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 9801-9812
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 1998 *****
12/01 I-2508 8.1370304 GRANVILLE 9,077,754.84 RWY IMF 1,155 7.860 4 0 0 S 2 5 37
PROJECT TOTAL = 9,077,754.84 APAC-GEORGIA, INC.
16/01 I-0040 8.1909317 BUNCOMBE 5,152,061.60 RWY NHF 5,002 1.030 4 0 0 S U CWB 3 13 84
16/02 I-0040 8.1909317 BUNCOMBE 300,086.50 SUR NHF 0.000 0 0 0 S U CWB 3 13 84 ASHEVILLE CO
16/03 I-0040 8.1909317 BUNCOMBE 798,467.12 CLV NHF 0.000 1 202 24 S U CWB 3 13 84 399+56.26-L-
16/04 I-0040 8.1909317 BUNCOMBE 161,947.50 WAL NHF 0.000 1 1 0 S U CWB 3 13 84 5+10.50RP D
16/05 I-0040 8.1909317 BUNCOMBE 511,191.69 BRG NHF I 0.038 3 392 11 S U CWB 3 13 84 387+47.08-L-
16/06 I-0040 8.1909317 BUNCOMBE 345,829.57 BRG NHF A 0.027 1 592 11 S U CWB 3 13 84 396+77.78-L-
16/07 I-0040 8.1909317 BUNCOMBE 353,199.13 BRG NHF A 0.000 1 592 11 S U CWB 3 13 84 396+77.78-L-
PROJECT TOTAL = 7,622,783.11 W. C. ENGLISH, INC.
18/01 U-3606 6.804814 CUMBERLAN 1,770,464.65 RWY 2,125 0.833 2 0 0 L L 1 6 44
18/02 U-3606 6.804814 CUMBERLAN 318,758.90 RWY 0.000 0 0 0 L L 1 6 44 PWC COST
PROJECT TOTAL = 2,089,223.55 BARNHILL CONTRACTING C
19/01 R-98CC 6.749009T SURRY 8,728,170.45 SUR 1,602 5.449 4 0 0 2 11 74
PROJECT TOTAL = 8,728,170.45 VIRGINIA-CAROLINA PAVI
20/01 7.2911101 EDGECOMBE 371,218.44 SUR 41 8.970 2 0 0 S 2 4 29 MAPS 1-2
20/02 7.2921101 EDGECOMBE 171,694.80 SUR 21 8.210 2 0 0 S 2 4 29 MAPS 3-5
PROJECT TOTAL = 542,913.24 BARNHILL CONTRACTING C
21/01 7.3011102 HALIFAX 712,621.15 SUR 41 17.450 2 0 0 S 2 4 30 MAPS 1-3
21/02 7.3021102 HALIFAX 118,993.40 SUR 20 5.880 2 0 0 S 2 4 30 MAPS 4-8
21/03 7.3071002 HALIFAX 79,662.84 SUR 61 1.310 2 0 0 S 2 4 30 MAPS 9-10
PROJECT TOTAL = 911,277.39 BARNHILL CONTRACTING C
22/01 7.3111103 JOHNSTON 887,912.10 SUR 79 11.270 2 0 0 S 2 4 31 MAPS 1-3
22/02 7.3121103 JOHNSTON 439,429.68 SUR 49 8.900 2 0 0 S 2 4 31 MAPS 4-8
22/03 7.3170603 JOHNSTON 24,990.60 SUR 36 0.700 2 0 0 S 2 4 31 MAP 9
22/04 7.3173403 JOHNSTON 15,305.00 SUR 51 0.300 2 0 0 S 2 4 31 MAP 10
22/05 7.3173703 JOHNSTON 92,953.00 SUR 72 1.300 2 0 0 S 2 4 31 MAP 11
PROJECT TOTAL = 1,460,590.38 S. T. WOOTEN CORPORATI
23/01 7.3211104 NASH 380,967.72 SUR 68 5.630 2 0 0 S 2 4 32 MAPS 1-3
23/02 7.3221104 NASH 220,239.60 SUR 23 9.680 2 0 0 S 2 4 32 MAPS 4-12
23/03 7.3273104 NASH 216,639.70 SUR 46 4.680 2 0 0 S 2 4 32 MAPS 13-16
23/04 7.3273904 NASH 35,510.90 SUR 65 0.550 2 0 0 S 2 4 32 MAP 17
23/05 7.3275104 NASH 14,485.10 SUR 23 0.630 2 0 0 S 2 4 32 MAP 18
PROJECT TOTAL = 867,843.02 BARNHILL CONTRACTING C
24/01 7.3311105 WAYNE 282,244.00 SUR 83 3.400 2 0 0 S 2 4 33 MAP 1
24/02 7.3321105 WAYNE 616,412.90 SUR 45 13.790 2 0 0 S 2 4 33 MAPS 2-11
24/03 7.3371105 WAYNE 17,583.25 SUR 44 0.400 2 0 0 S 2 4 33 MAP 12
24/04 7.3371305 WAYNE 42,876.50 SUR 45 0.950 2 0 0 S 2 4 33 MAPS 13-15
24/05 7.3371405 WAYNE 92,766.10 SUR 67 1.380 2 0 0 S 2 4 33 MAPS 16-21
24/06 7.3372205 WAYNE 12,339.00 SUR 41 0.300 2 0 0 S 2 4 33 MAPS 22-23
PROJECT TOTAL = 1,064,221.75 BARRUS CONSTRUCTION CO
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
25/01 7.3411106 WILSON 395,011.27 SUR 52 7.550 2 0 0 S 2 4 34 MAPS 1-5
25/02 7.3421106 WILSON 78,809.50 SUR 32 2.500 2 0 0 S 2 4 34 MAPS 6-8
25/03 7.3474506 WILSON 176,685.84 SUR 78 2.260 2 0 0 S 2 4 34 MAPS 9-12
25/04 7.3473606 WILSON 21,104.50 SUR 64 0.330 2 0 0 S 2 4 34 MAP 13
PROJECT TOTAL = 671,611.11 S. T. WOOTEN CORPORATI
26/01 7.4711207 ALAMANCE 472,191.95 SUR 71 6.670 2 0 0 S 2 7 47 MAP 1
26/02 7.4721207 ALAMANCE 654,162.39 SUR 31 21.390 2 0 0 S 2 7 47 MAPS 2-13
26/03 7.4770107 ALAMANCE 227,871.11 SUR 70 3.250 2 0 0 S 2 7 47 MAPS 14-19
26/04 7.4770707 ALAMANCE 38,165.14 SUR 39 0.980 2 0 0 S 2 7 47 MAPS 20-22
26/05 7.4772307 ALAMANCE 84,504.93 SUR 63 1.340 2 0 0 S 2 7 47 MAPS 23-24
PROJECT TOTAL = 1,476,895.52 THOMPSON-ARTHUR PAVING
27/01 7.4721211 ALAMANCE 98,663.44 SUR 35 2.790 2 0 0 S 2 7 47 MAPS 1
27/02 7.5011211 ORANGE 203,425.00 SUR 51 4.010 2 0 0 S 2 7 50 MAPS 2
27/03 7.5021211 ORANGE 536,258.80 SUR 35 15.240 2 0 0 S 2 7 50 MAPS 3-9
27/04 7.5070311 ORANGE 367,294.22 SUR 105 3.490 2 0 0 S 2 7 50 MAPS 10-13
27/05 7.5071111 ORANGE 7,117.55 SUR 79 0.090 2 0 0 S 2 7 50 MAPS 14
PROJECT TOTAL = 1,212,759.01 THOMPSON-ARTHUR PAVING
28/01 7.5111210 ROCKINGHA 16,233.59 SUR 58 0.280 2 0 0 S 2 7 51 MAP 1
28/02 7.5121210 ROCKINGHA 436,533.50 SUR 42 10.300 2 0 0 S 2 7 51 MAPS 2-7
28/03 7.5171810 ROCKINGHA 216,745.89 SUR 57 3.770 2 0 0 S 2 7 51 MAPS 8-10
28/04 7.5172210 ROCKINGHA 96,923.01 SUR 57 1.710 2 0 0 S 2 7 51 MAP 11
PROJECT TOTAL = 766,435.99 THOMPSON-ARTHUR PAVING
29/01 5.6021122 DAVIDSON 294,719.28 SUR 49 6.050 2 0 0 S 2 9 60 MAPS 1-2
29/02 7.6011165 DAVIDSON 398,009.30 SUR 61 6.500 2 0 0 S 2 9 60 MAP 3
29/03 7.6021165 DAVIDSON 1,279,943.22 SUR 47 27.210 2 0 0 S 2 9 60 MAPS 4-20
29/04 7.6071165 DAVIDSON 29,865.68 SUR 62 0.480 2 0 0 S 2 9 60 MAP 21
29/05 7.6071665 DAVIDSON 25,450.18 SUR 58 0.440 2 0 0 S 2 9 60 MAP 22
PROJECT TOTAL = 2,027,987.66 LARCO CONST. CO., A DI
30/01 7.6111163 DAVIE 468,396.95 SUR 68 6.850 2 0 0 S 2 9 61 MAPS 1-2
30/02 7.6121163 DAVIE 188,480.91 SUR 75 2.510 2 0 0 S 2 9 61 MAP 3
PROJECT TOTAL = 656,877.86 LARCO CONST. CO., A DI
31/01 7.6211167 FORSYTH 73,759.10 SUR 58 1.270 2 0 0 S 2 9 62 MAP 1
31/02 7.6221167 FORSYTH 816,510.00 SUR 54 15.130 2 0 0 S 2 9 62 MAPS 2-8
31/03 7.6270967 FORSYTH 399,607.30 SUR 172 2.320 2 0 0 S 2 9 62 MAP 9
31/04 7.6271867 FORSYTH 561,670.60 SUR 78 7.210 2 0 0 S 2 9 62 MAPS 10-16
31/05 7.6272667 FORSYTH 52,675.90 SUR 40 1.310 2 0 0 S 2 9 62 MAPS 17-18
31/06 7.6272867 FORSYTH 125,191.80 SUR 56 2.250 2 0 0 S 2 9 62 MAPS 19-20
31/07 7.6279967 FORSYTH 92,112.10 SUR 53 1.740 2 0 0 S 2 9 62 MAP 21
PROJECT TOTAL = 2,121,526.80 THE PAPCO GROUP, INC.
32/01 7.6311166 ROWAN 709,099.05 SUR 243 2.920 1 0 0 S 2 9 63 MAPS 1-2
32/02 7.6321166 ROWAN 1,211,261.45 SUR 57 21.390 1 0 0 S 2 9 63 MAPS 3-12
32/03 7.6370266 ROWAN 39,061.85 SUR 122 0.320 1 0 0 S 2 9 63 MAP 13
32/04 7.6371466 ROWAN 203,557.40 SUR 63 3.250 1 0 0 S 2 9 63 MAP 14-18
PROJECT TOTAL = 2,162,979.75 THE PAPCO GROUP, INC.
33/01 7.6411164 STOKES 373,363.00 SUR 68 5.480 2 0 0 S 2 9 64 MAP 1
33/02 7.6421164 STOKES 691,084.25 SUR 54 12.830 2 0 0 S 2 9 64 MAPS 2-10
33/03 7.6472264 STOKES 72,605.35 SUR 55 1.330 2 0 0 S 2 9 64 MAPS 11-13
PROJECT TOTAL = 1,137,052.60 THOMPSON-ARTHUR PAVING
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
34/01 5.9571300 HENDERSON 24,895.00 SUR 58 0.430 2 0 0 S 4 14 95 MAPS 1-2
34/02 7.0021093 TRANSYLVA 339,702.00 SUR 34 9.850 2 0 0 S 4 14 100 MAPS 4-14
34/03 7.9521093 HENDERSON 934,764.00 SUR 38 24.860 2 0 0 S 4 14 95 MAPS 21-39
34/04 7.9571393 HENDERSON 24,465.00 SUR 36 0.680 2 0 0 S 4 14 95 MAPS 40-42
34/05 7.9572993 HENDERSON 8,742.00 SUR 38 0.230 2 0 0 S 4 14 95 MAP 43
34/06 7.9821093 POLK 179,274.00 SUR 34 5.290 2 0 0 S 3 14 98 MAPS 44-46
PROJECT TOTAL = 1,511,842.00 ASHEVILLE DIVISION,
35/01 7.9121091 CHEROKEE 384,035.99 SUR 41 9.350 2 0 0 S 4 14 91 MAPS 1-4
35/02 7.9221091 CLAY 99,436.42 SUR 40 2.500 2 0 0 S 4 14 92 MAPS 5
35/03 7.9311091 GRAHAM 238,364.27 SUR 107 2.220 2 0 0 S 4 14 93 MAPS 6-7
35/04 7.9321091 GRAHAM 125,380.07 SUR 25 5.030 2 0 0 S 4 14 93 MAPS 8
PROJECT TOTAL = 847,216.75 COLWELL CONST. CO., IN
37/01 7.9721092 MACON 427,100.00 SUR 42 10.120 1 0 0 S 4 14 97 MAPS 1-4
37/02 7.9771492 MACON 159,755.00 SUR 56 2.830 1 0 0 S 4 14 97 MAPS 5-6
37/03 7.9921092 SWAIN 211,515.00 SUR 45 4.670 1 0 0 S 4 14 99 MAPS 7-11
37/04 7.9970392 SWAIN 22,285.00 SUR 50 0.450 1 0 0 S 4 14 99 MAPS 12-13
PROJECT TOTAL = 820,655.00 HARRISON CONST. CO., I
***** JAN 1998 TOTAL = $47,778,617.78
***** FEB 1998 *****
09/01 I-3100 8.1943602 HAYWOOD 443,357.50 RWY IMS 633 0.700 4 0 0 4 14 94
PROJECT TOTAL = 443,357.50 CURTIN BROTHERS CONTRA
10/01 R-2405 6.279004T PENDER 4,953,563.05 RWY 1,764 2.808 1 0 0 SLS U C 1 3 27
10/02 R-2405 6.279004T PENDER 93,005.30 CLV 0.000 1 201 4 SLS U C 1 3 27 428+50.00-L-
10/03 R-2405 6.279004T PENDER 11,714.75 CLV 0.000 1 0 2 SLS U C 1 3 27 17+78.00-Y-1
PROJECT TOTAL = 5,058,283.10 PLT CONSTRUCTION CO.,
11/01 6.222323 PITT 79,091.10 SUR 23 3.400 2 0 0 S 1 2 22 MAP 1
11/02 7.1511092 BEAUFORT 623,034.60 SUR 39 15.900 2 0 0 S 1 2 15 MAPS 2-6
11/03 7.1521092 BEAUFORT 511,531.60 SUR 33 15.270 2 0 0 S 1 2 15 MAPS 7-14
11/04 7.1821092 GREENE 188,125.90 SUR 23 8.150 2 0 0 S 1 2 18 MAPS 15-19
11/05 7.2011092 LENOIR 95,205.90 SUR 84 1.130 2 0 0 S 1 2 20 MAP 20
11/06 7.2021092 LENOIR 371,649.60 SUR 23 16.150 2 0 0 S 1 2 20 MAPS 21-31
11/07 7.2072492 LENOIR 115,124.62 SUR 82 1.400 2 0 0 S 1 2 20 MAPS 32-33
11/08 7.2211092 PITT 372,441.34 SUR 29 12.800 2 0 0 S 1 2 22 MAPS 34-36
11/09 7.2221092 PITT 843,083.10 SUR 28 29.900 2 0 0 S 1 2 22 MAPS 37-51
11/10 7.2271192 PITT 50,770.28 SUR 73 0.700 2 0 0 S 1 2 22 MAP 52
11/11 7.2271892 PITT 40,563.80 SUR 81 0.500 2 0 0 S 1 2 22 MAPS 53-54
11/12 7.2272092 PITT 1,033,759.93 SUR 150 6.870 2 0 0 S 1 2 22 MAPS 55-57
11/13 7.2272192 PITT 13,461.62 SUR 30 0.450 2 0 0 S 1 2 22 MAP 58
PROJECT TOTAL = 4,337,843.39 BARRUS CONSTRUCTION CO
12/01 7.1621091 CARTERET 239,722.50 SUR 24 10.200 2 0 0 S 1 2 16 MAPS 1-5
12/02 7.1670991 CARTERET 98,430.05 SUR 123 0.800 2 0 0 S 1 2 16 MAP 6
12/03 7.1672891 CARTERET 24,438.18 SUR 35 0.700 2 0 0 S 1 2 16 MAP 7
12/04 7.1721091 CRAVEN 547,482.75 SUR 24 23.050 2 0 0 S 1 2 17 MAPS 8-16
12/05 7.1772991 CRAVEN 194,225.63 SUR 194 1.000 2 0 0 S 1 2 17 MAP 17
12/06 7.1921091 JONES 376,980.50 SUR 24 15.400 2 0 0 S 1 2 19 MAPS 18-27
12/07 7.2111091 PAMLICO 181,487.90 SUR 34 5.300 2 0 0 S 1 2 21 MAP 28
12/08 7.2121091 PAMLICO 144,967.75 SUR 25 5.900 2 0 0 S 1 2 21 MAPS 29-38
12/09 9.8025732 CRAVEN 128,283.38 SUR 52 2.450 2 0 0 S 1 2 17 MAPS 39-42
PROJECT TOTAL = 1,936,018.64 BARRUS CONSTRUCTION CO
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
13/01 5.4072064 WAKE 394,652.85 SUR 81 4.850 2 0 0 S 2 5 40 MAPS 1-4
13/02 6.402481 WAKE 178,516.45 SUR 53 3.400 2 0 0 S 2 5 40 MAPS 5-6
13/03 7.4011286 WAKE 374,511.80 SUR 52 7.200 2 0 0 S 2 5 40 MAPS 7-8
13/04 7.4021286 WAKE 1,933,656.35 SUR 44 43.530 2 0 0 S 2 5 40 MAPS 9-34
13/05 7.4070186 WAKE 102,705.00 SUR 76 1.350 2 0 0 S 2 5 40 MAPS 35
13/06 7.4070386 WAKE 260,574.30 SUR 74 3.520 2 0 0 S 2 5 40 MAPS 36-39
13/07 7.4072086 WAKE 369,769.40 SUR 58 6.380 2 0 0 S 2 5 40 MAPS 40-44
PROJECT TOTAL = 3,614,386.15 REA CONSTRUCTION COMPA
14/01 7.3511287 DURHAM 138,043.70 SUR 64 2.170 2 0 0 S 2 5 35 MAP 1
14/02 7.3521287 DURHAM 752,594.35 SUR 31 24.410 2 0 0 S 2 5 35 MAPS 2-25
14/03 7.3570587 DURHAM 233,437.00 SUR 58 4.040 2 0 0 S 2 5 35 MAPS 26-29
PROJECT TOTAL = 1,124,075.05 REA CONSTRUCTION COMPA
15/01 7.3611288 FRANKLIN 222,461.42 SUR 36 6.200 2 0 0 S 2 5 36 MAP 1
15/02 7.3621288 FRANKLIN 216,658.04 SUR 19 11.580 2 0 0 S 2 5 36 MAPS 2-8
15/03 7.3670288 FRANKLIN 11,495.62 SUR 38 0.300 2 0 0 S 2 5 36 MAP 9
15/04 7.3671488 FRANKLIN 119,058.68 SUR 52 2.270 2 0 0 S 2 5 36 MAP 10
PROJECT TOTAL = 569,673.76 S. T. WOOTEN CORPORATI
16/01 6.372363 GRANVILLE 169,618.75 SUR 42 4.000 2 0 0 S 2 5 37 MAPS 5-6
16/02 7.3711289 GRANVILLE 215,101.85 SUR 108 2.000 2 0 0 S 2 5 37 MAP 1
16/03 7.3721289 GRANVILLE 252,074.85 SUR 35 7.230 2 0 0 S 2 5 37 MAPS 2-4
PROJECT TOTAL = 636,795.45 REA CONSTRUCTION COMPA
17/01 7.3811290 PERSON 75,611.51 SUR 76 1.000 2 0 0 S 2 5 38 MAP 1
17/02 7.3821290 PERSON 304,656.80 SUR 25 12.000 2 0 0 S 2 5 38 MAPS 2-10
PROJECT TOTAL = 380,268.31 APAC-VIRGINIA, INC.
20/01 7.3911291 VANCE 215,686.06 SUR 40 5.340 2 0 0 S 2 5 39 MAP 1
20/02 7.3921291 VANCE 235,470.00 SUR 24 9.640 2 0 0 S 2 5 39 MAPS 2-6
20/03 7.4111292 WARREN 179,380.33 SUR 32 5.550 2 0 0 S 2 5 41 MAP 1
20/04 7.4121292 WARREN 246,870.75 SUR 28 8.790 2 0 0 S 2 5 41 MAPS 2-4
PROJECT TOTAL = 877,407.14 S. T. WOOTEN CORPORATI
21/01 W-2940 8.7354005 LEE 36,796.25 SUR STP 16 2.360 2 0 0 S 2 8 54 MAP 2
21/02 W-2940 6.542006T LEE 17,172.00 SUR 17 0.990 2 0 0 S 2 8 54 MAP 5
21/03 W-2940 7.5411039 LEE 431,188.80 SUR 137 3.140 2 0 0 S 2 8 54 MAPS 1-2
21/04 W-2940 7.5421039 LEE 376,487.80 SUR 33 11.240 2 0 0 S 2 8 54 MAPS 3-8
21/05 W-2940 7.5473739 LEE 92,302.50 SUR 47 1.950 2 0 0 S 2 8 54 MAPS 9-10
PROJECT TOTAL = 953,947.35 RILEY PAVING, INC.
22/01 7.5211039 CHATHAM 369,722.00 SUR 52 7.070 2 0 0 S 2 8 52 MAPS 1-2
22/02 7.5221039 CHATHAM 545,326.50 SUR 29 19.110 2 0 0 S 2 8 52 MAPS 3-11
PROJECT TOTAL = 915,048.50 RILEY PAVING, INC.
26/01 7.5321037 HOKE 154,765.50 SUR 25 6.300 2 0 0 S 2 8 53
26/02 7.5373137 HOKE 128,362.00 SUR 118 1.090 2 0 0 S 2 8 53
26/03 7.5821040 RICHMOND 286,967.00 SUR 35 8.270 2 0 0 S 2 8 58
26/04 7.5871240 RICHMOND 90,152.00 SUR 87 1.040 2 0 0 S 2 8 58
26/05 7.5873640 RICHMOND 192,802.00 SUR 227 0.850 2 0 0 S 2 8 58
26/06 7.5921035 SCOTLAND 210,116.00 SUR 23 9.300 2 0 0 S 2 8 59
PROJECT TOTAL = 1,063,164.50 HIGHWAY CONSTRUCTORS,
27/01 7.5711048 RANDOLPH 250,791.50 SUR 41 6.100 2 0 0 S 2 8 57 MAP 1
27/02 7.5721048 RANDOLPH 732,875.70 SUR 22 33.070 2 0 0 S 2 8 57 MAPS 2 - 17
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
27/03 7.5770248 RANDOLPH 39,713.00 SUR 33 1.220 2 0 0 S 2 8 57 MAPS 18 - 19
27/04 7.5770348 RANDOLPH 33,342.75 SUR 31 1.090 2 0 0 S 2 8 57 MAPS 20 - 21
PROJECT TOTAL = 1,056,722.95 THOMPSON-ARTHUR PAVING
28/01 7.5521041 MONTGOMER 303,802.43 SUR 23 13.370 2 0 0 S 2 8 55
28/02 7.5570541 MONTGOMER 36,128.70 SUR 75 0.480 2 0 0 S 2 8 55
PROJECT TOTAL = 339,931.13 MOFFITT & PIERCE CONST
29/01 7.5611039 MOORE 137,213.60 SUR 38 3.590 2 0 0 S 2 8 56 MAPS 1-3
29/02 7.5621039 MOORE 315,902.00 SUR 20 15.600 2 0 0 S 2 8 56 MAPS 4-8
29/03 7.5672939 MOORE 124,742.40 SUR 83 1.500 2 0 0 S 2 8 56 MAPS 9-10
PROJECT TOTAL = 577,858.00 RILEY PAVING, INC.
31/01 7.6611193 CABARRUS 272,677.35 SUR 62 4.430 2 0 0 S 2 10 66 MAPS 1
31/02 7.6621193 CABARRUS 823,539.77 SUR 71 11.650 2 0 0 S 2 10 66 MAPS 2-6
31/03 7.6670493 CABARRUS 403,781.37 SUR 88 4.590 2 0 0 S 2 10 66 MAPS 7-9
PROJECT TOTAL = 1,499,998.49 BOGGS PAVING, INC.
32/01 7.6811194 STANLY 120,050.39 SUR 60 1.990 2 0 0 S 2 10 68 MAP 1
32/02 7.6821194 STANLY 591,906.76 SUR 69 8.610 2 0 0 S 2 10 68 MAPS 2-4
32/03 7.6870194 STANLY 125,538.80 SUR 111 1.130 2 0 0 S 2 10 68 MAPS 5-6
PROJECT TOTAL = 837,495.95 BOGGS PAVING, INC.
33/01 5.7021094 ALLEGHANY 37,583.85 SUR 10 3.600 2 0 0 S 3 11 70 MAPS 1-5
33/02 5.7221094 AVERY 74,493.53 SUR 10 7.680 2 0 0 S 4 11 72 MAPS 6-14
33/03 7.7021212 ALLEGHANY 41,703.31 SUR 11 3.820 2 0 0 S 3 11 70 MAPS 15-20
33/04 7.7121212 ASHE 159,023.28 SUR 11 14.910 2 0 0 S 4 11 71 MAPS 21-30
33/05 7.7221212 AVERY 161,525.24 SUR 11 14.980 2 0 0 S 4 11 72 MAPS 31-49
33/06 7.7271812 AVERY 4,304.78 SUR 10 0.410 2 0 0 S 4 11 72 MAP 50
33/07 7.7273212 AVERY 17,355.07 SUR 10 1.810 2 0 0 S 4 11 72 MAPS 51-53
33/08 7.7521212 WATAUGA 53,396.51 SUR 12 4.580 2 0 0 S 4 11 75 MAPS 54-55
PROJECT TOTAL = 549,385.57 MAYMEAD, INC.
34/01 5.7421095 SURRY 132,171.64 SUR 10 13.300 2 0 0 S 2 11 74 MAPS 1-10
34/02 5.7721095 YADKIN 32,884.22 SUR 11 3.100 2 0 0 S 2 11 77 MAPS 11-13
34/03 7.7321213 CALDWELL 64,209.81 SUR 9 6.960 2 0 0 S 3 11 73 MAPS 14-17
34/04 7.7421213 SURRY 92,327.51 SUR 10 9.490 2 0 0 S 2 11 74 MAPS 18-27
34/05 7.7621213 WILKES 229,361.08 SUR 10 23.390 2 0 0 S 3 11 76 MAPS 28-39
34/06 7.7721213 YADKIN 53,170.31 SUR 10 5.490 2 0 0 S 2 11 77 MAPS40-45
PROJECT TOTAL = 604,124.57 MAYMEAD, INC.
35/01 7.7011208 ALLEGHANY 234,539.35 SUR 52 4.530 2 0 0 S 3 11 70 MAPS 1-2
35/02 7.7021208 ALLEGHANY 146,831.80 SUR 37 3.990 2 0 0 S 3 11 70 MAPS 3-4
35/03 7.7111208 ASHE 338,850.30 SUR 71 4.790 2 0 0 S 4 11 71 MAPS 5-6
35/04 7.7121208 ASHE 191,814.20 SUR 38 5.080 2 0 0 S 4 11 71 MAPS 7-8
PROJECT TOTAL = 912,035.65 JAMES R. VANNOY & SONS
36/01 7.7211209 AVERY 174,943.72 SUR 49 3.590 2 0 0 S 4 11 72 MAPS 1-3
36/02 7.7271009 AVERY 63,295.20 SUR 65 0.980 2 0 0 S 4 11 72 MAP 4
36/03 7.7311209 CALDWELL 73,576.32 SUR 36 2.020 2 0 0 S 3 11 73 MAP 5
36/04 7.7511209 WATAUGA 418,335.92 SUR 37 11.160 1 0 0 S 4 11 75 MAPS 6-10
36/05 7.7521209 WATAUGA 226,399.12 SUR 37 6.200 1 0 0 S 4 11 75 MAPS 11-14
36/06 7.7570309 WATAUGA 151,341.42 SUR 111 1.360 1 0 0 S 4 11 75 MAPS 15-17
PROJECT TOTAL = 1,107,891.70 MAYMEAD, INC.
37/01 7.7311210 CALDWELL 135,612.90 SUR 33 4.070 2 0 0 S 3 11 73 MAPS 1-2
37/02 7.7321210 CALDWELL 205,382.10 SUR 36 5.760 2 0 0 S 3 11 73 MAPS 3-6
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
37/03 7.7371110 CALDWELL 69,553.80 SUR 57 1.210 2 0 0 S 3 11 73 MAPS 7-9
37/04 7.7611210 WILKES 440,483.90 SUR 44 9.940 2 0 0 S 3 11 76 MAPS 10-13
37/05 7.7621210 WILKES 331,464.90 SUR 35 9.530 2 0 0 S 3 11 76 MAPS 14-19
37/06 7.7671910 WILKES 142,290.00 SUR 114 1.250 2 0 0 S 3 11 76 MAPS 20-21
37/07 7.7672910 CALDWELL 61,835.35 SUR 81 0.760 2 0 0 S 3 11 73 MAP 22
PROJECT TOTAL = 1,386,622.95 CARL ROSE & SONS, INC.
38/01 7.7411211 SURRY 437,783.85 SUR 56 7.780 2 0 0 S 2 11 74 MAPS 1-4
38/02 7.7421211 SURRY 458,202.05 SUR 37 12.520 2 0 0 S 2 11 74 MAPS 5-11
38/03 7.7470711 SURRY 101,973.70 SUR 76 1.350 2 0 0 S 2 11 74 MAPS 12-15
38/04 7.7471711 SURRY 30,940.40 SUR 43 0.720 2 0 0 S 2 11 74 MAPS 16-17
38/05 7.7711211 YADKIN 200,250.60 SUR 62 3.250 2 0 0 S 2 11 77 MAP 18
38/06 7.7721211 YADKIN 367,124.45 SUR 34 10.730 2 0 0 S 2 11 77 MAPS 19-25
38/07 7.7770511 YADKIN 52,473.05 SUR 63 0.830 2 0 0 S 2 11 77 MAPS 26-27
PROJECT TOTAL = 1,648,748.10 CARL ROSE & SONS, INC.
