This bidtabs sheet is in Metric units. The English Units version is also available.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 1
AVERAGE UNIT BIDS
DATE 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 *****
01/01 U-2715 8.1331101 WAYNE 4,642,162.33 RWY MA 1,090 4.260 4 0 0 U 2 4 33
PROJECT TOTAL = 4,642,162.33 LANIER CONSTRUCTION CO
02/01 U-2510 8.1672805 MECKLENBG 296,932.60 RWY STP 84 3.537 4 0 0 2 10 67
PROJECT TOTAL = 296,932.60 LEE CONSTRUCTION CO. O
03/01 U-2904 8.1843501 BUNCOMBE 1,450,286.63 SUR MA 3,738 0.388 4 0 0 S W 3 13 84
03/02 U-2904 8.1843501 BUNCOMBE 145,999.50 RWY MA 0.000 0 0 0 S W 3 13 84 ASHEVILLE
PROJECT TOTAL = 1,596,286.13 TAYLOR & MURPHY CONSTR
05/01 I-2001 8.1950602 HENDERSON 1,593,011.29 RWY STP 2,153 0.740 2 614 0 WB 4 14 95
05/02 I-2001 8.1950602 HENDERSON 36,449.00 RWY STP 0.000 0 0 0 WB 4 14 95 CITY HENDE
05/03 I-2001 8.1950602 HENDERSON 843,220.55 BRG STP I 0.093 3 854 12 WB 4 14 95 12+82.765-L-
PROJECT TOTAL = 2,472,680.84 TAYLOR & MURPHY CONSTR
07/01 B-2875 8.2351201 DURHAM 208,739.80 RWY BRZ 1,289 0.162 2 0 0 L U C 2 5 35
07/02 B-2875 8.2351201 DURHAM 24,878.00 RWY BRZ 0.000 0 0 0 L U C 2 5 35 DURHAM CITY
07/03 B-2875 8.2351201 DURHAM 214,898.45 CLV BRZ 0.010 1 2 1 L U C 2 5 35 2005.000-L-
PROJECT TOTAL = 448,516.25 C. C. MANGUM, INC.
09/01 B-2647 8.2692001 UNION 171,959.92 RWY MA 716 0.240 2 0 0 2 10 69 10+20 - 13+1
09/02 B-2647 8.2692001 UNION 362,893.52 BRG MA Q 0.047 3 845 15 2 10 69 11+83.410LRE
PROJECT TOTAL = 534,853.44 DANE CONSTRUCTION, INC
10/01 B-2147 8.2821601 IREDELL 241,405.00 RWY BRZ 894 0.270 2 614 0 B 2 12 82
10/02 B-2147 8.2821601 IREDELL 394,229.67 BRG BRZ Q 0.050 3 745 15 B 2 12 82 11+92.750 -L
PROJECT TOTAL = 635,634.67 DANE CONSTRUCTION, INC
11/01 R-512A 6.589007T RICHMOND 7,943,959.09 RWY 2,836 2.801 4 664 0 LS U C B 2 8 58
11/02 R-512A 6.589007T RICHMOND 577,836.91 CLV 0.000 1 3 14 LS U C B 2 8 58 20+76.930-L1
11/03 R-512A 6.589007T RICHMOND 298,560.77 CLV 0.009 1 3 8 LS U C B 2 8 58 15+96.740-L-
11/04 R-512A 6.589007T RICHMOND 683,355.06 CLV 0.000 1 2 8 LS U C B 2 8 58 12+10.000LPC
11/05 R-512A 6.589007T RICHMOND 236,849.98 CLV 0.000 1 3 8 LS U C B 2 8 58 15+72.370RPA
11/06 R-512A 6.589007T RICHMOND 564,971.91 BRG I 0.000 2 667 11 LS U C B 2 8 58 21+65.731-L1
11/07 R-512A 6.589007T RICHMOND 429,542.24 BRG I 0.000 2 659 11 LS U C B 2 8 58 16+13.534-LP
PROJECT TOTAL = 10,735,075.96 BLYTHE CONSTRUCTION, I
***** JAN 1998 TOTAL = $21,362,142.22
***** FEB 1998 *****
02/01 B-2057 8.1560101 MOORE 207,482.25 RWY BRM 768 0.270 2 0 0 2 8 56
02/02 B-2057 8.1560101 MOORE 94,817.05 RWY BRM 0.000 0 0 0 2 8 56 SO PINES
02/03 B-2057 8.1560101 MOORE 111,075.00 CLV BRM 0.000 1 101 2 2 8 56 11+87.200-L-
PROJECT TOTAL = 413,374.30 S. T. WOOTEN CORPORATI
03/01 I-3007 8.1674201 MECKLENBG 1,795,429.27 SUR IMS 440 4.081 4 0 0 SL 2 10 67
PROJECT TOTAL = 1,795,429.27 BLYTHE CONSTRUCTION, I
04/01 I-2201 6.499002B GUILFORD 2,754,946.76 SUR 441 6.243 2 0 0 2 7 49
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
PROJECT TOTAL = 2,754,946.76 LARCO CONST. CO., A DI
44/01 B-2610 8.1462001 ROBESON 797,218.83 RWY BRS 1,123 0.710 4 0 0 SL U B 1 6 46
44/02 B-2610 8.1462001 ROBESON 499,897.18 BRG BRS A 0.049 3 721 15 SL U B 1 6 46 6+80.000 -L
44/03 B-2610 8.1462001 ROBESON 482,936.57 BRG BRS A 0.051 3 721 15 SL U B 1 6 46 11+28.060 -L
PROJECT TOTAL = 1,780,052.58 CAROLINA BRIDGE COMPAN
***** FEB 1998 TOTAL = $6,743,802.91
***** MAR 1998 *****
01/01 R-2551 8.T051403 DARE 7,056,235.30 RWY NHF 7,164 0.985 2 0 0 B 1 1 5
01/02 R-2551 8.T051403 DARE 91,857,173.75 BRG NHF N 8.407 99 878 15 B 1 1 5 79+22.760-L-
01/03 R-2551 8.T051403 DARE 25,000.00 BRG NHF 0.000 0 0 0 B 1 1 5 SPRINT/CAROL
01/04 R-2551 8.T051403 DARE 25,000.00 BRG NHF 0.000 0 0 0 B 1 1 5 NC ELECT. ME
PROJECT TOTAL = 98,963,409.05 BALFOUR BEATTY CONST.,
02/01 U-2207 8.1441603 CUMBERLAN 9,573,392.17 RWY STP 1,756 5.452 4 0 0 B 1 6 44
02/02 U-2207 8.1441603 CUMBERLAN 781,639.20 BRG STP I 0.075 4 592 11 B 1 6 44 49+88.498 -L
PROJECT TOTAL = 10,355,031.37 BARNHILL CONTRACTING C
03/01 B-2595 8.2250601 NEW HANOV 141,070.45 RWY BRS 1,318 0.107 2 0 0 SL U B 1 3 25 13+20-14+60
03/02 B-2595 8.2250601 NEW HANOV 265,187.18 BRG BRS A 0.033 3 718 15 SL U B 1 3 25 13+91.617 -L
PROJECT TOTAL = 406,257.63 ATLANTIC DIVING AND
04/01 B-2842 8.2311501 JOHNSTON 109,019.21 RWY BRZ 616 0.177 2 0 0 L B 2 4 31 11+00-13+20
04/02 B-2842 8.2311501 JOHNSTON 426,234.50 BRG BRZ Q 0.043 3 721 15 L B 2 4 31 12+18.336-L-
PROJECT TOTAL = 535,253.71 TREDRIGHT, INC.
05/01 B-2992 8.2311701 JOHNSTON 188,538.90 RWY BRZ 1,053 0.179 2 0 0 S U B 2 4 31 11+12 TO 13+
05/02 B-2992 8.2311701 JOHNSTON 463,797.45 BRG BRZ I 0.074 5 721 15 S U B 2 4 31 12+39.250-L-
PROJECT TOTAL = 652,336.35 DELLINGER, INC.
06/01 B-2993 8.2311801 JOHNSTON 147,056.82 RWY BRZ 762 0.193 2 0 0 S U B 2 4 31
06/02 B-2993 8.2311801 JOHNSTON 243,654.43 BRG BRZ Q 0.027 2 721 15 S U B 2 4 31 11+02.000-L-
PROJECT TOTAL = 390,711.25 C. C. MANGUM, INC.
07/01 B-2865 8.2632901 ROWAN 161,454.51 SUR B 612 0.264 3 0 0 X 2 9 63
07/02 B-2865 8.2632901 ROWAN 263,957.70 BRG B Q 0.035 3 718 15 X 2 9 63 11+52.750 -L
PROJECT TOTAL = 425,412.21 JOHN H. BRINKLEY, INC.
