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
1312 ***MM BALL VALVE EA 6 693.58 4,161.50
1335 ***MM BUTRFLY V & V BX EA 3 3,552.50 10,657.50
1338 600MM BUTRFLY V & V BX EA 4 5,250.00 21,000.00
1353 ***MM AIR REL V & MANHOLE EA 1 2,153.00 2,153.00
1350 *** X ***MM TAPN SLV V BX EA 3 2,291.67 6,875.00
1308 *** X 20MM TAPPING SADDLE EA 43 222.02 9,546.72
1310 *** X ***MM TAPPING SADDL EA 4 249.54 998.16
1361 ***MM BLOW OFF ASSEMBLY EA 2 805.00 1,610.00
1363 50MM BLOW OFF ASSEMBLY EA 1 825.00 825.00
1296 150MM TRANS COUPLN ****** EA 1 152.25 152.25
1373 RELOCATE WATER METER EA 42 361.07 15,165.00
1365 FIRE HYDRANT EA 2 1,750.00 3,500.00
1367 RELOCATE FIRE HYDRANT EA 36 1,033.99 37,223.50
1371 R&STKPILE FIRE HYDRANTS EA 1 761.25 761.25
1408 100MM PVC SS PIPE SDR 35 M 25.20 45.00 1,134.00
1409 150MM PVC SS PIPE SDR 35 M 53 72.00 3,816.00
1410 200MM PVC SS PIPE SDR 35 M 328.72 157.98 51,931.18
1412 300MM PVC SS PIPE SDR 35 M 40 82.02 3,280.80
1414 ***MM PVC FRC MN SS 1.38 M 105 164.05 17,225.25
1416 150MM PVC FRC MN SS 1.38 M 327.40 56.85 18,612.69
1436 400MM DI SS PIPE CL **** M 56.82 182.00 10,341.24
1439 750MM DI SS PIPE CL **** M 115.50 570.56 65,900.00
1420 100MM DI SS PIPE PC 2.41 M 23.44 295.00 6,914.80
1421 150MM DI SS PIPE PC 2.41 M 29 88.00 2,552.00
1422 200MM DI SS PIPE PC 2.41 M 171.27 129.99 22,264.31
1423 250MM DI SS PIPE PC 2.41 M 39.70 391.00 15,522.70
1424 300MM DI SS PIPE PC 2.41 M 59.30 219.36 13,007.85
1427 600MM DI SS PIPE PC **** M 43 125.00 5,375.00
1447 100MM DI FRC MN SS ****** M 90 81.00 7,290.00
1443 150MM DI FRC MN SS P 2.41 M 151.80 62.16 9,436.75
1468 DI SS PIPE FITTINGS KG 809.15 7.49 6,063.90
1492 SANITARY SEWER CLEAN-OUT EA 2 391.00 782.00
1470 STD 1200MM DIA PC MH 0-2M EA 19 1,721.05 32,700.00
1471 STD 1500MM DIA PC MH 0-2M EA 3 2,666.67 8,000.00
1482 STD PC MH WALL 1200MM 2+ M 19.46 646.18 12,574.60
1484 STD PC MH WALL, 1500MM 2+ M 4 600.00 2,400.00
1476 SS MH OS DROP ASSEMBLY M 3 625.00 1,875.00
1496 FL OR REMV *** PIPE ***** M2 610 61.05 37,240.00
1497 FL OR REMV 150 PIPE ***** M2 643 16.00 10,288.00
1498 FL OR REMV 200 PIPE ***** M2 546 19.65 10,727.80
1500 FL OR REMV 300 PIPE ***** M2 4,223.55 26.03 109,929.30
1501 FILL/REM ABN 400 PIPE *** M 375 23.70 8,887.00
1479 B,P&F ABANDN UTIL MANHOLE EA 7 1,714.28 12,000.00
1485 BREAK DOWN & REBUILD MH EA 35 1,335.57 46,745.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 17
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1487 REMOVE EXISTING MANHOLE EA 2 975.00 1,950.00