39/01 7.8011228 CLEVELAND 329,241.00 SUR 121 2.730 2 0 0 S 3 12 80 MAP 1
39/02 7.8021228 CLEVELAND 185,112.00 SUR 43 4.290 2 0 0 S 3 12 80 MAPS 2-4
39/03 7.8074128 CLEVELAND 221,927.50 SUR 143 1.550 2 0 0 S 3 12 80 MAP 5
PROJECT TOTAL = 736,280.50 THOMPSON CONTRACTORS,
40/01 7.8421194 BUNCOMBE 362,456.58 SUR 41 8.880 2 0 0 S 3 13 84 MAPS 1-5
40/02 7.8470294 BUNCOMBE 1,036,743.22 SUR 288 3.600 2 0 0 S 3 13 84 MAP 6
PROJECT TOTAL = 1,399,199.80 ASHEVILLE DIVISION,
41/01 7.8611195 MADISON 723,991.88 SUR 47 15.350 2 0 0 S 4 13 86 MAPS 1-4
41/02 7.8621195 MADISON 196,633.28 SUR 40 4.900 2 0 0 S 4 13 86 MAPS 5-8
41/03 7.8671395 MADISON 68,754.24 SUR 40 1.700 2 0 0 S 4 13 86 MAP 9
41/04 7.9011195 YANCEY 373,455.96 SUR 40 9.300 2 0 0 S 4 13 90 MAPS 10-11
41/05 7.9021195 YANCEY 162,921.52 SUR 40 4.100 2 0 0 S 4 13 90 MAPS 12-13
PROJECT TOTAL = 1,525,756.88 ASHEVILLE DIVISION,
42/01 7.8711197 MCDOWELL 275,239.34 SUR 57 4.790 2 0 0 S 3 13 87 MAPS 1-2
42/02 7.8721197 MCDOWELL 211,003.52 SUR 43 4.860 2 0 0 S 3 13 87 MAPS 3-6
42/03 7.8771697 MCDOWELL 68,036.60 SUR 54 1.260 2 0 0 S 3 13 87 MAPS 7
42/04 7.8772097 MCDOWELL 93,415.30 SUR 126 0.740 2 0 0 S 3 13 87 MAPS 8-9
42/05 7.8811197 MITCHELL 133,739.86 SUR 45 2.940 2 0 0 S 4 13 88 MAPS 10-11
42/06 7.8821197 MITCHELL 130,223.48 SUR 43 3.000 2 0 0 S 4 13 88 MAPS 12-15
42/07 7.8872497 MITCHELL 74,750.78 SUR 56 1.330 2 0 0 S 4 13 88 MAPS 16
PROJECT TOTAL = 986,408.88 MAYMEAD, INC.
43/01 7.8911198 RUTHERFOR 230,087.34 SUR 55 4.170 2 0 0 S 3 13 89 MAPS 1-3
43/02 7.8921198 RUTHERFOR 450,818.44 SUR 55 8.160 2 0 0 S 3 13 89 MAPS 4-8
43/03 7.8970698 RUTHERFOR 20,779.44 SUR 52 0.400 2 0 0 S 3 13 89 MAP 9
43/04 7.8970998 RUTHERFOR 23,631.86 SUR 45 0.530 2 0 0 S 3 13 89 MAP 10
43/05 7.8972198 RUTHERFOR 23,647.70 SUR 47 0.500 2 0 0 S 3 13 89 MAP 11
43/06 7.8972298 RUTHERFOR 102,961.34 SUR 82 1.250 2 0 0 S 3 13 89 MAPS 12-14
PROJECT TOTAL = 851,926.12 THOMPSON CONTRACTORS,
***** FEB 1998 TOTAL = $37,930,656.08
***** MAR 1998 *****
13/01 U-2107 8.T261301 ONSLOW 9,316,434.69 RWY NHF 5,506 1.692 4 0 0 U C B 1 3 26 6+25-106+48
13/02 U-2107 8.T261305 ONSLOW 13,752,686.33 RWY NHF 5,217 2.636 6 0 0 U C B 1 3 26
13/03 U-2107 8.T261301 ONSLOW 139,514.40 CLV NHF 0.000 1 201 23 U C B 1 3 26 30+11.32-NBC
13/04 U-2107 8.T261301 ONSLOW 1,114,646.03 BRG NHF I 0.058 3 566 11 U C B 1 3 26 31+54.84-LRT
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
13/05 U-2107 8.T261301 ONSLOW 494,628.17 BRG NHF I 0.000 2 659 11 U C B 1 3 26 56+45.10-LRE
13/06 U-2107 8.T261301 ONSLOW 2,441,438.01 BRG NHF A 0.112 9 854 15 U C B 1 3 26 86+30.00-LRE
13/07 U-2107 8.T261305 ONSLOW 482,060.85 BRG NHF A 0.000 1 553 11 U C B 1 3 26 298+00.01L@Y
13/08 U-2107 8.T261305 ONSLOW 509,240.97 BRG NHF A 0.023 1 554 11 U C B 1 3 26 298+00.01L@Y
13/09 U-2107 8.T261305 ONSLOW 463,019.12 BRG NHF A 0.022 1 554 11 U C B 1 3 26 324+84.49L@Y
13/10 U-2107 8.T261305 ONSLOW 463,421.12 BRG NHF A 0.000 1 554 11 U C B 1 3 26 324+84.49L@Y
13/11 U-2107 8.T261305 ONSLOW 931,551.87 BRG NHF I 0.000 5 890 11 U C B 1 3 26 348+56.62L@Y
13/12 U-2107 8.T261305 ONSLOW 985,570.62 BRG NHF I 0.000 3 563 11 U C B 1 3 26 377+92.88WBC
13/13 U-2107 8.T261305 ONSLOW 672,329.47 BRG NHF I 0.000 3 548 11 U C B 1 3 26 362+77.36NBL
PROJECT TOTAL = 31,766,541.65 BARNHILL CONTRACTING C
14/01 B-3006 8.1321501 NASH 414,399.80 RWY BRS 3,263 0.127 2 0 0 S B 2 4 32
14/02 B-3006 8.1321501 NASH 413,644.05 BRG BRS Q 0.024 3 836 15 S B 2 4 32 15+68.50-L-
PROJECT TOTAL = 828,043.85 DELLINGER, INC.
15/01 I-3814 8.1341001 WILSON 189,709.54 RWY IMS 275 0.690 0 0 0 2 4 34
PROJECT TOTAL = 189,709.54 TRICO ELECTRIC CO., IN
16/01 R-2306 8.1841703 BUNCOMBE 16,310,640.65 RWY STP 4,448 3.667 5 632 0 LS U CW 3 13 84
16/02 R-2306 8.1841703 BUNCOMBE 992,755.00 RWY STP 0.000 0 0 0 LS U CW 3 13 84 ASHEVILL COS
16/03 R-2306 8.1841703 BUNCOMBE 1,052,882.00 RWY STP 0.000 0 0 0 LS U CW 3 13 84 MSD COST
16/04 R-2306 8.1841703 BUNCOMBE 168,322.20 CLV STP 0.006 1 203 4 LS U CW 3 13 84 24+40.81-L-R
16/05 R-2306 8.1841703 BUNCOMBE 37,098.20 CLV STP 0.000 1 201 7 LS U CW 3 13 84 42+03.68-L-R
16/06 R-2306 8.1841703 BUNCOMBE 120,112.80 CLV STP 0.000 1 2 11 LS U CW 3 13 84 11+28.00-Y5-
16/07 R-2306 8.1841703 BUNCOMBE 70,040.00 CLV STP 0.000 1 203 5 LS U CW 3 13 84 10+73.28-Y8-
16/08 R-2306 8.1841703 BUNCOMBE 60,527.20 CLV STP 0.000 1 2 4 LS U CW 3 13 84 10+96.50-Y11
16/09 R-2306 8.1841703 BUNCOMBE 78,871.00 CLV STP 0.000 1 202 3 LS U CW 3 13 84 94+32.32-L-R
16/10 R-2306 8.1841703 BUNCOMBE 38,142.80 CLV STP 0.000 1 201 5 LS U CW 3 13 84 108+73.52-L-
16/11 R-2306 8.1841703 BUNCOMBE 61,186.00 CLV STP 0.000 1 1 8 LS U CW 3 13 84 12+89.00-Y15
16/12 R-2306 8.1841703 BUNCOMBE 79,119.40 CLV STP 0.000 1 1 3 LS U CW 3 13 84 192+43.00-L-
16/13 R-2306 8.1841703 BUNCOMBE 583,847.20 WAL STP 0.000 1 1 0 LS U CW 3 13 84 18+10.00-L-R
16/14 R-2306 8.1841703 BUNCOMBE 593,750.00 WAL STP 0.000 1 0 0 LS U CW 3 13 84 34+15.00-L-R
16/15 R-2306 8.1841703 BUNCOMBE 675,250.00 WAL STP 0.000 1 0 0 LS U CW 3 13 84 40+55.00-L-R
PROJECT TOTAL = 20,922,544.45 GILBERT SOUTHERN CORP.
17/01 R-2306 8.1841704 BUNCOMBE 7,585,758.78 RWY STP 2,504 3.030 5 632 0 SLS U CW 3 13 84 202+00TO362+
17/02 R-2306 8.1841704 BUNCOMBE 809,099.55 RWY STP 0.000 0 0 0 SLS U CW 3 13 84 ASHEVILLE CO
17/03 R-2306 8.1841704 BUNCOMBE 140,853.75 CLV STP 0.000 1 1 4 SLS U CW 3 13 84 231+45.00-LR
17/04 R-2306 8.1841704 BUNCOMBE 96,587.37 CLV STP 0.000 1 202 3 SLS U CW 3 13 84 237+57.70-LR
17/05 R-2306 8.1841704 BUNCOMBE 30,663.63 CLV STP 0.000 1 201 8 SLS U CW 3 13 84 262+48.80-LR
17/06 R-2306 8.1841704 BUNCOMBE 35,478.01 CLV STP 0.000 1 201 7 SLS U CW 3 13 84 305+08.93-LR
PROJECT TOTAL = 8,698,441.09 PAVING ENTERPRISES, IN
19/01 R-3625 6.961019 JACKSON 1,180,922.50 RWY 1,677 0.704 1 0 0 L B 4 14 96
19/02 R-3625 6.961019 JACKSON 926,831.40 BRG I 0.046 3 392 15 L B 4 14 96 36+30.00-L-
PROJECT TOTAL = 2,107,753.90 TAYLOR & MURPHY CONSTR
20/01 5.4411187 CUMBERLAN 115,983.74 SUR 67 1.720 2 0 0 S 1 6 44 MAP 1
20/02 5.4411188 CUMBERLAN 214,694.44 SUR 68 3.170 2 0 0 S 1 6 44 MAPS 2-3
20/03 7.4411126 CUMBERLAN 343,724.69 SUR 58 5.900 2 0 0 S 1 6 44 MAPS 4-6
20/04 7.4411130 CUMBERLAN 416,880.03 SUR 47 8.830 2 0 0 S 1 6 44 MAPS 7-8
20/05 7.4421130 CUMBERLAN 774,483.66 SUR 41 19.040 2 0 0 S 1 6 44 MAPS 9-49
20/06 7.4472030 CUMBERLAN 410,315.89 SUR 125 3.270 2 0 0 S 1 6 44 MAPS 50-53
20/07 7.4472130 CUMBERLAN 37,461.19 SUR 68 0.550 2 0 0 S 1 6 44 MAP 54
20/08 7.4472530 CUMBERLAN 5,254.88 SUR 35 0.150 2 0 0 S 1 6 44 MAP 55
20/09 7.4474430 CUMBERLAN 131,497.02 SUR 67 1.950 2 0 0 S 1 6 44 MAP 56
PROJECT TOTAL = 2,450,295.54 CROWELL CONSTRUCTORS,
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
21/01 7.4511129 HARNETT 198,509.87 SUR 53 3.750 2 0 0 SL 2 6 45 MAPS 1-2
21/02 7.4521129 HARNETT 355,102.92 SUR 41 8.610 2 0 0 SL 2 6 45 MAPS 3-9
21/03 7.4571329 HARNETT 278,874.76 SUR 124 2.240 2 0 0 SL 2 6 45 MAPS 10-14
PROJECT TOTAL = 832,487.55 BARNHILL CONTRACTING C
22/01 7.4611131 ROBESON 485,334.35 SUR 61 8.000 2 0 0 S 1 6 46 MAPS 1-2
22/02 7.4621131 ROBESON 911,546.85 SUR 32 28.100 2 0 0 S 1 6 46 MAPS 3-14
22/03 7.4671831 ROBESON 75,757.05 SUR 61 1.240 2 0 0 S 1 6 46 MAP 15
22/04 7.4672731 ROBESON 83,584.90 SUR 89 0.940 2 0 0 S 1 6 46 MAP 16
22/05 7.4672831 ROBESON 9,668.95 SUR 30 0.320 2 0 0 S 1 6 46 MAP 17
22/06 7.4673031 ROBESON 31,382.20 SUR 75 0.420 2 0 0 S 1 6 46 MAP 18
22/07 7.4673831 ROBESON 66,573.40 SUR 117 0.570 2 0 0 S 1 6 46 MAP 19
PROJECT TOTAL = 1,663,847.70 CROWELL CONSTRUCTORS,
23/01 7.6511196 ANSON 668,409.65 SUR 91 7.310 2 0 0 S 2 10 65 MAPS 1-3
23/02 7.6521196 ANSON 364,238.45 SUR 41 8.780 2 0 0 S 2 10 65 MAPS 4-7
23/03 7.6572196 ANSON 94,888.90 SUR 95 1.000 2 0 0 S 2 10 65 MAP 8
23/04 7.6572396 ANSON 139,146.19 SUR 97 1.440 2 0 0 S 2 10 65 MAP 9
PROJECT TOTAL = 1,266,683.19 HIGHWAY CONSTRUCTORS,
24/01 7.6711195 MECKLENBG 179,903.20 SUR 97 1.860 2 0 0 S 2 10 67 MAPS 1-2
24/02 7.6721195 MECKLENBG 834,004.45 SUR 77 10.840 2 0 0 S 2 10 67 MAPS 3-9
24/03 7.6770395 MECKLENBG 998,864.99 SUR 122 8.210 2 0 0 S 2 10 67 MAPS 10-17
PROJECT TOTAL = 2,012,772.64 CROWDER CONSTRUCTION C
25/01 7.6911197 UNION 858,021.40 SUR 63 13.520 2 0 0 S 2 10 69 MAPS 1-5
25/02 7.6921197 UNION 1,381,260.40 SUR 57 24.130 2 0 0 S 2 10 69 MAPS 6-17
25/03 7.6970897 UNION 36,608.80 SUR 94 0.390 2 0 0 S 2 10 69 MAP 18
25/04 7.6973297 UNION 38,280.60 SUR 59 0.650 2 0 0 S 2 10 69 MAP 19
25/05 7.6973397 UNION 182,285.80 SUR 70 2.620 2 0 0 S 2 10 69 MAP 20-21
PROJECT TOTAL = 2,496,457.00 BOGGS PAVING, INC.
26/01 7.7911254 CATAWBA 176,002.10 SUR 38 4.610 2 0 0 S 2 12 79 MAP 1
26/02 7.7921254 CATAWBA 849,960.76 SUR 33 25.570 2 0 0 S 2 12 79 MAPS 2-11
26/03 7.7970554 CATAWBA 26,070.50 SUR 35 0.750 2 0 0 S 2 12 79 MAP 12
26/04 7.7970754 CATAWBA 59,096.20 SUR 51 1.150 2 0 0 S 2 12 79 AMP 13
26/05 7.7970854 CATAWBA 138,363.70 SUR 41 3.390 2 0 0 S 2 12 79 MAP 14
26/06 7.7971654 CATAWBA 228,463.00 SUR 80 2.870 2 0 0 S 2 12 79 MAP 15-17
26/07 7.7972554 CATAWBA 7,041.00 SUR 31 0.230 2 0 0 S 2 12 79 MAP 18
26/08 7.7972854 CATAWBA 11,958.10 SUR 35 0.340 2 0 0 S 2 12 79 MAP 19
PROJECT TOTAL = 1,496,955.36 CENTRAL CAROLINA DIVIS
27/01 7.8011255 CLEVELAND 198,794.50 SUR 45 4.370 2 0 0 S 3 12 80 MAPS 1-5
27/02 7.8021255 CLEVELAND 397,788.00 SUR 40 9.980 2 0 0 S 3 12 80 MAPS 6-11
27/03 7.8071855 CLEVELAND 42,709.50 SUR 41 1.050 2 0 0 S 3 12 80 MAP 12
27/04 7.8072955 CLEVELAND 525,153.50 SUR 49 10.640 2 0 0 S 3 12 80 MAPS 13-15
27/05 7.8079855 CLEVELAND 35,339.50 SUR 36 0.980 2 0 0 S 3 12 80 MAP 16
PROJECT TOTAL = 1,199,785.00 ASPHALT PAVING OF SHEL
28/01 7.8111253 GASTON 1,648,615.40 SUR 296 5.570 2 0 0 S 2 12 81 MAP 1
28/02 7.8171053 GASTON 218,396.45 SUR 347 0.630 2 0 0 S 2 12 81 MAP 2
28/03 7.8179553 GASTON 388,241.30 SUR 255 1.520 2 0 0 S 2 12 81 MAP 3
PROJECT TOTAL = 2,255,253.15 MIDSTATE CONTRACTORS,
29/01 7.8111257 GASTON 192,816.42 SUR 62 3.110 2 0 0 S 2 12 81 MAPS 1-2
29/02 7.8121257 GASTON 690,424.00 SUR 36 18.980 2 0 0 S 2 12 81 MAPS 3-15
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
29/03 7.8170157 GASTON 16,924.50 SUR 58 0.290 2 0 0 S 2 12 81 MAP 16
29/04 7.8170257 GASTON 83,196.50 SUR 43 1.950 2 0 0 S 2 12 81 MAPS 17-19
29/05 7.8170657 GASTON 104,520.30 SUR 98 1.070 2 0 0 S 2 12 81 MAP 20
29/06 7.8171057 GASTON 20,620.00 SUR 36 0.580 2 0 0 S 2 12 81 MAP 21
29/07 7.8171357 GASTON 214,046.48 SUR 53 4.060 2 0 0 S 2 12 81 MAPS 22-27
29/08 7.8172457 GASTON 114,225.00 SUR 59 1.930 2 0 0 S 2 12 81 MAPS 28-30
29/09 7.8179557 GASTON 9,757.50 SUR 33 0.300 2 0 0 S 2 12 81 MAP 31
PROJECT TOTAL = 1,446,530.70 ASPHALT PAVING OF SHEL
30/01 7.8211256 IREDELL 470,073.00 SUR 46 10.270 2 0 0 S 2 12 82 MAPS 1-2
30/02 7.8221256 IREDELL 1,208,948.20 SUR 50 24.370 2 0 0 S 2 12 82 MAPS 3-8
30/03 7.8272656 IREDELL 2,588.40 SUR 37 0.070 2 0 0 S 2 12 82 MAP 9
30/04 7.8273156 IREDELL 253,403.50 SUR 101 2.500 2 0 0 S 2 12 82 MAPS 10-11
30/05 7.8273356 IREDELL 4,385.40 SUR 37 0.120 2 0 0 S 2 12 82 MAP 12
PROJECT TOTAL = 1,939,398.50 CENTRAL CAROLINA DIVIS
31/01 7.8511196 BURKE 182,452.62 SUR 38 4.830 2 0 0 S 3 13 85 MAPS 1-3
31/02 7.8521196 BURKE 697,122.03 SUR 37 18.940 2 0 0 S 3 13 85 MAPS 4-7
31/03 7.8571196 BURKE 84,178.75 SUR 42 2.010 2 0 0 S 3 13 85 MAPS 28-29
31/04 7.8571996 BURKE 152,551.16 SUR 127 1.200 2 0 0 S 3 13 85 MAP 30
31/05 7.8572596 BURKE 77,975.55 SUR 43 1.800 2 0 0 S 3 13 85 MAP 31
PROJECT TOTAL = 1,194,280.11 ASHEVILLE DIVISION,
32/01 7.9411094 HAYWOOD 1,719,682.08 SUR 239 7.190 2 0 0 S 4 14 94 MAPS 1-7
32/02 7.9421094 HAYWOOD 449,850.20 SUR 44 10.240 2 0 0 S 4 14 94 MAPS 8-18
32/03 7.9472294 HAYWOOD 312,997.17 SUR 97 3.240 2 0 0 S 4 14 94 MAPS 19-22
32/04 7.9611094 JACKSON 449,716.95 SUR 114 3.950 2 0 0 S 4 14 96 MAPS 23-29
32/05 7.9621094 JACKSON 329,234.30 SUR 34 9.610 2 0 0 S 4 14 96 MAPS 30-39
32/06 7.9670994 JACKSON 72,755.13 SUR 102 0.710 2 0 0 S 4 14 96 MAPS 40-41
32/07 7.9672094 JACKSON 142,549.69 SUR 170 0.840 2 0 0 S 4 14 96 MAPS 42-43
PROJECT TOTAL = 3,476,785.52 HARRISON CONST. CO., I
***** MAR 1998 TOTAL = $88,244,566.44
***** APR 1998 *****
08/01 R-3631 6.804827 JOHNSTON 572,760.40 RWY 1,890 0.303 2 614 0 2 4 31 10+00TO26+00
08/02 R-3631 6.804827 JOHNSTON 9,098.50 ICH 0.000 0 0 0 2 4 31 KENLY COST
PROJECT TOTAL = 581,858.90 S. T. WOOTEN CORPORATI
09/01 U-3408 9.8050381 WAKE 3,436,904.54 RWY 1,356 2.534 4 0 0 S U C B 2 5 40
09/02 U-3408 9.8050381 WAKE 3,326,693.96 RWY 0.000 4 0 0 S U C B 2 5 40 TOWN OF CARY
09/03 U-3408 9.8050381 WAKE 85,196.69 CLV 0.006 1 3 7 S U C B 2 5 40 183+64.00-L-
09/04 U-3408 9.8050381 WAKE 85,196.69 CLV 0.000 0 0 0 S U C B 2 5 40 TOWN OF CARY
09/05 U-3408 9.8050381 WAKE 153,689.60 CLV 0.000 0 0 0 S U C B 2 5 40 DEVELOPER
09/06 U-3408 9.8050381 WAKE 564,149.29 BRG Q 0.070 3 666 12 S U C B 2 5 40 206+46.34-L-
09/07 U-3408 9.8050381 WAKE 554,149.29 BRG 0.000 0 0 0 S U C B 2 5 40 TOWN OF CARY
09/08 U-3408 9.8050381 WAKE 605,166.31 BRG Q 0.000 3 666 12 S U C B 2 5 40 206+46.34-L-
09/09 U-3408 9.8050381 WAKE 605,166.31 BRG 0.000 0 0 0 S U C B 2 5 40 TOWN OF CARY
PROJECT TOTAL = 9,416,312.68 S. T. WOOTEN CORPORATI
10/01 R-2230 6.451009 HARNETT 2,038,881.35 RWY 497 4.106 2 0 0 U C 2 6 45
10/02 R-2230 6.451009 HARNETT 36,360.50 CLV 0.000 1 201 3 U C 2 6 45 513+80.00-L-
10/03 R-2230 6.451009 HARNETT 32,989.00 CLV 0.000 1 201 2 U C 2 6 45 555+60.00-L-
PROJECT TOTAL = 2,108,230.85 BARNHILL CONTRACTING C
11/01 7.4211132 BLADEN 569,375.37 SUR 61 9.300 2 0 0 S 1 6 42 MAPS 1-5
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
11/02 7.4221132 BLADEN 217,120.95 SUR 45 4.800 2 0 0 S 1 6 42 MAPS 6-7
11/03 7.4270332 BLADEN 71,829.80 SUR 80 0.900 2 0 0 S 1 6 42 MAPS 8
11/04 7.4271532 BLADEN 65,351.10 SUR 82 0.800 2 0 0 S 1 6 42 MAPS 9
PROJECT TOTAL = 923,677.22 CROWELL CONSTRUCTORS,
12/01 7.4311133 COLUMBUS 560,575.10 SUR 66 8.500 2 0 0 S 1 6 43 MAPS 1-3
12/02 7.4321133 COLUMBUS 435,584.15 SUR 53 8.200 2 0 0 S 1 6 43 MAPS 4-7
12/03 7.4372333 COLUMBUS 13,931.92 SUR 46 0.300 2 0 0 S 1 6 43 MAPS 8
12/04 7.4374233 COLUMBUS 87,032.31 SUR 97 0.900 2 0 0 S 1 6 43 MAPS 9-10
12/05 7.4375133 COLUMBUS 37,676.87 SUR 75 0.500 2 0 0 S 1 6 43 MAPS 11
PROJECT TOTAL = 1,134,800.35 CROWELL CONSTRUCTORS,
13/01 R-3103 6.481007 CASWELL 3,646,820.84 RWY 309 11.789 2 0 0 L 2 7 48
PROJECT TOTAL = 3,646,820.84 ROY N. FORD COMPANY, I
14/01 7.4911212 GUILFORD 366,278.17 SUR 34 10.800 2 0 0 S 2 7 49 MAPS 1-4
14/02 7.4921212 GUILFORD 584,270.94 SUR 30 19.170 2 0 0 S 2 7 49 MAPS 5-21
14/03 7.4970812 GUILFORD 29,097.19 SUR 37 0.780 2 0 0 S 2 7 49 MAPS 22-23
14/04 7.4972912 GUILFORD 18,483.66 SUR 23 0.810 2 0 0 S 2 7 49 MAPS 24
PROJECT TOTAL = 998,129.96 MOFFITT & PIERCE CONST
15/01 7.4911213 GUILFORD 32,707.11 SUR 23 1.440 2 0 0 S 2 7 49 MAP 1
15/02 7.4970613 GUILFORD 58,892.81 SUR 13 4.410 2 0 0 S 2 7 49 MAPS 2-3
15/03 7.4970813 GUILFORD 233,450.35 SUR 68 3.440 2 0 0 S 2 7 49 MAPS 4-8
15/04 7.4971013 GUILFORD 279,173.99 SUR 321 0.870 2 0 0 S 2 7 49 MAPS 9-10
15/05 7.4972813 GUILFORD 24,995.25 SUR 25 1.000 2 0 0 S 2 7 49 MAP 11
PROJECT TOTAL = 629,219.51 MOFFITT & PIERCE CONST
***** APR 1998 TOTAL = $19,439,050.31
***** MAY 1998 *****
05/01 R-2551 8.T051402 DARE 311,543.00 RWY STP 0.000 1 0 0 L 1 1 5
PROJECT TOTAL = 311,543.00 HIGGERSON-BUCHANAN, IN
06/01 7.2411120 DUPLIN 1,187,053.05 SUR 66 18.000 2 0 0 S 1 3 24 MAPS 1-3
PROJECT TOTAL = 1,187,053.05 MARKETING ASSOCIATES,
08/01 R-0984 8.1493102 GUILFORD 7,610,170.25 RWY NHS 1,543 4.932 4 0 0 S S 2 7 49
PROJECT TOTAL = 7,610,170.25 THOMPSON-ARTHUR PAVING
09/01 B-2565 8.1493001 GUILFORD 1,126,493.44 RWY MA 4,470 0.252 5 634 0 S C B 2 7 49
09/03 R-609E 8.1570608 GUILFORD 18,293,639.28 RWY NHF 3,837 4.768 4 258 0 S C B 2 7 49
09/04 B-2565 8.1493001 GUILFORD 122,976.00 RWY MA 0.000 0 0 0 S C B 2 7 49 HIGH POINT
09/06 R-609E 8.1570608 GUILFORD 2,772,099.20 RWY NHF 0.000 0 0 0 S C B 2 7 49 HIGH POINT
09/07 B-2565 8.1493001 GUILFORD 77,404.64 CLV MA 0.007 1 203 5 S C B 2 7 49 81+38.5-L-
09/08 E-2928 8.1493201 GUILFORD 113,101.75 CLV STP 0.003 1 1 15 S C B 2 7 49 243+42.00-L-
09/09 R-609E 8.1570608 GUILFORD 154,417.36 CLV NHF 0.000 1 2 34 S C B 2 7 49 214+35.00-L-
09/10 R-609E 8.1570608 GUILFORD 428,438.44 CLV NHF 0.007 1 3 25 S C B 2 7 49 242+54.00-L-
09/11 R-609F 8.1570608 GUILFORD 37,456.00 CLV NHF 0.000 1 1 11 S C B 2 7 49 9+62.00 RP C
09/12 R-609F 8.1570608 GUILFORD 381,426.48 CLV NHF 0.000 1 1 19 S C B 2 7 49 35+74.00-Y12
09/13 R-609F 8.1570608 GUILFORD 78,513.84 CLV NHF 0.000 1 2 11 S C B 2 7 49 18+30.00-Y12
09/14 R-609F 8.1570608 GUILFORD 70,718.04 CLV NHF 0.000 1 1 27 S C B 2 7 49 10+05.91 RP
09/15 R-609F 8.1570608 GUILFORD 85,608.60 CLV NHF 0.000 1 1 29 S C B 2 7 49 11+36.00 RP
09/16 R-609F 8.1570608 GUILFORD 619,465.60 CLV NHF 0.000 1 203 20 S C B 2 7 49 61+19.43-Y13
09/17 R-609F 8.1570608 GUILFORD 153,620.08 CLV NHF 0.000 1 3 6 S C B 2 7 49 8+88.05 RP C
09/18 R-609F 8.1570608 GUILFORD 1,257,994.36 CLV NHF 0.007 1 3 59 S C B 2 7 49 430+84.00-L-
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
09/19 R-609F 8.1570608 GUILFORD 178,000.00 WAL NHF 0.000 1 0 0 S C B 2 7 49 13+01.09RP A
09/20 R-609F 8.1570608 GUILFORD 260,000.00 WAL NHF 0.000 1 0 0 S C B 2 7 49 12+16.73RP D
09/21 B-2565 8.1493001 GUILFORD 869,391.56 BRG MA I 0.043 4 854 11 S C B 2 7 49 74+92.77-L-
09/22 R-609E 8.1570608 GUILFORD 762,602.08 BRG NHF I 0.000 4 790 11 S C B 2 7 49 193+29.67-L-
09/23 R-609E 8.1570608 GUILFORD 731,053.22 BRG NHF I 0.000 4 654 11 S C B 2 7 49 262+55.33-L-
09/24 R-609E 8.1570608 GUILFORD 1,232,755.42 BRG NHF I 0.000 4 550 11 S C B 2 7 49 282+75.96-L-
09/25 R-609F 8.1570608 GUILFORD 613,271.06 BRG NHF I 0.000 2 654 11 S C B 2 7 49 315+93.53-L-
09/26 R-609F 8.1570608 GUILFORD 1,262,596.03 BRG NHF Q 0.000 4 642 14 S C B 2 7 49 341+41.86-L-
09/27 R-609F 8.1570608 GUILFORD 1,275,225.53 BRG NHF Q 0.060 4 642 14 S C B 2 7 49 341+41.26-L-
09/28 R-609F 8.1570608 GUILFORD 955,488.61 BRG NHF I 0.000 2 660 11 S C B 2 7 49 384+86.33-L-
09/29 R-609F 8.1570608 GUILFORD 47,970.50 BRG NHF A 0.000 0 98 0 S C B 2 7 49 13+01.09RP A
09/30 R-609F 8.1570608 GUILFORD 61,343.00 BRG NHF A 0.000 0 98 0 S C B 2 7 49 12+16.73RP D
09/31 R-609F 8.1570608 GUILFORD 502,824.77 BRG NHF M 0.000 2 656 11 S C B 2 7 49 3+05.17CONN
09/32 R-609F 8.1570608 GUILFORD 489,403.27 BRG NHF I 0.000 2 656 11 S C B 2 7 49 3+05.17CONN
09/33 B-2565 8.1493001 GUILFORD 25,000.00 BRG MA 0.000 0 0 0 S C B 2 7 49 NORTH STATE
PROJECT TOTAL = 35,040,298.16 BLYTHE CONSTRUCTION, I
10/01 9.8082914 MOORE 1,203,522.94 RWY 3,086 0.390 2 0 0 S S 2 8 56
PROJECT TOTAL = 1,203,522.94 LEE PAVING COMPANY
11/01 I-2511 8.1631508 ROWAN 25,815,208.65 SUR IM 8,261 3.125 8 0 0 L B 2 9 63
11/02 I-2511 8.1631508 ROWAN 66,124.76 CLV IM 0.000 1 1 23 L B 2 9 63 328+26.29-L-
11/03 I-2511 8.1631508 ROWAN 93,206.36 CLV IM 0.000 1 1 7 L B 2 9 63 412+15.11-L-
11/04 I-2511 8.1631508 ROWAN 40,151.94 CLV IM 0.000 1 1 11 L B 2 9 63 418+80.07-L-
11/05 I-2511 8.1631508 ROWAN 125,147.00 CLV IM 0.000 1 2 16 L B 2 9 63 92+68.00-Y6R
11/06 I-2511 8.1631508 ROWAN 835,605.16 BRG IM 0.000 2 658 11 L B 2 9 63 314+01.35-L-
11/07 I-2511 8.1631508 ROWAN 1,033,509.40 BRG IM 0.000 2 669 11 L B 2 9 63 354+39.49-L-
11/08 I-2511 8.1631508 ROWAN 1,237,809.13 BRG IM 0.000 2 661 11 L B 2 9 63 433+84.58-L-
PROJECT TOTAL = 29,246,762.40 REA CONSTRUCTION COMPA
***** MAY 1998 TOTAL = $74,599,349.80
***** JUN 1998 *****
10/01 R-2228 6.049008T CURRITUCK 701,557.00 MSC 0.000 1 0 0 1 1 4 MITIGATION
PROJECT TOTAL = 701,557.00 S. T. WOOTEN CORPORATI
11/01 7.2911200 EDGECOMBE 130,457.52 SUR 51 2.550 2 0 0 S 2 4 29 MAP 1
11/02 7.2921200 EDGECOMBE 76,445.20 SUR 22 3.500 2 0 0 S 2 4 29 MAPS 2-4
11/03 7.2972700 EDGECOMBE 94,257.38 SUR 86 1.090 2 0 0 S 2 4 29 MAPS 5-6
PROJECT TOTAL = 301,160.10 BARNHILL CONTRACTING C
12/01 7.3011201 HALIFAX 119,657.75 SUR 61 1.950 2 0 0 S 2 4 30 MAP 1
12/02 7.3021201 HALIFAX 56,592.90 SUR 24 2.380 2 0 0 S 2 4 30 MAPS 2-3
12/03 7.3071001 HALIFAX 33,737.60 SUR 105 0.320 2 0 0 S 2 4 30 MAPS 4-5
12/04 7.3073001 HALIFAX 76,333.50 SUR 99 0.770 2 0 0 S 2 4 30 MAP 6
PROJECT TOTAL = 286,321.75 BARNHILL CONTRACTING C
13/01 7.3121202 JOHNSTON 125,292.45 SUR 33 3.850 2 0 0 S 2 4 31 MAPS 1-2
13/02 7.3172802 JOHNSTON 42,633.75 SUR 55 0.780 2 0 0 S 2 4 31 MAPS 3-5
PROJECT TOTAL = 167,926.20 S. T. WOOTEN CORPORATI
14/01 7.3211203 NASH 116,072.89 SUR 50 2.340 2 0 0 S 2 4 32 MAP 1
14/02 7.3221203 NASH 114,070.50 SUR 23 4.950 2 0 0 S 2 4 32 MAPS 2-4
14/03 7.3272303 NASH 68,949.37 SUR 186 0.370 2 0 0 S 2 4 32 MAP 5
14/04 7.3273103 NASH 135,168.93 SUR 46 2.960 2 0 0 S 2 4 32 MAPS 6-7
PROJECT TOTAL = 434,261.69 BARNHILL CONTRACTING C
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 7.3311204 WAYNE 321,309.20 SUR 111 2.890 2 0 0 S 2 4 33 MAP 1
15/02 7.3371404 WAYNE 154,777.76 SUR 63 2.440 2 0 0 S 2 4 33 MAPS 2-3
15/03 7.3372204 WAYNE 73,122.64 SUR 174 0.420 2 0 0 S 2 4 33 MAP 4
PROJECT TOTAL = 549,209.60 BARRUS CONSTRUCTION CO
16/01 7.3411205 WILSON 182,349.78 SUR 107 1.700 2 0 0 S 2 4 34 MAP 1
16/02 7.3470405 WILSON 37,468.50 SUR 60 0.620 2 0 0 S 2 4 34 MAP 2
16/03 7.3474005 WILSON 21,805.00 SUR 61 0.360 2 0 0 S 2 4 34 MAP 3
16/04 7.3474505 WILSON 68,506.80 SUR 94 0.730 2 0 0 S 2 4 34 MAP 4
PROJECT TOTAL = 310,130.08 S. T. WOOTEN CORPORATI
17/01 R-2204 8.1241801 BLADEN 702,471.32 MSC STP 0.000 1 0 0 1 6 42
PROJECT TOTAL = 702,471.32 BARNHILL CONTRACTING C
18/01 R-2123 8.U671620 MECKLENBG 926,681.00 RWY NHS 0.000 1 0 0 U 2 10 67
PROJECT TOTAL = 926,681.00 LEE CONSTRUCTION CO. O
19/01 R-2100 8.1710903 ASHE 3,126,804.48 RWY STP 1,103 2.834 2 0 0 C 4 11 71
19/02 R-2100 8.1710903 ASHE 236,111.00 RWY STP 0.000 0 0 0 C 4 11 71 JEFFERSON
19/03 R-2100 8.1710903 ASHE 111,044.59 CLV STP 0.004 1 2 7 C 4 11 71 454+17.00-L-
19/04 R-2100 8.1710903 ASHE 173,743.89 CLV STP 0.008 1 3 6 C 4 11 71 490+56.00-L-
PROJECT TOTAL = 3,647,703.96 JAMES R. VANNOY & SONS
20/01 I-2807 8.1741301 SURRY 757,993.00 RWY IMS 189 4.000 2 0 0 S 2 11 74
20/02 I-2807 8.1741302 SURRY 715,721.00 RWY IMS 179 4.000 2 0 0 S 2 11 74
PROJECT TOTAL = 1,473,714.00 PAVEMENT SPECIALISTS I
***** JUN 1998 TOTAL = $9,501,136.70
***** JUL 1998 *****
07/01 R-3313 6.231026 BRUNSWICK 2,105,109.70 RWY 244 8.630 2 0 0 1 3 23
PROJECT TOTAL = 2,105,109.70 MAC CONSTRUCTION COMPA
08/01 U-2107 8.T261306 ONSLOW 909,370.00 RWY NHF 0.000 5 0 0 1 3 26
08/02 U-2107 8.T261306 ONSLOW 15,548,293.85 BRG NHF Q 0.350 15 872 15 1 3 26 277+50.00 -L
PROJECT TOTAL = 16,457,663.85 JONES BROS., INC.