10/01 A-9DC 6.939001T GRAHAM 10,359,387.33 WAL 3.753 4 658 0 L U C 4 14 93
10/02 A-9DB 6.939002T GRAHAM 9,630,545.19 RWY 2,514 3.831 4 654 0 L U C 4 14 93
10/03 A-9DC 6.939001T GRAHAM 517,504.00 CLV 0.008 1 204 15 L U C 4 14 93 65+49.06 LME
PROJECT TOTAL = 20,507,436.52 CHARLES BLALOCK & SONS
***** MAR 1998 TOTAL =$132,235,848.09
***** APR 1998 *****
01/01 B-2830 8.1180501 GREENE 524,782.24 RWY BRS 1,767 0.297 2 0 0 SLS U B 1 2 18
01/02 B-2830 8.1180501 GREENE 1,177,840.57 BRG BRS Q 0.093 4 754 15 SLS U B 1 2 18 13+52.600 -L
PROJECT TOTAL = 1,702,622.81 SANFORD CONTRACTORS, I
02/01 B-2120 8.1430801 COLUMBUS 638,302.84 RWY BRS 2,093 0.305 2 0 0 B 1 6 43
02/02 B-2120 8.1430801 COLUMBUS 345,219.30 BRG BRS 0.039 3 718 15 B 1 6 43 11+32.500-L-
02/03 B-2120 8.1430801 COLUMBUS 760,476.50 BRG BRS 0.056 4 721 15 B 1 6 43 13+08.000-L-
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 3
PROPOS T.I.P. PROJECT COUNTY $ TOTAL JOB FUND THOU$ PROJ DESCRIPTION WORK TYPES AREA CNTY LOCATION
NO/BRK NO. /MILE MILES NO. CD1 CD2 GDPFSLSLURACWB DIVS
PROJECT TOTAL = 1,743,998.64 LEE CONSTRUCTION CO. O
03/01 W-3412 8.7325029 NEW HANOV 619,735.60 RWY STP 1,024 0.605 2 0 0 S R 1 3 25
PROJECT TOTAL = 619,735.60 BARRUS CONSTRUCTION CO
04/01 B-2981 8.2300701 HALIFAX 146,224.40 RWY BRZ 696 0.210 2 0 0 C 2 4 30
04/02 B-2981 8.2300701 HALIFAX 121,781.25 CLV BRZ 0.010 1 3 1 C 2 4 30 11+02.500-L-
PROJECT TOTAL = 268,005.65 S. T. WOOTEN CORPORATI
05/01 B-3054 8.2404401 WAKE 228,861.02 RWY MA 1,036 0.221 2 0 0 B 2 5 40
05/02 B-3054 8.2404401 WAKE 313,820.57 BRG MA Q 0.039 3 718 15 B 2 5 40 11+29.500 -L
PROJECT TOTAL = 542,681.59 S. T. WOOTEN CORPORATI
06/01 U-3333 9.8083793 LEE 284,255.60 RWY 619 0.459 2 0 0 S 2 8 54
PROJECT TOTAL = 284,255.60 LEE PAVING COMPANY
07/01 R-2123 6.678013T MECKLENBG 8,430,041.96 RWY 2,955 2.853 4 664 0 LS U C B 2 10 67
07/02 R-2123 6.678013T MECKLENBG 518,980.68 CLV 0.015 1 3 10 LS U C B 2 10 67 333+42.000-L
07/03 R-2123 6.678013T MECKLENBG 271,526.21 CLV 0.013 1 3 6 LS U C B 2 10 67 335+94.260-L
07/04 R-2123 6.678013T MECKLENBG 971,950.66 BRG I 0.000 2 655 11 LS U C B 2 10 67 344+49.688-L
PROJECT TOTAL = 10,192,499.51 BOGGS PAVING, INC.
***** APR 1998 TOTAL = $15,353,799.40
***** MAY 1998 *****
01/01 B-2826 8.1241501 DUPLIN 662,469.46 RWY BRS 1,095 0.605 2 0 0 L U C B 1 3 24
01/02 B-2826 8.1241501 DUPLIN 100,854.20 CLV BRS 0.000 1 2 1 L U C B 1 3 24 103+99.0 LRE
01/03 B-2826 8.1241501 DUPLIN 266,509.83 BRG BRS A 0.045 3 721 15 L U C B 1 3 24 102+80.0 LRE
PROJECT TOTAL = 1,029,833.49 SANFORD CONTRACTORS, I
02/01 B-2616 8.2633101 ROWAN 105,565.24 RWY BRZ 444 0.238 2 0 0 B 2 9 63
02/02 B-2616 8.2633101 ROWAN 303,376.28 BRG BRZ Q 0.032 3 718 15 B 2 9 63 13+18.000-L-
PROJECT TOTAL = 408,941.52 KEITH YOUNT CONST. CO.
03/01 B-2935 8.2662401 CABARRUS 284,548.64 RWY MA 1,171 0.243 2 0 0 B 2 10 66
03/02 B-2935 8.2662401 CABARRUS 425,085.55 BRG MA Q 0.072 3 854 15 B 2 10 66 12+64.500-L1
PROJECT TOTAL = 709,634.19 CROWDER CONSTRUCTION C
04/01 B-2575 8.2950901 HENDERSON 89,150.88 RWY MA 1,461 0.061 2 0 0 B 4 14 95
04/02 B-2575 8.2950901 HENDERSON 409,495.21 BRG MA Q 0.047 3 330 15 B 4 14 95 11+54.250 -L
PROJECT TOTAL = 498,646.09 MILLER ENGINEERING CO.
***** MAY 1998 TOTAL = $2,647,055.29
***** JUN 1998 *****
02/01 B-2834 8.2493501 GUILFORD 563,215.46 RWY BRS 1,547 0.364 2 0 0 C 2 7 49
02/02 B-2834 8.2493501 GUILFORD 212,301.40 CLV BRS 0.016 1 4 3 C 2 7 49 11+80.000-L-
PROJECT TOTAL = 775,516.86 SMITH-ROWE, INC.
05/01 R-529B 6.759002T WATAUGA 11,001,174.13 RWY 2,123 5.182 4 664 0 S S U C B 4 11 75
05/02 R-529B 6.759003T WATAUGA 20,784,625.24 RWY 2,633 7.894 4 664 0 S S U C B 4 11 75
05/03 R-529B 6.759003T WATAUGA 37,048.10 RWY 0.000 0 0 0 S S U C B 4 11 75 BOONE COST
05/04 R-529B 6.759003T WATAUGA 4,730.00 RWY 0.000 0 0 0 S S U C B 4 11 75 BELL SOUTH C
05/05 R-529B 6.759002T WATAUGA 227,015.68 CLV 0.008 1 3 3 S S U C B 4 11 75 15+481-L-REV
05/06 R-529B 6.759003T WATAUGA 395,199.18 CLV 0.000 1 2 25 S S U C B 4 11 75 6+996-L-
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 4
PROPOS T.I.P. PROJECT COUNTY $ TOTAL JOB FUND THOU$ PROJ DESCRIPTION WORK TYPES AREA CNTY LOCATION
NO/BRK NO. /MILE MILES NO. CD1 CD2 GDPFSLSLURACWB DIVS
05/07 R-529B 6.759003T WATAUGA 77,869.94 CLV 0.002 1 2 4 S S U C B 4 11 75 0+724-Y6-REV
05/08 R-529B 6.759003T WATAUGA 771,664.70 CLV 0.000 1 2 50 S S U C B 4 11 75 8+897-L-
05/09 R-529B 6.759003T WATAUGA 112,893.98 CLV 0.000 1 2 3 S S U C B 4 11 75 10+383-L-
05/10 R-529B 6.759003T WATAUGA 564,422.81 BRG Q 0.046 2 792 15 S S U C B 4 11 75 2+969-L-
05/11 R-529B 6.759003T WATAUGA 10,000.00 BRG 0.000 0 0 0 S S U C B 4 11 75 SOUTHERN BEL
PROJECT TOTAL = 33,986,643.76 WRIGHT BROTHERS CONST.
06/01 I-302C 6.819001B GASTON 16,161,450.30 RWY 2,887 5.598 6 682 0 S U B 2 12 81
06/02 I-302C 6.819001B GASTON 1,068,051.69 BRG I 0.043 3 492 11 S U B 2 12 81 79+31.713-L-
PROJECT TOTAL = 17,229,501.99 REA CONSTRUCTION COMPA
***** JUN 1998 TOTAL = $51,991,662.61
***** JUL 1998 *****
01/01 R-2425 8.1402106 WAKE 4,053,231.20 RWY STP 2,496 1.624 4 0 0 B 2 5 40
01/02 R-2425 8.1402106 WAKE 272,631.19 RWY STP 0.000 0 0 0 B 2 5 40 RALEIGH COST
PROJECT TOTAL = 4,325,862.39 S. T. WOOTEN CORPORATI
02/01 B-3015 8.2380501 PERSON 274,270.10 RWY MA 997 0.275 2 612 0 U B 2 5 38
02/02 B-3015 8.2380501 PERSON 398,099.04 BRG MA Q 0.045 3 845 15 U B 2 5 38 13+29.300-L-
PROJECT TOTAL = 672,369.14 DELLINGER, INC.
