-CHANNEL POSTS EA 10 100.00 1,000.00
1718 FLXBL DELINTR (CRYSTAL) EA 50 30.00 1,500.00
1720 FLXBL DELINTR (YELLOW) EA 50 30.00 1,500.00
1721 FLXBL DELINTR (CRY & RED) EA 25 30.00 750.00
1733 FLXBL DELINTR (YEL & RED) EA 25 30.00 750.00
1703 OBJECT MARKERS, TYPE 3 EA 10 75.00 750.00
1484 FND CONDIT MAT CL ******* TON 158 30.00 4,740.00
1480 BEDDING MATL, CL ******** TON 158 25.00 3,950.00
1485 PVMT REPAIR UTILITY WORK TON 56 150.00 8,400.00
1322 6" DI WATER PIPE ******** LF 20 30.34 606.80
1357 6"PVC WATER PIPE ******** LF 153 28.40 4,345.20
1359 10"PVC WATER PIPE******** LF 2,047 25.90 53,017.30
1364 DI H2O FITTINGS 250# MIN LB 2,655 3.75 9,956.25
1343 3/4"PE WAT TUBN SDR9 **** LF 52 9.90 514.80
1368 3/4" CORPORATION STOP EA 2 80.00 160.00
1398 6" GATE V&VB *****WP EA 3 550.00 1,650.00
1400 10" GATE V&VB *****WP EA 1 960.00 960.00
1421 **"X3/4" TAPPING SADDLE EA 2 150.00 300.00
1450 2" BLOW OFF ASSEMBLY EA 2 650.00 1,300.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 31
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1439 RELOCATE EXIST WAT METER EA 2 500.00 1,000.00
1433 RELOCATE EXIST FIRE HYD EA 1 800.00 800.00
1533 **"DI SEWR PIPE CL ***** LF 685.90 71.44 49,000.70
1537 10"DI SEWR PIPE CL ***** LF 251.80 61.00 15,359.80
1581 4'DIA PC SS MH 0-6' EA 3 2,800.00 8,400.00
1585 5'DIA PC SS MH 0-6' EA 4 3,500.00 14,000.00
1600 PC CONC MH WALL 4'D 6'+ LF 12 200.00 2,400.00
1601 PC CONC MH WALL 5'D 6'+ LF 3 400.00 1,200.00
1619 GROUT FOR ABAND PIPES CY 37 100.00 3,700.00
1604 BRK DN,PLUG & FILL UT MH EA 3 900.00 2,700.00
1090 TEMPORARY SILT FENCE LF 9,350 2.26 21,107.00
1100 EROS CONTRL STONE CL A TON 510 34.31 17,500.00
1101 EROS CONTRL STONE CL B TON 3,165 33.81 107,025.00
1099 SEDIMENT CONTROL STONE TON 1,330 23.25 30,925.00
1084 TEMPORARY MULCHING ACR 61.50 254.06 15,625.00
1068 SEED FOR TEMP SEEDING LB 4,500 2.03 9,150.00
1069 FERT FOR TEMP SEEDING TON 18.25 454.79 8,300.00
1085 TEMPORARY SLOPE DRAINS LF 2,200 8.00 17,600.00
1097 INLET PROTCN @ SLOPE DRNS EA 48 100.00 4,800.00
42 SILT EXCAVATION CY 16,725 2.74 45,875.00
1059 SYNTHETIC ROVING SY 5,250 1.54 8,100.00
1076 MATTING FOR EROS CONTROL SY 3,050 1.33 4,050.00
1102 1/4" HARDWARE CLOTH LF 1,450 4.52 6,550.00
1064 SEEDING AND MULCHING ACR 126.25 889.23 112,265.00
1067 MOWING ACR 34.50 31.74 1,095.00
1070 SEED FOR REPAIR SEEDING LB 700 5.07 3,550.00
1071 FERT FOR REPAIR SEEDING TON 1.25 560.00 700.00
1072 SEED FOR SUPP SEEDING LB 3,050 1.51 4,600.00
1074 SODDING SY 10,550 4.49 47,387.50
1075 WATER M/G 468 62.39 29,200.00
1077 FERTILIZER TOPDRESSING TON 90.25 256.20 23,122.50
1104 SPECIALIZED HAND MOWING HR 12 41.67 500.00
1105 RESPONSE FOR EROS CONTROL EA 24 50.00 1,200.00
1092 REFORESTATION ACR 10.60 501.89 5,320.00
1113 STREAMBANK REFORESTATION ACR 0.37 2,600.00 962.00
2867 12" PEDEST SIG HEAD EA 2 1,200.00 2,400.00
2872 SIGN EA 2 300.00 600.00
2877 3/8" MESSENGER CABLE LF 3,000 1.50 4,500.00
2939 INTERCONNECT CENTER EA 3 3,500.00 10,500.00
2922 FOUNDAT FOR CONTRLR CABNT EA 3 450.00 1,350.00
2896 INDUCTIVE LOOP SAWCUT LF 965 6.00 5,790.00
2904 LEAD-IN CABLE LF 7,035 1.25 8,793.75
2907 2" PVC CONDUIT LF 2,700 2.50 6,750.00
2908 TRENCHING (UNPAVED) LF 2,700 3.60 9,720.00
2925 PULL BOX EA 32 250.00 8,000.00
2940 OVER-SIZED PULL BOX EA 8 400.00 3,200.00
2928 WOOD POLE EA 9 750.00 6,750.00
2751 GUY ASSEMBLY EA 3 200.00 600.00
2871 PEDESTRIAN SIG PEDESTAL EA 2 1,200.00 2,400.00
2929 METAL POLE EA 12 2,495.00 29,940.00
2942 MASTARM LF 350 43.00 15,050.00
2756 RIGID SIG HEAD MOUNTING EA 17 250.00 4,250.00
2791 RIGID SIGN MOUNTING BRACK