09/01 I-2402 8.U493501 GUILFORD 430,801.00 MSC NHS 0.000 1 0 0 2 7 49
PROJECT TOTAL = 430,801.00 BLYTHE CONSTRUCTION, I
***** JUL 1998 TOTAL = $18,993,574.55
***** AUG 1998 *****
09/01 R-2105 6.169004T CARTERET 9,959,309.50 RWY 1,286 7.743 5 0 0 S C 1 2 16
09/02 R-2105 6.169004T CARTERET 117,518.80 CLV 0.000 1 1 5 S C 1 2 16 240+65.00 -L
09/03 R-2105 6.169004T CARTERET 69,313.30 CLV 0.000 1 201 4 S C 1 2 16 366+72.87 -L
PROJECT TOTAL = 10,146,141.60 BARRUS CONSTRUCTION CO
10/01 R-2405 6.259002T PENDER 775,620.50 MSC 0.000 0 0 0 1 3 27
PROJECT TOTAL = 775,620.50 PHILLIPS & JORDAN, INC
11/01 K-3404 8.1741001 SURRY 543,800.00 MSC IMS 0.000 1 0 0 2 11 74
PROJECT TOTAL = 543,800.00 BLUE RIDGE ENTERPRISES
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
12/01 B-2989 8.2821801 IREDELL 251,776.00 RWY BRZ 1,199 0.210 2 0 0 C 2 12 82
12/02 B-2989 8.2821801 IREDELL 157,716.50 CLV BRZ 0.008 1 3 3 C 2 12 82 17+28.50 -L
PROJECT TOTAL = 409,492.50 JOHN H. BRINKLEY, INC.
***** AUG 1998 TOTAL = $11,875,054.60
***** SEP 1998 *****
06/01 B-1231 8.1070401 HERTFORD 1,192,170.55 RWY BRS 2,220 0.537 2 0 0 L B 1 1 7
06/02 B-1231 8.1070401 HERTFORD 908,698.75 BRG BRS A 0.068 5 854 15 L B 1 1 7 23+45.48-LRE
PROJECT TOTAL = 2,100,869.30 T. A. LOVING COMPANY
07/01 B-3007 8.2321101 NASH 153,652.30 RWY BRZ 1,219 0.126 2 0 0 B 2 4 32
07/02 B-3007 8.2321101 NASH 369,672.24 BRG BRZ A 0.037 3 845 15 B 2 4 32 16+20.000-L-
PROJECT TOTAL = 523,324.54 SANFORD CONTRACTORS, I
08/01 B-2873 8.2330901 DUPLIN 213,031.65 RWY MA 1,732 0.123 2 0 0 B 1 3 24
08/02 B-2873 8.2330901 WAYNE 267,077.26 BRG MA A 0.026 3 721 15 B 2 4 33 18+52.50 -L-
PROJECT TOTAL = 480,108.91 SANFORD CONTRACTORS, I
09/01 R-3847 8.1431501 COLUMBUS 565,547.30 RWY STP 47 12.093 0 0 0 1 6 43
PROJECT TOTAL = 565,547.30 REYNOLDS FENCE &
10/01 U-3859 8.2443301 CUMBERLAN 822,617.00 RWY STP 73 11.200 0 0 0 1 6 44
PROJECT TOTAL = 822,617.00 REYNOLDS FENCE &
11/01 B-2847 8.2870701 MCDOWELL 467,480.80 RWY BRZ 1,538 0.304 2 612 0 LS U B 3 13 87
11/02 B-2847 8.2870701 MCDOWELL 441,764.18 BRG BRZ Q 0.028 3 845 15 LS U B 3 13 87 17+80.000-L-
PROJECT TOTAL = 909,244.98 R. E. BURNS & SONS CO.
12/01 I-2807 8.1741102 SURRY 18,535,683.19 RWY IMF 2,939 6.307 4 0 0 S S 2 11 74
PROJECT TOTAL = 18,535,683.19 CURTIN BROTHERS CONTR.
***** SEP 1998 TOTAL = $23,937,395.22
***** OCT 1998 *****
06/01 B-2872 8.2410501 WARREN 113,809.75 RWY BRZ 2,108 0.054 2 0 0 U B 2 5 41
06/02 B-2872 8.2410501 WARREN 382,850.49 BRG BRZ Q 0.025 3 721 15 U B 2 5 41 14+14.970-L-
PROJECT TOTAL = 496,660.24 DELLINGER, INC.
07/01 B-3410 8.1420701 BLADEN 189,652.00 RWY BRS 1,345 0.141 2 0 0 B 1 6 42
07/02 B-3410 8.1420701 BLADEN 341,134.06 BRG BRS A 0.025 3 220 15 B 1 6 42 15+93.25-L-
PROJECT TOTAL = 530,786.06 SANFORD CONTRACTORS, I
08/01 B-2861 8.1462101 ROBESON 450,328.50 RWY BRS 2,056 0.219 1 0 0 S C B 1 6 46
08/02 B-2861 8.1462101 ROBESON 254,081.80 BRG BRS A 0.019 3 718 15 S C B 1 6 46 18+90.00 -L-
PROJECT TOTAL = 704,410.30 DELLINGER, INC.
09/01 B-3274 8.1462201 ROBESON 732,176.77 RWY BRS 2,074 0.353 4 0 0 S B 1 6 46
09/02 B-3274 8.1462201 ROBESON 125,414.72 CLV BRS 0.004 1 2 6 S B 1 6 46 20+10.00-L-
09/03 B-3274 8.1462201 ROBESON 338,975.35 BRG BRS A 0.022 3 721 15 S B 1 6 46 23+02.50-L-
PROJECT TOTAL = 1,196,566.84 BMCO CONSTRUCTION, INC
10/01 B-2977 8.2493301 GUILFORD 157,690.26 RWY BRS 1,516 0.104 2 0 0 S U B 2 7 49
10/02 B-2977 8.2493301 GUILFORD 320,505.04 BRG BRS Q 0.021 3 721 15 S U B 2 7 49 15+78.80 -L-
PROJECT TOTAL = 478,195.30 DELLINGER, INC.
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
***** OCT 1998 TOTAL = $3,406,618.74
***** NOV 1998 *****
07/01 7.2811125 SAMPSON 637,872.25 SUR 92 6.930 2 0 0 S 1 3 28 MAPS 1-2
07/02 7.2821125 SAMPSON 1,218,881.00 SUR 54 22.550 2 0 0 S 1 3 28 MAPS 3-11
07/03 7.2870225 SAMPSON 58,988.50 SUR 98 0.600 2 0 0 S 1 3 28 MAP 12
07/04 7.2871825 SAMPSON 95,960.50 SUR 137 0.700 2 0 0 S 1 3 28 MAP 13
PROJECT TOTAL = 2,011,702.25 BARRUS CONSTRUCTION CO
08/01 7.2411124 DUPLIN 443,031.50 SUR 90 4.900 2 0 0 S 1 3 24 MAP 1
08/02 7.2421124 DUPLIN 964,113.70 SUR 50 19.430 2 0 0 S 1 3 24 MAPS 2-10
08/03 7.2472224 DUPLIN 16,310.00 SUR 65 0.250 2 0 0 S 1 3 24 MAP 11
08/04 7.2473024 DUPLIN 70,600.50 SUR 91 0.780 2 0 0 S 1 3 24 MAP 12
PROJECT TOTAL = 1,494,055.70 BARRUS CONSTRUCTION CO
09/01 7.2611126 ONSLOW 1,044,305.50 SUR 102 10.200 2 0 0 S 1 3 26 MAPS 1-2
09/02 7.2621126 ONSLOW 510,286.00 SUR 53 9.690 2 0 0 S 1 3 26 MAPS 3-8
09/03 7.2671426 ONSLOW 910,131.73 SUR 217 4.200 2 0 0 S 1 3 26 MAPS 9-14
PROJECT TOTAL = 2,464,723.23 BARRUS CONSTRUCTION CO
10/01 5.4401137 CUMBERLAN 397,594.20 SUR 0.000 0 0 0 S 1 6 44
PROJECT TOTAL = 397,594.20 APEX CONTRACTING, INC.
11/01 B-2526 8.1540701 CHATHAM 540,879.05 RWY BRN 1,349 0.401 4 0 0 U B 2 8 52
11/02 B-2526 8.1540701 CHATHAM 1,524,489.83 BRG BRN Q 0.091 5 863 15 U B 2 8 52 23+41.88-L-
PROJECT TOTAL = 2,065,368.88 W. C. ENGLISH, INC.
12/01 I-3816 8.1571801 DAVIDSON 3,730,461.87 SUR IMS 492 7.580 4 0 0 S 2 9 60
PROJECT TOTAL = 3,730,461.87 LARCO CONST. CO., A DI
13/01 I-3817 8.1601701 DAVIDSON 3,849,489.83 SUR IMS 423 9.100 4 0 0 S 2 9 60
PROJECT TOTAL = 3,849,489.83 MOFFITT & PIERCE CONST
15/01 B-2815 8.2801201 CLEVELAND 253,615.20 RWY BRZ 1,321 0.192 2 0 0 L U B 3 12 80
15/02 B-2815 8.2801201 CLEVELAND 434,307.80 BRG BRZ Q 0.026 3 845 15 L U B 3 12 80 17+72.50-L-
PROJECT TOTAL = 687,923.00 DANE CONSTRUCTION, INC
16/01 B-3140 8.1801101 CLEVELAND 247,675.58 RWY BRS 1,935 0.128 2 0 0 B 3 12 80
16/02 B-3140 11.668 CLEVELAND 380,418.33 RWY BRT 3,555 0.107 2 0 0 B 3 12 80 SOUTH CAROLI
16/03 B-3140 8.1801101 CLEVELAND 1,008,686.39 BRG BRS Q 0.066 4 854 15 B 3 12 80 13+05.00-L-
PROJECT TOTAL = 1,636,780.30 CAROLINA BRIDGE COMPAN
17/01 5.4821160 CASWELL 107,238.00 SUR 21 5.000 2 0 0 S 2 7 48 MAPS 1-2
17/02 7.4811221 CASWELL 178,317.06 SUR 33 5.370 2 0 0 S 2 7 48 MAPS 3-4
17/03 7.4821221 CASWELL 231,995.00 SUR 23 10.130 2 0 0 S 2 7 48 MAPS 5-6
17/04 7.4871721 CASWELL 34,956.06 SUR 51 0.690 2 0 0 S 2 7 48 MAP 7
PROJECT TOTAL = 552,506.12 APAC-VIRGINIA, INC.
18/01 7.8011265 CLEVELAND 661,056.50 SUR 52 12.830 2 0 0 S 3 12 80 MAPS 1-3
18/02 7.8021265 CLEVELAND 738,870.00 SUR 38 19.630 2 0 0 S 3 12 80 MAPS 4-16
18/03 7.8071865 CLEVELAND 169,704.75 SUR 67 2.540 2 0 0 S 3 12 80 MAPS 17-18
18/04 7.8072065 CLEVELAND 84,679.25 SUR 55 1.530 2 0 0 S 3 12 80 MAPS 19
18/05 7.8072965 CLEVELAND 303,410.50 SUR 70 4.340 2 0 0 S 3 12 80 MAPS 20-23
PROJECT TOTAL = 1,957,721.00 ASPHALT PAVING OF SHEL
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 15
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
19/01 7.8111267 GASTON 519,820.00 SUR 125 4.170 2 0 0 S 2 12 81 MAPS 1-2
19/02 7.8121267 GASTON 696,931.25 SUR 44 15.700 2 0 0 S 2 12 81 MAPS 3-11
19/03 7.8170167 GASTON 72,629.50 SUR 134 0.540 2 0 0 S 2 12 81 MAP 12
19/04 7.8171367 GASTON 750,372.75 SUR 114 6.580 2 0 0 S 2 12 81 MAPS 13-17
19/05 7.8172767 GASTON 72,603.75 SUR 55 1.310 2 0 0 S 2 12 81 MAP 18
19/06 7.8173067 GASTON 68,375.25 SUR 68 1.010 2 0 0 S 2 12 81 MAPS 19-20
19/07 7.8173567 GASTON 40,474.25 SUR 45 0.900 2 0 0 S 2 12 81 MAPS 21-22
PROJECT TOTAL = 2,221,206.75 ASPHALT PAVING OF SHEL
***** NOV 1998 TOTAL = $23,069,533.13
***** DEC 1998 *****
07/01 F-2801 6.171034 CRAVEN 10,040.00 RWY 0.000 1 0 0 1 2 17
07/02 F-2801 6.171034 CRAVEN 2,209,441.00 BRG 0.000 0 98 0 1 2 17 00+00.00
PROJECT TOTAL = 2,219,481.00 W. F. MAGANN CORPORATI
09/01 7.4211141 BLADEN 258,686.90 SUR 40 6.500 2 0 0 S 1 6 42 MAP 1
09/02 7.4221141 BLADEN 330,457.28 SUR 52 6.350 2 0 0 S 1 6 42 MAPS 2-7
09/03 7.4271541 BLADEN 46,012.28 SUR 51 0.900 2 0 0 S 1 6 42 MAPS 8-9
PROJECT TOTAL = 635,156.46 CROWELL CONSTRUCTORS,
10/01 7.4311140 COLUMBUS 282,257.90 SUR 62 4.570 2 0 0 S 1 6 43 MAPS 1-3
10/02 7.4321140 COLUMBUS 527,265.92 SUR 48 10.900 2 0 0 S 1 6 43 MAPS 4-7
10/03 7.4374140 COLUMBUS 23,575.84 SUR 87 0.270 2 0 0 S 1 6 43 MAP 8
10/04 7.4374240 COLUMBUS 62,787.00 SUR 97 0.650 2 0 0 S 1 6 43 MAP 9
PROJECT TOTAL = 895,886.66 CROWELL CONSTRUCTORS,
11/01 B-2533 8.2441901 CUMBERLAN 279,862.45 RWY BRS 2,332 0.120 2 0 0 L B 1 6 44
11/02 B-2533 8.2441901 CUMBERLAN 657,775.63 BRG BRS A 0.034 4 721 15 L B 1 6 44 22+62.00 -L-
PROJECT TOTAL = 937,638.08 SANFORD CONTRACTORS, I
12/01 R-984C 8.1493103 GUILFORD 481,206.50 RWY NHS 1,802 0.267 2 0 0 SL B 2 7 49
12/02 R-984C 8.1493103 GUILFORD 883,641.62 BRG NHS I 0.055 4 642 11 SL B 2 7 49 20+43.130-L-
PROJECT TOTAL = 1,364,848.12 THOMPSON-ARTHUR PAVING
13/01 7.4721222 ALAMANCE 929,321.71 SUR 42 21.980 2 0 0 S 2 7 47 MAPS 1-12
13/02 7.4770122 ALAMANCE 329,248.95 SUR 94 3.510 2 0 0 S 2 7 47 MAPS 13-17
13/03 7.4770522 ALAMANCE 30,863.65 SUR 43 0.720 2 0 0 S 2 7 47 MAP 18
13/04 7.4770622 ALAMANCE 7,965.65 SUR 133 0.060 2 0 0 S 2 7 47 MAP 19
13/05 7.4770722 ALAMANCE 61,802.25 SUR 49 1.270 2 0 0 S 2 7 47 MAPS 20-22
PROJECT TOTAL = 1,359,202.21 THOMPSON-ARTHUR PAVING
14/01 7.5011223 ORANGE 267,686.40 SUR 30 8.940 2 0 0 S 2 7 50 MAPS 1-2
14/02 7.5021223 ORANGE 516,595.20 SUR 31 16.710 2 0 0 S 2 7 50 MAPS 3-9
14/03 7.5070323 ORANGE 135,594.50 SUR 79 1.720 2 0 0 S 2 7 50 MAPS 10-12
PROJECT TOTAL = 919,876.10 NELLO L. TEER COMPANY
15/01 U-2058 7.5611040 MOORE 287,443.00 SUR 52 5.580 2 0 0 S 2 8 56 MAPS 1-3
15/02 U-2058 7.5672940 MOORE 31,997.50 SUR 47 0.680 2 0 0 S 2 8 56 MAP 4
15/03 U-2058 9.8082913 MOORE 83,685.40 SUR 246 0.340 3 0 0 S 2 8 56 MAP5
PROJECT TOTAL = 403,125.90 RILEY PAVING, INC.
16/01 I-2401 6.679008T MECKLENBG 2,391,547.00 RWY 1,350 1.771 1 0 0 2 10 67
PROJECT TOTAL = 2,391,547.00 CROWDER CONSTRUCTION C
17/01 7.6621204 CABARRUS 464,649.40 SUR 41 11.370 2 0 0 S 2 10 66 MAPS 1-4
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 16
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
17/02 7.6670404 CABARRUS 474,257.50 SUR 75 6.300 2 0 0 S 2 10 66 MAPS 5-7
17/03 7.6673404 CABARRUS 204,803.20 SUR 51 4.000 2 0 0 S 2 10 66 MAPS 8-9
17/04 7.6679904 CABARRUS 78,377.05 SUR 92 0.850 2 0 0 S 2 10 66 MAP 10
PROJECT TOTAL = 1,222,087.15 BLYTHE CONSTRUCTION, I
18/01 7.6711205 MECKLENBG 36,549.00 SUR 102 0.360 2 0 0 S 2 10 67 MAP 1
18/02 7.6721205 MECKLENBG 577,955.00 SUR 63 9.150 2 0 0 S 2 10 67 MAPS 2-8
18/03 7.6770305 MECKLENBG 524,044.30 SUR 73 7.200 2 0 0 S 2 10 67 MAPS 9-20
18/04 7.6770605 MECKLENBG 18,904.00 SUR 63 0.300 2 0 0 S 2 10 67 MAP 21
18/05 7.6771305 MECKLENBG 14,095.00 SUR 74 0.190 2 0 0 S 2 10 67 MAP 22
18/06 7.6773105 MECKLENBG 181,032.00 SUR 74 2.430 2 0 0 S 2 10 67 MAP 23
PROJECT TOTAL = 1,352,579.30 BLYTHE DEVELOPMENT COM
19/01 7.6811206 STANLY 409,983.72 SUR 64 6.420 2 0 0 S 2 10 68 MAPS 1-2
19/02 7.6821206 STANLY 505,869.08 SUR 41 12.390 2 0 0 S 2 10 68 MAPS 3-7
19/03 7.6871906 STANLY 19,621.22 SUR 196 0.100 2 0 0 S 2 10 68 MAP 8
19/04 7.6872006 STANLY 68,877.30 SUR 68 1.020 2 0 0 S 2 10 68 MAP 9
19/05 7.6873506 STANLY 43,160.40 SUR 65 0.660 2 0 0 S 2 10 68 MAPS 10-11
PROJECT TOTAL = 1,047,511.72 J. T. RUSSELL & SONS,
20/01 B-2940 8.2791501 CATAWBA 212,637.50 RWY MA 1,427 0.149 2 0 0 B 2 12 79
20/02 B-2940 8.2791501 CATAWBA 417,916.90 BRG MA Q 0.027 3 845 15 B 2 12 79 14+87.000-L-
PROJECT TOTAL = 630,554.40 JOHN H. BRINKLEY, INC.