03/01 I-2201 6.499001B GUILFORD 32,611,178.57 RWY 4,335 7.523 6 682 0 SLU CWB 2 7 49
03/02 I-2201 6.499001B GUILFORD 1,049,660.35 RWY 0.000 0 0 0 SLU CWB 2 7 49 GREENSBORO
03/03 I-2201 6.499001B GUILFORD 114,885.30 CLV 0.000 1 201 9 SLU CWB 2 7 49 127+53.700-L
03/04 I-2201 6.499001B GUILFORD 89,434.60 CLV 0.000 1 201 9 SLU CWB 2 7 49 137+13.690-L
03/05 I-2201 6.499001B GUILFORD 237,385.60 CLV 0.000 1 203 8 SLU CWB 2 7 49 5+33.000-Y11
03/06 I-2201 6.499001B GUILFORD 114,162.00 CLV 0.000 1 2 2 SLU CWB 2 7 49 4+12.400-Y11
03/07 I-2201 6.499001B GUILFORD 104,057.20 CLV 0.000 1 201 7 SLU CWB 2 7 49 85+89.130-L-
03/08 I-2201 6.499001B GUILFORD 700,000.00 WAL 0.000 1 0 0 SLU CWB 2 7 49 140+80.000-L
03/09 I-2201 6.499001B GUILFORD 317,000.00 WAL 0.000 1 0 0 SLU CWB 2 7 49 119+75.357-L
03/10 I-2201 6.499001B GUILFORD 458,000.00 WAL 0.000 1 0 0 SLU CWB 2 7 49 151+08.244-L
03/11 I-2201 6.499001B GUILFORD 177,000.00 WAL 0.000 1 0 0 SLU CWB 2 7 49 85+51.777-Y9
03/12 I-2201 6.499001B GUILFORD 61,000.00 WAL 0.000 1 0 0 SLU CWB 2 7 49 6+50.000-Y10
03/13 I-2201 6.499001B GUILFORD 1,463,275.52 BRG I 0.000 2 658 11 SLU CWB 2 7 49 94+51.588-L-
03/14 I-2201 6.499001B GUILFORD 2,232,401.18 BRG Q 0.053 3 754 12 SLU CWB 2 7 49 128+29.716-L
03/15 I-2201 6.499001B GUILFORD 2,708,824.37 BRG Q 0.074 3 550 11 SLU CWB 2 7 49 136+19.949-L
03/16 I-2201 6.499001B GUILFORD 1,874,291.92 BRG Q 0.000 2 674 11 SLU CWB 2 7 49 143+79.843-L
03/17 I-2201 6.499001B GUILFORD 2,486,547.37 BRG Q 0.000 2 603 11 SLU CWB 2 7 49 150+69.413-L
PROJECT TOTAL = 46,799,103.98 SANTARO INDUSTRIES, IN
04/01 B-2835 8.2493401 GUILFORD 203,989.56 RWY BRZ 550 0.371 2 612 0 S B 2 7 49
04/02 B-2835 8.2493401 GUILFORD 339,656.99 BRG BRZ Q 0.043 3 721 15 S B 2 7 49 11+26.450 -L
PROJECT TOTAL = 543,646.55 THOMPSON-ARTHUR PAVING
05/01 R-615A 6.679007T MECKLENBG 4,999,667.75 RWY 1,039 4.811 2 0 0 S 2 10 67
PROJECT TOTAL = 4,999,667.75 HOLLY SPRINGS CONSTRUC
06/01 R-2917 8.1740901 SURRY 1,939,383.70 RWY STP 1,137 1.705 4 664 0 S S B 2 11 74
06/02 R-2917 8.1740901 SURRY 16,230.00 RWY STP 0.000 0 0 0 S S B 2 11 74 MOUNT AIRY
06/03 R-2917 8.1740901 SURRY 527,426.93 BRG STP Q 0.055 3 845 15 S S B 2 11 74 132+86.350-L
06/04 R-2917 8.1740901 SURRY 22,000.00 BRG STP 0.000 3 98 15 S S B 2 11 74 -LRT-
PROJECT TOTAL = 2,505,040.63 SMITH-ROWE, INC.
***** JUL 1998 TOTAL = $59,845,690.44
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
***** AUG 1998 *****
01/01 B-2303 8.2130201 TYRRELL 182,555.61 RWY MA 1,496 0.122 2 0 0 B 1 1 13
01/02 B-2303 8.2130201 TYRRELL 230,502.28 BRG MA A 0.028 3 718 15 B 1 1 13 10+62.000 -L
PROJECT TOTAL = 413,057.89 T. A. LOVING COMPANY
02/01 B-2814 8.2520901 CHATHAM 1,079,031.31 RWY BRS 1,425 0.757 2 614 0 LS U B 2 8 52
02/02 B-2814 8.2520901 CHATHAM 19,803.45 ICH BRS 0.000 0 0 0 LS U B 2 8 52 CHATHAM COST
02/03 B-2814 8.2520901 CHATHAM 1,038,058.51 BRG BRS Q 0.123 4 854 15 LS U B 2 8 52 15+49.543 -L
PROJECT TOTAL = 2,136,893.27 SMITH-ROWE, INC.
03/01 U-2512 8.1673507 MECKLENBG 2,243,431.90 RWY STP 9,971 0.225 2 0 0 L 2 10 67 188+45-190+7
PROJECT TOTAL = 2,243,431.90 HEPACO, INC.
04/01 B-2804 8.2720401 AVERY 146,930.17 RWY BRZ 2,041 0.072 2 0 0 B 4 11 72
04/02 B-2804 8.2720401 AVERY 338,723.50 BRG BRZ I 0.032 3 336 15 B 4 11 72 10+71.000-L1
PROJECT TOTAL = 485,653.67 JOHN H. BRINKLEY, INC.
05/01 B-2946 8.2801101 CLEVELAND 112,258.37 RWY MA 968 0.116 2 0 0 S B 3 12 80
05/02 B-2946 8.2801101 CLEVELAND 376,526.65 BRG MA I 0.051 3 745 15 S B 3 12 80 11+12.000 -L
PROJECT TOTAL = 488,785.02 DANE CONSTRUCTION, INC
06/01 U-2550 8.1851003 BURKE 6,309,132.81 RWY STP 2,173 2.904 2 0 0 B 3 13 85
06/02 U-2550 8.1851003 BURKE 120,941.76 RWY STP 0.000 0 0 0 B 3 13 85 MORGANTON CO
06/03 U-2550 8.1851003 BURKE 756,886.74 CLV STP 0.017 1 203 1 B 3 13 85 6+94.800-L-R
06/04 U-2550 8.1851003 BURKE 212,849.74 CLV STP 0.006 1 203 11 B 3 13 85 25+65.960-L-
PROJECT TOTAL = 7,399,811.05 ASHEVILLE DIVISION,
07/01 B-3051 8.2000801 TRANSYLVA 110,744.20 RWY BRZ 648 0.171 2 0 0 U B 4 14 100
07/02 B-3051 8.2000801 TRANSYLVA 292,014.56 BRG BRZ Q 0.029 3 721 15 U B 4 14 100 10+99.400-L-
PROJECT TOTAL = 402,758.76 R. E. BURNS & SONS CO.
08/01 B-2986 8.2940301 HAYWOOD 148,067.64 RWY BRZ 1,559 0.095 2 0 0 LS B 4 14 94
08/02 B-2986 8.2940301 HAYWOOD 503,940.36 BRG BRZ Q 0.070 5 125 15 LS B 4 14 94 10+47.000-LR
PROJECT TOTAL = 652,008.00 TAYLOR & MURPHY CONSTR
***** AUG 1998 TOTAL = $14,222,399.56
***** SEP 1998 *****
01/01 R-2404 6.019004T BERTIE 5,620,918.29 RWY 1,205 4.663 4 0 0 LS U C 1 1 1
01/02 R-2404 6.019004T BERTIE 119,946.00 CLV 0.000 1 202 2 LS U C 1 1 1 43+43.700 -L
PROJECT TOTAL = 5,740,864.29 ROSE BROTHERS PAVING C
02/01 B-3060 8.2410401 WARREN 252,370.34 RWY BRZ 931 0.271 2 0 0 B 2 5 41
02/02 B-3060 8.2410401 WARREN 168,160.12 BRG BRZ A 0.029 2 721 15 B 2 5 41 11+48.500-L-
PROJECT TOTAL = 420,530.46 C. C. MANGUM, INC.
03/01 U-3106 8.2441601 CUMBERLAN 3,142,358.42 RWY MA 4,370 0.719 2 0 0 SLS U CWB 1 6 44
03/02 U-3106 8.2441601 CUMBERLAN 316,637.85 CLV MA 0.000 1 202 10 SLS U CWB 1 6 44 13+29.180-LR
03/03 U-3106 8.2441601 CUMBERLAN 1,014,289.97 BRG MA I 0.080 4 592 11 SLS U CWB 1 6 44 14+12.460-LR
PROJECT TOTAL = 4,473,286.24 BMCO CONSTRUCTION, INC
04/01 U-2524 8.U492106 GUILFORD 4,193,370.60 RWY NHF 2,165 1.937 5 634 0 S S U B 2 7 49
04/02 U-2913 8.2492804 GUILFORD 431,057.20 RWY STP 1,492 0.289 5 634 0 S S U B 2 7 49
04/03 U-2524 8.U492106 GUILFORD 18,855.30 RWY NHF 0.000 0 0 0 S S U B 2 7 49 HIGH POINT
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
04/04 U-2524 8.U492106 GUILFORD 920,127.00 BRG NHF I 0.065 2 651 11 S S U B 2 7 49 15+91.511-LR
PROJECT TOTAL = 5,563,410.10 SANTARO INDUSTRIES, IN
05/01 B-2579 8.2821301 IREDELL 561,554.29 RWY BRZ 1,766 0.318 2 614 0 LS U B 2 12 82
05/02 B-2579 8.2821301 IREDELL 117,922.00 ICH BRZ 0.000 0 0 0 LS U B 2 12 82 STATESVILLE
05/03 B-2579 8.2821301 IREDELL 456,336.95 BRG BRZ Q 0.047 3 745 15 LS U B 2 12 82 11+81.00 LRE
PROJECT TOTAL = 1,135,813.24 KEITH YOUNT CONST. CO.