21/01 7.7911268 CATAWBA 149,839.55 SUR 48 3.120 2 0 0 S 2 12 79 MAP 1
21/02 7.7921268 CATAWBA 802,188.75 SUR 44 18.400 2 0 0 S 2 12 79 MAPS 2-10
21/03 7.7970568 CATAWBA 51,344.40 SUR 51 1.010 2 0 0 S 2 12 79 MAP 11
21/04 7.7970868 CATAWBA 108,507.10 SUR 45 2.390 2 0 0 S 2 12 79 MAPS 11-16
21/05 7.7971668 CATAWBA 114,366.35 SUR 133 0.860 2 0 0 S 2 12 79 MAP 17
21/06 7.7972268 CATAWBA 185,969.30 SUR 108 1.720 2 0 0 S 2 12 79 MAP 18
21/07 7.7972568 CATAWBA 99,905.60 SUR 87 1.150 2 0 0 S 2 12 79 MAP 19
21/08 7.7972868 CATAWBA 64,943.15 SUR 56 1.170 2 0 0 S 2 12 79 MAP 20
PROJECT TOTAL = 1,577,064.20 MIDSTATE CONTRACTORS,
22/01 7.8211269 IREDELL 177,340.00 SUR 55 3.220 2 0 0 S 2 12 82 MAPS 1-2
22/02 7.8221269 IREDELL 728,056.50 SUR 47 15.430 2 0 0 S 2 12 82 MAPS 3-14
22/03 7.8273169 IREDELL 177,825.00 SUR 72 2.470 2 0 0 S 2 12 82 MAPS 15-19
22/04 7.8273369 IREDELL 13,157.50 SUR 53 0.250 2 0 0 S 2 12 82 MAP 20
PROJECT TOTAL = 1,096,379.00 CENTRAL CAROLINA DIVIS
24/01 B-4332 8.1000017 BURKE 659,736.97 RWY IMS 3,083 0.214 2 614 0 LS U B 3 13 85
24/02 B-4332 8.1000017 BURKE 513,809.52 BRG IMS Q 0.042 2 672 11 LS U B 3 13 85 15+35.00 -L-
PROJECT TOTAL = 1,173,546.49 TAYLOR & MURPHY CONSTR
***** DEC 1998 TOTAL = $19,226,483.79
GRAND TOTAL =$378,002,037.14
COST/PROJECT MILE = $164,724.21 TOTAL PROJECT MILES = 2294.757
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 17
AVERAGE UNIT BIDS
DATE 9801-9812
COMPLETE FILE FOR THIS PERIOD
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 140 106,019.26 14,842,696.37
2 CONSTRUCTION SURVEYING LS 13 141,576.92 1,840,500.00
5 CLEARING & GRUBBING LS 794.98 7,062.60 5,614,637.80
6 SUPP CLEARING & GRUBBING ACR 51 2,584.47 131,808.00
10 SEALING ABANDONED WELLS EA 53 828.40 43,905.00
13 UNCLASSIFIED EXCAVATION CY 5,448,644 3.14 17,124,330.08
26 REINF BRG APR FILL ****** LS 25 13,223.44 330,586.00
19 UNDERCUT EXCAVATION CY 173,045 7.10 1,228,756.30
11 GRADING LS 18 80,938.89 1,456,900.00
8 SUPP CLEARING & GRUBBING ACR 17 2,007.41 34,126.00
9 UNDERCUT EXCAVATION CY 3,850 12.65 48,710.00
16 GRADING LS 1 171,600.00 171,600.00
21 SELECT GRANULAR MATERIAL CY 139,385 7.93 1,105,598.75
22 SOIL STABILIZATION FABRIC SY 78,190 2.15 168,070.00
28 BORROW EXCAVATION CY 4,274,340 4.46 19,053,561.00
32 EMBM'T SETTLEMENT GAUGE EA 8 375.00 3,000.00
34 DRAINAGE DITCH EXCAVATION CY 96,265 4.51 434,101.94
39 BERM DITCH CONSTRUCTION LF 19,825 2.17 43,127.50
38 PIPE CLEAN-OUT LF 2,110 9.02 19,030.00
47 REMOVAL OF ASPHALT PVMT SY 519,534 2.37 1,233,784.60
49 REMOVAL OF CONC PVMT SY 181,400 8.57 1,555,590.00
52 REMOVAL OF CONC PVMT SLBS SY 12,500 6.40 80,000.00
50 PROOF ROLLING HR 202.50 151.97 30,775.00
51 TEMPORARY SHORING SF 47,150 7.82 368,750.00
63 SELECT MATERIAL CL II TON 10,232 10.44 106,865.50
64 SELECT MATERIAL CL III TON 735 4.58 3,366.30
66 SELECT MATERIAL CL IV TON 3,796 14.00 53,144.00
59 FNDATION MATL, MINOR STRS TON 20,181 19.17 386,816.75
65 BEDDING MATL, PIPE CULV TON 16,366 15.39 251,836.25
75 12" PLAIN CONC PIPE CULV LF 20 17.50 350.00
76 15" PLAIN CONC PIPE CULV LF 4,856 18.56 90,129.20
77 18" PLAIN CONC PIPE CULV LF 3,324 20.01 66,504.00
78 24" PLAIN CONC PIPE CULV LF 128 30.78 3,940.00
85 15" PARLL PIPE RC END SEC EA 118 452.63 53,410.00
86 18" PARLL PIPE RC END SEC EA 25 533.80 13,345.00
87 24" PARLL PIPE RC END SEC EA 2 825.00 1,650.00
88 12" RC PIPE CULV III LF 7,540 19.26 145,247.60
89 15" RC PIPE CULV III LF 47,768 19.59 935,733.20
90 18" RC PIPE CULV III LF 36,059 22.31 804,568.10
91 24" RC PIPE CULV III LF 29,360 28.01 822,330.76
92 30" RC PIPE CULV III LF 14,006 32.30 452,352.44
93 36" RC PIPE CULV III LF 8,680 43.14 374,501.24
94 42" RC PIPE CULV III LF 4,148 55.53 230,332.80
95 48" RC PIPE CULV III LF 1,194 87.65 104,653.20
96 54" RC PIPE CULV III LF 1,552 64.73 100,464.00
97 60" RC PIPE CULV III LF 764 81.34 62,144.00
98 66" RC PIPE CULV III LF 564 98.00 55,272.00
99 72" RC PIPE CULV III LF 408 150.00 61,200.00
114 18" RC PIPE CULV IV LF 1,080 29.00 31,320.00
115 24" RC PIPE CULV IV LF 616 38.00 23,408.00
116 30" RC PIPE CULV IV LF 212 51.00 10,812.00
117 36" RC PIPE CULV IV LF 280 54.00 15,120.00
118 42" RC PIPE CULV IV LF 855 66.43 56,795.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 18
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
119 48" RC PIPE CULV IV LF 900 75.24 67,714.00
120 54" RC PIPE CULV IV LF 276 70.00 19,320.00
123 72" RC PIPE CULV IV LF 152 146.00 22,192.00
153 15" RC FES EA 1 404.00 404.00
167 18" X PIPE RC END SECTION EA 6 475.00 2,850.00
168 24" X PIPE RC END SECTION EA 4 825.00 3,300.00
169 30" X PIPE RC END SECTION EA 2 950.00 1,900.00
177 84X60" RCP TAPERED INLET EA 2 2,925.00 5,850.00
195 **X**X**" RCP TEE III EA 1 2,400.00 2,400.00
198 18X**X**" RCP TEE III EA 2 516.32 1,032.64
200 24X**X**" RCP TEE III EA 3 551.89 1,655.68
227 **" CAAPC *****" 3"X1"COR LF 130 186.15 24,200.00
234 6" CS PIPE 0.064" SPR BOX LF 120 16.80 2,016.00
239 **" CS PIPE CULV *****" LF 1,576 84.55 133,245.48
240 15" CS PIPE CULV 0.064" LF 2,068 16.62 34,377.04
241 18" CS PIPE CULV 0.064" LF 568 18.29 10,389.16
242 24" CS PIPE CULV 0.064" LF 304 28.21 8,576.32
243 30" CS PIPE CULV 0.079" LF 188 34.97 6,573.76
262 **" CS ELBOW *****" THICK EA 13 180.00 2,340.00
263 15" CS ELBOW 0.064" THICK EA 17 130.41 2,216.95
264 18" CS ELBOW 0.064" THICK EA 1 146.98 146.98
265 24" CS ELBOW 0.064" THICK EA 3 280.80 842.41
278 1**X**"CSP ARCH CULV***** LF 96 120.00 11,520.00
283 15" BCCSP A 0.064" LF 1,272 24.36 30,984.00
284 18" BCCSP A 0.064" LF 38 30.00 1,140.00
285 24" BCCSP A 0.064" LF 196 33.00 6,468.00
293 36" BCCSP A 0.109" LF 96 65.00 6,240.00
297 **" BCCSP B *****" LF 4,398 18.74 82,418.60
303 15" BCCSP B 0.064" LF 4,533 20.09 91,054.90
307 18" BCCSP B 0.064" LF 2,708 25.90 70,134.36
311 24" BCCSP B 0.064" LF 1,706 31.55 53,821.84
316 30" BCCSP B 0.079" LF 336 36.31 12,200.00
321 36" BCCSP B 0.079" LF 32 35.87 1,148.00
334 42" BCCSP B 0.109" LF 400 52.19 20,876.00
347 48" BCCSP B 0.109" LF 32 70.00 2,240.00
412 84" BCCSP B 0.168" LF 92 300.00 27,600.00
440 **" BCCS ELB B *****" EA 154 163.20 25,133.00
441 15" BCCS ELB B 0.064" EA 81 163.21 13,220.00
442 18" BCCS ELB B 0.064" EA 45 183.44 8,255.00
443 24" BCCS ELB B 0.064" EA 32 254.06 8,130.00
445 30" BCCS ELB B 0.079" EA 7 349.28 2,445.00
485 **X**"BCCSP ARCH A *****" LF 122 164.00 20,008.00
1048 6" SLOPE PROTECTION SY 403 55.97 22,555.00
552 FINE GRADING LS 23 124,100.77 2,854,317.70
553 SEALING PVMT CRACKS LB 11,800 4.20 49,550.00
545 LIME TRTD SOIL (SLURRY) SY 383,227 1.57 601,184.57
546 LIME TRTD SOIL(QUICKLIME) SY 35,700 2.01 71,910.00
548 LIME FOR LIME TREATD SOIL TON 4,244 123.66 524,826.50
549 #57 STONE TON 2,218 20.00 44,360.00
551 RUBBLIZING CONC PAVEMENT SY 149,715 1.87 279,967.05
554 STABILIZER AGGREGATE TON 5,525 16.63 91,880.00
556 AGGREGATE BASE COURSE TON 645,610 12.68 8,190,119.00
574 **" SOIL CEMENT BASE SY 313,662 1.69 531,288.75
575 PC FOR SOIL CEMENT BASE TON 8,761 108.05 946,599.30
570 AGGREGATE FOR SOIL CEM BS TON 6,865 16.50 113,250.00
576 ASPHALT CURING SEAL GAL 108,360 1.39 151,226.00
580 INCIDENTAL STONE BASE TON 85,475 17.94 1,533,855.65
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 19
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
583 SHOULDER BORROW CY 94,940 1.80 170,599.00
558 DITCHING LF 23,900 2.43 58,180.00
585 SHOULDER CONSTRUCTION MLF 2,196.02 554.42 1,217,516.36
568 SHOULDER RECONSTRUCTION MI 254.19 1,773.29 450,751.90
589 PRIME COAT GAL 20,044 1.62 32,572.50
586 MILLING BIT PAVEMENT ** SY 750,405 1.27 952,735.22
584 MILLN BIT PVMT ** - ** SY 494,021.61 1.72 851,413.68
581 MILL ASPH PVMT **-1/2" SY 458,744 1.16 531,096.69
579 MILL ASPH PVMT ** -**-1/2 SY 75,493 1.10 83,050.70
582 MILL ASPH PVMT **-1/2"-** SY 60,451 1.30 78,586.30
590 MILLED RUMBLE STRIPS LF 489,576 0.21 101,610.48
594 INCIDENTAL MILLING SY 13,795 8.86 122,171.40
593 ASPHALT CEMENT TON 204,803 136.97 28,052,123.61
569 WEDGING EXISTING PAVEMENT TON 2,725 50.00 136,250.00
597 ASPH CONC BASE CO, HB TON 520,009 25.55 13,288,287.66
598 SAND ASPH SURF CO,LEVELNG TON 23 31.00 713.00
600 SAND ASPH SURF CO, F1 TON 2,265 28.60 64,779.00
601 ASPH CONC BINDER CO, HDB TON 392,785 26.15 10,273,555.70
602 ASPH CONC BINDER CO, H TON 86,688 30.02 2,602,648.90
603 ASPH CONC SURF I-1, LEVLN TON 45,012 22.83 1,027,547.73
604 ASPH CONC SURFACE CO, I-1 TON 891,880 22.84 20,373,236.64
606 ASPH CONC SURF I-2, LEVLN TON 16,935 30.51 516,784.80
605 ASPH CONC SURFACE CO, I-2 TON 989,262 24.83 24,561,798.96
608 ASPH CONC SURF CO, HDS TON 593,873 25.81 15,326,535.77
607 ASPHALT FRICTION CO, J-1 TON 5,665 65.00 368,225.00
609 ASPH DRAINAGE CO, #78M TON 14,800 25.31 374,588.00
611 ASPH PM PAVEMENT REPAIR TON 14,277 88.43 1,262,461.50
612 PATCHING EXIST PAVEMENT TON 53,276 80.11 4,267,882.95
619 AST, MAT COAT, #6 STONE SY 391,649 0.82 322,755.85
631 AST, TRIPLE SEAL SY 1,220,661 0.94 1,146,997.93
669 11"PCC PVMT, THRU LANES SY 149,900 29.36 4,401,064.00
671 11"PCC PVMT, RAMPS SY 1,050 32.53 34,156.50
672 11"PCC PVMT, MISC SY 7,550 32.53 245,601.50
682 SURF TEST CONC PAVEMENT LS 3 13,694.67 41,084.00
683 LAB RENTAL PORT CEMENT LS 4 10,521.00 42,084.00
685 RIGHT OF WAY MARKERS EA 1,314 98.26 129,121.00
687 PIPE REMOVAL LF 34,045 5.87 200,019.80
690 SUBDRAIN EXCAVATION CY 19,296 6.09 117,609.77
691 SUBDRAIN FINE AGGREGATE CY 11,210 24.00 269,080.52
694 6" PERF SUBDRN PIPE LF 66,450 3.63 241,530.00
695 6" SUBDRN Y,T,OR L EA 1,994 11.53 23,002.00
698 CONC PAD SUBDRN OUTLET EA 130 192.00 24,960.56
707 6" OUTLET PIPE (SUBDRNS) LF 806 10.21 8,226.52
702 SHOULDER DRAIN LF 247,705 2.93 726,407.75
703 4" SHOULDER DRAIN PIPE LF 247,705 1.14 281,557.50
706 4" OUTLET PIPE (SH DRNS) LF 13,560 5.46 73,993.00
704 CONC PAD SHLDR DRN OUTLET EA 600 96.14 57,684.71
705 BLOTTING SAND TON 1,376 2.95 4,062.21
708 METAL FUNNELS EA 65 567.46 36,885.00
710 12"FUNNEL DRAIN PIPE LF 1,906 16.50 31,451.00
713 12"FUNNEL DRAIN ELBOWS EA 58 162.41 9,420.00
715 SAND CEMENT HEADWALLS SF 1,108 29.22 32,380.00
716 CONC ENDWALLS CL A CY 62.30 572.71 35,680.00
717 CONC ENDWALLS CL B CY 128.90 731.79 94,328.00
719 BRICK MASONRY ENDWALLS CY 98.70 585.66 57,805.00
721 REINF BRICK MASRY ENDWALL CY 44.90 804.63 36,128.00
722 REINF STEEL, ENDWALLS LB 4,061 1.16 4,705.35
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 20
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
724 PIPE COLLARS CY 86.72 713.98 61,916.75
726 PIPE PLUGS CY 15.95 878.93 14,022.45
732 MASNRY DRAINAGE STRUCT EA 1,402 1,022.07 1,432,943.85
733 MASNRY DRAINAGE STRUCT CY 50.58 713.09 36,068.00
734 MASNRY DRAINAGE STRUCT LF 248.61 202.42 50,323.21
740 FRAME W/2GRTS 840.***** EA 1 350.00 350.00
744 FRAME W/GRATE 840.***** EA 18 354.00 6,372.00
746 FRAME W/2GRTS 840.***** EA 93 290.21 26,990.00
748 FRAME-GRT-HD 840.03 ** EA 542 305.64 165,656.36
752 FRAME W/GRATE 840.13 EA 13 220.61 2,868.00
754 FRAME W/2GRTS 840.16 EA 79 284.44 22,471.08
757 FRAME W/2GRTS 840.20 EA 60 291.17 17,470.00
758 FRAME W/2GRTS 840.22 EA 301 301.63 90,792.00
762 FRAME W/2GRTS 840.24 EA 193 376.88 72,738.02
765 FRAME W/2GRTS 840.29 EA 44 304.77 13,410.00
759 FRAME W/2GRTS 840.33 EA 1 300.00 300.00
764 FRAME W/COVER 840.54 EA 25 315.26 7,881.62
735 CONC APRON FOR CATCHBASIN EA 8 350.00 2,800.00
736 CONC APRON FOR DROP INLET EA 10 446.50 4,465.00
772 CONCRETE RETAINING WALLS CY 730 356.42 260,184.40
785 **"X**" CONCRETE CURB LF 7,000 18.05 126,384.70
788 1'-6"CONC CURB & GUTTER LF 33,835 10.33 349,389.66
789 2'-6"CONC CURB & GUTTER LF 161,464 11.65 1,881,283.90
790 SHOULDER BERM GUTTER LF 31,494 11.07 348,578.95
795 CONCRETE FLUME EA 2 950.00 1,900.00
797 MODIFIED CONCRETE FLUME EA 1 1,000.00 1,000.00
796 CONC EXPRESSWAY GUTTER LF 4,160 17.96 74,720.00
798 4" CONCRETE VALLEY GUTTER SY 90 32.00 2,880.00
800 4" CONCRETE SIDEWALK SY 11,110 23.81 264,590.00
802 CONCRETE WHEELCHAIR RAMP SY 2,967 40.43 119,946.60
803 WHEELCHAIR RAMP EA 423 1,258.46 532,331.00
804 6" CONCRETE DRIVEWAY SY 6,656.78 39.18 260,788.10
806 4" CONCRETE PAVED DITCH SY 753.70 35.27 26,586.78
815 **" MONO CONC ISLANDS SY 830 30.00 24,900.00
818 5" MONO CONC ISLANDS SY 5,298 36.33 192,482.40
820 6" MONO CONC ISLANDS SY 2,453 39.14 96,005.00
838 CONC BARRIER LF 150 20.00 3,000.00
842 PC REINF BARRIER SNGL FC LF 1,535 70.39 108,050.00
844 ADJ CATCH BASINS EA 146 315.82 46,110.00
847 ADJ DROP INLETS EA 38 422.43 16,052.25
850 ADJ MANHOLES EA 1,904 318.76 606,917.20
853 ADJ METER OR VALVE BOXES EA 1,753 226.33 396,764.50
856 CONVERT CB TO JB EA 1 577.50 577.50
862 CONVERT DI TO JB EA 7 1,155.71 8,090.00
877 IMPACT ATTEN TYPE 350 EA 4 5,400.00 21,600.00
899 STL BM GUARDRAIL LF 171,432.50 9.82 1,684,452.51
902 SBGR SHOP CURVED LF 3,832.35 11.92 45,680.63
905 SBGR DOUBLE FACED LF 962.50 14.19 13,662.50
890 SBGR TERM SECT EA 12 40.00 480.00
911 W-TR SBGR TRANS SECTIONS EA 2 150.00 300.00
959 ADDIT GUARDRAIL POSTS EA 270 36.63 9,890.30
917 GR ANCHOR TYPE ********** EA 107 1,689.02 180,725.20
920 GR ANCHOR TYPE ********** EA 27 1,277.78 34,500.00
935 GR ANCHOR TYPE AT-1 EA 27 498.89 13,470.00
947 GR ANCHOR TYPE CAT-1 EA 192 580.55 111,465.44
948 GR ANCHOR TYPE MELT EA 315 1,009.50 317,993.31
924 GR ANCHOR TYPE VI (MOD) EA 19 1,157.89 22,000.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 21
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
933 GR ANCHOR TYPE X EA 1 1,000.00 1,000.00
934 GR ANCHOR TYPE XI EA 122 1,037.81 126,612.40
936 GR ANCHOR TYPE XI (MOD) EA 16 1,172.47 18,759.50
931 GR ANCHOR TYPE XIII EA 28 577.93 16,182.00
875 REMOVE & RESET GUARDRAIL LF 100 10.00 1,000.00
878 REMOVE EXISTING GUARDRAIL LF 50,964 0.97 49,535.50
881 REMVE & STKPILE GUARDRAIL LF 2,200 1.00 2,200.00
969 WOVEN WIRE FENCE 47" FAB LF 51,918 1.37 71,423.80
972 4" TIMBER POSTS *****LONG EA 4 20.00 80.00
975 4" TIMBER POSTS 7'-6"LONG EA 3,187 14.27 45,496.00
981 5" TIMBER POSTS 8'-0"LONG EA 1,107 30.41 33,661.00
999 CL FEN **" FAB W/TOP TEN LF 805 6.61 5,320.00
1002 CL FEN 48" FAB W/TOP TEN LF 66,875 2.63 175,886.60
1005 MET LINE PST **" CL FEN EA 4,268 34.88 148,892.50
1008 MET LINE PST 48" CL FEN EA 5,614 26.23 147,282.50
1011 MET TERM PST **" CL FEN EA 162 98.76 15,998.80
1014 MET TERM PST 48" CL FEN EA 357 81.84 29,216.00
1018 MET GATE PST **" CL FEN D EA 6 115.33 692.00
1021 ADDITIONAL BARBED WIRE LF 5,635 0.63 3,530.00
1026 ** STRAND BW FENCE W/POST LF 3,715 3.92 14,568.75
1029 TEMP **" WW FENCE W/POSTS LF 9,063 2.54 23,006.60
1032 WOVEN WIRE FENCE RESET LF 1,203 3.72 4,481.00
1036 CHAIN LINK FENCE RESET LF 30 20.00 600.00
1043 PLAIN RIP RAP, CLASS I SY 27 48.15 1,300.00
1045 PLAIN RIP RAP, CLASS I TON 16,278 27.82 452,939.30
1046 PLAIN RIP RAP, CLASS II TON 2,602 29.82 77,581.75
1060 PLAIN RIP RAP, CLASS A TON 1,048 36.73 38,493.50
1061 PLAIN RIP RAP, CLASS B TON 14,217 28.81 409,666.75
33 FILTER FABRIC FOR DRAINGE SY 80,485 2.03 163,307.21
1107 BLDG REMOVAL ITEM ** LS 224 821.80 184,083.00
1669 TYPE A SIGNS, FABRICATION SF 2,959.60 25.57 75,687.30
1670 TYPE B SIGNS, FABRICATION SF 562 23.69 13,312.40
1671 TYPE D SIGNS, FABRICATION SF 176 19.27 3,392.33
1672 TYPE E SIGNS, FABRICATION SF 1,312 12.65 16,599.28
1673 TYPE F SIGNS, FABRICATION SF 678 11.81 8,008.00
1723 OVRLYS FOR 'A'&'B'SIGNS SF 104 15.45 1,606.80
1675 MILEMARKERS, FABRICATION SF 56 23.05 1,290.88
1681 REINF CL A CONC FOOTINGS CY 166 532.91 88,463.85
1682 PLN CL A CONC FOOTINGS CY 34 627.80 21,345.37
1677 BREAKAWAY STL BM SUPPORT LB 129,443 2.45 317,876.53
1678 SIMPLE STL BM SUPPORTS LB 27,652 1.91 52,959.70
1679 3# STEEL U-CHANNEL POSTS LF 31,236 6.52 203,790.35
1680 2# STEEL U-CHANNEL POSTS EA 65 26.89 1,747.84
1663 TYPE A SIGNS, ERECTION EA 161 313.48 50,470.05
1664 TYPE B SIGNS, ERECTION EA 163 155.85 25,404.44
1666 TYPE D SIGNS, ERECTION EA 135 74.13 10,008.14
1667 TYPE E SIGNS, ERECTION EA 1,258 62.43 78,539.30
1668 TYPE F SIGNS, ERECTION EA 214 60.44 12,934.52
1674 MILEMARKERS, ERECTION EA 65 22.16 1,440.52
1707 OVERHEAD SIGN ASSEMBLY ** LS 32 39,690.06 1,270,082.00
1714 LITE SYS OVERHD SIGN ** LS 36 6,761.33 243,408.00
1732 R&D SIGNS ON 1 SUPPORT EA 5 25.17 125.85
1734 R&STK SIGNS ON 2 SUPPORTS EA 4 15.21 60.84
1735 R&D SIGNS ON 2 SUPPORTS EA 198 72.18 14,291.22
1738 R&D SUPPORTS EA 436 39.94 17,415.75
1740 REMV & DISPL OF FOOTINGS EA 405 126.87 51,381.10
1744 R&D SECONDARY SIGNS EA 3 250.00 750.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 22
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1753 R&D U CHNNEL POSTS EA 139 8.53 1,185.76
1756 R&D MILEMARKERS & POSTS EA 53 10.01 530.46
1757 R&D OVERHD SIGN ASSEMBLY EA 3 1,904.67 5,714.00
1727 R&D OF OVRHD SIGNS EA 23 165.86 3,814.90
1739 R&D LITE SYS FOR OVRHD SN EA 4 507.00 2,028.00
1763 ATT OVRHD SIGN/OVERHD STR EA 26 543.81 14,139.20
1764 R&D SIGN & U POST EA 1,147 14.76 16,930.26
1722 ATT OVERLAYS 'A'&'B' SIGN EA 1 175.00 175.00
1726 ERECT SIGNS ON NEW SUPP EA 17 249.52 4,241.80
1728 ERECT SIGNS ON NEW U-CHNL EA 34 25.59 870.21
2037 WORK ZONE SIGNS (FIXED) SF 33,270.95 9.30 309,566.01
2153 WORK ZONE SIGNS (PORTABLE SF 15,358 9.95 152,827.67
2047 WORK ZONE SIGNS (BARRICDE SF 4,955 8.25 40,859.70
2155 FLASHING ARROW PNL TYPE C EA 58 3,760.94 218,134.60
2146 CHANGEABLE MESSAGE SIGNS EA 38 12,072.06 458,738.36
2152 DRUMS EA 11,716 49.26 577,118.50
2161 WARNING FLAGS EA 326 28.21 9,195.64
2159 CONES EA 5,077 20.15 102,299.50
2040 BARRICADES (TYPE III) LF 10,825 13.79 149,329.84
2163 FLAGGER HR 42,325 13.07 553,291.00
2164 FLAGGER MD 4,703 134.43 632,245.00
2154 WARNING LIGHTS (TYPE B) EA 159 217.07 34,515.08
2133 TEMPORARY CRASH CUSHIONS EA 67 9,648.93 646,478.36
2135 RESET TEMP CRASH CUSHION EA 47 1,773.38 83,349.00
2137 TRUCK MTD IMP ATTN 45 MPH EA 43 7,027.67 302,190.00
2145 TRUCK MTD IMP ATTN 60 MPH EA 22 10,487.04 230,715.00
2058 PORT CONC BARRIER LF 94,830 13.16 1,248,239.00
2069 PORT CONC BARRIER(ANCHRD) LF 1,540 33.39 51,420.00
2059 PORT CONC BARRIER(DRAINGE LF 23,060 21.34 492,140.00
2061 RESET PORT CONC BARRIER LF 266,125 3.17 843,920.00
2075 RESET PORT CONC BARR,ANCH LF 1,355 13.25 17,950.00
2166 POLICE HR 591 27.11 16,025.00
2132 TUBULAR MARKERS, FIXED EA 200 35.00 7,000.00
2174 GUIDE SIGN RELOC TMP EA 42 574.52 24,130.00
2175 GUIDE SIGN TMP COVER OVER EA 12 231.25 2,775.00
2177 GUIDE SIGN TMP COVER GRD EA 14 222.19 3,110.62
2178 BACKFILL MATERIAL LF 5,200 4.00 20,800.00
2060 PORT BARR, STATE FURNISHD LF 9,360 8.00 74,880.00
2149 CHANGEABLE SIGNS, SF EA 5 1,500.00 7,500.00
2088 REM TAPE PVMT MRKINGS 4" LF 98,140 1.14 111,565.00
2094 REM TAPE PVMT MRKINGS 8" LF 1,600 2.04 3,264.00
2091 TAPE PVMT MARKINGS 4"Y LF 102,450 1.18 121,280.50
2120 TAPE SYMBOL STR ARR W EA 3 153.06 459.18
2025 TEMP RAISED PVT MARKERS EA 9,508 4.42 42,054.00
2018 RAISED MRKRS CRYSTAL EA 3,166 3.28 10,393.50
2020 RAISED MRKRS CRY & RED EA 1,412 4.17 5,884.00
2021 RAISED MRKRS YEL & YEL EA 1,570 5.38 8,443.75
1710 GRDRAIL DELIN TEMP CRYST EA 328 6.28 2,059.72
1711 BARRIER DELIN TEMP CRYST EA 1,196 8.34 9,980.50
1712 BARRIER DELIN TEMP YELLOW EA 1,027 9.15 9,402.50
2046 TEMPORARY SBGR LF 6,312.50 6.32 39,870.50
2049 TEMP SBGR TERMINAL SECT EA 1 25.00 25.00
2052 GR ANCHOR TYP ***** TEMP EA 42 676.35 28,406.60
2055 GR ANCHOR TYP ***** TEMP EA 22 1,371.27 30,168.00
2056 GR ANCHOR TYP BCT-1 TEMP EA 3 383.33 1,150.00
1768 THERMO PVT MKG LINES 4"90 LF 6,495,234 0.30 1,975,034.40
1769 THERMO PVT MKG LINE 4"120 LF 6,084,728 0.37 2,264,905.97
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 23
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1770 4"W THERMO 90 MILS LF 1,524,401 0.31 468,364.20
1771 4"W THERMO 120 MILS LF 233,644 0.38 88,607.36
1776 6"WIDE THERMO 120 MILS LF 590 0.75 446.00
1772 8"WIDE THERMO 90 MILS LF 27,663 0.96 26,534.95
1779 THERMO PVT MKG LINE 8"120 LF 23,199 1.46 33,805.78
1774 8"W THERMO 120 MILS LF 9,391 1.18 11,117.75
1784 12"WIDE THERMO 120 MILS LF 84 2.00 168.00
1785 THERMO LINES 16" 120MILS LF 700 2.94 2,057.50
1775 24"WIDE THERMO 120 MILS LF 16,920 4.34 73,385.15
1807 4"Y THERMO LINE 90 M LF 203,662 0.33 68,293.83
1778 4"Y THERMO 120 MILS LF 178,201 0.45 79,736.91
1780 8"Y THERMO 90 MILS LF 10,743 0.81 8,715.80
1781 8"Y THERMO 120 MILS LF 1,800 0.92 1,650.00
1827 TP SYMBOL 'RXR' 120M EA 13 209.23 2,720.00
1830 THERMO CHARACTER 120MILS EA 208 56.91 11,838.14
1833 TP MESSGE 'ONLY' 120M EA 27 81.94 2,212.50
1836 TP SYMBOL LEFT ARROW EA 62 77.16 4,783.75
1839 TP SYMBOL RT ARROW EA 107 71.34 7,633.96
1842 TP SYMBOL STRGHT ARROW EA 279 70.58 19,691.68
1841 THERMO PVT SYM LFT & STR EA 153 61.74 9,447.00
1844 THERMO SYMB LFT STR & RT EA 2,850 72.89 207,731.40
1845 TP SYMB STRGHT & LT ARROW EA 19 126.78 2,408.75
1846 THERMO SYMB LFT & RT ARRO EA 227 78.50 17,820.00
1847 THERM SYMB STR & RT & LFT EA 403 124.63 50,226.00
1848 TP SYMB STRGHT & RT ARROW EA 243 117.21 28,483.40
1850 TP SYMB LT STR RT ARROW EA 4 149.50 598.00
1851 TP SYMB RAMP ARROW EA 8 74.57 596.60
1854 THERMO PVT SYMBOL 90MILS EA 1,904 63.30 120,521.96
1857 4" EPOXY PVT MKG LINES LF 189,500 0.47 89,795.00
1858 8" EPOXY PVT MKG LINES LF 4,000 0.89 3,544.00
1861 4"Y EPOXY LINES LF 44,000 0.31 13,640.00
1905 EPOXY SYM STRAIGHT ARROW EA 3 153.06 459.18
1920 4" COLD APPL PLSTIC LINES LF 4,220 1.13 4,755.00
1924 4"Y COLD PLSTIC LINES LF 2,800 1.05 2,940.00
2065 PAINT PVMT MKG LINES (**) LF 5,938,749 0.06 359,955.56
2073 PAINT PVMT MARKINGS 4" LF 3,393,859 0.12 422,926.79
2077 PAINT PVMT MARKINGS 6" LF 500 0.12 60.00
2079 PAINT PVMT MARKINGS 8" LF 93,665 0.15 14,463.50
2078 PAINT PVMT MARKINGS 12" LF 4,500 0.15 675.00
2085 PAINT PVMT MRKG LINES 24" LF 3,172 1.99 6,322.00
2076 PAINT PVMT MARKINGS 4"Y LF 929,598 0.14 130,049.07
2082 PAINT PVMT MARKINGS 8"Y LF 103,354 0.16 16,874.50
2104 PAINT SYMBOL 'RXR' W EA 6 150.00 900.00
2107 PAINT PVT MKG CHARACTER EA 28 16.43 460.00
2110 PAINT MESSGE 'ONLY' W EA 29 55.62 1,613.00
2113 PAINT PVT MKG SYMBOL EA 279 35.79 9,987.00
2116 PAINT SYMBOL RT ARR W EA 88 35.51 3,125.00
2119 PAINT SYMBOL STR ARR W EA 123 35.37 4,350.13
1998 PT PVT MKG SYBM LT STR RT EA 375 35.50 13,311.00
2122 PAINT SYMBOL STR & LT W EA 14 59.28 830.00
2125 PAINT SYMBOL STR & RT W EA 82 65.36 5,360.00
2002 PT PVT MKG SYM COMBOS EA 37 76.42 2,827.50
2100 LINE REMOVAL 4" WIDE LF 406,383 0.42 171,931.46
2102 LINE REMOVAL 8" WIDE LF 3,010 0.72 2,174.50
2129 LINE REMOVAL 24" WIDE LF 188 4.40 828.00
2127 SYMBOLS ETC REMOVAL EA 26 57.29 1,489.50
2001 CURING COMP REMOVAL LINES LF 267,280 0.31 83,855.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 24
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2004 CURING COMP REMOVAL SYMB EA 3 35.71 107.13
2010 PERM RAIS PVT MARKERS EA 28,797 4.20 121,102.87
2013 RAISED MRKRS PERM CRYSTAL EA 3,547 3.28 11,650.45
2016 RAISED MRKRS PERM CRY&RED EA 13,310 4.14 55,102.98
2006 RAISED MRKRS PERM YEL EA 125 3.64 455.00
2022 RAISED MRKRS PERM YEL&YEL EA 39,677 3.83 152,109.16
2024 RAISED MRKRS PERM YEL&RED EA 18 5.00 90.00
2007 SNO PLOWB RAIS PVT MKRS EA 8,420 35.87 302,013.10
2009 SNO PLOWB MRKS (YEL & YEL EA 3,147 32.81 103,249.00
2008 SNO PLOWB MRKS (CRY & RED EA 2,625 30.32 79,581.50
2011 SNO PLOWB MRKS YEL & RED EA 146 35.00 5,110.00
2057 GRDRAIL DELIN PERM CRYS EA 3,401 6.04 20,535.50
2062 GRDRAIL DELIN PERM YELLOW EA 841 4.63 3,896.55
1698 BARRIER DELIN PERM CRYST EA 633 7.44 4,709.46
1699 BARRIER DELIN PERM YELLOW EA 175 6.21 1,086.46
2050 GRDRAIL END DELINEATION EA 417 34.41 14,348.03
1695 7' U-CHANNEL POSTS EA 11 80.00 880.00
1718 FLXBL DELINTR (CRYSTAL) EA 772 30.05 23,198.21
1720 FLXBL DELINTR (YELLOW) EA 251 29.42 7,384.13
1721 FLXBL DELINTR (CRY & RED) EA 111 102.23 11,347.20
1733 FLXBL DELINTR (YEL & RED) EA 110 29.04 3,194.60
2072 OBJECT MARKERS, TYPE 2 EA 15 100.00 1,500.00
1703 OBJECT MARKERS, TYPE 3 EA 32 93.56 2,994.00
1704 OBJECT MARKERS, END OF RD EA 24 48.75 1,170.00
1191 100' HIGH MOUNT STANDARD EA 8 9,165.75 73,326.00
1196 PORTABLE DRIVE UNIT EA 2 2,745.00 5,490.00
1200 HIGH MOUNT FOUNDATIONS CY 33.60 575.00 19,320.00
1204 HM LUMINAIRES *********** EA 32 600.50 19,216.00
1205 LITE STD MTLT *********** EA 99 1,394.83 138,088.00
1218 STD FOUNDATIONS ********* EA 99 446.01 44,155.00
1221 LITE STD RDW 250W HPS EA 32 200.00 6,400.00
1222 LITE STD RDW 400W HPS EA 67 283.00 18,961.00
1246 SERVICE POLES *********** EA 4 437.50 1,750.00
1250 SERVICE LATERAL ********* LF 310 13.55 4,200.00
1253 LITE CONTRL RW ********** EA 4 6,900.00 27,600.00
1260 ELECT DUCT BD, SIZE ***** LF 2,705 4.63 12,532.50
1261 ELECT DUCT JA, SIZE ***** LF 914 19.41 17,745.00
1237 **-#4 W/G FEEDER CIRCUIT LF 3,840 2.06 7,920.50
1239 **-#2 W/G FEEDER CIRCUIT LF 2,135 2.50 5,337.50
1245 **-#6 W/G FEEDR N *****" LF 17,530 5.20 91,160.00
1247 **-#4 W/G FEEDER N *****" LF 8,245 5.11 42,126.00
1249 **-#2 W/G FEEDER N *****" LF 5,430 4.21 22,843.00
1285 ELECT JUNCT BOXES ******* EA 35 250.00 8,750.00
1290 PORTABLE LIGHTING LS 8 38,250.12 306,001.00
1484 FND CONDIT MAT CL ******* TON 8,888 16.12 143,301.25
1480 BEDDING MATL, CL ******** TON 14,538 13.60 197,697.25
1485 PVMT REPAIR UTILITY WORK TON 1,024 123.79 126,757.50
1445 CLASS B CONC ENCASMENT CY 168 116.00 19,488.00
1322 6" DI WATER PIPE ******** LF 188 16.85 3,167.80
1323 8" DI WATER PIPE ******** LF 385 18.70 7,199.50
1325 12"DI WATER PIPE ******** LF 258 31.58 8,146.80
1327 16"DI WATER PIPE ******** LF 10 64.00 640.00
1329 24"DI WATER PIPE ******** LF 9,883 52.00 513,916.00
1306 4" DI WATER PIPE PC 350 LF 40 30.00 1,200.00
1307 6" DI WATER PIPE PC 350 LF 10,063 22.97 231,191.70
1308 8" DI WATER PIPE PC 350 LF 20,375 23.09 470,567.50
1310 12" DI WATER PIPE PC 350 LF 29,178 27.41 799,869.40
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 25
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1311 16" DI WATER PIPE PC **** LF 5,286 41.62 220,023.50
1313 24" DI WATER PIPE PC **** LF 3,904 59.76 233,300.00
1292 **"DI RES JT WAT P******* LF 260 87.20 22,672.00
1293 6" DI RES JT WAT P******* LF 20 28.50 570.00
1296 12"DI RES JT WAT P******* LF 922 44.72 41,228.50
1297 16"DI RES JT WAT P******* LF 1,052 62.44 65,685.20
1298 DI RES JT FITTNS ******** LB 345 3.00 1,035.00
1316 3/4"CU WATER PIPE TYPE ** LF 7,004 12.68 88,787.40
1317 1" CU WATER PIPE TYPE ** LF 530 14.72 7,801.25
1340 1" PE WAT PIPE SDR7, 160# LF 250 5.25 1,312.50
1342 2" PE WAT PIPE SDR7, 160# LF 54 6.30 340.20
1355 2"PVC WATER PIPE ******** LF 15 12.00 180.00
1356 4"PVC WATER PIPE ******** LF 1,309 10.09 13,210.00
1357 6"PVC WATER PIPE ******** LF 4,611 11.24 51,833.00
1358 8"PVC WATER PIPE ******** LF 2,471 19.25 47,579.00
1360 12"PVC WATER PIPE******** LF 15,809 20.22 319,684.00
1361 4" PVC WATER C900 ** **** LF 1,001 16.60 16,616.60
1363 8" PVC H2O P C900 ** *** LF 1,517 22.98 34,869.00
1364 DI H2O FITTINGS 250# MIN LB 146,849 2.93 430,656.95
1336 2" GS WATER PIPE SCH ** LF 1,040 13.49 14,034.80
1343 3/4"PE WAT TUBN SDR9 **** LF 151 11.75 1,775.00
1344 1"PE WAT TUBING SDR9 **** LF 1,712 6.50 11,128.00
1346 2"PE WAT TUBING SDR9 **** LF 150 10.00 1,500.00
1368 3/4" CORPORATION STOP EA 178 115.70 20,594.00
1369 1" CORPORATION STOP EA 48 102.13 4,902.50
1370 1-1/2" CORPORATION STOP EA 2 242.50 485.00
1371 2" CORPORATION STOP EA 22 206.79 4,549.50
1397 **" GATE V&VB *****WP EA 9 690.67 6,216.00
1398 6" GATE V&VB *****WP EA 157 508.85 79,889.50
1399 8" GATE V&VB *****WP EA 48 692.81 33,255.00
1401 12" GATE V&VB *****WP EA 35 1,149.14 40,220.00
1403 16" BUTTERFLY V&VB EA 8 2,906.25 23,250.00
1404 24" BUTTERFLY V&VB EA 2 4,200.00 8,400.00
1425 **"AIR RELEASE VALVE & MH EA 1 1,900.00 1,900.00
1413 6" TAPN SLVE V&VB *****WP EA 1 2,150.00 2,150.00
1416 12"TAPN SLVE V&VB *****WP EA 1 4,777.50 4,777.50
1419 **X**"TAPN SLVE *****WP EA 10 3,644.00 36,440.00
1422 **"X **" TAPPING SADDLE EA 33 220.18 7,266.00
1421 **"X3/4" TAPPING SADDLE EA 23 260.87 6,000.00
1449 **" BLOW OFF ASSEMBLY EA 2 3,785.00 7,570.00
1450 2" BLOW OFF ASSEMBLY EA 7 1,312.86 9,190.00
1426 8" TRANSIT COUPLN ******* EA 1 100.00 100.00
1431 16"TRANSIT COUPLN ******* EA 3 1,251.67 3,755.00
1439 RELOCATE EXIST WAT METER EA 85 495.20 42,092.00
1442 REMOVE EXIST WATER METER EA 9 171.11 1,540.00
1430 FIRE HYDRANTS, *****WP EA 83 1,236.41 102,622.00
1433 RELOCATE EXIST FIRE HYD EA 27 753.52 20,345.00
1436 REMV & STKPL EX FIRE HYD EA 3 315.00 945.00
1487 **" PVC SEWER PIPE, SDR** LF 1,400 50.86 71,210.00
1488 4" PVC SEWER PIPE, SDR ** LF 13 52.50 682.50
1490 8" PVC SEWER PIPE, SDR ** LF 1,079 30.67 33,097.50
1492 12" PVC SEWER PIPE, SDR** LF 1,018 21.00 21,378.00
1494 **"PVC FORCE M SDR******* LF 73 40.00 2,920.00
1496 6"PVC FORCE MN SDR******* LF 493 25.00 12,325.00
1534 4" DI SEWR PIPE CL ***** LF 100 21.00 2,100.00
1536 8" DI SEWR PIPE CL ***** LF 810 33.00 26,730.00
1537 10"DI SEWR PIPE CL ***** LF 446 37.00 16,502.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 26
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1501 4" DI SEWER PIPE PC 350 LF 1,500 22.00 33,000.00
1502 6" DI SEWER PIPE PC 350 LF 475 24.00 11,400.00
1503 8" DI SEWER PIPE PC 350 LF 1,970 40.63 80,048.40
1504 10" DI SEWER PIPE PC 350 LF 604 33.35 20,143.40
1505 12" DI SEWER PIPE PC 350 LF 7,340 70.69 518,842.00
1506 16" DI SEWER PIPE PC *** LF 102 83.00 8,466.00
1507 18" DI SEWER PIPE PC *** LF 4,376 70.00 306,320.00
1515 **"DI FORC MAIN PC ***** LF 974 36.10 35,161.40
1574 DI SS PIPE FITNS ******* LB 1,750 3.15 5,520.50
1564 8" VC SEWER PIPE LF 3,636 24.20 87,991.20
1566 12" VC SEWER PIPE LF 292 30.30 8,847.60
1622 SANITARY SEWER CLEAN-OUT EA 34 193.03 6,563.00
1581 4'DIA PC SS MH 0-6' EA 111 1,501.17 166,630.00
1585 5'DIA PC SS MH 0-6' EA 6 1,600.00 9,600.00
1600 PC CONC MH WALL 4'D 6'+ LF 565.40 139.58 78,919.00
1601 PC CONC MH WALL 5'D 6'+ LF 57 160.00 9,120.00
1588 SS MH OUTSIDE DROP ASSMBL LF 66 182.12 12,020.00
1644 FIL OR REMV **" PIPE, *** LF 4,576 17.58 80,464.00
1645 FIL OR REMV 6" PIPE, **** LF 2,495 8.00 19,960.00
1646 FIL OR REMV 8" PIPE, **** LF 14,423 3.12 44,997.50
1647 FIL OR REMV 10" PIPE, *** LF 1,729 3.93 6,802.95
1648 FIL OR REMV 12" PIPE, *** LF 7,085 9.59 67,950.55
1649 FIL OR REMV 16" PIPE, *** LF 5,562 10.38 57,760.70
1604 BRK DN,PLUG & FILL UT MH EA 134 361.27 48,410.00
1613 BREAK DOWN & REBUILD MH EA 3 1,895.00 5,685.00
1616 REMOVE EXISTING MANHOLE EA 9 478.89 4,310.00
1470 18"STL NCAS PIPE *****"OC LF 56 31.00 1,736.00
1471 24"STL NCAS PIPE *****"OC LF 139 61.18 8,504.00
1473 36"STL NCAS PIPE *****"OC LF 36 160.00 5,760.00
1474 **"STL NCAS PIPE *****B&J LF 767 274.84 210,800.00
1475 12-3/4"NCAS PIPE *****B&J LF 70 145.00 10,150.00
1476 18"STL NCAS PIPE *****B&J LF 171 126.04 21,552.50
1477 24"STL NCAS PIPE *****B&J LF 386 219.53 84,739.00
1479 36"STL NCAS PIPE *****B&J LF 209 277.51 58,000.00
1090 TEMPORARY SILT FENCE LF 149,091 2.45 364,759.05
1100 EROS CONTRL STONE CL A TON 278 37.57 10,445.00
1101 EROS CONTRL STONE CL B TON 36,409 29.88 1,088,105.60
1099 SEDIMENT CONTROL STONE TON 25,386 25.01 634,839.40
1084 TEMPORARY MULCHING ACR 1,508.90 313.77 473,446.75
1068 SEED FOR TEMP SEEDING LB 66,734 3.07 205,257.00
1069 FERT FOR TEMP SEEDING TON 273.09 452.47 123,564.76
1085 TEMPORARY SLOPE DRAINS LF 26,625 9.05 241,038.50
1097 INLET PROTCN @ SLOPE DRNS EA 567 137.87 78,174.00
42 SILT EXCAVATION CY 218,191 5.17 1,129,184.50
1059 SYNTHETIC ROVING SY 96,420 1.68 162,148.50
1076 MATTING FOR EROS CONTROL SY 129,022 1.71 221,010.99
1102 1/4" HARDWARE CLOTH LF 28,545 4.06 115,931.00
1109 **" TEMPORARY PIPE LF 1,130 23.90 27,010.50
1110 FLOAT TURBIDITY CURTAIN SY 3,320 8.84 29,350.00
44 **X**X** CSP T RISER 064" EA 5 1,590.00 7,950.00
45 **X**X** CSP T RISER 079" EA 3 2,033.33 6,100.00
46 **X**X** CSP T RISER 109" EA 1 2,300.00 2,300.00
1096 STILLING BASINS CY 4,813 19.62 94,451.40
1079 SELECT TREE REMOVAL, 6" EA 10 100.00 1,000.00
1064 SEEDING AND MULCHING ACR 2,202.46 1,163.36 2,562,263.74
1067 MOWING ACR 854.27 30.69 26,219.33
1070 SEED FOR REPAIR SEEDING LB 17,471 6.46 112,908.30
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 27
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1071 FERT FOR REPAIR SEEDING TON 59.27 490.50 29,072.09
1072 SEED FOR SUPP SEEDING LB 44,273 2.17 96,263.15
1074 SODDING SY 81,440 5.24 427,231.75
1075 WATER M/G 431.52 43.71 18,863.54
1077 FERTILIZER TOPDRESSING TON 1,311.68 339.52 445,336.58
1103 IMPERVIOUS DIKE LF 2,750 57.04 156,868.25
1104 SPECIALIZED HAND MOWING HR 292.50 61.22 17,907.71
1105 RESPONSE FOR EROS CONTROL EA 249 208.44 51,902.48
2419 SUGAR MAPLE EA 36 110.00 3,960.00
2453 SOURWOOD EA 5 95.00 475.00
2493 JAPANESE BLACK PINE EA 110 107.00 11,770.00
2513 CANADA HEMLOCK EA 65 80.00 5,200.00
1092 REFORESTATION ACR 136.55 668.62 91,300.25
2729 MULCH FOR PLANTING CY 4,596 27.47 126,262.00
2731 WATER FOR PLANTING M/G 63 81.51 5,135.00
2732 PLANT BED FUMIGATION SY 40,045 1.48 59,175.25
2853 3/4"POST TYPE YARD HYDRNT EA 1 570.00 570.00
2738 1 SECT 8" SIG HEAD EA 2 350.00 700.00
2739 1 SECT 12" SIG HEAD EA 2 187.50 375.00
2741 3 SECT 12" SIG HEAD EA 133 470.42 62,566.00
2743 4 SECT 12" VERTICL SIG HD EA 3 800.83 2,402.50
2745 4 SECT 12" TEE SIG HEAD EA 11 560.00 6,160.00
2747 5 SECT 12" SIG HEAD EA 30 745.17 22,355.00
2769 RELOC 3 SECT 12" SIG HD EA 15 323.33 4,850.00
2775 RELOC 5 SECT 12" SIG HE EA 2 470.00 940.00
2786 BKPLATE FOR 3 SECT 12"SIG EA 15 110.00 1,650.00
2861 BKPLATE FOR 4 SECT 12"TSI EA 4 185.00 740.00
2863 BKPLATE FOR 5 SECT 12"SIG EA 6 210.00 1,260.00
2872 SIGN EA 44 183.06 8,054.75
2734 12-4 TRAFFIC SIG CABLE LF 1,685 1.83 3,084.50
2735 12-7 TRAFFIC SIG CABLE LF 14,190 1.64 23,274.75
2878 1/4" MESSENGER CABLE LF 250 2.00 500.00
2877 3/8" MESSENGER CABLE LF 9,975 1.53 15,230.40
2901 AERIAL FIBER OPTIC CABLE LF 1,030 2.35 2,423.00
2905 UNDERGRD FIBR OPTIC CBL LF 2,700 2.50 6,750.00
2939 INTERCONNECT CENTER EA 9 3,555.55 32,000.00
2912 2-8 PHASE CONTRL & CAB EA 16 9,332.41 149,318.50
2915 INSTL 2-8 PH CONTRL & CAB EA 1 2,500.00 2,500.00
2918 MOD CONTRL & CABINET EA 2 13,700.00 27,400.00
2922 FOUNDAT FOR CONTRLR CABNT EA 21 506.70 10,640.75
2920 BEACON CONTRL ASSM & CBNT EA 1 620.00 620.00
2896 INDUCTIVE LOOP SAWCUT LF 21,983 3.61 79,473.95
2883 INDUCTIVE LOOP (6'X 6') EA 43 355.23 15,275.00
2898 INDUCTIVE LOOP (6'X 30'QD EA 4 627.50 2,510.00
2899 INDUCTIVE LOOP (6'X 40'QD EA 27 769.81 20,785.00
2900 INDUCTIVE LOOP (6'X 60'QD EA 20 986.25 19,725.00
2903 PF IND LOOP 6'X **' W/**' EA 2 557.70 1,115.40
2904 LEAD-IN CABLE LF 52,085 1.10 57,537.75
2907 2" PVC CONDUIT LF 13,830 1.17 16,131.20
2908 TRENCHING (UNPAVED) LF 23,615 2.41 57,053.00
2909 TRENCHING (PAVED) LF 605 16.71 10,111.50
2902 TWO-CHNL DETECTOR UNIT EA 72 299.77 21,583.80
2925 PULL BOX EA 131 221.59 29,028.46
2940 OVER-SIZED PULL BOX EA 9 357.78 3,220.00
2928 WOOD POLE EA 82 527.35 43,242.50
2926 1" RISER WITH WEATHERHEAD EA 21 297.36 6,244.50
2927 2" RISER WITH WEATHERHEAD EA 82 264.79 21,712.60
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 28
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2751 GUY ASSEMBLY EA 164 166.16 27,251.00
2929 METAL POLE EA 4 3,450.00 13,800.00
2930 METAL POLE WITH MAST ARM EA 4 4,600.00 18,400.00
2756 RIGID SIG HEAD MOUNTING EA 10 175.00 1,750.00
2791 RIGID SIGN MOUNTING BRACK EA 1 175.00 175.00
2933 FOUNDATION FOR METAL POLE EA 8 3,400.00 27,200.00
2936 JACKING & BORING LF 400 36.00 14,400.00
2176 MOBILIZATION (STRUCTURES) LS 1 110,000.00 110,000.00
2179 CM&R TEMP STR *********** LS 3 159,755.25 479,265.76
2181 TEMP RR SHORING B**,***** LS 4 1.00 4.00
2182 REMV EXIST STR ********** LS 5 73,600.00 368,000.00
2183 REMV EXIST STRS ********* LS 1 159,883.00 159,883.00
2185 REMV EXIST STR ********** LS 20 24,607.63 492,152.61
2191 REMV EXIST STR ********** LS 12 12,641.67 151,700.00
2194 FOUNDATION EXCAVATION CY 1,809 10.00 18,090.00
2197 FOUNDATN EXCAV RET WALL CY 3,648.30 34.32 125,199.00
2200 FND EXCAV EB** STA******* LS 1 2,000.00 2,000.00
2203 FND EXCAV B** STA ******* LS 24 7,512.71 180,305.00
2204 **'-**" DRILLD PIER NO RK LF 1,823.20 393.00 716,515.72
2205 **'-**" DRILLD PIER IN RK LF 938.80 1,100.83 1,033,462.20
2207 **' - **" DIA STL CASING LF 3,320.84 261.65 868,897.93
2206 UNCLASSIFIED STR EXCAV CY 8,280 9.18 76,056.00
2208 CULV EXCAV *********** LS 43 19,066.28 819,850.00
2211 FND CONDIT MAT, BOX CULV TON 9,514 26.60 253,039.40
2217 REINF CONCRETE DECK SLAB SF 486,347 12.87 6,260,086.31
2218 REINF CONC DECK SLAB,LTWT SF 215,579 14.50 3,125,895.50
2219 GROOVING BRIDGE FLOORS SF 614,763.60 0.43 266,754.91
2221 CLASS AA CONC (BRIDGE) CY 8,956.80 362.96 3,250,940.00
2222 CLASS A CONCRETE (BRIDGE) CY 9,188.80 411.08 3,777,317.95
2228 CLASS A CONCRETE (CULV) CY 18,977 233.98 4,440,228.54
2231 CLASS A CONCRETE RET WALL CY 1,503.90 353.35 531,406.70
2365 BRG APPR SLAB *********** LS 49 23,139.19 1,133,820.42
2234 REINF STEEL (BRIDGE) LB 1,878,211 0.52 977,058.57
2237 EPOXY COAT REINF STL BRDG LB 2,453,760 0.50 1,239,096.10
2243 SPIRAL COL REINF STL BRG LB 193,318 0.88 170,664.23
2246 REINF STEEL (CULVERT) LB 2,729,886 0.53 1,446,693.91
2249 REINF STEEL (RET WALL) LB 108,626 0.92 100,297.00
2252 36" PRESTR CONCRETE GIRDR LF 1,803.73 104.48 188,462.20
2253 45" PRESTR CONCRETE GIRDR LF 2,424.10 104.86 254,196.78
2254 54" PRESTR CONCRETE GIRDR LF 16,680.72 114.20 1,904,999.14
2255 STRUCTURAL STEEL LS 8,665,769 1.02 8,808,750.00
2262 PAINTING STR STL ******** LS 3 16,000.00 48,000.00
2275 TREATED TIMBER PILES LF 6,435 17.00 109,395.00
2278 12" PRESTR CONC PILES LF 7,840 39.66 310,940.00
2281 20" PRESTR CONC PILES LF 12,966 46.43 602,004.20
2290 HP12X53 PILES LF 58,570 22.01 1,289,315.59
2299 HP14X73 PILES LF 3,775 32.77 123,703.50
2303 STEEL PILE POINTS EA 161 99.44 16,010.00
2304 STEEL PILE TIPS EA 2 530.00 1,060.00
2301 PNTING STL PILES @ ****** LS 4 81,100.00 324,400.00
2341 TWO BAR METAL RAIL LF 560.97 80.92 45,391.50
2344 THREE BAR METAL RAIL LF 1,283.40 127.34 163,429.58
2350 *****"GALV STL PIPE RAIL LF 3,202.50 110.00 352,275.00
2353 CONCRETE BARRIER RAIL LF 22,481.35 36.23 814,551.93
2354 CONCRETE MEDIAN BARRIER LF 2,492 32.74 81,586.00
2355 1'-**"X*****"CONC PARAPET LF 585.46 52.30 30,622.72
2357 **" CHAIN LINK FENCE LF 713.07 78.25 55,794.90
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 29
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2389 4" SLOPE PROTECTION SY 30,449 34.54 1,051,652.50
2361 SURFACE PREP, CLASS I SY 3,182 17.64 56,143.00
2363 SURFACE PREP, CLASS II SY 89 214.49 19,090.00
2364 SURFACE PREP, CLASS III SY 58 250.00 14,500.00
2375 LATEX MOD CONC OVERLAY CY 164.20 625.33 102,680.00
2376 PLACING LATEX MOD CONC SY 4,700 32.19 151,277.00
2381 PLAIN RIP RAP B TON 6,273 42.01 263,510.00
2382 PLAIN RIP RAP II (2'-0") TON 7,649 33.04 252,740.80
2378 FILTER FABRIC FOR RIP RAP SY 2,085 2.00 4,170.00
2371 TFE EXPANS BEARING ASSMBL LS 2 9,500.00 19,000.00
2372 POT BEARINGS LS 6 69,569.17 417,415.00
2374 ELASTOMERIC BEARINGS LS 20 14,500.12 290,002.43
2390 EVAZOTE JOINT SEALS LS 17 13,153.55 223,610.38
2392 EXPANSION JOINT SEALS LS 3 49,000.00 147,000.00
2393 MODULAR EXP JOINT SEALS LS 1 112,000.00 112,000.00
2395 PREFORM COMP JOINT SEALS LS 2 31,500.00 63,000.00
2398 ELEC CONDUIT SYS ******** LS 5 7,600.00 38,000.00
2401 ELEC CONDUIT SYS ******** LS 1 2,830.11 2,830.11
2410 3'-0"X 1'-6"PRESTR SLABS LF 1,490.55 64.00 95,395.20
2413 3'-0"X 1'-9"PRESTR SLABS LF 8,123.32 73.90 600,297.40
2411 REINF EARTH WALL********* LS 2 219,000.00 438,000.00
MISC. ITEMS NOT INCLUDED IN ABOVE ITEM LIST.
MISC. GRADING 3,790,039.55
MISC. DRAINAGE 853,065.50
MISC. PAVING 28,160,688.72
MISC. FENCING 390,044.20
MISC. LANDSCAPING 1,354,983.80
MISC. SIGNS 508,280.01
MISC. SIGNALIZATN 197,741.25
MISC. LIGHTING 12,000.00
MISC. UTILITIES 3,189,827.20
MISC. CULVERTS 4,008.00
MISC. RETAIN WALLS 1,488,731.00
MISC. BRIDGES 8,027,127.60
MISC. OTHER 3,659,381.50
MISC. ELECTRICAL 166,602.00
TOTALS FOR ALL ITEMS IN EACH WORK GROUP.
TOTAL GRADING 60,921,579.28
TOTAL DRAINAGE 12,932,366.36
TOTAL PAVING 181,433,691.73
TOTAL FENCING 1,067,523.40
TOTAL BUILDINGS 226,739.35
TOTAL LANDSCAPING 10,619,735.17
TOTAL SIGNS 3,140,301.96
TOTAL SIGNALIZATN 1,091,262.06
TOTAL LIGHTING 884,921.50
TOTAL UTILITIES 10,130,365.50
TOTAL CULVERTS 7,118,349.96
TOTAL RETAIN WALLS 2,683,633.70
TOTAL BRIDGES 52,179,765.56
TOTAL OTHER 20,732,927.87
TOTAL ELECTRICAL 12,838,873.74
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 30
GRAND TOTAL 378,002,037.14
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 31
AVERAGE UNIT BIDS
DIVISION 01
DATE 9801-9812
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 1998 *****
05/01 R-2551 8.T051402 DARE 311,543.00 RWY STP 0.000 1 0 0 L 1 1 5
PROJECT TOTAL = 311,543.00 HIGGERSON-BUCHANAN, IN
***** MAY 1998 TOTAL = $311,543.00
***** JUN 1998 *****
10/01 R-2228 6.049008T CURRITUCK 701,557.00 MSC 0.000 1 0 0 1 1 4 MITIGATION
PROJECT TOTAL = 701,557.00 S. T. WOOTEN CORPORATI
***** JUN 1998 TOTAL = $701,557.00
***** SEP 1998 *****
06/01 B-1231 8.1070401 HERTFORD 1,192,170.55 RWY BRS 2,220 0.537 2 0 0 L B 1 1 7
06/02 B-1231 8.1070401 HERTFORD 908,698.75 BRG BRS A 0.068 5 854 15 L B 1 1 7 23+45.48-LRE
PROJECT TOTAL = 2,100,869.30 T. A. LOVING COMPANY
***** SEP 1998 TOTAL = $2,100,869.30
GRAND TOTAL = $3,113,969.30
COST/PROJECT MILE = $5,147,056.69 TOTAL PROJECT MILES = 0.605
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 32
AVERAGE UNIT BIDS
DIVISION 01
DATE 9801-9812
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 3 51,333.33 154,000.00
5 CLEARING & GRUBBING LS 3.50 32,857.14 115,000.00
6 SUPP CLEARING & GRUBBING ACR 3 2,166.67 6,500.00
13 UNCLASSIFIED EXCAVATION CY 129,400 3.79 490,478.00
26 REINF BRG APR FILL ****** LS 1 15,750.00 15,750.00
19 UNDERCUT EXCAVATION CY 9,210 5.93 54,615.30
16 GRADING LS 1 171,600.00 171,600.00
21 SELECT GRANULAR MATERIAL CY 14,775 7.39 109,187.25
22 SOIL STABILIZATION FABRIC SY 1,000 1.85 1,850.00
28 BORROW EXCAVATION CY 45,450 4.98 226,341.00
34 DRAINAGE DITCH EXCAVATION CY 75 7.00 525.00
47 REMOVAL OF ASPHALT PVMT SY 3,825 2.90 11,092.50
51 TEMPORARY SHORING SF 15,000 6.00 90,000.00
59 FNDATION MATL, MINOR STRS TON 61 24.26 1,480.00
77 18" PLAIN CONC PIPE CULV LF 100 33.00 3,300.00
78 24" PLAIN CONC PIPE CULV LF 44 38.00 1,672.00
90 18" RC PIPE CULV III LF 184 26.50 4,876.00
240 15" CS PIPE CULV 0.064" LF 168 19.00 3,192.00
263 15" CS ELBOW 0.064" THICK EA 4 180.00 720.00
283 15" BCCSP A 0.064" LF 64 22.00 1,408.00
552 FINE GRADING LS 1 65,000.00 65,000.00
556 AGGREGATE BASE COURSE TON 4,200 20.25 85,050.00
580 INCIDENTAL STONE BASE TON 225 15.67 3,525.00
593 ASPHALT CEMENT TON 150 169.50 25,425.00
597 ASPH CONC BASE CO, HB TON 1,670 34.60 57,782.00
601 ASPH CONC BINDER CO, HDB TON 505 34.80 17,574.00
608 ASPH CONC SURF CO, HDS TON 1,110 35.40 39,294.00
611 ASPH PM PAVEMENT REPAIR TON 50 96.00 4,800.00
685 RIGHT OF WAY MARKERS EA 17 88.00 1,496.00
687 PIPE REMOVAL LF 462 10.12 4,678.00
690 SUBDRAIN EXCAVATION CY 224 5.50 1,232.00
691 SUBDRAIN FINE AGGREGATE CY 168 18.00 3,024.00
694 6" PERF SUBDRN PIPE LF 1,000 3.30 3,300.00
695 6" SUBDRN Y,T,OR L EA 30 14.00 420.00
698 CONC PAD SUBDRN OUTLET EA 2 240.00 480.00
707 6" OUTLET PIPE (SUBDRNS) LF 12 12.00 144.00
708 METAL FUNNELS EA 2 550.00 1,100.00
710 12"FUNNEL DRAIN PIPE LF 140 16.00 2,240.00
713 12"FUNNEL DRAIN ELBOWS EA 2 120.00 240.00
726 PIPE PLUGS CY 0.09 600.00 54.00
732 MASNRY DRAINAGE STRUCT EA 3 2,466.67 7,400.00
765 FRAME W/2GRTS 840.29 EA 2 320.00 640.00
790 SHOULDER BERM GUTTER LF 670 10.30 6,901.00
899 STL BM GUARDRAIL LF 1,655 10.00 16,550.00
959 ADDIT GUARDRAIL POSTS EA 5 40.00 200.00
917 GR ANCHOR TYPE ********** EA 4 1,600.00 6,400.00
934 GR ANCHOR TYPE XI EA 4 1,100.00 4,400.00
878 REMOVE EXISTING GUARDRAIL LF 850 1.00 850.00
1061 PLAIN RIP RAP, CLASS B TON 12 34.00 408.00
33 FILTER FABRIC FOR DRAINGE SY 50 2.50 125.00
2037 WORK ZONE SIGNS (FIXED) SF 497.50 10.16 5,055.00
2153 WORK ZONE SIGNS (PORTABLE SF 192 11.50 2,208.00
2047 WORK ZONE SIGNS (BARRICDE SF 50 8.00 400.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 33
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2152 DRUMS EA 80 50.00 4,000.00
2159 CONES EA 90 11.39 1,025.00
2040 BARRICADES (TYPE III) LF 132 16.73 2,208.00
2164 FLAGGER MD 310 22.10 6,850.00
2073 PAINT PVMT MARKINGS 4" LF 25,600 0.21 5,376.00
2010 PERM RAIS PVT MARKERS EA 62 5.00 310.00
2057 GRDRAIL DELIN PERM CRYS EA 62 6.00 372.00
1698 BARRIER DELIN PERM CRYST EA 30 8.00 240.00
2050 GRDRAIL END DELINEATION EA 5 40.00 200.00
1090 TEMPORARY SILT FENCE LF 1,730 3.52 6,090.00
1100 EROS CONTRL STONE CL A TON 70 42.14 2,950.00
1101 EROS CONTRL STONE CL B TON 340 39.77 13,522.50
1099 SEDIMENT CONTROL STONE TON 100 33.75 3,375.00
1084 TEMPORARY MULCHING ACR 23 540.87 12,440.00
1068 SEED FOR TEMP SEEDING LB 950 5.31 5,050.00
1069 FERT FOR TEMP SEEDING TON 4.25 644.70 2,740.00
1085 TEMPORARY SLOPE DRAINS LF 200 12.00 2,400.00
1097 INLET PROTCN @ SLOPE DRNS EA 4 210.00 840.00
42 SILT EXCAVATION CY 2,850 5.86 16,702.50
1059 SYNTHETIC ROVING SY 1,200 2.00 2,400.00
1076 MATTING FOR EROS CONTROL SY 600 2.00 1,200.00
1102 1/4" HARDWARE CLOTH LF 40 5.00 200.00
1110 FLOAT TURBIDITY CURTAIN SY 320 27.87 8,920.00
1064 SEEDING AND MULCHING ACR 26 2,011.54 52,300.00
1067 MOWING ACR 5 80.00 400.00
1070 SEED FOR REPAIR SEEDING LB 300 15.50 4,650.00
1071 FERT FOR REPAIR SEEDING TON 0.75 1,153.33 865.00
1072 SEED FOR SUPP SEEDING LB 650 5.58 3,625.00
1074 SODDING SY 1,670 8.00 13,360.00
1075 WATER M/G 9.50 150.00 1,425.00
1077 FERTILIZER TOPDRESSING TON 19.75 422.78 8,350.00
1104 SPECIALIZED HAND MOWING HR 2 50.00 100.00
1105 RESPONSE FOR EROS CONTROL EA 9 150.00 1,350.00
2182 REMV EXIST STR ********** LS 1 148,000.00 148,000.00
2217 REINF CONCRETE DECK SLAB SF 14,515 14.00 203,210.00
2219 GROOVING BRIDGE FLOORS SF 11,820 0.56 6,619.20
2222 CLASS A CONCRETE (BRIDGE) CY 134.10 480.00 64,368.00
2365 BRG APPR SLAB *********** LS 1 17,500.00 17,500.00
2234 REINF STEEL (BRIDGE) LB 21,848 0.51 11,142.48
2254 54" PRESTR CONCRETE GIRDR LF 1,741.62 136.00 236,860.32
2278 12" PRESTR CONC PILES LF 1,415 26.00 36,790.00
2281 20" PRESTR CONC PILES LF 3,300 37.00 122,100.00
2304 STEEL PILE TIPS EA 2 530.00 1,060.00
2353 CONCRETE BARRIER RAIL LF 877.50 36.50 32,028.75
2381 PLAIN RIP RAP B TON 533 40.00 21,320.00
2374 ELASTOMERIC BEARINGS LS 1 2,500.00 2,500.00
2390 EVAZOTE JOINT SEALS LS 1 3,600.00 3,600.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 34
MISC. ITEMS NOT INCLUDED IN ABOVE ITEM LIST.