***** SEP 1998 TOTAL = $17,333,904.33
***** OCT 1998 *****
01/01 U-2510 8.1672806 MECKLENBG 5,101,526.15 RWY STP 1,448 3.523 4 634 0 C 2 10 67
01/02 U-2510 8.1672806 MECKLENBG 116,382.29 RWY STP 0.000 0 0 0 C 2 10 67 CMUD
01/03 U-2510 8.1672806 MECKLENBG 90,841.75 CLV STP 0.000 1 201 3 C 2 10 67 23+74.170-L-
01/04 U-2510 8.1672806 MECKLENBG 383,163.98 CLV STP 0.014 1 205 2 C 2 10 67 37+69.204-L-
PROJECT TOTAL = 5,691,914.17 BLYTHE CONSTRUCTION, I
02/01 B-2522 8.2661701 CABARRUS 265,541.72 RWY BRZ 873 0.304 2 0 0 C B 2 10 66
02/02 B-2523 8.2661701 CABARRUS 136,443.45 CLV BRZ 0.007 1 2 2 C B 2 10 66 7+95.500-LRE
02/03 B-2522 8.2661701 CABARRUS 326,570.11 BRG BRZ Q 0.035 3 736 15 C B 2 10 66 7+13.700-LRE
PROJECT TOTAL = 728,555.28 R. E. BURNS & SONS CO.
03/01 W-3407 8.7380012 CLEVELAND 1,008,806.29 RWY STP 43 23.484 0 0 0 S 3 12 80
PROJECT TOTAL = 1,008,806.29 REYNOLDS FENCE &
04/01 U-2902 8.1843101 BUNCOMBE 2,543,390.98 RWY MAS 2,538 1.002 5 638 0 SLS U B 3 13 84
04/02 U-2902 8.1843101 BUNCOMBE 253,869.00 RWY MAS 0.000 0 0 0 SLS U B 3 13 84 ASHEVILLE
04/03 U-2902 8.1843101 BUNCOMBE 1,738,992.74 BRG MAS Q 0.139 6 854 16 SLS U B 3 13 84 13+47.500-LR
PROJECT TOTAL = 4,536,252.72 TAYLOR & MURPHY CONSTR
05/01 B-2584 8.2860301 MADISON 272,370.96 RWY MA 2,145 0.127 2 0 0 U B 4 13 86
05/02 B-2584 8.2860301 MADISON 476,501.75 BRG MA Q 0.057 2 649 15 U B 4 13 86 11+86.250-L-
PROJECT TOTAL = 748,872.71 TAYLOR & MURPHY CONSTR
***** OCT 1998 TOTAL = $12,714,401.17
***** NOV 1998 *****
01/01 B-2840 8.2311301 JOHNSTON 282,881.87 RWY BRS 707 0.400 2 0 0 L B 2 4 31
01/02 B-2840 8.2311301 JOHNSTON 324,623.94 BRG BRS A 0.035 3 836 15 L B 2 4 31 2+15.400-L-
01/03 B-2840 8.2311301 JOHNSTON 289,775.08 BRG BRS A 0.031 3 836 15 L B 2 4 31 3+87.700-L-
PROJECT TOTAL = 897,280.89 DELLINGER, INC.
02/01 U-2512 8.1673504 MECKLENBG 4,895,148.63 RWY STP 1,496 3.272 5 0 0 SLS U CWB 2 10 67
02/02 U-2512 8.1673504 MECKLENBG 94,905.00 RWY STP 0.000 0 0 0 SLS U CWB 2 10 67 CMUD
02/03 U-2512 8.1673504 MECKLENBG 1,082,071.35 BRG STP Q 0.055 3 854 15 SLS U CWB 2 10 67 187+88.800LR
PROJECT TOTAL = 6,072,124.98 REA CONSTRUCTION COMPA
03/01 R-2625 6.801008 CLEVELAND 1,716,785.07 RWY 761 2.257 2 0 0 C 3 12 80
03/02 R-2625 6.801008 CLEVELAND 207,223.10 CLV 0.010 1 3 7 C 3 12 80 44+27.000-L-
PROJECT TOTAL = 1,924,008.17 TENNOCA CONSTRUCTION C
04/01 B-2072 8.1890602 RUTHERFOR 816,994.56 RWY BRS 1,375 0.594 2 0 0 S U B 3 13 89
04/02 B-2072 8.1890602 RUTHERFOR 630,728.90 BRG BRS A 0.046 1 552 12 S U B 3 13 89 13+57.284-L-
04/03 B-2072 8.1890602 RUTHERFOR 669,853.89 BRG BRS I 0.080 3 854 15 S U B 3 13 89 14+54.500-L-
PROJECT TOTAL = 2,117,577.35 CAROLINA BRIDGE COMPAN
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
05/01 B-3393 8.2960501 JACKSON 292,500.83 RWY BRZ 1,156 0.253 2 0 0 B 4 14 96
05/02 B-3393 8.2960501 JACKSON 553,034.32 BRG BRZ Q 0.038 3 845 15 B 4 14 96 11+92.360 -L
PROJECT TOTAL = 845,535.15 TAYLOR & MURPHY CONSTR
***** NOV 1998 TOTAL = $11,856,526.54
***** DEC 1998 *****
01/01 R-525D 6.189001B GREENE 3,095,820.56 RWY 3,522 0.879 1 0 0 S S U C B 1 2 18
01/02 R-525D 6.189001B GREENE 64,800.50 CLV 0.000 1 202 3 S S U C B 1 2 18 15+11.760-Y1
01/03 R-525D 6.189001B GREENE 558,733.90 BRG I 0.061 2 654 11 S S U C B 1 2 18 24+70.518-L-
PROJECT TOTAL = 3,719,354.96 BARNHILL CONTRACTING C
02/01 B-2594 8.1321301 NASH 491,426.53 RWY BRS 1,050 0.468 2 0 0 B 2 4 32
02/02 B-2594 8.1321301 NASH 963,808.78 BRG BRS Q 0.082 3 854 15 B 2 4 32 15+38.095 -L
PROJECT TOTAL = 1,455,235.31 SANFORD CONTRACTORS, I
03/01 R-2425 8.1402104 WAKE 8,939,320.55 RWY STP 2,139 4.179 6 0 0 S C B 2 5 40
03/02 R-2425 8.1402104 WAKE 691,260.80 RWY STP 0.000 0 0 0 S C B 2 5 40 RALEIGH COST
03/03 R-2425 8.1402104 WAKE 107,509.40 CLV STP 0.000 1 201 4 S C B 2 5 40 83+89.251-L-
03/04 R-2425 8.1402104 WAKE 100,840.30 CLV STP 0.000 1 201 3 S C B 2 5 40 12+16.806-Y8
03/05 R-2425 8.1402104 WAKE 8,888.80 CLV STP 0.000 1 0 3 S C B 2 5 40 83+62.456-L-
03/06 R-2425 8.1402104 WAKE 685,000.00 WAL STP 0.000 2 0 0 S C B 2 5 40 48+31.787-L-
03/07 R-2425 8.1402104 WAKE 2,087,500.53 BRG STP I 0.055 2 854 11 S C B 2 5 40 48+31.787-L-
03/08 R-2425 8.1402104 WAKE 999,159.98 BRG STP Q 0.091 4 899 15 S C B 2 5 40 80+30.500-L-
03/09 R-2425 8.1402104 WAKE 901,739.48 BRG STP Q 0.000 4 899 15 S C B 2 5 40 80+30.500-L-
PROJECT TOTAL = 14,521,219.84 W. C. ENGLISH, INC.