MISC. GRADING 139,040.00
MISC. DRAINAGE 1,600.00
MISC. LANDSCAPING 33,750.00
MISC. BRIDGES 1,600.00
MISC. OTHER 13,062.50
TOTALS FOR ALL ITEMS IN EACH WORK GROUP.
TOTAL GRADING 1,379,961.05
TOTAL DRAINAGE 39,172.00
TOTAL PAVING 308,324.00
TOTAL LANDSCAPING 199,005.00
TOTAL BRIDGES 908,698.75
TOTAL OTHER 257,062.50
TOTAL ELECTRICAL 21,746.00
GRAND TOTAL 3,113,969.30
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 35
AVERAGE UNIT BIDS
DIVISION 02
DATE 9801-9812
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 1998 *****
11/01 6.222323 PITT 79,091.10 SUR 23 3.400 2 0 0 S 1 2 22 MAP 1
11/02 7.1511092 BEAUFORT 623,034.60 SUR 39 15.900 2 0 0 S 1 2 15 MAPS 2-6
11/03 7.1521092 BEAUFORT 511,531.60 SUR 33 15.270 2 0 0 S 1 2 15 MAPS 7-14
11/04 7.1821092 GREENE 188,125.90 SUR 23 8.150 2 0 0 S 1 2 18 MAPS 15-19
11/05 7.2011092 LENOIR 95,205.90 SUR 84 1.130 2 0 0 S 1 2 20 MAP 20
11/06 7.2021092 LENOIR 371,649.60 SUR 23 16.150 2 0 0 S 1 2 20 MAPS 21-31
11/07 7.2072492 LENOIR 115,124.62 SUR 82 1.400 2 0 0 S 1 2 20 MAPS 32-33
11/08 7.2211092 PITT 372,441.34 SUR 29 12.800 2 0 0 S 1 2 22 MAPS 34-36
11/09 7.2221092 PITT 843,083.10 SUR 28 29.900 2 0 0 S 1 2 22 MAPS 37-51
11/10 7.2271192 PITT 50,770.28 SUR 73 0.700 2 0 0 S 1 2 22 MAP 52
11/11 7.2271892 PITT 40,563.80 SUR 81 0.500 2 0 0 S 1 2 22 MAPS 53-54
11/12 7.2272092 PITT 1,033,759.93 SUR 150 6.870 2 0 0 S 1 2 22 MAPS 55-57
11/13 7.2272192 PITT 13,461.62 SUR 30 0.450 2 0 0 S 1 2 22 MAP 58
PROJECT TOTAL = 4,337,843.39 BARRUS CONSTRUCTION CO
12/01 7.1621091 CARTERET 239,722.50 SUR 24 10.200 2 0 0 S 1 2 16 MAPS 1-5
12/02 7.1670991 CARTERET 98,430.05 SUR 123 0.800 2 0 0 S 1 2 16 MAP 6
12/03 7.1672891 CARTERET 24,438.18 SUR 35 0.700 2 0 0 S 1 2 16 MAP 7
12/04 7.1721091 CRAVEN 547,482.75 SUR 24 23.050 2 0 0 S 1 2 17 MAPS 8-16
12/05 7.1772991 CRAVEN 194,225.63 SUR 194 1.000 2 0 0 S 1 2 17 MAP 17
12/06 7.1921091 JONES 376,980.50 SUR 24 15.400 2 0 0 S 1 2 19 MAPS 18-27
12/07 7.2111091 PAMLICO 181,487.90 SUR 34 5.300 2 0 0 S 1 2 21 MAP 28
12/08 7.2121091 PAMLICO 144,967.75 SUR 25 5.900 2 0 0 S 1 2 21 MAPS 29-38
12/09 9.8025732 CRAVEN 128,283.38 SUR 52 2.450 2 0 0 S 1 2 17 MAPS 39-42
PROJECT TOTAL = 1,936,018.64 BARRUS CONSTRUCTION CO
***** FEB 1998 TOTAL = $6,273,862.03
***** AUG 1998 *****
09/01 R-2105 6.169004T CARTERET 9,959,309.50 RWY 1,286 7.743 5 0 0 S C 1 2 16
09/02 R-2105 6.169004T CARTERET 117,518.80 CLV 0.000 1 1 5 S C 1 2 16 240+65.00 -L
09/03 R-2105 6.169004T CARTERET 69,313.30 CLV 0.000 1 201 4 S C 1 2 16 366+72.87 -L
PROJECT TOTAL = 10,146,141.60 BARRUS CONSTRUCTION CO
***** AUG 1998 TOTAL = $10,146,141.60
***** DEC 1998 *****
07/01 F-2801 6.171034 CRAVEN 10,040.00 RWY 0.000 1 0 0 1 2 17
07/02 F-2801 6.171034 CRAVEN 2,209,441.00 BRG 0.000 0 98 0 1 2 17 00+00.00
PROJECT TOTAL = 2,219,481.00 W. F. MAGANN CORPORATI
***** DEC 1998 TOTAL = $2,219,481.00
GRAND TOTAL = $18,639,484.63
COST/PROJECT MILE = $100,665.27 TOTAL PROJECT MILES = 185.163
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 36
AVERAGE UNIT BIDS
DIVISION 02
DATE 9801-9812
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 3 274,333.33 823,000.00
5 CLEARING & GRUBBING LS 6 26,666.67 160,000.00
6 SUPP CLEARING & GRUBBING ACR 1 5,000.00 5,000.00
10 SEALING ABANDONED WELLS EA 2 1,200.00 2,400.00
13 UNCLASSIFIED EXCAVATION CY 69,000 4.75 327,750.00
19 UNDERCUT EXCAVATION CY 21,000 5.10 107,100.00
21 SELECT GRANULAR MATERIAL CY 13,800 6.75 93,150.00
22 SOIL STABILIZATION FABRIC SY 1,300 0.90 1,170.00
28 BORROW EXCAVATION CY 39,715 7.11 282,545.00
34 DRAINAGE DITCH EXCAVATION CY 315 4.30 1,354.50
47 REMOVAL OF ASPHALT PVMT SY 13,350 1.75 23,362.50
51 TEMPORARY SHORING SF 23,000 6.00 138,000.00
59 FNDATION MATL, MINOR STRS TON 1,680 21.00 35,280.00
76 15" PLAIN CONC PIPE CULV LF 2,568 18.00 46,224.00
77 18" PLAIN CONC PIPE CULV LF 584 21.00 12,264.00
78 24" PLAIN CONC PIPE CULV LF 84 27.00 2,268.00
85 15" PARLL PIPE RC END SEC EA 96 475.00 45,600.00
86 18" PARLL PIPE RC END SEC EA 22 550.00 12,100.00
87 24" PARLL PIPE RC END SEC EA 2 825.00 1,650.00
88 12" RC PIPE CULV III LF 44 20.00 880.00
89 15" RC PIPE CULV III LF 2,486 20.00 49,720.00
90 18" RC PIPE CULV III LF 2,888 24.00 69,312.00
91 24" RC PIPE CULV III LF 4,348 31.00 134,788.00
92 30" RC PIPE CULV III LF 1,642 37.00 60,754.00
93 36" RC PIPE CULV III LF 952 48.00 45,696.00
94 42" RC PIPE CULV III LF 36 80.00 2,880.00
95 48" RC PIPE CULV III LF 210 90.00 18,900.00
167 18" X PIPE RC END SECTION EA 6 475.00 2,850.00
168 24" X PIPE RC END SECTION EA 4 825.00 3,300.00
169 30" X PIPE RC END SECTION EA 2 950.00 1,900.00
200 24X**X**" RCP TEE III EA 2 612.50 1,225.00
227 **" CAAPC *****" 3"X1"COR LF 40 380.00 15,200.00
552 FINE GRADING LS 1 210,000.00 210,000.00
553 SEALING PVMT CRACKS LB 3,000 4.00 12,000.00
549 #57 STONE TON 2,218 20.00 44,360.00
556 AGGREGATE BASE COURSE TON 94,000 13.50 1,269,000.00
580 INCIDENTAL STONE BASE TON 650 27.23 17,700.00
584 MILLN BIT PVMT ** - ** SY 255,321 1.22 311,454.18
593 ASPHALT CEMENT TON 14,507 127.06 1,843,319.00
597 ASPH CONC BASE CO, HB TON 10,517 28.06 295,149.00
601 ASPH CONC BINDER CO, HDB TON 37,800 33.50 1,266,300.00
606 ASPH CONC SURF I-2, LEVLN TON 350 40.00 14,000.00
605 ASPH CONC SURFACE CO, I-2 TON 111,552 25.58 2,854,027.60
608 ASPH CONC SURF CO, HDS TON 81,309 28.43 2,312,009.80
611 ASPH PM PAVEMENT REPAIR TON 600 125.00 75,000.00
685 RIGHT OF WAY MARKERS EA 125 110.00 13,750.00
687 PIPE REMOVAL LF 4,270 5.00 21,350.00
690 SUBDRAIN EXCAVATION CY 2,800 4.00 11,200.00
691 SUBDRAIN FINE AGGREGATE CY 2,100 25.00 52,500.00
694 6" PERF SUBDRN PIPE LF 12,500 6.00 75,000.00
695 6" SUBDRN Y,T,OR L EA 375 26.00 9,750.00
698 CONC PAD SUBDRN OUTLET EA 25 300.00 7,500.00
707 6" OUTLET PIPE (SUBDRNS) LF 150 7.00 1,050.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 37
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
717 CONC ENDWALLS CL B CY 82 850.00 69,700.00
724 PIPE COLLARS CY 19 850.00 16,150.00
726 PIPE PLUGS CY 2 850.00 1,700.00
732 MASNRY DRAINAGE STRUCT EA 94 1,300.00 122,200.00
733 MASNRY DRAINAGE STRUCT CY 21.18 600.00 12,708.00
734 MASNRY DRAINAGE STRUCT LF 14.20 250.00 3,550.00
748 FRAME-GRT-HD 840.03 ** EA 74 325.00 24,050.00
754 FRAME W/2GRTS 840.16 EA 13 310.00 4,030.00
762 FRAME W/2GRTS 840.24 EA 3 290.00 870.00
764 FRAME W/COVER 840.54 EA 3 240.00 720.00
785 **"X**" CONCRETE CURB LF 3,950 19.50 77,025.00
789 2'-6"CONC CURB & GUTTER LF 19,850 10.00 198,500.00
802 CONCRETE WHEELCHAIR RAMP SY 650 42.00 27,300.00
804 6" CONCRETE DRIVEWAY SY 550 45.00 24,750.00
818 5" MONO CONC ISLANDS SY 860 48.00 41,280.00
850 ADJ MANHOLES EA 173 348.26 60,250.00
853 ADJ METER OR VALVE BOXES EA 116 194.31 22,540.00
899 STL BM GUARDRAIL LF 3,675 9.50 34,912.50
959 ADDIT GUARDRAIL POSTS EA 10 35.00 350.00
947 GR ANCHOR TYPE CAT-1 EA 14 550.00 7,700.00
948 GR ANCHOR TYPE MELT EA 14 1,000.00 14,000.00
878 REMOVE EXISTING GUARDRAIL LF 650 1.00 650.00
1045 PLAIN RIP RAP, CLASS I TON 115 40.00 4,600.00
1060 PLAIN RIP RAP, CLASS A TON 310 40.00 12,400.00
1061 PLAIN RIP RAP, CLASS B TON 575 40.00 23,000.00
33 FILTER FABRIC FOR DRAINGE SY 1,850 2.00 3,700.00
1682 PLN CL A CONC FOOTINGS CY 1 500.00 500.00
1677 BREAKAWAY STL BM SUPPORT LB 374 5.00 1,870.00
1679 3# STEEL U-CHANNEL POSTS LF 2,417 7.00 16,919.00
1664 TYPE B SIGNS, ERECTION EA 1 200.00 200.00
1666 TYPE D SIGNS, ERECTION EA 24 75.00 1,800.00
1667 TYPE E SIGNS, ERECTION EA 99 40.00 3,960.00
1668 TYPE F SIGNS, ERECTION EA 12 55.00 660.00
1707 OVERHEAD SIGN ASSEMBLY ** LS 4 59,377.50 237,510.00
1714 LITE SYS OVERHD SIGN ** LS 4 9,200.00 36,800.00
1753 R&D U CHNNEL POSTS EA 14 5.00 70.00
1764 R&D SIGN & U POST EA 175 1.00 175.00
1728 ERECT SIGNS ON NEW U-CHNL EA 14 5.00 70.00
2037 WORK ZONE SIGNS (FIXED) SF 1,175 9.00 10,575.00
2153 WORK ZONE SIGNS (PORTABLE SF 192 11.00 2,112.00
2047 WORK ZONE SIGNS (BARRICDE SF 40 5.50 220.00
2152 DRUMS EA 1,000 60.00 60,000.00
2159 CONES EA 260 25.00 6,500.00
2040 BARRICADES (TYPE III) LF 100 18.00 1,800.00
2164 FLAGGER MD 600 185.00 111,000.00
2154 WARNING LIGHTS (TYPE B) EA 10 170.00 1,700.00
2133 TEMPORARY CRASH CUSHIONS EA 1 18,000.00 18,000.00
2137 TRUCK MTD IMP ATTN 45 MPH EA 1 7,900.00 7,900.00
2058 PORT CONC BARRIER LF 400 20.00 8,000.00
2025 TEMP RAISED PVT MARKERS EA 1,250 4.00 5,000.00
1711 BARRIER DELIN TEMP CRYST EA 32 6.00 192.00
1768 THERMO PVT MKG LINES 4"90 LF 75,000 0.29 21,750.00
1769 THERMO PVT MKG LINE 4"120 LF 717,701 0.33 234,349.00
1770 4"W THERMO 90 MILS LF 376,464 0.29 110,837.76
1776 6"WIDE THERMO 120 MILS LF 240 0.40 96.00
1772 8"WIDE THERMO 90 MILS LF 1,000 0.72 720.00
1775 24"WIDE THERMO 120 MILS LF 750 4.00 3,000.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 38
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1827 TP SYMBOL 'RXR' 120M EA 4 190.00 760.00
1830 THERMO CHARACTER 120MILS EA 12 100.00 1,200.00
1844 THERMO SYMB LFT STR & RT EA 36 60.00 2,160.00
1846 THERMO SYMB LFT & RT ARRO EA 6 100.00 600.00
1847 THERM SYMB STR & RT & LFT EA 70 103.57 7,250.00
1854 THERMO PVT SYMBOL 90MILS EA 600 55.00 33,000.00
2065 PAINT PVMT MKG LINES (**) LF 213,989 0.07 15,290.69
2073 PAINT PVMT MARKINGS 4" LF 210,000 0.15 31,500.00
2010 PERM RAIS PVT MARKERS EA 2,850 4.00 11,400.00
1484 FND CONDIT MAT CL ******* TON 945 15.00 14,175.00
1480 BEDDING MATL, CL ******** TON 945 15.00 14,175.00
1485 PVMT REPAIR UTILITY WORK TON 46.50 250.00 11,625.00
1325 12"DI WATER PIPE ******** LF 120 35.00 4,200.00
1356 4"PVC WATER PIPE ******** LF 1,297 10.00 12,970.00
1357 6"PVC WATER PIPE ******** LF 676 12.00 8,112.00
1358 8"PVC WATER PIPE ******** LF 207 15.00 3,105.00
1360 12"PVC WATER PIPE******** LF 14,933 20.00 298,660.00
1364 DI H2O FITTINGS 250# MIN LB 17,000 3.00 51,000.00
1343 3/4"PE WAT TUBN SDR9 **** LF 100 5.00 500.00
1344 1"PE WAT TUBING SDR9 **** LF 1,712 6.50 11,128.00
1346 2"PE WAT TUBING SDR9 **** LF 150 10.00 1,500.00
1369 1" CORPORATION STOP EA 27 85.00 2,295.00
1371 2" CORPORATION STOP EA 2 200.00 400.00
1397 **" GATE V&VB *****WP EA 4 412.50 1,650.00
1398 6" GATE V&VB *****WP EA 10 525.00 5,250.00
1399 8" GATE V&VB *****WP EA 1 650.00 650.00
1401 12" GATE V&VB *****WP EA 12 1,200.00 14,400.00
1422 **"X **" TAPPING SADDLE EA 28 200.00 5,600.00
1439 RELOCATE EXIST WAT METER EA 6 250.00 1,500.00
1433 RELOCATE EXIST FIRE HYD EA 4 500.00 2,000.00
1090 TEMPORARY SILT FENCE LF 10,525 2.12 22,292.50
1101 EROS CONTRL STONE CL B TON 805 40.00 32,200.00
1099 SEDIMENT CONTROL STONE TON 565 40.00 22,600.00
1084 TEMPORARY MULCHING ACR 57.50 483.48 27,800.00
1068 SEED FOR TEMP SEEDING LB 2,300 4.56 10,487.50
1069 FERT FOR TEMP SEEDING TON 9.25 386.49 3,575.00
1085 TEMPORARY SLOPE DRAINS LF 50 8.00 400.00
1097 INLET PROTCN @ SLOPE DRNS EA 3 250.00 750.00
42 SILT EXCAVATION CY 6,885 5.89 40,551.25
1059 SYNTHETIC ROVING SY 100 2.00 200.00
1076 MATTING FOR EROS CONTROL SY 16,100 1.65 26,600.00
1102 1/4" HARDWARE CLOTH LF 1,640 4.10 6,724.00
1109 **" TEMPORARY PIPE LF 290 33.72 9,780.00
1110 FLOAT TURBIDITY CURTAIN SY 2,995 6.49 19,430.00
1096 STILLING BASINS CY 65 4.75 308.75
1064 SEEDING AND MULCHING ACR 61 1,175.82 71,725.00
1067 MOWING ACR 34 36.91 1,255.00
1070 SEED FOR REPAIR SEEDING LB 700 13.64 9,550.00
1071 FERT FOR REPAIR SEEDING TON 1.25 800.00 1,000.00
1072 SEED FOR SUPP SEEDING LB 1,550 1.82 2,825.00
1074 SODDING SY 1,620 2.95 4,779.00
1075 WATER M/G 9.10 163.00 1,483.30
1077 FERTILIZER TOPDRESSING TON 45.50 304.17 13,840.00
1103 IMPERVIOUS DIKE LF 175 236.00 41,300.00
1104 SPECIALIZED HAND MOWING HR 4 50.00 200.00
1105 RESPONSE FOR EROS CONTROL EA 16 200.00 3,200.00
1092 REFORESTATION ACR 30 800.00 24,000.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 39
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2739 1 SECT 12" SIG HEAD EA 2 187.50 375.00
2741 3 SECT 12" SIG HEAD EA 18 365.00 6,570.00
2745 4 SECT 12" TEE SIG HEAD EA 4 615.00 2,460.00
2747 5 SECT 12" SIG HEAD EA 8 640.00 5,120.00
2786 BKPLATE FOR 3 SECT 12"SIG EA 15 110.00 1,650.00
2861 BKPLATE FOR 4 SECT 12"TSI EA 4 185.00 740.00
2863 BKPLATE FOR 5 SECT 12"SIG EA 6 210.00 1,260.00
2872 SIGN EA 17 153.00 2,601.00
2734 12-4 TRAFFIC SIG CABLE LF 1,110 1.15 1,276.50
2735 12-7 TRAFFIC SIG CABLE LF 2,620 1.30 3,406.00
2878 1/4" MESSENGER CABLE LF 250 2.00 500.00
2877 3/8" MESSENGER CABLE LF 1,150 2.10 2,415.00
2901 AERIAL FIBER OPTIC CABLE LF 330 3.10 1,023.00
2905 UNDERGRD FIBR OPTIC CBL LF 2,250 2.60 5,850.00
2939 INTERCONNECT CENTER EA 4 4,100.00 16,400.00
2912 2-8 PHASE CONTRL & CAB EA 3 13,600.00 40,800.00
2918 MOD CONTRL & CABINET EA 2 13,700.00 27,400.00
2922 FOUNDAT FOR CONTRLR CABNT EA 4 510.00 2,040.00
2896 INDUCTIVE LOOP SAWCUT LF 2,610 3.60 9,396.00
2904 LEAD-IN CABLE LF 5,285 1.30 6,870.50
2907 2" PVC CONDUIT LF 3,780 1.00 3,780.00
2908 TRENCHING (UNPAVED) LF 3,780 3.30 12,474.00
2925 PULL BOX EA 17 255.00 4,335.00
2940 OVER-SIZED PULL BOX EA 7 360.00 2,520.00
2928 WOOD POLE EA 9 500.00 4,500.00
2926 1" RISER WITH WEATHERHEAD EA 2 310.00 620.00
2927 2" RISER WITH WEATHERHEAD EA 5 260.00 1,300.00
2751 GUY ASSEMBLY EA 20 155.00 3,100.00
2929 METAL POLE EA 4 3,450.00 13,800.00
2933 FOUNDATION FOR METAL POLE EA 4 3,800.00 15,200.00
2936 JACKING & BORING LF 400 36.00 14,400.00
2176 MOBILIZATION (STRUCTURES) LS 1 110,000.00 110,000.00
2183 REMV EXIST STRS ********* LS 1 159,883.00 159,883.00
2208 CULV EXCAV *********** LS 2 33,000.00 66,000.00
2211 FND CONDIT MAT, BOX CULV TON 75 80.00 6,000.00
2222 CLASS A CONCRETE (BRIDGE) CY 463.70 500.00 231,850.00
2228 CLASS A CONCRETE (CULV) CY 102.40 995.00 101,888.00
2234 REINF STEEL (BRIDGE) LB 80,970 0.50 40,485.00
2246 REINF STEEL (CULVERT) LB 9,957 1.30 12,944.10
2275 TREATED TIMBER PILES LF 6,435 17.00 109,395.00
2281 20" PRESTR CONC PILES LF 2,274 42.00 95,508.00
2301 PNTING STL PILES @ ****** LS 1 286,000.00 286,000.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 40
MISC. ITEMS NOT INCLUDED IN ABOVE ITEM LIST.
MISC. DRAINAGE 5,825.00
MISC. FENCING 25,868.70
MISC. LANDSCAPING 56,000.00
MISC. SIGNALIZATN 122,315.00
MISC. BRIDGES 1,071,465.00
TOTALS FOR ALL ITEMS IN EACH WORK GROUP.
TOTAL GRADING 1,152,890.00
TOTAL DRAINAGE 1,069,138.50
TOTAL PAVING 11,067,988.34
TOTAL FENCING 25,868.70
TOTAL LANDSCAPING 454,856.30
TOTAL SIGNS 300,534.00
TOTAL SIGNALIZATN 336,497.00
TOTAL UTILITIES 464,895.00
TOTAL CULVERTS 186,832.10
TOTAL BRIDGES 2,104,586.00
TOTAL OTHER 961,000.00
TOTAL ELECTRICAL 514,398.69
GRAND TOTAL 18,639,484.63
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 41
AVERAGE UNIT BIDS
DIVISION 03
DATE 9801-9812
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 1998 *****
10/01 R-2405 6.279004T PENDER 4,953,563.05 RWY 1,764 2.808 1 0 0 SLS U C 1 3 27
10/02 R-2405 6.279004T PENDER 93,005.30 CLV 0.000 1 201 4 SLS U C 1 3 27 428+50.00-L-
10/03 R-2405 6.279004T PENDER 11,714.75 CLV 0.000 1 0 2 SLS U C 1 3 27 17+78.00-Y-1
PROJECT TOTAL = 5,058,283.10 PLT CONSTRUCTION CO.,
***** FEB 1998 TOTAL = $5,058,283.10
***** MAR 1998 *****
13/01 U-2107 8.T261301 ONSLOW 9,316,434.69 RWY NHF 5,506 1.692 4 0 0 U C B 1 3 26 6+25-106+48
13/02 U-2107 8.T261305 ONSLOW 13,752,686.33 RWY NHF 5,217 2.636 6 0 0 U C B 1 3 26
13/03 U-2107 8.T261301 ONSLOW 139,514.40 CLV NHF 0.000 1 201 23 U C B 1 3 26 30+11.32-NBC
13/04 U-2107 8.T261301 ONSLOW 1,114,646.03 BRG NHF I 0.058 3 566 11 U C B 1 3 26 31+54.84-LRT
13/05 U-2107 8.T261301 ONSLOW 494,628.17 BRG NHF I 0.000 2 659 11 U C B 1 3 26 56+45.10-LRE
13/06 U-2107 8.T261301 ONSLOW 2,441,438.01 BRG NHF A 0.112 9 854 15 U C B 1 3 26 86+30.00-LRE
13/07 U-2107 8.T261305 ONSLOW 482,060.85 BRG NHF A 0.000 1 553 11 U C B 1 3 26 298+00.01L@Y
13/08 U-2107 8.T261305 ONSLOW 509,240.97 BRG NHF A 0.023 1 554 11 U C B 1 3 26 298+00.01L@Y
13/09 U-2107 8.T261305 ONSLOW 463,019.12 BRG NHF A 0.022 1 554 11 U C B 1 3 26 324+84.49L@Y
13/10 U-2107 8.T261305 ONSLOW 463,421.12 BRG NHF A 0.000 1 554 11 U C B 1 3 26 324+84.49L@Y
13/11 U-2107 8.T261305 ONSLOW 931,551.87 BRG NHF I 0.000 5 890 11 U C B 1 3 26 348+56.62L@Y
13/12 U-2107 8.T261305 ONSLOW 985,570.62 BRG NHF I 0.000 3 563 11 U C B 1 3 26 377+92.88WBC
13/13 U-2107 8.T261305 ONSLOW 672,329.47 BRG NHF I 0.000 3 548 11 U C B 1 3 26 362+77.36NBL
PROJECT TOTAL = 31,766,541.65 BARNHILL CONTRACTING C
***** MAR 1998 TOTAL = $31,766,541.65
***** MAY 1998 *****
06/01 7.2411120 DUPLIN 1,187,053.05 SUR 66 18.000 2 0 0 S 1 3 24 MAPS 1-3
PROJECT TOTAL = 1,187,053.05 MARKETING ASSOCIATES,
***** MAY 1998 TOTAL = $1,187,053.05
***** JUL 1998 *****
07/01 R-3313 6.231026 BRUNSWICK 2,105,109.70 RWY 244 8.630 2 0 0 1 3 23
PROJECT TOTAL = 2,105,109.70 MAC CONSTRUCTION COMPA
08/01 U-2107 8.T261306 ONSLOW 909,370.00 RWY NHF 0.000 5 0 0 1 3 26
08/02 U-2107 8.T261306 ONSLOW 15,548,293.85 BRG NHF Q 0.350 15 872 15 1 3 26 277+50.00 -L
PROJECT TOTAL = 16,457,663.85 JONES BROS., INC.