05/01 B-2813 8.2791401 CATAWBA 333,508.25 RWY BRZ 723 0.461 2 0 0 SLS U B 2 12 79
05/02 B-2813 8.2791401 CATAWBA 558,392.41 BRG BRZ I 0.084 4 890 15 SLS U B 2 12 79 13+00.000-L-
PROJECT TOTAL = 891,900.66 CROWDER CONSTRUCTION C
06/01 B-2845 8.2970301 MACON 196,751.35 RWY MA 2,733 0.072 2 0 0 SLS B 4 14 97
06/02 B-2845 8.2970301 MACON 763,872.60 BRG MA Q 0.038 2 333 15 SLS B 4 14 97 10+72.500-L-
PROJECT TOTAL = 960,623.95 TAYLOR & MURPHY CONSTR
***** DEC 1998 TOTAL = $21,548,334.72
GRAND TOTAL =$367,855,567.28
COST/PROJECT MILE = $2,596,749.73 TOTAL PROJECT MILES = 141.660
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 8
AVERAGE UNIT BIDS
DATE 9801-9812
COMPLETE FILE FOR THIS PERIOD
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 68 242,800.16 16,510,411.26
2 CONSTRUCTION SURVEYING LS 19 160,284.21 3,045,400.00
7 CLEARING & GRUBBING LS 251.56 23,821.03 5,992,610.00
8 SUPP CLEARING & GRUBBING HA 27.60 6,099.05 168,333.86
12 SEALING ABANDONED WELLS EA 48 1,329.48 63,815.00
15 UNCLASSIFIED EXCAVATION M3 15,654,944 1.98 30,949,340.91
18 REINF BRG APPR ********** LS 28 15,545.43 435,272.00
19 UNDERCUT EXCAVATION M3 252,025 7.52 1,895,103.60
21 GRADING LS 30 53,483.10 1,604,493.00
22 SUPP CLEARING & GRUBBING HA 11.20 2,103.77 23,562.20
23 UNDERCUT EXCAVATION M3 3,790 12.37 46,885.00
29 SELECT GRANULAR MATERIAL M3 121,765 16.27 1,981,527.65
31 SOIL STABILIZATION FABRIC M2 177,393 1.78 316,592.95
34 PRE-SPLITTING OF ROCK M2 34,730 6.00 208,380.00
37 BORROW EXCAVATION M3 1,740,465 6.27 10,909,295.50
45 DRAINAGE DITCH EXCAVATION M3 166,012 4.76 791,185.39
48 PIPE CLEANOUT M 692.60 49.79 34,485.36
50 BERM DITCH CONSTRUCTION M 4,392 7.27 31,955.76
60 REMOVAL OF ASPH PAVEM'T M2 246,024 3.20 787,466.02
61 REMOVAL OF CONC PAVEM'T M2 144,170 5.64 813,162.50
63 PROOF ROLLING HR 379.10 135.06 51,199.86
64 TEMPORARY SHORING M2 2,282 133.96 305,700.00
69 ROCK EMBANKMENT MTN 400 32.00 12,800.00
77 SELECT MATERIAL II MTN 7,265.90 13.66 99,259.05
78 SELECT MATERAIL III MTN 3,095.40 18.88 58,456.70
79 SELECT MATERIAL IV MTN 11,616.90 13.53 157,158.15
74 FND CONDIT MAT'L MIN STR MTN 24,089.78 18.20 438,513.50
81 BEDDING MAT'L PIPE CULV MTN 5,427.44 19.66 106,697.12
88 300MM PLN CONC PIPE CULV M 9.60 110.00 1,056.00
89 375MM PLN CONC PIPE CULV M 568.56 64.37 36,601.38
90 450MM PLN CONC PIPE CULV M 89.58 62.00 5,553.96
96 375MM PARLL P RC END SECT EA 40 452.50 18,100.00
117 400MM PARLL P PF END SECT EA 2 175.00 350.00
100 300MM RCP CULV CLASS III M 2,300.40 62.36 143,444.04
101 375MM RCP CULV CLASS III M 28,139.68 79.06 2,224,705.99
102 450MM RCP CULV CLASS III M 8,595 82.07 705,368.59
103 600MM RCP CULV CLASS III M 9,256.66 87.72 812,046.52
104 750MM RCP CULV CLASS III M 4,112.12 121.48 499,545.60
105 900MM RCP CULV CLASS III M 1,673.62 162.90 272,637.91
106 1050MM RCP CULV CLASS III M 554.68 205.09 113,757.20
107 1200MM RCP CULV CLASS III M 198 248.44 49,191.36
108 1350MM RCP CULV CLASS III M 162.40 284.79 46,249.60
109 1500MM RCP CULV CLASS III M 21.60 462.22 9,984.00
110 1650MM RCP CULV CLASS III M 169.52 452.59 76,723.68
111 1800MM RCP CULV CLASS III M 85.20 464.72 39,594.00
97 ***MM RCP CULV CLASS *** M 516.06 177.36 91,529.28
98 ***0MM RCP CULV CLASS *** M 364.32 600.22 218,671.68
119 450MM RCP CULV CLASS IV M 72 68.00 4,896.00
120 600MM RCP CULV CLASS IV M 258 96.53 24,904.80
121 750MM RCP CULV CLASS IV M 258.10 109.95 28,377.08
122 900MM RCP CULV CLASS IV M 182.40 165.66 30,216.35
123 1050MM RCP CULV CLASS IV M 236.18 188.90 44,614.22
124 1200MM RCP CULV CLASS IV M 268.70 252.84 67,939.50
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 9
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
126 1500MM RCP CULV CLASS IV M 156 452.00 70,512.00
127 1650MM RCP CULV CLASS IV M 254.40 468.14 119,094.73
151 375MM RCP FES EA 11 304.54 3,350.00
152 450MM RCP FES EA 3 483.33 1,450.00
146 450MM X PIPE RC END SECT EA 14 714.28 10,000.00
148 600MM X PIPE RC END SECT EA 4 967.50 3,870.00
168 2250X1650MM RCP TAPR INLT EA 1 7,000.00 7,000.00
171 *** X *** X ***MM PERF T EA 5 916.80 4,584.00
172 375 X *** X ***MM RCP T 3 EA 5 367.40 1,837.00
173 375 X 375 X 375MM RCP T 3 EA 6 500.67 3,004.00
174 450 X *** X ***MM RCP T 3 EA 2 370.00 740.00
176 600 X *** X ***MM RCP T 3 EA 2 410.00 820.00
190 ***MM CAA PIPE CULV****MM M 322.80 133.49 43,092.00
195 150MM CS PIPE SPRBX1.63MM M 479.74 41.78 20,045.02
197 ***MM CS PIPE CULV ****MM M 252.36 72.02 18,174.56
198 400MM CS PIPE CULV 1.63MM M 1,242.38 57.03 70,859.37
199 450MM CS PIPE CULV 1.63MM M 602 65.82 39,626.90
200 600MM CS PIPE CULV 1.63MM M 273.06 87.77 23,966.74
201 800MM CS PIPE CULV 2.01MM M 103.10 101.10 10,423.54
208 450MM X PIPE PF END SECT EA 1 200.00 200.00
209 *** X *** X 400MM CSP T EA 1 400.00 400.00
216 ***MM CSP ELB ****MM EA 14 81.86 1,146.00
217 400MM CSP ELB 1.63MM EA 8 95.87 766.96
218 450MM CSP ELB 1.63MM EA 8 120.72 965.78
219 600MM CSP ELB 1.63MM EA 1 205.00 205.00
234 ***0MM BCCSP A **** M 28.80 22.00 633.60
238 400MM BCCSP A 1.63 M 7.20 225.00 1,620.00
251 ***MM BCCSP B **** M 1,448.44 54.36 78,740.74
255 400MM BCCSP B 1.63 M 5,167.10 63.73 329,285.14
258 450MM BCCSP B 1.63 M 2,425.02 74.30 180,188.32
260 450MM BCCSP B 2.77 M 84 82.00 6,888.00
261 600MM BCCSP B 1.63 M 1,439.44 88.69 127,667.20
262 600MM BCCSP B 2.01 M 130.80 87.00 11,379.60
263 600MM BCCSP B 2.77 M 315.60 100.00 31,560.00
264 600MM BCCSP B 3.51 M 292.24 112.69 32,934.16
265 800MM BCCSP B 2.01 M 356.50 133.91 47,739.73
266 800MM BCCSP B 2.77 M 189.60 155.00 29,388.00
267 800MM BCCSP B 3.51 M 43.20 180.00 7,776.00
268 800MM BCCSP B 4.27 M 39.60 190.00 7,524.00
269 900MM BCCSP B 2.01 M 108 149.37 16,131.60
272 900MM BCCSP B 2.77 M 72 196.00 14,112.00
273 900MM BCCSP B 2.77 75X25 M 33.60 220.00 7,392.00
275 900MM BCCSP B 3.51 M 201.60 200.00 40,320.00
276 900MM BCCSP B 3.51 75X25 M 250.60 250.00 62,650.00
281 1000MM BCCSP B 2.77 M 115.20 222.86 25,674.00
293 1200MM BCCSP B 2.77 M 117.60 236.49 27,811.20
295 1200MM BCCSP B 2.77 75X25 M 58.80 290.00 17,052.00
297 1200MM BCCSP B 3.51 M 45.60 290.00 13,224.00
299 1200MM BCCSP B 3.51 75X25 M 51.60 320.00 16,512.00
300 1200MM BCCSP B 3.51E75X25 M 45.60 350.00 15,960.00
303 1400MM BCCSP B 2.77 M 10.80 325.00 3,510.00
316 1500MM BCCSP B 2.77E75X25 M 140.40 410.00 57,564.00
320 1500MM BCCSP B 3.51E75X25 M 117.60 440.00 51,744.00
337 1800MM BCCSP B 3.51 M 32.40 450.00 14,580.00