***** JUL 1998 TOTAL = $18,562,773.55
***** AUG 1998 *****
10/01 R-2405 6.259002T PENDER 775,620.50 MSC 0.000 0 0 0 1 3 27
PROJECT TOTAL = 775,620.50 PHILLIPS & JORDAN, INC
***** AUG 1998 TOTAL = $775,620.50
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 42
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
***** SEP 1998 *****
08/01 B-2873 8.2330901 DUPLIN 213,031.65 RWY MA 1,732 0.123 2 0 0 B 1 3 24
PROJECT TOTAL = 213,031.65 SANFORD CONTRACTORS, I
***** SEP 1998 TOTAL = $213,031.65
***** NOV 1998 *****
07/01 7.2811125 SAMPSON 637,872.25 SUR 92 6.930 2 0 0 S 1 3 28 MAPS 1-2
07/02 7.2821125 SAMPSON 1,218,881.00 SUR 54 22.550 2 0 0 S 1 3 28 MAPS 3-11
07/03 7.2870225 SAMPSON 58,988.50 SUR 98 0.600 2 0 0 S 1 3 28 MAP 12
07/04 7.2871825 SAMPSON 95,960.50 SUR 137 0.700 2 0 0 S 1 3 28 MAP 13
PROJECT TOTAL = 2,011,702.25 BARRUS CONSTRUCTION CO
08/01 7.2411124 DUPLIN 443,031.50 SUR 90 4.900 2 0 0 S 1 3 24 MAP 1
08/02 7.2421124 DUPLIN 964,113.70 SUR 50 19.430 2 0 0 S 1 3 24 MAPS 2-10
08/03 7.2472224 DUPLIN 16,310.00 SUR 65 0.250 2 0 0 S 1 3 24 MAP 11
08/04 7.2473024 DUPLIN 70,600.50 SUR 91 0.780 2 0 0 S 1 3 24 MAP 12
PROJECT TOTAL = 1,494,055.70 BARRUS CONSTRUCTION CO
09/01 7.2611126 ONSLOW 1,044,305.50 SUR 102 10.200 2 0 0 S 1 3 26 MAPS 1-2
09/02 7.2621126 ONSLOW 510,286.00 SUR 53 9.690 2 0 0 S 1 3 26 MAPS 3-8
09/03 7.2671426 ONSLOW 910,131.73 SUR 217 4.200 2 0 0 S 1 3 26 MAPS 9-14
PROJECT TOTAL = 2,464,723.23 BARRUS CONSTRUCTION CO
***** NOV 1998 TOTAL = $5,970,481.18
GRAND TOTAL = $63,533,784.68
COST/PROJECT MILE = $553,989.96 TOTAL PROJECT MILES = 114.684
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 43
AVERAGE UNIT BIDS
DIVISION 03
DATE 9801-9812
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 10 313,165.00 3,131,650.00
2 CONSTRUCTION SURVEYING LS 3 158,333.33 475,000.00
5 CLEARING & GRUBBING LS 147 9,625.85 1,415,000.00
6 SUPP CLEARING & GRUBBING ACR 10 1,880.00 18,800.00
13 UNCLASSIFIED EXCAVATION CY 167,600 6.12 1,026,345.00
26 REINF BRG APR FILL ****** LS 12 13,959.25 167,511.00
19 UNDERCUT EXCAVATION CY 38,335 5.00 191,675.00
11 GRADING LS 2 259,250.00 518,500.00
8 SUPP CLEARING & GRUBBING ACR 3 1,366.67 4,100.00
9 UNDERCUT EXCAVATION CY 200 15.00 3,000.00
21 SELECT GRANULAR MATERIAL CY 73,550 4.80 352,877.00
22 SOIL STABILIZATION FABRIC SY 16,500 1.06 17,450.00
28 BORROW EXCAVATION CY 3,264,425 4.59 14,982,142.50
32 EMBM'T SETTLEMENT GAUGE EA 8 375.00 3,000.00
34 DRAINAGE DITCH EXCAVATION CY 7,980 2.87 22,895.00
39 BERM DITCH CONSTRUCTION LF 100 1.00 100.00
47 REMOVAL OF ASPHALT PVMT SY 35,040 1.01 35,424.00
63 SELECT MATERIAL CL II TON 4,375 4.58 20,037.50
64 SELECT MATERIAL CL III TON 735 4.58 3,366.30
59 FNDATION MATL, MINOR STRS TON 3,224 25.86 83,372.50
65 BEDDING MATL, PIPE CULV TON 2,744 9.61 26,360.50
76 15" PLAIN CONC PIPE CULV LF 616 17.20 10,595.20
77 18" PLAIN CONC PIPE CULV LF 2,472 19.14 47,328.00
85 15" PARLL PIPE RC END SEC EA 22 355.00 7,810.00
86 18" PARLL PIPE RC END SEC EA 3 415.00 1,245.00
88 12" RC PIPE CULV III LF 44 15.50 682.00
89 15" RC PIPE CULV III LF 4,134 17.89 73,977.00
90 18" RC PIPE CULV III LF 6,208 19.50 121,056.00
91 24" RC PIPE CULV III LF 4,680 28.99 135,665.92
92 30" RC PIPE CULV III LF 1,924 36.89 70,972.00
93 36" RC PIPE CULV III LF 2,088 45.30 94,591.20
94 42" RC PIPE CULV III LF 656 54.90 36,012.00
96 54" RC PIPE CULV III LF 172 87.00 14,964.00
97 60" RC PIPE CULV III LF 140 100.00 14,000.00
99 72" RC PIPE CULV III LF 408 150.00 61,200.00
114 18" RC PIPE CULV IV LF 1,080 29.00 31,320.00
115 24" RC PIPE CULV IV LF 616 38.00 23,408.00
116 30" RC PIPE CULV IV LF 212 51.00 10,812.00
117 36" RC PIPE CULV IV LF 280 54.00 15,120.00
118 42" RC PIPE CULV IV LF 620 70.00 43,400.00
119 48" RC PIPE CULV IV LF 184 82.00 15,088.00
227 **" CAAPC *****" 3"X1"COR LF 90 100.00 9,000.00
239 **" CS PIPE CULV *****" LF 212 45.73 9,696.00
241 18" CS PIPE CULV 0.064" LF 124 18.75 2,325.00
242 24" CS PIPE CULV 0.064" LF 64 27.00 1,728.00
283 15" BCCSP A 0.064" LF 1,196 24.47 29,264.00
297 **" BCCSP B *****" LF 128 16.70 2,137.60
440 **" BCCS ELB B *****" EA 4 100.00 400.00
485 **X**"BCCSP ARCH A *****" LF 122 164.00 20,008.00
552 FINE GRADING LS 2 100,000.00 200,000.00
553 SEALING PVMT CRACKS LB 2,000 4.00 8,000.00
556 AGGREGATE BASE COURSE TON 53,100 13.72 728,580.00
580 INCIDENTAL STONE BASE TON 7,840 17.53 137,460.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 44
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
568 SHOULDER RECONSTRUCTION MI 67.23 2,729.70 183,517.50
586 MILLING BIT PAVEMENT ** SY 67,250 3.13 210,610.00
594 INCIDENTAL MILLING SY 1,200 5.00 6,000.00
593 ASPHALT CEMENT TON 10,750 142.43 1,531,179.00
569 WEDGING EXISTING PAVEMENT TON 2,725 50.00 136,250.00
597 ASPH CONC BASE CO, HB TON 21,984 35.67 784,245.50
601 ASPH CONC BINDER CO, HDB TON 4,031 39.00 157,209.00
602 ASPH CONC BINDER CO, H TON 8,066 34.66 279,556.00
603 ASPH CONC SURF I-1, LEVLN TON 635 47.35 30,070.00
604 ASPH CONC SURFACE CO, I-1 TON 55,108 30.34 1,671,776.50
606 ASPH CONC SURF I-2, LEVLN TON 315 50.48 15,900.00
605 ASPH CONC SURFACE CO, I-2 TON 30,895 31.64 977,610.75
608 ASPH CONC SURF CO, HDS TON 21,789 30.26 659,426.50
607 ASPHALT FRICTION CO, J-1 TON 5,665 65.00 368,225.00
611 ASPH PM PAVEMENT REPAIR TON 540 95.55 51,600.00
612 PATCHING EXIST PAVEMENT TON 9,475 115.06 1,090,250.00
619 AST, MAT COAT, #6 STONE SY 177,500 0.90 159,590.00
685 RIGHT OF WAY MARKERS EA 11 110.00 1,210.00
687 PIPE REMOVAL LF 2,376 3.69 8,760.00
690 SUBDRAIN EXCAVATION CY 4,213 5.33 22,448.55
691 SUBDRAIN FINE AGGREGATE CY 2,641 23.66 62,493.50
694 6" PERF SUBDRN PIPE LF 15,700 2.93 46,090.00
695 6" SUBDRN Y,T,OR L EA 471 2.94 1,383.00
698 CONC PAD SUBDRN OUTLET EA 32 140.94 4,510.00
707 6" OUTLET PIPE (SUBDRNS) LF 194 6.39 1,240.00
708 METAL FUNNELS EA 11 413.64 4,550.00
710 12"FUNNEL DRAIN PIPE LF 1,142 15.89 18,151.00
713 12"FUNNEL DRAIN ELBOWS EA 28 117.14 3,280.00
716 CONC ENDWALLS CL A CY 6 550.00 3,300.00
717 CONC ENDWALLS CL B CY 6 850.00 5,100.00
719 BRICK MASONRY ENDWALLS CY 42 550.00 23,100.00
722 REINF STEEL, ENDWALLS LB 354 2.00 708.00
724 PIPE COLLARS CY 2 775.00 1,550.00
726 PIPE PLUGS CY 2 625.00 1,250.00
732 MASNRY DRAINAGE STRUCT EA 101 996.04 100,600.00
734 MASNRY DRAINAGE STRUCT LF 25.70 250.00 6,425.00
744 FRAME W/GRATE 840.***** EA 3 166.00 498.00
748 FRAME-GRT-HD 840.03 ** EA 9 248.00 2,232.00
754 FRAME W/2GRTS 840.16 EA 4 237.00 948.00
758 FRAME W/2GRTS 840.22 EA 26 202.00 5,252.00
762 FRAME W/2GRTS 840.24 EA 56 215.00 12,040.00
765 FRAME W/2GRTS 840.29 EA 2 215.00 430.00
764 FRAME W/COVER 840.54 EA 4 172.75 691.00
789 2'-6"CONC CURB & GUTTER LF 3,070 10.75 33,002.50
790 SHOULDER BERM GUTTER LF 1,375 16.73 23,005.00
795 CONCRETE FLUME EA 2 950.00 1,900.00
798 4" CONCRETE VALLEY GUTTER SY 90 32.00 2,880.00
802 CONCRETE WHEELCHAIR RAMP SY 54 31.00 1,674.00
806 4" CONCRETE PAVED DITCH SY 13 32.00 416.00
818 5" MONO CONC ISLANDS SY 180 29.00 5,220.00
820 6" MONO CONC ISLANDS SY 50 50.00 2,500.00
847 ADJ DROP INLETS EA 2 400.00 800.00
850 ADJ MANHOLES EA 18 300.00 5,400.00
853 ADJ METER OR VALVE BOXES EA 27 283.33 7,650.00
899 STL BM GUARDRAIL LF 5,900 10.29 60,712.50
902 SBGR SHOP CURVED LF 325 11.00 3,575.00
890 SBGR TERM SECT EA 2 40.00 80.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 45
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
959 ADDIT GUARDRAIL POSTS EA 25 39.00 975.00
920 GR ANCHOR TYPE ********** EA 4 2,300.00 9,200.00
947 GR ANCHOR TYPE CAT-1 EA 3 600.00 1,800.00
948 GR ANCHOR TYPE MELT EA 14 985.71 13,800.00
933 GR ANCHOR TYPE X EA 1 1,000.00 1,000.00
934 GR ANCHOR TYPE XI EA 10 1,000.00 10,000.00
1005 MET LINE PST **" CL FEN EA 4,110 34.95 143,644.50
1011 MET TERM PST **" CL FEN EA 140 104.12 14,576.80
1021 ADDITIONAL BARBED WIRE LF 1,000 0.25 250.00
1045 PLAIN RIP RAP, CLASS I TON 1,320 38.60 50,950.00
1046 PLAIN RIP RAP, CLASS II TON 8 50.00 400.00
1061 PLAIN RIP RAP, CLASS B TON 527 35.19 18,544.00
33 FILTER FABRIC FOR DRAINGE SY 2,405 1.88 4,521.25
1107 BLDG REMOVAL ITEM ** LS 10 700.80 7,008.00
1681 REINF CL A CONC FOOTINGS CY 1 850.00 850.00
1682 PLN CL A CONC FOOTINGS CY 1 850.00 850.00
1677 BREAKAWAY STL BM SUPPORT LB 693 3.00 2,079.00
1679 3# STEEL U-CHANNEL POSTS LF 1,541 7.25 11,172.25
1664 TYPE B SIGNS, ERECTION EA 2 315.00 630.00
1666 TYPE D SIGNS, ERECTION EA 2 160.00 320.00
1667 TYPE E SIGNS, ERECTION EA 97 75.00 7,275.00
1668 TYPE F SIGNS, ERECTION EA 10 85.00 850.00
1764 R&D SIGN & U POST EA 39 9.00 351.00
1728 ERECT SIGNS ON NEW U-CHNL EA 1 100.00 100.00
2037 WORK ZONE SIGNS (FIXED) SF 1,459 12.29 17,932.50
2153 WORK ZONE SIGNS (PORTABLE SF 480 17.50 8,400.00
2047 WORK ZONE SIGNS (BARRICDE SF 525 9.22 4,840.00
2155 FLASHING ARROW PNL TYPE C EA 3 3,833.33 11,500.00
2152 DRUMS EA 470 50.64 23,800.00
2161 WARNING FLAGS EA 4 12.00 48.00
2159 CONES EA 170 22.65 3,850.00
2040 BARRICADES (TYPE III) LF 664 16.13 10,710.00
2164 FLAGGER MD 235 130.74 30,725.00
2154 WARNING LIGHTS (TYPE B) EA 4 275.00 1,100.00
2133 TEMPORARY CRASH CUSHIONS EA 2 18,500.00 37,000.00
2137 TRUCK MTD IMP ATTN 45 MPH EA 4 6,000.00 24,000.00
2058 PORT CONC BARRIER LF 800 35.00 28,000.00
2178 BACKFILL MATERIAL LF 5,200 4.00 20,800.00
2091 TAPE PVMT MARKINGS 4"Y LF 700 2.00 1,400.00
2020 RAISED MRKRS CRY & RED EA 53 4.34 230.00
2021 RAISED MRKRS YEL & YEL EA 350 6.57 2,300.00
1710 GRDRAIL DELIN TEMP CRYST EA 50 6.00 300.00
1711 BARRIER DELIN TEMP CRYST EA 32 6.00 192.00
2046 TEMPORARY SBGR LF 300 8.00 2,400.00
2052 GR ANCHOR TYP ***** TEMP EA 2 900.00 1,800.00
1768 THERMO PVT MKG LINES 4"90 LF 566,395 0.31 173,801.65
1769 THERMO PVT MKG LINE 4"120 LF 224,250 0.39 87,537.50
1770 4"W THERMO 90 MILS LF 40,700 0.37 15,273.00
1771 4"W THERMO 120 MILS LF 11,500 0.50 5,775.00
1772 8"WIDE THERMO 90 MILS LF 1,250 1.00 1,250.00
1779 THERMO PVT MKG LINE 8"120 LF 810 1.23 998.00
1784 12"WIDE THERMO 120 MILS LF 84 2.00 168.00
1775 24"WIDE THERMO 120 MILS LF 536 3.75 2,010.00
1807 4"Y THERMO LINE 90 M LF 30,000 0.34 10,200.00
1778 4"Y THERMO 120 MILS LF 14,300 0.59 8,385.00
1780 8"Y THERMO 90 MILS LF 1,000 1.00 1,000.00
1830 THERMO CHARACTER 120MILS EA 36 46.33 1,668.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 46
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1839 TP SYMBOL RT ARROW EA 16 75.00 1,200.00
1842 TP SYMBOL STRGHT ARROW EA 24 70.00 1,680.00
1845 TP SYMB STRGHT & LT ARROW EA 3 150.00 450.00
1848 TP SYMB STRGHT & RT ARROW EA 15 140.00 2,100.00
1854 THERMO PVT SYMBOL 90MILS EA 194 67.41 13,078.50
2073 PAINT PVMT MARKINGS 4" LF 820,395 0.08 65,057.63
2079 PAINT PVMT MARKINGS 8" LF 480 0.41 195.00
2085 PAINT PVMT MRKG LINES 24" LF 1,296 1.62 2,095.60
2076 PAINT PVMT MARKINGS 4"Y LF 173,000 0.14 24,050.00
2082 PAINT PVMT MARKINGS 8"Y LF 800 1.00 800.00
2107 PAINT PVT MKG CHARACTER EA 28 16.43 460.00
2113 PAINT PVT MKG SYMBOL EA 107 25.00 2,675.00
2116 PAINT SYMBOL RT ARR W EA 6 35.00 210.00
2119 PAINT SYMBOL STR ARR W EA 17 35.00 595.00
2122 PAINT SYMBOL STR & LT W EA 1 100.00 100.00
2100 LINE REMOVAL 4" WIDE LF 10,000 0.50 5,000.00
2010 PERM RAIS PVT MARKERS EA 7,487 3.93 29,433.90
2013 RAISED MRKRS PERM CRYSTAL EA 45 10.00 450.00
2016 RAISED MRKRS PERM CRY&RED EA 420 5.24 2,200.00
2022 RAISED MRKRS PERM YEL&YEL EA 170 8.53 1,450.00
2007 SNO PLOWB RAIS PVT MKRS EA 330 39.06 12,890.00
2057 GRDRAIL DELIN PERM CRYS EA 140 6.00 840.00
1698 BARRIER DELIN PERM CRYST EA 56 6.36 356.00
2050 GRDRAIL END DELINEATION EA 24 35.00 840.00
1695 7' U-CHANNEL POSTS EA 3 100.00 300.00
1704 OBJECT MARKERS, END OF RD EA 3 100.00 300.00
1484 FND CONDIT MAT CL ******* TON 450 20.00 9,000.00
1480 BEDDING MATL, CL ******** TON 450 20.00 9,000.00
1485 PVMT REPAIR UTILITY WORK TON 2 150.00 300.00
1306 4" DI WATER PIPE PC 350 LF 40 30.00 1,200.00
1361 4" PVC WATER C900 ** **** LF 1,001 16.60 16,616.60
1364 DI H2O FITTINGS 250# MIN LB 385 3.50 1,347.50
1397 **" GATE V&VB *****WP EA 1 350.00 350.00
1419 **X**"TAPN SLVE *****WP EA 1 1,500.00 1,500.00
1487 **" PVC SEWER PIPE, SDR** LF 1,400 50.86 71,210.00
1515 **"DI FORC MAIN PC ***** LF 974 36.10 35,161.40
1574 DI SS PIPE FITNS ******* LB 980 3.50 3,430.00
1581 4'DIA PC SS MH 0-6' EA 6 2,800.00 16,800.00
1600 PC CONC MH WALL 4'D 6'+ LF 15 300.00 4,500.00
1644 FIL OR REMV **" PIPE, *** LF 1,350 10.39 14,028.00
1648 FIL OR REMV 12" PIPE, *** LF 840 9.00 7,560.00
1604 BRK DN,PLUG & FILL UT MH EA 13 500.00 6,500.00
1090 TEMPORARY SILT FENCE LF 35,440 2.01 71,231.00
1101 EROS CONTRL STONE CL B TON 7,020 34.68 243,440.00
1099 SEDIMENT CONTROL STONE TON 2,195 30.97 67,985.00
1084 TEMPORARY MULCHING ACR 323 335.87 108,487.50
1068 SEED FOR TEMP SEEDING LB 18,925 2.63 49,851.25
1069 FERT FOR TEMP SEEDING TON 79.25 485.96 38,512.50
1085 TEMPORARY SLOPE DRAINS LF 10,400 7.15 74,400.00
1097 INLET PROTCN @ SLOPE DRNS EA 218 102.29 22,300.00
42 SILT EXCAVATION CY 40,130 3.49 140,015.00
1059 SYNTHETIC ROVING SY 15,265 1.52 23,209.50
1076 MATTING FOR EROS CONTROL SY 7,985 1.46 11,687.50
1102 1/4" HARDWARE CLOTH LF 1,590 2.65 4,220.00
1109 **" TEMPORARY PIPE LF 130 35.00 4,550.00
44 **X**X** CSP T RISER 064" EA 2 1,350.00 2,700.00
1096 STILLING BASINS CY 250 13.00 3,250.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 47
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1064 SEEDING AND MULCHING ACR 529.42 984.02 520,958.75
1067 MOWING ACR 165 33.41 5,512.00
1070 SEED FOR REPAIR SEEDING LB 3,400 6.26 21,299.50
1071 FERT FOR REPAIR SEEDING TON 6 505.42 3,032.50
1072 SEED FOR SUPP SEEDING LB 12,350 1.69 20,860.00
1074 SODDING SY 295 5.25 1,548.75
1075 WATER M/G 1.65 200.00 330.40
1077 FERTILIZER TOPDRESSING TON 360.75 350.97 126,612.50
1103 IMPERVIOUS DIKE LF 335 116.27 38,950.00
1104 SPECIALIZED HAND MOWING HR 56.50 29.79 1,683.00
1105 RESPONSE FOR EROS CONTROL EA 48 200.00 9,600.00
1092 REFORESTATION ACR 20 715.00 14,300.00
2741 3 SECT 12" SIG HEAD EA 6 405.00 2,430.00
2734 12-4 TRAFFIC SIG CABLE LF 205 1.60 328.00
2877 3/8" MESSENGER CABLE LF 190 2.50 475.00
2912 2-8 PHASE CONTRL & CAB EA 1 8,000.00 8,000.00
2922 FOUNDAT FOR CONTRLR CABNT EA 1 750.00 750.00
2896 INDUCTIVE LOOP SAWCUT LF 8,030 3.06 24,546.00
2904 LEAD-IN CABLE LF 900 1.40 1,260.00
2908 TRENCHING (UNPAVED) LF 845 2.60 2,197.00
2902 TWO-CHNL DETECTOR UNIT EA 2 295.00 590.00
2928 WOOD POLE EA 4 750.00 3,000.00
2926 1" RISER WITH WEATHERHEAD EA 1 240.00 240.00
2927 2" RISER WITH WEATHERHEAD EA 3 295.00 885.00
2751 GUY ASSEMBLY EA 8 160.00 1,280.00
2191 REMV EXIST STR ********** LS 1 5,000.00 5,000.00
2194 FOUNDATION EXCAVATION CY 1,809 10.00 18,090.00
2207 **' - **" DIA STL CASING LF 2,778.01 277.69 771,425.50
2208 CULV EXCAV *********** LS 3 15,666.67 47,000.00
2211 FND CONDIT MAT, BOX CULV TON 142 32.83 4,662.00
2217 REINF CONCRETE DECK SLAB SF 150,728 11.80 1,778,590.40
2218 REINF CONC DECK SLAB,LTWT SF 215,579 14.50 3,125,895.50
2219 GROOVING BRIDGE FLOORS SF 326,185 0.41 133,899.65
2221 CLASS AA CONC (BRIDGE) CY 8,606.80 361.77 3,113,698.00
2222 CLASS A CONCRETE (BRIDGE) CY 2,118.90 475.00 1,006,477.50
2228 CLASS A CONCRETE (CULV) CY 431 612.25 263,878.40
2365 BRG APPR SLAB *********** LS 11 26,909.09 296,000.00
2234 REINF STEEL (BRIDGE) LB 285,904 0.50 142,952.00
2237 EPOXY COAT REINF STL BRDG LB 2,423,135 0.50 1,220,721.10
2243 SPIRAL COL REINF STL BRG LB 23,571 0.70 16,499.70
2246 REINF STEEL (CULVERT) LB 52,458 0.98 51,360.55
2252 36" PRESTR CONCRETE GIRDR LF 441.48 100.00 44,148.00
2254 54" PRESTR CONCRETE GIRDR LF 10,115.13 106.00 1,072,203.78
2255 STRUCTURAL STEEL LS 2,115,000 1.10 2,328,000.00
2278 12" PRESTR CONC PILES LF 5,165 46.09 238,040.00
2281 20" PRESTR CONC PILES LF 5,000 47.00 235,000.00
2290 HP12X53 PILES LF 28,905 19.00 549,195.00
2350 *****"GALV STL PIPE RAIL LF 3,202.50 110.00 352,275.00
2353 CONCRETE BARRIER RAIL LF 8,437.85 33.69 284,240.35
2354 CONCRETE MEDIAN BARRIER LF 2,492 32.74 81,586.00
2389 4" SLOPE PROTECTION SY 10,108 30.00 303,240.00
2381 PLAIN RIP RAP B TON 5,370 42.00 225,540.00
2371 TFE EXPANS BEARING ASSMBL LS 1 16,000.00 16,000.00
2372 POT BEARINGS LS 1 10,000.00 10,000.00
2374 ELASTOMERIC BEARINGS LS 2 72,000.00 144,000.00
2390 EVAZOTE JOINT SEALS LS 1 37,000.00 37,000.00
2392 EXPANSION JOINT SEALS LS 2 45,000.00 90,000.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 48
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2393 MODULAR EXP JOINT SEALS LS 1 112,000.00 112,000.00
2395 PREFORM COMP JOINT SEALS LS 1 47,000.00 47,000.00
2398 ELEC CONDUIT SYS ******** LS 1 8,000.00 8,000.00
MISC. ITEMS NOT INCLUDED IN ABOVE ITEM LIST.
MISC. GRADING 147,981.10
MISC. DRAINAGE 294,738.00
MISC. PAVING 2,127,736.55
MISC. FENCING 291,993.00
MISC. LANDSCAPING 2,180.00
MISC. UTILITIES 72,534.75
MISC. BRIDGES 6,254,482.60
MISC. OTHER 6,240.00
MISC. ELECTRICAL 1,400.00
TOTALS FOR ALL ITEMS IN EACH WORK GROUP.
TOTAL GRADING 19,385,889.60
TOTAL DRAINAGE 1,703,532.02
TOTAL PAVING 11,476,631.93
TOTAL FENCING 450,464.30
TOTAL BUILDINGS 7,008.00
TOTAL LANDSCAPING 1,632,706.65
TOTAL SIGNS 24,477.25
TOTAL SIGNALIZATN 45,981.00
TOTAL UTILITIES 271,038.25
TOTAL CULVERTS 371,900.95
TOTAL BRIDGES 24,056,200.08
TOTAL OTHER 3,612,890.00
TOTAL ELECTRICAL 495,064.65
GRAND TOTAL 63,533,784.68
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 49
AVERAGE UNIT BIDS
DIVISION 04
DATE 9801-9812
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 1998 *****
20/01 7.2911101 EDGECOMBE 371,218.44 SUR 41 8.970 2 0 0 S 2 4 29 MAPS 1-2
20/02 7.2921101 EDGECOMBE 171,694.80 SUR 21 8.210 2 0 0 S 2 4 29 MAPS 3-5
PROJECT TOTAL = 542,913.24 BARNHILL CONTRACTING C
21/01 7.3011102 HALIFAX 712,621.15 SUR 41 17.450 2 0 0 S 2 4 30 MAPS 1-3
21/02 7.3021102 HALIFAX 118,993.40 SUR 20 5.880 2 0 0 S 2 4 30 MAPS 4-8
21/03 7.3071002 HALIFAX 79,662.84 SUR 61 1.310 2 0 0 S 2 4 30 MAPS 9-10
PROJECT TOTAL = 911,277.39 BARNHILL CONTRACTING C
22/01 7.3111103 JOHNSTON 887,912.10 SUR 79 11.270 2 0 0 S 2 4 31 MAPS 1-3
22/02 7.3121103 JOHNSTON 439,429.68 SUR 49 8.900 2 0 0 S 2 4 31 MAPS 4-8
22/03 7.3170603 JOHNSTON 24,990.60 SUR 36 0.700 2 0 0 S 2 4 31 MAP 9
22/04 7.3173403 JOHNSTON 15,305.00 SUR 51 0.300 2 0 0 S 2 4 31 MAP 10
22/05 7.3173703 JOHNSTON 92,953.00 SUR 72 1.300 2 0 0 S 2 4 31 MAP 11
PROJECT TOTAL = 1,460,590.38 S. T. WOOTEN CORPORATI
23/01 7.3211104 NASH 380,967.72 SUR 68 5.630 2 0 0 S 2 4 32 MAPS 1-3
23/02 7.3221104 NASH 220,239.60 SUR 23 9.680 2 0 0 S 2 4 32 MAPS 4-12
23/03 7.3273104 NASH 216,639.70 SUR 46 4.680 2 0 0 S 2 4 32 MAPS 13-16
23/04 7.3273904 NASH 35,510.90 SUR 65 0.550 2 0 0 S 2 4 32 MAP 17
23/05 7.3275104 NASH 14,485.10 SUR 23 0.630 2 0 0 S 2 4 32 MAP 18
PROJECT TOTAL = 867,843.02 BARNHILL CONTRACTING C
24/01 7.3311105 WAYNE 282,244.00 SUR 83 3.400 2 0 0 S 2 4 33 MAP 1
24/02 7.3321105 WAYNE 616,412.90 SUR 45 13.790 2 0 0 S 2 4 33 MAPS 2-11
24/03 7.3371105 WAYNE 17,583.25 SUR 44 0.400 2 0 0 S 2 4 33 MAP 12
24/04 7.3371305 WAYNE 42,876.50 SUR 45 0.950 2 0 0 S 2 4 33 MAPS 13-15
24/05 7.3371405 WAYNE 92,766.10 SUR 67 1.380 2 0 0 S 2 4 33 MAPS 16-21
24/06 7.3372205 WAYNE 12,339.00 SUR 41 0.300 2 0 0 S 2 4 33 MAPS 22-23
PROJECT TOTAL = 1,064,221.75 BARRUS CONSTRUCTION CO
25/01 7.3411106 WILSON 395,011.27 SUR 52 7.550 2 0 0 S 2 4 34 MAPS 1-5
25/02 7.3421106 WILSON 78,809.50 SUR 32 2.500 2 0 0 S 2 4 34 MAPS 6-8
25/03 7.3474506 WILSON 176,685.84 SUR 78 2.260 2 0 0 S 2 4 34 MAPS 9-12
25/04 7.3473606 WILSON 21,104.50 SUR 64 0.330 2 0 0 S 2 4 34 MAP 13
PROJECT TOTAL = 671,611.11 S. T. WOOTEN CORPORATI
***** JAN 1998 TOTAL = $5,518,456.89
***** MAR 1998 *****
14/01 B-3006 8.1321501 NASH 414,399.80 RWY BRS 3,263 0.127 2 0 0 S B 2 4 32
14/02 B-3006 8.1321501 NASH 413,644.05 BRG BRS Q 0.024 3 836 15 S B 2 4 32 15+68.50-L-
PROJECT TOTAL = 828,043.85 DELLINGER, INC.