340 1800MM BCCSP B 3.51E75X25 M 51.60 575.00 29,670.00
381 ***MM BCCSP ELB B **** EA 85 125.58 10,674.56
382 400MM BCCSP ELB B 1.63 EA 213 194.16 41,356.20
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 10
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
383 450MM BCCSP ELB B 1.63 EA 43 220.70 9,490.00
384 600MM BCCSP ELB B 1.63 EA 14 272.28 3,812.00
386 800MM BCCSP ELB B 2.01 EA 8 343.50 2,748.00
428 ***0X ***0MM BCCSP ARC*** M 30 868.00 26,040.00
434 ***0MM CS STR PLT ****MM M 536.40 779.98 418,380.00
494 150MM SLOPE PROTECTION M2 270.40 59.77 16,162.40
497 FINE GRADING LS 34 95,523.97 3,247,815.00
498 SEALING PAVEMENT CRACKS KG 3,790 10.23 38,790.00
499 SEALING PVMT CRKS & JTS KG 1,150 10.03 11,534.50
500 LIME TRTD SOIL (SLURRY) M2 464,214 1.94 902,195.66
501 LIME TRTD SOIL (QUICKLIME M2 2,000 5.00 10,000.00
503 LIME FOR LIME TRTD SOIL MTN 5,173 145.57 753,057.50
504 #57 STONE MTN 182 47.66 8,675.00
506 RUBBLIZING CONC PAVEMENT M2 74,275 3.00 222,825.00
507 STABILIZER AGGREGATE MTN 10,450 16.90 176,577.50
509 AGGREGATE BASE COURSE MTN 586,121 11.39 6,674,223.40
525 ***MM SOIL CEMENT BASE M2 512,259 1.92 984,314.47
526 PC FOR SOIL CEMENT BASE MTN 16,543 118.01 1,952,194.15
527 AGGREGATE FOR SOIL CEM B MTN 11,171 13.48 150,644.25
528 ASPHALT CURING SEAL L 621,179 0.52 325,471.12
530 INCIDENTAL STONE BASE MTN 30,506 18.78 572,802.70
532 SHOULDER BORROW M3 48,842 3.81 185,965.00
537 PRIME COAT L 153,003 0.65 99,032.60
540 MILLING ASPH PVMT ***MM M2 178,876 2.04 365,259.50
541 MILLING ASPH PVMT ***-*** M2 18,415 4.27 78,566.25
543 INCIDENTAL MILLING M2 780 11.35 8,850.00
547 ASPHALT CEMENT PLANT MIX MTN 66,714 145.16 9,684,174.25
552 ASPH CONC BASE CO TYPE HB MTN 362,990 28.14 10,215,312.05
560 ASPH CONC BIND CO H MTN 17,548 34.27 601,451.20
558 ASPH CONC BIND CO HDB MTN 210,727 29.76 6,271,657.50
563 ASPH CONC SURF CO I-1 MTN 19,454 38.98 758,389.40
566 ASPH CONC SURF CO I-2 MTN 15,639 33.78 528,349.05
568 ASPH CONC SURF CO HDS MTN 177,306 29.44 5,220,319.75
551 ASPH CONC BASE CO SP25.0 MTN 41,600 32.01 1,331,532.00
553 ASPH CONC BNDR CO SP19.0 MTN 48,170 32.31 1,556,620.00
557 ASPH CONC SURF CO SP12.5 MTN 37,065 31.93 1,183,458.50
574 ASPH PLT MIX PVMT REPAIR MTN 5,749 111.02 638,249.50
657 RIGHT OF WAY MARKERS EA 1,082 102.84 111,270.85
659 PIPE REMOVAL M 11,423.14 26.39 301,486.99
662 SUBDRAIN EXCAVATION M3 20,661 8.45 174,565.52
663 SUBDR FINE AGGREGATE M3 10,186 31.88 324,732.82
664 100MM PERF SUBDR PIPE M 2,000 16.50 33,000.00
665 150MM PERF SUBDR PIPE M 23,684 15.77 373,621.00
667 100MM SUBDR PIPE Y,T,&L'S EA 67 10.00 670.00
668 150MM SUBDR PIPE Y,T,&L'S EA 2,330 10.80 25,159.30
670 CONC PAD FOR SUBDRN OUTLT EA 184 168.77 31,053.00
671 100MM OUTLET PIPE (SD) M 40 13.00 520.00
672 150MM OUTLET PIPE (SD) M 405 19.80 8,019.55
678 SHLDR DRAINS M 16,546 6.80 112,566.72
679 100MM SHLDR DRAINS PIPE M 17,746 4.02 71,329.82
680 CONC PAD SHLDR DRAIN OUTL EA 71 143.54 10,191.44
681 100MM OUTLET PIPE (SH DRN M 593.50 11.22 6,657.20
683 BLOTTING SAND MTN 123 49.26 6,059.05
686 METAL FUNNELS EA 95 529.03 50,258.00
688 300MM FUNNEL DRAIN PIPE M 850.35 55.46 47,162.72
689 200MM FUNNEL DRAIN ELBOWS EA 6 178.00 1,068.00
690 300MM FUNNEL DRAIN ELBOWS EA 99 180.52 17,871.32
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 11
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
692 SEEPS M2 50 50.00 2,500.00
693 SAND CEMENT HEADWALLS M2 38.20 395.00 15,089.00
694 CONC EWALLS CLASS A M3 121.60 795.00 96,671.96
695 CONC EWALLS CLASS B M3 129.80 831.95 107,987.02
696 BRICK MASONRY ENDWALLS M3 90.60 843.13 76,387.66
697 REINF BRICK MASONRY EWALL M3 47.90 865.65 41,464.46
698 REINFORCING STEEL, EWALL KG 8,337 2.74 22,844.76
700 PIPE COLLARS M3 114.13 835.44 95,349.35
702 PIPE PLUGS M3 14.36 837.39 12,024.90
701 FLOWABLE FILL M3 103.30 254.86 26,327.50
706 MASONRY DRAINAGE STRS EA 2,390 1,023.91 2,447,157.05
707 MASONRY DRAINAGE STRS M3 126.25 837.70 105,760.20
708 MASONRY DRAINAGE STRS M 159.35 622.08 99,128.71
720 FRM & GRT STD 840.**** EA 14 271.78 3,805.00
724 FRM GRT&HD STD 840.03**** EA 930 349.48 325,013.26
728 FRM & GRT STD 840.13 EA 20 286.00 5,720.00
730 FRM & 2GRTS STD 840.16 EA 224 371.92 83,310.00
732 FRM & GRT STD 840.20 EA 21 309.05 6,490.00
734 FRM & 2GRTS STD 840.20 EA 105 310.00 32,550.00
738 FRM & 2GRTS STD 840.22 EA 435 289.10 125,759.93
742 FRM & 2GRTS STD 840.24 EA 301 284.08 85,507.76
744 FRM & GRT STD 840.29 EA 12 310.83 3,730.00
743 FRAME W/2 GRTS STD 840.29 EA 32 194.53 6,225.00
745 FRM W/GRATE, STD 840.33 EA 1 315.00 315.00
746 FRAME W/2 GRTS STD 840.33 EA 4 397.50 1,590.00
748 FRM W/GOVER STD 840.54 EA 155 349.15 54,118.81
752 GRT&FRM DRIVEWAY DI EA 1 5,210.00 5,210.00
710 CONC APRON FOR CB EA 9 425.00 3,825.00
712 CONC APRON FOR DI EA 89 383.30 34,114.04
756 ***MM SLUICE GATE EA 1 3,970.00 3,970.00
758 CONC RETAINING WALLS M3 960 534.35 512,981.00
764 CONC STEPS M3 2.50 1,000.00 2,500.00
768 *** X ***MM CONC CURB M 1,365 47.44 64,756.50
769 200 X 150MM CONC CURB M 265 36.24 9,603.75
771 450MM CONC CURB & GUTTER M 3,535 28.04 99,140.00
772 750MM CONC CURB & GUTTER M 70,088 36.68 2,570,762.95
776 SHLDR BERM GUTTER M 17,883 37.70 674,176.23
778 ***MM CONC GUTTER M2 2,800 41.00 114,800.00
781 MODIFIED CONCRETE FLUME EA 2 2,726.00 5,452.00
782 CONC XPRESSWAY GUTTER M 6,070 43.72 265,368.00
789 100MM CONC SIDEWALK M2 44,220 26.08 1,153,274.20
791 CONC WHEELCHAIR RAMPS M2 3,015.88 44.27 133,528.68
793 150MM CONC DRIVEWAY M2 7,606.34 42.48 323,162.07
795 100MM CONC PAVED DITCH M2 940 48.48 45,575.54
798 75MM CONC ISLAND COVERS M2 245 34.00 8,330.00
805 125MM MONOLITHIC CONC ISL M2 5,387 36.61 197,205.20
806 150MM MONOLITHIC CONC ISL M2 16,132 50.20 809,865.30
813 ***MM CONC GLARE SCREEN M 5,450 36.72 200,150.00
822 CONC BARRIER TRANSITION EA 18 3,533.33 63,600.00
823 VAR HT CONC BARR ******** M 11,505 197.10 2,267,660.00
825 PC CONC BARRIER, SF M 473 208.46 98,600.00
827 ADJUSTMENT OF CATCH BASIN EA 13 382.49 4,972.32
829 ADJUSTMENT OF DROP INLETS EA 4 577.06 2,308.25
831 ADJUSTMENT OF MANHOLES EA 121 321.62 38,916.22
833 ADJUSTMT OF MB & VALVE BX EA 290 177.43 51,455.03
834 CONVERT CB TO JB EA 59 945.48 55,783.52
835 CONVERT CB TO DI EA 4 562.50 2,250.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 12
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
837 CONVERT DI TO JB EA 30 920.91 27,627.40
838 CONVERT DI TO CB EA 1 600.00 600.00
841 CONVERT JB TO DI EA 1 750.00 750.00
863 STL BM GRDRAIL M 78,955.94 33.86 2,673,499.50
864 STL BM GRDRAIL SHOP CURV M 1,201.77 42.46 51,023.87
867 3C STEEL BM GUARDRAIL M 105 91.00 9,555.00
868 3C STL GUARDRAIL TRM SECT EA 9 55.00 495.00
857 STL BM GRDRAIL TERM SECT EA 27 41.71 1,126.20
869 508MM TUBLR 3C STL BM GRD M 1,510 190.30 287,353.00
871 W-TR STL BM GRDRAIL TRANS EA 27 300.00 8,100.00
873 ADDIT GRDRAIL POSTS EA 445 37.43 16,656.50
875 GRDRAIL ANCHOR ********** EA 169 1,548.82 261,750.00
876 GRDRAIL ANCHOR ********** EA 27 1,129.55 30,498.00
879 GRDRAIL ANCHOR AT-1 EA 47 543.04 25,523.00
891 GRDRAIL ANCHOR CAT-1 EA 198 575.48 113,946.00
892 GRDRAIL ANCHOR MELT EA 256 1,052.60 269,466.00
902 GRDRAIL ANCHOR VI EA 8 1,000.00 8,000.00
903 GRDRAIL ANCHOR VI (MOD) EA 22 1,126.82 24,790.00
912 GRDRAIL ANCHOR XI EA 149 1,072.75 159,840.00
915 GRDRAIL ANCHOR XI (MOD) EA 6 1,266.67 7,600.00
914 GRDRAIL ANCHOR XIII EA 13 581.17 7,555.25
917 R&RSET EXISTING GUARDRAIL M 804.96 21.60 17,386.68
920 REMOVE GUARDRAIL M 32,520.61 3.15 102,377.25
923 R&STKPL GUARDRAIL M 3,130.75 5.33 16,695.20
933 WW WIRE FENCE 1200MM FABR M 53,439 5.10 272,494.20
939 100MM FENCE POSTS 2.30M EA 9,660 16.02 154,722.50
945 125MM FENCE POSTS 2.50M EA 2,448 64.30 157,416.75
963 CL FENCE ****MM FABRIC M 760 10.50 7,980.00
966 CL FENCE 1200MM FABRIC M 12,924 13.23 170,985.60
969 LINE POST FOR ****MM CL F EA 311 26.37 8,200.70
972 LINE POST FOR 1200MM CL F EA 3,542 30.44 107,825.00
975 TERM POST FOR ****MM CL EA 40 100.75 4,030.00
978 TERM POST FOR 1200MM CL EA 197 89.62 17,655.00
985 ADDITIONAL BARBED WIRE M 2,863 1.93 5,520.25
990 ***S BARB WIRE F W/POSTS M 724 15.70 11,364.50
993 TEMP ****MM WW F W/POSTS M 490 21.79 10,676.50
996 WOVEN WIRE FENCE RESET M 535 18.46 9,875.75
998 BARBED WIRE FENCE RESET M 265 13.12 3,476.80
1000 CHAIN LINK FENCE RESET M 76 56.01 4,256.65
1007 PLN RIP RAP CL I M2 156 30.77 4,800.00
1009 PLN RIP RAP CL II M2 365 33.86 12,360.00
1008 PLN RIP RAP CL I MTN 18,378.50 25.78 473,764.68
1010 PLN RIP RAP CL II MTN 1,445.50 29.21 42,225.00
1053 PLN RIP RAP, CLASS A MTN 1,143 27.51 31,444.50
1054 PLN RIP RAP, CLASS B MTN 31,217.20 24.73 772,000.76
43 FILTER FABRIC FOR DRAINGE M2 101,794 2.01 204,599.90
1100 DEMOLIT OF BLDG ITEM **** LS 27 1,337.59 36,115.00
1101 BLDG REMOVAL ITEM **** LS 312 123.94 38,670.00
1514 TYPE D SIGNS, FABRICATION M2 16.48 248.13 4,089.20
1515 TYPE E SIGNS, FABRICATION M2 80.90 169.85 13,740.76
1516 TYPE F SIGNS, FABRICATION M2 24.43 143.76 3,512.20
1523 RC SIGN FOOTINGS M3 34 710.44 24,154.92
1524 PLN CONC SIGN FOOTINGS M3 11 854.09 9,394.99
1526 BRKWY STL BEAM SIGN SUPPT KG 14,197 5.52 78,394.57
1527 SIMPLE STL BEAM SIGN SUPP KG 4,332 4.23 18,325.44
1528 4.5KG STEEL U-CHNL POST M 5,556 24.13 134,046.80
1529 3KG STEEL U-CHNL POST EA 25 29.64 741.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 13
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1531 TYPE A SIGNS, ERECTION EA 35 445.71 15,600.00
1532 TYPE B SIGNS, ERECTION EA 61 285.82 17,435.00
1533 TYPE D SIGNS, ERECTION EA 66 129.13 8,522.32
1534 TYPE E SIGNS, ERECTION EA 770 87.35 67,261.70
1535 TYPE F SIGNS, ERECTION EA 85 112.39 9,552.82
1536 MILEMARKERS, ERECTION EA 29 29.26 848.68
1539 OVERHEAD SIGN ASSMBLY *** LS 24 33,481.67 803,560.02
1542 LITE SYS OVERHD SIGN *** LS 24 4,933.25 118,398.00
1544 REMV & DISP SIGN 1 SUPP EA 21 41.43 870.00
1547 REMV & DISP SIGN 2 SUPP EA 43 46.51 2,000.00
1550 REMV & DISPOSE OF SUPP EA 113 38.32 4,330.00
1552 REMV & DISPOSE OF FOOTNGS EA 89 241.80 21,520.00
1555 REMV & DISPOSE SEC SIGNS EA 2 25.00 50.00
1558 REMV & DISP SIGN MTD U EA 14 60.00 840.00
1561 REMV & DISP U POSTS EA 18 20.19 363.36
1564 REMV & DISP MM & POSTS EA 13 25.46 331.00
1566 REMV & DISP OH SIGN ASSMB EA 4 3,500.00 14,000.00
1569 REMV & DISP OH SIGNS EA 3 450.00 1,350.00
1578 ATTA OH SIGN TO OH ASSMB EA 3 1,346.67 4,040.00
1592 R&D SIGN & U POST EA 425 38.10 16,192.00
1579 ATTA SIGN ABV OH SIGN EA 1 250.00 250.00
1587 ERECT SIGN ON SUPPORT EA 7 365.00 2,555.00
1589 ERECT SIGN ON U POST EA 52 82.07 4,267.86
1590 BARR SIGN SUPPORT ASSMBLY EA 3 130.00 390.00
2199 WORK ZONE SIGNS (STAT) M2 2,732.94 92.94 254,008.86
2249 WORK ZONE SIGNS (PORT) M2 983.03 95.20 93,590.33
2205 WORK ZONE SIGNS (BARRICAD M2 613.37 73.05 44,808.11
2214 FLASHING ARROW PANELS EA 48 4,077.07 195,699.51
2245 CHANGEABLE MESSAGE SIGNS EA 19 15,771.05 299,650.00
2251 WARNING FLAGS EA 332 20.57 6,830.50
2208 DRUMS EA 9,923 58.06 576,121.70
2204 CONES EA 3,667 22.55 82,711.58
2200 BARRICADES (TYPE II) M 60 24.75 1,485.00
2203 BARRICADES (TYPE III) M 4,011.01 42.25 169,487.36
2255 FLAGGER HR 18,120 15.80 286,296.00
2254 FLAGGER MD 8,395 123.91 1,040,207.70
2250 WARNING LIGHTS (TYPE B) EA 125 371.90 46,487.14
2231 TEMPORARY CRASH CUSHIONS EA 81 10,374.07 840,300.00
2233 RESET CRASH CUSHION EA 36 1,708.33 61,500.00
2236 TRUCK MTD IMP ATTN 45 MPH EA 31 6,837.17 211,952.40
2237 TRUCK MTD IMP ATTN 60 MPH EA 9 13,722.22 123,500.00
2186 PORTABLE BARRIER M 28,420 63.25 1,797,672.05
2185 PORT BARRIER, ANCHORED M 1,370 64.55 88,440.00
2259 PORT BARRIER, DRAINAGE M 7,340 68.43 502,280.00
2260 RESET PORTABLE BARRIER M 26,550 13.79 366,134.00
2261 RESET PORT BARRIER ANCHRD M 1,010 32.89 33,220.00
2252 POLICE HR 1,496 31.82 47,597.40
2228 TUBULAR MARKERS (FIXED) EA 60 50.00 3,000.00
2229 GUIDE SIGN TMP COVER OVER EA 4 500.00 2,000.00
2230 GUIDE SIGN TMP COVER GRD EA 14 182.14 2,550.00
2234 BACKFILL MATERIAL M 5,854 11.30 66,150.20
2235 TEMPORARY GLARE SCREEN M 960 28.00 26,880.00
2182 PORT CONC BARRIER, SF M 120 20.00 2,400.00
2248 SF CHANGEABLE MESG SIGNS EA 2 5,000.00 10,000.00
2246 TEMP CRASH CUSHIONS SF EA 1 2,000.00 2,000.00
2045 REM TAPE LINES 100MM M 28,080 4.18 117,372.20
2052 REM TAPE LINES 200MM M 323 7.24 2,339.50
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 14
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2061 REM TAPE LINES 600MM M 250 22.00 5,500.00
2048 100MM YELLOW TAPE M 330 6.40 2,110.80
2055 200MM YELLOW TAPE M 60 9.84 590.40
2088 TAPE MESG 'ONLY' EA 1 150.00 150.00
2093 REM TAPE PVT MKG SYMBOL EA 22 139.54 3,070.00
2096 TAPE SYMB 'RT ARR' EA 1 150.00 150.00
2144 TEMP RAISED PVMT MRKS EA 18,659 4.27 79,655.47
2145 TEMP RAISED MRKS, CRYSTAL EA 33 3.25 107.25
2146 TEMP RAISED MRKS, C&R EA 3,709 4.96 18,408.32
2147 TEMP RAISED MRKS, Y&Y EA 2,803 4.67 13,081.75