15/01 I-3814 8.1341001 WILSON 189,709.54 RWY IMS 275 0.690 0 0 0 2 4 34
PROJECT TOTAL = 189,709.54 TRICO ELECTRIC CO., IN
***** MAR 1998 TOTAL = $1,017,753.39
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 50
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
***** APR 1998 *****
08/01 R-3631 6.804827 JOHNSTON 572,760.40 RWY 1,890 0.303 2 614 0 2 4 31 10+00TO26+00
08/02 R-3631 6.804827 JOHNSTON 9,098.50 ICH 0.000 0 0 0 2 4 31 KENLY COST
PROJECT TOTAL = 581,858.90 S. T. WOOTEN CORPORATI
***** APR 1998 TOTAL = $581,858.90
***** JUN 1998 *****
11/01 7.2911200 EDGECOMBE 130,457.52 SUR 51 2.550 2 0 0 S 2 4 29 MAP 1
11/02 7.2921200 EDGECOMBE 76,445.20 SUR 22 3.500 2 0 0 S 2 4 29 MAPS 2-4
11/03 7.2972700 EDGECOMBE 94,257.38 SUR 86 1.090 2 0 0 S 2 4 29 MAPS 5-6
PROJECT TOTAL = 301,160.10 BARNHILL CONTRACTING C
12/01 7.3011201 HALIFAX 119,657.75 SUR 61 1.950 2 0 0 S 2 4 30 MAP 1
12/02 7.3021201 HALIFAX 56,592.90 SUR 24 2.380 2 0 0 S 2 4 30 MAPS 2-3
12/03 7.3071001 HALIFAX 33,737.60 SUR 105 0.320 2 0 0 S 2 4 30 MAPS 4-5
12/04 7.3073001 HALIFAX 76,333.50 SUR 99 0.770 2 0 0 S 2 4 30 MAP 6
PROJECT TOTAL = 286,321.75 BARNHILL CONTRACTING C
13/01 7.3121202 JOHNSTON 125,292.45 SUR 33 3.850 2 0 0 S 2 4 31 MAPS 1-2
13/02 7.3172802 JOHNSTON 42,633.75 SUR 55 0.780 2 0 0 S 2 4 31 MAPS 3-5
PROJECT TOTAL = 167,926.20 S. T. WOOTEN CORPORATI
14/01 7.3211203 NASH 116,072.89 SUR 50 2.340 2 0 0 S 2 4 32 MAP 1
14/02 7.3221203 NASH 114,070.50 SUR 23 4.950 2 0 0 S 2 4 32 MAPS 2-4
14/03 7.3272303 NASH 68,949.37 SUR 186 0.370 2 0 0 S 2 4 32 MAP 5
14/04 7.3273103 NASH 135,168.93 SUR 46 2.960 2 0 0 S 2 4 32 MAPS 6-7
PROJECT TOTAL = 434,261.69 BARNHILL CONTRACTING C
15/01 7.3311204 WAYNE 321,309.20 SUR 111 2.890 2 0 0 S 2 4 33 MAP 1
15/02 7.3371404 WAYNE 154,777.76 SUR 63 2.440 2 0 0 S 2 4 33 MAPS 2-3
15/03 7.3372204 WAYNE 73,122.64 SUR 174 0.420 2 0 0 S 2 4 33 MAP 4
PROJECT TOTAL = 549,209.60 BARRUS CONSTRUCTION CO
16/01 7.3411205 WILSON 182,349.78 SUR 107 1.700 2 0 0 S 2 4 34 MAP 1
16/02 7.3470405 WILSON 37,468.50 SUR 60 0.620 2 0 0 S 2 4 34 MAP 2
16/03 7.3474005 WILSON 21,805.00 SUR 61 0.360 2 0 0 S 2 4 34 MAP 3
16/04 7.3474505 WILSON 68,506.80 SUR 94 0.730 2 0 0 S 2 4 34 MAP 4
PROJECT TOTAL = 310,130.08 S. T. WOOTEN CORPORATI
***** JUN 1998 TOTAL = $2,049,009.42
***** SEP 1998 *****
07/01 B-3007 8.2321101 NASH 153,652.30 RWY BRZ 1,219 0.126 2 0 0 B 2 4 32
07/02 B-3007 8.2321101 NASH 369,672.24 BRG BRZ A 0.037 3 845 15 B 2 4 32 16+20.000-L-
PROJECT TOTAL = 523,324.54 SANFORD CONTRACTORS, I
08/02 B-2873 8.2330901 WAYNE 267,077.26 BRG MA A 0.026 3 721 15 B 2 4 33 18+52.50 -L-
PROJECT TOTAL = 267,077.26 SANFORD CONTRACTORS, I
***** SEP 1998 TOTAL = $790,401.80
GRAND TOTAL = $9,957,480.40
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 51
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
COST/PROJECT MILE = $63,576.10 TOTAL PROJECT MILES = 156.623
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 52
AVERAGE UNIT BIDS
DIVISION 04
DATE 9801-9812
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 16 16,837.74 269,403.79
10 SEALING ABANDONED WELLS EA 1 1,200.00 1,200.00
11 GRADING LS 3 72,733.33 218,200.00
8 SUPP CLEARING & GRUBBING ACR 3 403.33 1,210.00
9 UNDERCUT EXCAVATION CY 750 17.10 12,825.00
34 DRAINAGE DITCH EXCAVATION CY 475 11.31 5,375.00
59 FNDATION MATL, MINOR STRS TON 47 27.02 1,270.00
65 BEDDING MATL, PIPE CULV TON 33 30.00 990.00
88 12" RC PIPE CULV III LF 16 32.00 512.00
89 15" RC PIPE CULV III LF 124 37.50 4,650.00
91 24" RC PIPE CULV III LF 60 59.00 3,540.00
92 30" RC PIPE CULV III LF 16 85.00 1,360.00
241 18" CS PIPE CULV 0.064" LF 4 50.00 200.00
242 24" CS PIPE CULV 0.064" LF 56 38.00 2,128.00
297 **" BCCSP B *****" LF 64 20.00 1,280.00
412 84" BCCSP B 0.168" LF 92 300.00 27,600.00
440 **" BCCS ELB B *****" EA 4 150.00 600.00
553 SEALING PVMT CRACKS LB 300 6.00 1,800.00
556 AGGREGATE BASE COURSE TON 3,000 17.75 53,250.00
580 INCIDENTAL STONE BASE TON 2,665 25.12 66,950.00
585 SHOULDER CONSTRUCTION MLF 88.86 667.37 59,302.28
568 SHOULDER RECONSTRUCTION MI 123.12 795.00 97,880.40
584 MILLN BIT PVMT ** - ** SY 6,078 3.65 22,184.70
593 ASPHALT CEMENT TON 11,689 143.53 1,677,743.00
597 ASPH CONC BASE CO, HB TON 18,278 28.11 513,882.50
602 ASPH CONC BINDER CO, H TON 4,543 26.99 122,612.20
605 ASPH CONC SURFACE CO, I-2 TON 158,993 24.94 3,964,758.35
608 ASPH CONC SURF CO, HDS TON 10,107 24.93 251,972.50
683 LAB RENTAL PORT CEMENT LS 1 1,000.00 1,000.00
685 RIGHT OF WAY MARKERS EA 20 125.00 2,500.00
687 PIPE REMOVAL LF 140 7.90 1,106.00
708 METAL FUNNELS EA 4 900.00 3,600.00
710 12"FUNNEL DRAIN PIPE LF 100 22.00 2,200.00
713 12"FUNNEL DRAIN ELBOWS EA 8 205.00 1,640.00
716 CONC ENDWALLS CL A CY 43.20 500.00 21,600.00
722 REINF STEEL, ENDWALLS LB 55 2.00 110.00
724 PIPE COLLARS CY 1.50 666.67 1,000.00
732 MASNRY DRAINAGE STRUCT EA 5 1,070.00 5,350.00
746 FRAME W/2GRTS 840.***** EA 2 300.00 600.00
752 FRAME W/GRATE 840.13 EA 2 300.00 600.00
759 FRAME W/2GRTS 840.33 EA 1 300.00 300.00
736 CONC APRON FOR DROP INLET EA 3 400.00 1,200.00
789 2'-6"CONC CURB & GUTTER LF 130 35.77 4,650.00
790 SHOULDER BERM GUTTER LF 202 17.21 3,477.00
800 4" CONCRETE SIDEWALK SY 20 40.00 800.00
803 WHEELCHAIR RAMP EA 100 1,307.15 130,715.00
818 5" MONO CONC ISLANDS SY 68 40.00 2,720.00
844 ADJ CATCH BASINS EA 83 250.12 20,760.00
847 ADJ DROP INLETS EA 9 197.22 1,775.00
850 ADJ MANHOLES EA 218 260.22 56,728.00
853 ADJ METER OR VALVE BOXES EA 143 220.10 31,475.00
899 STL BM GUARDRAIL LF 962.50 10.22 9,837.50
959 ADDIT GUARDRAIL POSTS EA 10 34.00 340.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 53
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
948 GR ANCHOR TYPE MELT EA 10 1,005.00 10,050.00
934 GR ANCHOR TYPE XI EA 8 1,012.50 8,100.00
1045 PLAIN RIP RAP, CLASS I TON 770 34.00 26,180.00
1060 PLAIN RIP RAP, CLASS A TON 16 32.00 512.00
1061 PLAIN RIP RAP, CLASS B TON 230 32.96 7,582.00
33 FILTER FABRIC FOR DRAINGE SY 1,796 2.33 4,180.00
2037 WORK ZONE SIGNS (FIXED) SF 1,286.25 11.37 14,626.50
2153 WORK ZONE SIGNS (PORTABLE SF 542 6.48 3,511.60
2047 WORK ZONE SIGNS (BARRICDE SF 192 9.16 1,758.00
2155 FLASHING ARROW PNL TYPE C EA 1 600.00 600.00
2152 DRUMS EA 560 35.17 19,695.00
2161 WARNING FLAGS EA 32 9.75 312.00
2159 CONES EA 70 36.43 2,550.00
2040 BARRICADES (TYPE III) LF 304 15.85 4,819.20
2164 FLAGGER MD 78 136.15 10,620.00
2154 WARNING LIGHTS (TYPE B) EA 28 185.00 5,180.00
1768 THERMO PVT MKG LINES 4"90 LF 654,584 0.33 214,105.13
1769 THERMO PVT MKG LINE 4"120 LF 471,013 0.37 173,461.26
1770 4"W THERMO 90 MILS LF 239,343 0.28 67,175.88
1771 4"W THERMO 120 MILS LF 490 0.55 269.50
1776 6"WIDE THERMO 120 MILS LF 350 1.00 350.00
1779 THERMO PVT MKG LINE 8"120 LF 6,505 0.77 5,038.10
1774 8"W THERMO 120 MILS LF 1,950 0.98 1,912.50
1775 24"WIDE THERMO 120 MILS LF 3,149 5.00 15,763.00
1778 4"Y THERMO 120 MILS LF 5,743 0.55 3,158.65
1780 8"Y THERMO 90 MILS LF 75 1.20 90.00
1781 8"Y THERMO 120 MILS LF 1,500 0.85 1,275.00
1827 TP SYMBOL 'RXR' 120M EA 6 191.67 1,150.00
1830 THERMO CHARACTER 120MILS EA 13 141.15 1,835.00
1839 TP SYMBOL RT ARROW EA 1 80.00 80.00
1842 TP SYMBOL STRGHT ARROW EA 4 95.00 380.00
1844 THERMO SYMB LFT STR & RT EA 333 68.57 22,835.00
1847 THERM SYMB STR & RT & LFT EA 25 120.40 3,010.00
1848 TP SYMB STRGHT & RT ARROW EA 2 150.00 300.00
1854 THERMO PVT SYMBOL 90MILS EA 261 73.91 19,290.00
2065 PAINT PVMT MKG LINES (**) LF 131,860 0.00 789.26
2076 PAINT PVMT MARKINGS 4"Y LF 55,000 0.20 11,000.00
2010 PERM RAIS PVT MARKERS EA 2,839 4.85 13,781.80
2016 RAISED MRKRS PERM CRY&RED EA 2,081 5.04 10,486.90
2022 RAISED MRKRS PERM YEL&YEL EA 4,456 4.64 20,675.50
2024 RAISED MRKRS PERM YEL&RED EA 18 5.00 90.00
2057 GRDRAIL DELIN PERM CRYS EA 84 6.00 504.00
1698 BARRIER DELIN PERM CRYST EA 10 6.00 60.00
2050 GRDRAIL END DELINEATION EA 8 28.00 224.00
1695 7' U-CHANNEL POSTS EA 2 50.00 100.00
1703 OBJECT MARKERS, TYPE 3 EA 4 76.00 304.00
1191 100' HIGH MOUNT STANDARD EA 2 9,000.00 18,000.00
1196 PORTABLE DRIVE UNIT EA 1 2,400.00 2,400.00
1200 HIGH MOUNT FOUNDATIONS CY 8.40 350.00 2,940.00
1204 HM LUMINAIRES *********** EA 8 650.00 5,200.00
1205 LITE STD MTLT *********** EA 32 1,250.00 40,000.00
1218 STD FOUNDATIONS ********* EA 32 551.56 17,650.00
1221 LITE STD RDW 250W HPS EA 32 200.00 6,400.00
1246 SERVICE POLES *********** EA 1 400.00 400.00
1250 SERVICE LATERAL ********* LF 120 6.50 780.00
1253 LITE CONTRL RW ********** EA 1 6,900.00 6,900.00
1260 ELECT DUCT BD, SIZE ***** LF 325 2.59 842.50
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 54
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1261 ELECT DUCT JA, SIZE ***** LF 416 9.14 3,801.00
1237 **-#4 W/G FEEDER CIRCUIT LF 410 1.75 717.50
1239 **-#2 W/G FEEDER CIRCUIT LF 1,670 2.50 4,175.00
1245 **-#6 W/G FEEDR N *****" LF 3,855 3.25 12,528.75
1247 **-#4 W/G FEEDER N *****" LF 3,060 3.60 11,016.00
1249 **-#2 W/G FEEDER N *****" LF 5,230 4.10 21,443.00
1285 ELECT JUNCT BOXES ******* EA 12 250.00 3,000.00
1484 FND CONDIT MAT CL ******* TON 100 19.00 1,900.00
1480 BEDDING MATL, CL ******** TON 100 17.00 1,700.00
1308 8" DI WATER PIPE PC 350 LF 260 25.00 6,500.00
1358 8"PVC WATER PIPE ******** LF 955 19.00 18,145.00
1364 DI H2O FITTINGS 250# MIN LB 345 3.00 1,035.00
1504 10" DI SEWER PIPE PC 350 LF 604 33.35 20,143.40
1506 16" DI SEWER PIPE PC *** LF 102 83.00 8,466.00
1574 DI SS PIPE FITNS ******* LB 310 1.55 480.50
1581 4'DIA PC SS MH 0-6' EA 5 1,200.00 6,000.00
1600 PC CONC MH WALL 4'D 6'+ LF 3 135.00 405.00
1646 FIL OR REMV 8" PIPE, **** LF 1,213 5.00 6,065.00
1647 FIL OR REMV 10" PIPE, *** LF 513 6.15 3,154.95
1616 REMOVE EXISTING MANHOLE EA 2 325.00 650.00
1090 TEMPORARY SILT FENCE LF 1,590 3.19 5,072.50
1101 EROS CONTRL STONE CL B TON 350 34.48 12,070.00
1099 SEDIMENT CONTROL STONE TON 110 32.14 3,535.00
1084 TEMPORARY MULCHING ACR 4.50 816.67 3,675.00
1068 SEED FOR TEMP SEEDING LB 250 4.70 1,175.00
1069 FERT FOR TEMP SEEDING TON 1 925.00 925.00
1085 TEMPORARY SLOPE DRAINS LF 130 14.15 1,840.00
1097 INLET PROTCN @ SLOPE DRNS EA 5 196.00 980.00
42 SILT EXCAVATION CY 730 15.18 11,080.00
1059 SYNTHETIC ROVING SY 610 2.35 1,433.50
1076 MATTING FOR EROS CONTROL SY 930 2.76 2,566.75
1102 1/4" HARDWARE CLOTH LF 40 8.00 320.00
1064 SEEDING AND MULCHING ACR 39.74 1,360.61 54,070.50
1067 MOWING ACR 3 126.67 380.00
1070 SEED FOR REPAIR SEEDING LB 150 8.33 1,250.00
1071 FERT FOR REPAIR SEEDING TON 0.75 900.00 675.00
1072 SEED FOR SUPP SEEDING LB 200 3.95 790.00
1074 SODDING SY 7,370 3.60 26,520.00
1075 WATER M/G 41.27 65.51 2,703.80
1077 FERTILIZER TOPDRESSING TON 3.25 353.85 1,150.00
1104 SPECIALIZED HAND MOWING HR 4 50.00 200.00
1105 RESPONSE FOR EROS CONTROL EA 8 220.00 1,760.00
2741 3 SECT 12" SIG HEAD EA 6 450.00 2,700.00
2743 4 SECT 12" VERTICL SIG HD EA 1 565.00 565.00
2747 5 SECT 12" SIG HEAD EA 1 750.00 750.00
2735 12-7 TRAFFIC SIG CABLE LF 750 1.50 1,125.00
2877 3/8" MESSENGER CABLE LF 450 1.35 607.50
2915 INSTL 2-8 PH CONTRL & CAB EA 1 2,500.00 2,500.00
2922 FOUNDAT FOR CONTRLR CABNT EA 1 575.00 575.00
2896 INDUCTIVE LOOP SAWCUT LF 675 4.65 3,138.75
2904 LEAD-IN CABLE LF 1,900 1.35 2,565.00
2907 2" PVC CONDUIT LF 1,000 1.20 1,200.00
2908 TRENCHING (UNPAVED) LF 1,000 3.50 3,500.00
2902 TWO-CHNL DETECTOR UNIT EA 3 475.00 1,425.00
2925 PULL BOX EA 8 265.00 2,120.00
2928 WOOD POLE EA 4 565.00 2,260.00
2926 1" RISER WITH WEATHERHEAD EA 1 260.00 260.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 55
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2927 2" RISER WITH WEATHERHEAD EA 4 300.00 1,200.00
2751 GUY ASSEMBLY EA 8 175.00 1,400.00
2185 REMV EXIST STR ********** LS 3 15,500.00 46,500.00
2204 **'-**" DRILLD PIER NO RK LF 90 500.00 45,000.00
2205 **'-**" DRILLD PIER IN RK LF 42 1,100.00 46,200.00
2207 **' - **" DIA STL CASING LF 48 150.00 7,200.00
2206 UNCLASSIFIED STR EXCAV CY 1,850 10.84 20,057.50
2217 REINF CONCRETE DECK SLAB SF 10,340 20.79 214,998.08
2219 GROOVING BRIDGE FLOORS SF 8,391 3.28 27,545.46
2222 CLASS A CONCRETE (BRIDGE) CY 186.20 685.37 127,616.60
2365 BRG APPR SLAB *********** LS 3 18,000.00 54,000.00
2234 REINF STEEL (BRIDGE) LB 37,211 0.71 26,361.64
2243 SPIRAL COL REINF STL BRG LB 3,294 1.10 3,623.40
2252 36" PRESTR CONCRETE GIRDR LF 606.25 100.00 60,625.00
2253 45" PRESTR CONCRETE GIRDR LF 767.33 93.40 71,668.90
2278 12" PRESTR CONC PILES LF 590 26.00 15,340.00
2281 20" PRESTR CONC PILES LF 550 64.00 35,200.00
2290 HP12X53 PILES LF 355 44.17 15,680.00
2299 HP14X73 PILES LF 495 42.50 21,037.50
2303 STEEL PILE POINTS EA 18 95.00 1,710.00
2301 PNTING STL PILES @ ****** LS 1 8,000.00 8,000.00
2353 CONCRETE BARRIER RAIL LF 898.83 51.12 45,945.21
2382 PLAIN RIP RAP II (2'-0") TON 775 36.53 28,312.50
2374 ELASTOMERIC BEARINGS LS 3 2,771.67 8,315.00
2390 EVAZOTE JOINT SEALS LS 2 2,850.00 5,700.00
2413 3'-0"X 1'-9"PRESTR SLABS LF 1,458.42 78.00 113,756.76
MISC. ITEMS NOT INCLUDED IN ABOVE ITEM LIST.
MISC. GRADING 43,515.70
MISC. DRAINAGE 8,580.00
MISC. PAVING 49,453.25
MISC. SIGNALIZATN 5,000.00
MISC. UTILITIES 5,102.00
TOTALS FOR ALL ITEMS IN EACH WORK GROUP.
TOTAL GRADING 567,290.88
TOTAL DRAINAGE 211,203.00
TOTAL PAVING 6,971,274.23
TOTAL LANDSCAPING 134,172.05
TOTAL SIGNALIZATN 32,891.25
TOTAL LIGHTING 158,193.75
TOTAL UTILITIES 79,746.85
TOTAL BRIDGES 1,050,393.55
TOTAL OTHER 269,403.79
TOTAL ELECTRICAL 482,911.05
GRAND TOTAL 9,957,480.40
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 56
AVERAGE UNIT BIDS
DIVISION 05
DATE 9801-9812
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 1998 *****
12/01 I-2508 8.1370304 GRANVILLE 9,077,754.84 RWY IMF 1,155 7.860 4 0 0 S 2 5 37
PROJECT TOTAL = 9,077,754.84 APAC-GEORGIA, INC.
***** JAN 1998 TOTAL = $9,077,754.84
***** FEB 1998 *****
13/01 5.4072064 WAKE 394,652.85 SUR 81 4.850 2 0 0 S 2 5 40 MAPS 1-4
13/02 6.402481 WAKE 178,516.45 SUR 53 3.400 2 0 0 S 2 5 40 MAPS 5-6
13/03 7.4011286 WAKE 374,511.80 SUR 52 7.200 2 0 0 S 2 5 40 MAPS 7-8
13/04 7.4021286 WAKE 1,933,656.35 SUR 44 43.530 2 0 0 S 2 5 40 MAPS 9-34
13/05 7.4070186 WAKE 102,705.00 SUR 76 1.350 2 0 0 S 2 5 40 MAPS 35
13/06 7.4070386 WAKE 260,574.30 SUR 74 3.520 2 0 0 S 2 5 40 MAPS 36-39
13/07 7.4072086 WAKE 369,769.40 SUR 58 6.380 2 0 0 S 2 5 40 MAPS 40-44
PROJECT TOTAL = 3,614,386.15 REA CONSTRUCTION COMPA
14/01 7.3511287 DURHAM 138,043.70 SUR 64 2.170 2 0 0 S 2 5 35 MAP 1
14/02 7.3521287 DURHAM 752,594.35 SUR 31 24.410 2 0 0 S 2 5 35 MAPS 2-25
14/03 7.3570587 DURHAM 233,437.00 SUR 58 4.040 2 0 0 S 2 5 35 MAPS 26-29
PROJECT TOTAL = 1,124,075.05 REA CONSTRUCTION COMPA
15/01 7.3611288 FRANKLIN 222,461.42 SUR 36 6.200 2 0 0 S 2 5 36 MAP 1
15/02 7.3621288 FRANKLIN 216,658.04 SUR 19 11.580 2 0 0 S 2 5 36 MAPS 2-8
15/03 7.3670288 FRANKLIN 11,495.62 SUR 38 0.300 2 0 0 S 2 5 36 MAP 9
15/04 7.3671488 FRANKLIN 119,058.68 SUR 52 2.270 2 0 0 S 2 5 36 MAP 10
PROJECT TOTAL = 569,673.76 S. T. WOOTEN CORPORATI
16/01 6.372363 GRANVILLE 169,618.75 SUR 42 4.000 2 0 0 S 2 5 37 MAPS 5-6
16/02 7.3711289 GRANVILLE 215,101.85 SUR 108 2.000 2 0 0 S 2 5 37 MAP 1
16/03 7.3721289 GRANVILLE 252,074.85 SUR 35 7.230 2 0 0 S 2 5 37 MAPS 2-4
PROJECT TOTAL = 636,795.45 REA CONSTRUCTION COMPA
17/01 7.3811290 PERSON 75,611.51 SUR 76 1.000 2 0 0 S 2 5 38 MAP 1
17/02 7.3821290 PERSON 304,656.80 SUR 25 12.000 2 0 0 S 2 5 38 MAPS 2-10
PROJECT TOTAL = 380,268.31 APAC-VIRGINIA, INC.
20/01 7.3911291 VANCE 215,686.06 SUR 40 5.340 2 0 0 S 2 5 39 MAP 1
20/02 7.3921291 VANCE 235,470.00 SUR 24 9.640 2 0 0 S 2 5 39 MAPS 2-6
20/03 7.4111292 WARREN 179,380.33 SUR 32 5.550 2 0 0 S 2 5 41 MAP 1
20/04 7.4121292 WARREN 246,870.75 SUR 28 8.790 2 0 0 S 2 5 41 MAPS 2-4
PROJECT TOTAL = 877,407.14 S. T. WOOTEN CORPORATI
***** FEB 1998 TOTAL = $7,202,605.86
***** APR 1998 *****
09/01 U-3408 9.8050381 WAKE 3,436,904.54 RWY 1,356 2.534 4 0 0 S U C B 2 5 40
09/02 U-3408 9.8050381 WAKE 3,326,693.96 RWY 0.000 4 0 0 S U C B 2 5 40 TOWN OF CARY
09/03 U-3408 9.8050381 WAKE 85,196.69 CLV 0.006 1 3 7 S U C B 2 5 40 183+64.00-L-
09/04 U-3408 9.8050381 WAKE 85,196.69 CLV 0.000 0 0 0 S U C B 2 5 40 TOWN OF CARY
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 57
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 U-3408 9.8050381 WAKE 153,689.60 CLV 0.000 0 0 0 S U C B 2 5 40 DEVELOPER
09/06 U-3408 9.8050381 WAKE 564,149.29 BRG Q 0.070 3 666 12 S U C B 2 5 40 206+46.34-L-
09/07 U-3408 9.8050381 WAKE 554,149.29 BRG 0.000 0 0 0 S U C B 2 5 40 TOWN OF CARY
09/08 U-3408 9.8050381 WAKE 605,166.31 BRG Q 0.000 3 666 12 S U C B 2 5 40 206+46.34-L-
09/09 U-3408 9.8050381 WAKE 605,166.31 BRG 0.000 0 0 0 S U C B 2 5 40 TOWN OF CARY
PROJECT TOTAL = 9,416,312.68 S. T. WOOTEN CORPORATI
***** APR 1998 TOTAL = $9,416,312.68
***** OCT 1998 *****
06/01 B-2872 8.2410501 WARREN 113,809.75 RWY BRZ 2,108 0.054 2 0 0 U B 2 5 41
06/02 B-2872 8.2410501 WARREN 382,850.49 BRG BRZ Q 0.025 3 721 15 U B 2 5 41 14+14.970-L-
PROJECT TOTAL = 496,660.24 DELLINGER, INC.
***** OCT 1998 TOTAL = $496,660.24
GRAND TOTAL = $26,193,333.62
COST/PROJECT MILE = $139,847.69 TOTAL PROJECT MILES = 187.299
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 58
AVERAGE UNIT BIDS
DIVISION 05
DATE 9801-9812
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 9 109,041.12 981,370.11
5 CLEARING & GRUBBING LS 23.40 9,743.59 228,000.00
6 SUPP CLEARING & GRUBBING ACR 3 4,766.67 14,300.00
13 UNCLASSIFIED EXCAVATION CY 220,500 3.89 858,450.00
26 REINF BRG APR FILL ****** LS 1 10,000.00 10,000.00
19 UNDERCUT EXCAVATION CY 17,600 8.98 158,125.00
11 GRADING LS 1 17,000.00 17,000.00
8 SUPP CLEARING & GRUBBING ACR 1 500.00 500.00
9 UNDERCUT EXCAVATION CY 500 7.50 3,750.00
22 SOIL STABILIZATION FABRIC SY 20,000 3.30 66,000.00
28 BORROW EXCAVATION CY 357,600 2.62 936,610.00
34 DRAINAGE DITCH EXCAVATION CY 929 6.00 5,574.00
47 REMOVAL OF ASPHALT PVMT SY 61,980 2.71 167,990.00
49 REMOVAL OF CONC PVMT SY 21,300 11.80 251,340.00
50 PROOF ROLLING HR 16 200.00 3,200.00
63 SELECT MATERIAL CL II TON 1,605 14.00 22,470.00
59 FNDATION MATL, MINOR STRS TON 716 19.04 13,630.50
65 BEDDING MATL, PIPE CULV TON 716 14.33 10,258.00
88 12" RC PIPE CULV III LF 484 20.60 9,970.40
89 15" RC PIPE CULV III LF 2,643 22.40 59,203.20
90 18" RC PIPE CULV III LF 941 22.90 21,548.90
91 24" RC PIPE CULV III LF 572 25.90 14,814.80
92 30" RC PIPE CULV III LF 172 32.30 5,555.60
94 42" RC PIPE CULV III LF 220 53.50 11,770.00
118 42" RC PIPE CULV IV LF 235 57.00 13,395.00
119 48" RC PIPE CULV IV LF 716 73.50 52,626.00
297 **" BCCSP B *****" LF 278 19.01 5,285.00
303 15" BCCSP B 0.064" LF 145 19.50 2,827.50
307 18" BCCSP B 0.064" LF 112 22.00 2,464.00
311 24" BCCSP B 0.064" LF 227 26.00 5,902.00
440 **" BCCS ELB B *****" EA 8 216.00 1,728.00
441 15" BCCS ELB B 0.064" EA 3 205.00 615.00
442 18" BCCS ELB B 0.064" EA 4 240.00 960.00
443 24" BCCS ELB B 0.064" EA 6 295.00 1,770.00
552 FINE GRADING LS 2 82,500.00 165,000.00
546 LIME TRTD SOIL(QUICKLIME) SY 6,000 2.50 15,000.00
548 LIME FOR LIME TREATD SOIL TON 60 100.00 6,000.00
554 STABILIZER AGGREGATE TON 400 26.25 10,500.00
556 AGGREGATE BASE COURSE TON 49,800 13.68 681,250.00
580 INCIDENTAL STONE BASE TON 745 14.00 10,430.00
584 MILLN BIT PVMT ** - ** SY 8,310 2.70 22,485.00
593 ASPHALT CEMENT TON 16,648 128.81 2,144,384.85
597 ASPH CONC BASE CO, HB TON 74,031 26.20 1,939,880.00
601 ASPH CONC BINDER CO, HDB TON 42,380 24.03 1,018,594.00
602 ASPH CONC BINDER CO, H TON 2,439 26.40 64,396.05
604 ASPH CONC SURFACE CO, I-1 TON 92 85.00 7,820.00
606 ASPH CONC SURF I-2, LEVLN TON 300 32.33 9,700.00
605 ASPH CONC SURFACE CO, I-2 TON 127,854 24.18 3,092,022.54
608 ASPH CONC SURF CO, HDS TON 45,117 25.24 1,138,953.60
609 ASPH DRAINAGE CO, #78M TON 14,800 25.31 374,588.00
611 ASPH PM PAVEMENT REPAIR TON 3,060 87.29 267,120.00
612 PATCHING EXIST PAVEMENT TON 6,765 87.02 588,693.00
682 SURF TEST CONC PAVEMENT LS 1 5,000.00 5,000.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 59
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
683 LAB RENTAL PORT CEMENT LS 1 5,000.00 5,000.00
685 RIGHT OF WAY MARKERS EA 8 130.00 1,040.00
687 PIPE REMOVAL LF 159 8.53 1,356.00
690 SUBDRAIN EXCAVATION CY 952 11.27 10,730.72
691 SUBDRAIN FINE AGGREGATE CY 504 34.30 17,285.52
694 6" PERF SUBDRN PIPE LF 3,000 1.71 5,140.00
695 6" SUBDRN Y,T,OR L EA 90 5.89 530.10
698 CONC PAD SUBDRN OUTLET EA 1 103.06 103.06
707 6" OUTLET PIPE (SUBDRNS) LF 36 8.59 309.12
702 SHOULDER DRAIN LF 40,200 2.21 88,842.00
703 4" SHOULDER DRAIN PIPE LF 40,200 1.03 41,406.00
706 4" OUTLET PIPE (SH DRNS) LF 2,620 5.15 13,493.00
704 CONC PAD SHLDR DRN OUTLET EA 96 105.50 10,128.46
708 METAL FUNNELS EA 1 650.00 650.00
710 12"FUNNEL DRAIN PIPE LF 24 25.00 600.00
713 12"FUNNEL DRAIN ELBOWS EA 1 220.00 220.00
717 CONC ENDWALLS CL B CY 14 515.00 7,210.00
726 PIPE PLUGS CY 0.04 2,000.00 90.00
732 MASNRY DRAINAGE STRUCT EA 59 817.88 48,255.00
734 MASNRY DRAINAGE STRUCT LF 46 165.00 7,590.00
748 FRAME-GRT-HD 840.03 ** EA 52 280.00 14,560.00
754 FRAME W/2GRTS 840.16 EA 1 270.00 270.00
758 FRAME W/2GRTS 840.22 EA 2 535.00 1,070.00
762 FRAME W/2GRTS 840.24 EA 1 460.00 460.00
764 FRAME W/COVER 840.54 EA 2 200.00 400.00
788 1'-6"CONC CURB & GUTTER LF 22,073 9.05 199,760.66
789 2'-6"CONC CURB & GUTTER LF 22,704 9.60 217,958.40
790 SHOULDER BERM GUTTER LF 74 13.11 970.00
800 4" CONCRETE SIDEWALK SY 5,300 21.00 111,300.00
802 CONCRETE WHEELCHAIR RAMP SY 323 50.00 16,150.00
844 ADJ CATCH BASINS EA 4 346.25 1,385.00
850 ADJ MANHOLES EA 71 139.44 9,900.00
853 ADJ METER OR VALVE BOXES EA 171 118.16 20,205.00
899 STL BM GUARDRAIL LF 10,812.50 10.12 109,379.50
902 SBGR SHOP CURVED LF 112.50 12.00 1,350.00
890 SBGR TERM SECT EA 2 40.00 80.00
959 ADDIT GUARDRAIL POSTS EA 25 40.45 1,011.20
917 GR ANCHOR TYPE ********** EA 4 1,700.00 6,800.00
920 GR ANCHOR TYPE ********** EA 2 1,400.00 2,800.00
935 GR ANCHOR TYPE AT-1 EA 2 600.00 1,200.00
947 GR ANCHOR TYPE CAT-1 EA 18 657.88 11,841.84
948 GR ANCHOR TYPE MELT EA 25 1,057.18 26,429.56
924 GR ANCHOR TYPE VI (MOD) EA 5 1,130.00 5,650.00
934 GR ANCHOR TYPE XI EA 6 1,133.33 6,800.00
931 GR ANCHOR TYPE XIII EA 4 500.00 2,000.00
878 REMOVE EXISTING GUARDRAIL LF 4,650 1.03 4,789.50
1045 PLAIN RIP RAP, CLASS I TON 302 31.50 9,513.00
1046 PLAIN RIP RAP, CLASS II TON 330 32.00 10,560.00
1061 PLAIN RIP RAP, CLASS B TON 658 31.11 20,470.00
33 FILTER FABRIC FOR DRAINGE SY 2,162 2.06 4,464.16
1669 TYPE A SIGNS, FABRICATION SF 632.60 35.04 22,166.30
1670 TYPE B SIGNS, FABRICATION SF 80 27.83 2,226.40
1671 TYPE D SIGNS, FABRICATION SF 23 24.76 569.48
1672 TYPE E SIGNS, FABRICATION SF 108 15.46 1,669.68
1673 TYPE F SIGNS, FABRICATION SF 13 17.50 227.50
1675 MILEMARKERS, FABRICATION SF 32 23.69 758.08
1681 REINF CL A CONC FOOTINGS CY 5 618.37 3,091.85
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 60
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1682 PLN CL A CONC FOOTINGS CY 1 618.37 618.37
1677 BREAKAWAY STL BM SUPPORT LB 3,436 2.32 7,971.52
1678 SIMPLE STL BM SUPPORTS LB 899 1.80 1,618.20
1679 3# STEEL U-CHANNEL POSTS LF 372 7.21 2,682.12
1680 2# STEEL U-CHANNEL POSTS EA 8 40.18 321.44
1663 TYPE A SIGNS, ERECTION EA 5 515.31 2,576.55
1664 TYPE B SIGNS, ERECTION EA 3 257.48 772.44
1666 TYPE D SIGNS, ERECTION EA 5 61.84 309.20
1667 TYPE E SIGNS, ERECTION EA 6 154.59 927.54
1668 TYPE F SIGNS, ERECTION E