2173 GR DELINATRS, TEMP CRYSTL EA 860 7.89 6,782.20
2187 GR DELINATRS, TEMP YELLOW EA 900 6.13 5,520.00
2189 BARRIER DELIN TEMP,CRYSTL EA 2,554 9.41 24,024.50
2188 BARRIER DELIN TEMP, YELLO EA 1,331 9.17 12,200.00
2217 TEMP STEEL BM GUARDRAIL M 11,503.38 23.04 265,037.67
2221 TEMP STEEL BM GRDRAIL TS EA 7 20.71 145.00
2222 GRDRAIL ANCH ************ EA 113 759.51 85,825.00
2225 GRDRAIL ANCH ************ EA 4 800.00 3,200.00
2226 GRDRAIL ANCH BCT-1 (TEMP) EA 6 566.67 3,400.00
1863 100MM THERMO MKG, 2.3MMTK M 163,696 1.22 199,129.30
1864 100MM THERMO MKG 3.1MM TK M 135,443 1.50 203,059.07
1866 150MM THERMO MKG 3.1MM TK M 26,050 1.92 49,995.50
1867 200MM THERMO MKG 2.3MM TK M 41,486 2.15 89,090.93
1868 200MM THERMO MKG 3.1MM TK M 672 2.90 1,951.00
1869 300MM THERMO MKG 2.3MM TK M 3,800 5.05 19,208.00
1870 600MM THERMO MKG 3.1MM TK M 2,040.20 13.02 26,559.10
1871 100MM THERMO YELLOW 2.3MM M 48,873 1.29 63,314.13
1872 100MM THERMO YELLOW 3.0MM M 6,810 1.63 11,108.70
1873 200MM THERMO YELLOW 2.3MM M 155 2.38 369.50
1874 200MM THERMO YELLOW 3.0MM M 200 3.00 600.00
1877 THERMO PVT MKG CHARACTER EA 196 56.63 11,099.60
1880 THERMO PVM SYMB 'SCHOOL' EA 8 300.00 2,400.00
1883 THERMO PVM SYMB 'ONLY' EA 21 73.09 1,535.00
1886 THERMO PVT MKG SYMB 2.3MM EA 1,318 76.00 100,175.68
1889 THERMO PVM SYMB 'RT ARR' EA 118 84.96 10,025.00
1892 THERMO PVM SYMB 'STR ARR' EA 313 73.74 23,081.80
1895 THERMO PVM SYMB 'STR & LT EA 3 115.00 345.00
1898 THERMO PVM SYMB 'STR & RT EA 48 119.72 5,746.50
1907 THERMO PVM SYMB 'RAMP ARR EA 3 70.00 210.00
1910 THERMO PVM SYM 'HANDI PRK EA 1 125.00 125.00
1963 COLD APP PLAS LINES 150MM M 220 8.50 1,870.00
1964 COLD APP PLAS LINES 200MM M 220 11.00 2,420.00
1967 CP LINES 100MM YELLOW M 1,136 6.99 7,939.36
1968 CP LINES 200MM YELLOW M 30 9.84 295.20
1977 CP MESG 'ONLY' EA 1 150.00 150.00
1983 CP SYMBLS 'RT ARR' EA 1 150.00 150.00
1986 CP SYMBLS 'STRAIGHT ARR' EA 25 153.00 3,825.00
2023 PAINT PVT MKG LINES 100MM M 1,423,670.70 0.39 560,341.05
2029 PAINT PVT MKG LINES 150MM M 38,060 0.56 21,280.00
2032 PAINT PVT MKG LINES 200MM M 316,015 0.64 202,589.80
2039 PAINT PVT MKG LINES 300MM M 8,000 3.28 26,240.00
2042 PAINT PVT MKG LINES 600MM M 5,198.80 4.80 24,964.19
2026 PAINT MRKNS 100MM YELLOW M 202,796 0.64 129,047.60
2035 PAINT MRKNS 200MM YELLOW M 200 1.25 250.00
2067 PAINT PVMT SYMB 'RXR' EA 10 89.00 890.00
2076 PAINT PVT MKG CHARACTER EA 222 31.18 6,922.80
2085 PAINT PVMT SYMB 'ONLY' EA 28 31.43 880.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 15
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2092 PAINT PVT MKG SYMBOL EA 1,163 36.93 42,948.64
2095 PAINT PVMT SYMB 'RT ARR' EA 180 25.00 4,500.00
2098 PAINT PVMT SYMB 'STR ARR' EA 438 28.77 12,602.90
2101 PAINT PVMT SYMB 'STR & LT EA 2 35.00 70.00
2104 PAINT PVMT SYMB 'STR & RT EA 38 43.62 1,657.50
2142 REMVL OF 100MM LINES M 127,710 1.60 204,042.60
2140 REMVL OF 150MM LINES M 1,950 1.58 3,075.00
2141 REMVL OF 200MM LINES M 10,200 2.57 26,204.00
2155 REMVL OF 300MM LINES M 500 3.28 1,640.00
2169 REMVL OF 600MM LINES M 230 6.94 1,596.00
2143 REMOVAL OF SYMBL & CHARAC EA 131 37.73 4,943.40
2013 CURING COMPD REMOVAL LINE M 7,401 1.90 14,104.00
2016 CURING COMPD REMOVAL SYMB EA 18 71.11 1,280.00
2149 PERM RAISED PVMT MARKERS EA 8,731 5.65 49,374.30
2151 PERM RAISED MRKS, C&R EA 5,058 4.84 24,487.00
2152 PERM RAISED MRKS, Y&Y EA 1,614 6.80 10,982.80
2153 PERM RAISED MRKS, Y&R EA 48 3.25 156.00
2156 SNOWPLB RAISED PVMT MRKER EA 7,018 34.67 243,338.88
2157 SNOWPLB RAISED MRKERS Y&Y EA 20 35.00 700.00
2158 SNOWPLB RAISED MRKERS C&R EA 2,250 33.86 76,192.50
2170 GR DELINATRS, PERM CRYSTL EA 4,353 6.18 26,922.45
2164 GR DELINATRS, PERM YELLOW EA 523 5.56 2,910.80
2167 BARRIER DELIN PERM, CRYST EA 2,891 3.64 10,538.75
2166 BARRIER DELIN PERM, YELLW EA 1,263 7.59 9,584.00
2165 GRDRL END DELINEATION EA 448 33.79 15,140.00
2171 2.1M U-CHANNEL POSTS EA 37 30.44 1,126.16
2184 FLEX DELINATR (CRYSTAL) EA 401 28.95 11,608.95
2195 FLEX DELINATR (YELLOW) EA 117 28.79 3,369.05
2196 FLEX DELINATR (CRY & RED) EA 80 29.37 2,349.50
2197 FLEX DELINATR (YEL & RED) EA 45 29.54 1,329.50
2178 OBJECT MARKERS (TYPE 1) EA 3 55.00 165.00
2193 OBJECT MARKERS (TYPE 3) EA 23 65.39 1,504.00
2194 OBJECT MARKERS (END OF RD EA 15 62.10 931.50
1159 STD FOUNDAT *********** EA 82 555.55 45,555.00
1184 ELEC DUCT TYP BD SIZ **** M 6,705 10.24 68,650.35
1185 ELEC DUCT TYP JA SIZ **** M 254 105.00 26,670.00
1199 **#6 W/G FDR CIR 2 CNDUIT M 316 14.00 4,424.00
1206 ELEC JB ************ EA 30 460.00 13,800.00
1212 PORTABLE LIGHTING LS 7 199,160.00 1,394,120.00
1403 FND CONDIT MAT'L ******** MTN 2,688.70 21.15 56,867.92
1213 BEDDN MAT'L CL ********** MTN 1,610.70 21.21 34,165.22
1215 SEL BKFL MAT'L CLASS II MTN 40 25.00 1,000.00
1405 PVMT REP FOR UTILITY WORK MTN 491.45 126.72 62,278.95
1245 150MM DI WP CL*********** M 463 88.29 40,876.60
1246 200MM DI WP CL*********** M 215 97.00 20,855.00
1249 400MM DI WP CL*********** M 3,747 139.84 523,970.00
1232 ***MM DI H2O PIPE ****MPA M 1,511 167.47 253,047.17
1233 100MM DI H2O PIPE 2.41MPA M 49.93 112.00 5,592.16
1234 150MM DI H2O PIPE 2.41MPA M 393.10 84.68 33,288.28
1235 200MM DI H2O PIPE 2.41MPA M 699.21 86.99 60,822.77
1237 300MM DI H2O PIPE 2.41MPA M 670.72 127.91 85,791.88
1238 400MM DI H2O PIPE ****MPA M 103 85.00 8,755.00
1240 600MM DI H2O PIPE ****MPA M 829 217.19 180,050.00
1226 400MM DI RS JT ********** M 98.60 288.57 28,452.90
1228 DI RES JT H2O PIPE FITNGS KG 1,205 6.23 7,511.00
1230 ***MM DI R XING ********* M 63 1,397.00 88,011.00
1253 20MM CU WATER PIPE TYPE K M 647.56 51.79 33,539.98
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 16
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1254 25MM CU WATER PIPE TYPE K M 29.89 99.15 2,963.55
1276 50MM PVC H2O P SD21 1.38 M 224.93 40.84 9,186.83
1278 150MM PVC H2O P SD21 1.38 M 30 49.22 1,476.60
1286 300MM PVC WP DR *** **** M 268 75.46 20,223.28
1293 DI H2O FITTINGS 1.72MPA KG 32,263.90 6.96 224,612.85
1267 25MM PE H2O TUBE SDR9 *** M 1,301.30 15.12 19,673.00
1303 20MM CORPORATION STOP EA 37 131.97 4,883.00
1306 50MM CORPORATION STOP EA 10 250.00 2,500.00
1328 100MM GATE V & V BX EA 1 391.00 391.00
1329 150MM GATE V & V BX EA 7 578.89 4,052.25
1330 200MM GATE V & V BX EA 2 825.00 1,650.00
1332 300MM GATE V & V BX EA 3 1,216.67 3,650.00
1322 25MM BRZ GATE V & V BX EA 1 150.00 150.00