1483 BREAK DOWN & CAP MANHOLE EA 4 1,000.00 4,000.00
1385 ***MM STL NCAS PIPE****OC M 198.20 67.94 13,465.00
1386 300MM STL NCAS PIPE****OC M 75 85.00 6,375.00
1389 750MM STL NCAS PIPE****OC M 138 274.35 37,859.85
1392 ***MM STL NCAS PIPE****BJ M 94 384.01 36,097.13
1397 900MM STL NCAS PIPE****BJ M 95 609.00 57,855.00
1081 TEMPORARY SILT FENCE M 25,425 10.06 255,780.75
1097 EROS CONTRL STONE CL A MTN 460 34.89 16,049.40
1098 EROS CONTRL STONE CL B MTN 41,256 27.55 1,136,799.35
1089 SEDIMENT CONTROL STONE MTN 21,844 27.34 597,340.20
1075 TEMPORARY MULCHING HA 638.50 1,047.15 668,603.60
1059 SEED FOR TEMP SEEDING KG 28,150 6.51 183,425.00
1060 FERT FOR TEMP SEEDING MTN 227.75 641.57 146,117.57
1076 TEMPORARY SLOPE DRAINS M 12,830 33.83 434,109.30
1077 INLET PROTCN @ TSD'S EA 663 132.02 87,530.80
52 SILT EXCAVATION M3 245,905 5.60 1,378,340.80
1056 SYNTHETIC ROVING M2 105,120 2.08 219,135.05
1067 MATTING FOR EROS CONTROL M2 126,215 1.93 243,619.60
1091 6.4MM HARDWARE CLOTH M 12,722 14.07 178,983.00
1099 ***MM TEMPORARY PIPE M 481 89.76 43,174.65
1094 FLOAT TURBIDITY CURTAIN M2 45 41.67 1,875.00
53 *** X *** X *** PERF TEE EA 18 1,709.54 30,771.81
54 *** X *** X *** PERF TEE EA 8 2,463.91 19,711.30
1085 STILLING BASINS M3 5,568 17.53 97,611.40
1057 SEEDING & MULCHING HA 600.40 2,954.71 1,774,009.88
1058 MOWING HA 321.50 91.47 29,406.88
1061 SEED FOR REPAIR SEEDING KG 8,300 11.64 96,631.50
1062 FERT FOR REPAIR SEEDING MTN 31.50 847.09 26,683.32
1063 SEED FOR SUPP SEEDING KG 17,025 4.47 76,044.25
1065 SODDING M2 34,016 6.77 230,397.20
1066 WATER KL 851.77 41.48 35,332.92
1068 FERTILIZER TOPDRESSING MTN 1,492.25 364.36 543,711.19
1093 IMPERVIOUS DIKE M 795 136.47 108,496.50
1095 SPECIALIZED HAND MOWING HR 426 44.52 18,966.11
1096 RESPONSE FOR EROS CONTRL EA 436 188.06 81,995.20
2526 RED MAPLE EA 202 63.12 12,750.00
2566 FLOWERING DOGWOOD EA 16 181.50 2,904.00
2646 AMERICAN HOLLY EA 14 150.86 2,112.00
2738 WHITE PINE EA 8 150.00 1,200.00
2748 SYCAMORE EA 2 250.00 500.00
2766 SCARLET OAK EA 34 250.00 8,500.00
2772 WILLOW OAK EA 4 250.00 1,000.00
2796 BABYLON WEEPING WILLOW EA 200 61.00 12,200.00
2812 CAROLINA HEMLOCK EA 52 80.00 4,160.00
2823 REFORESTATION HA 88.49 1,347.07 119,211.88
2825 STREAMBANK REFORESTATION HA 0.93 4,150.05 3,872.00
2834 MULCH FOR PLANTING M3 1,014.50 39.30 39,872.31
2836 WATER FOR PLANTING KL 218 53.34 11,627.94
2837 PLANT BED FUMIGATION M2 9,274 2.18 20,215.90
1595 1 SECT 300MM SIGNAL HEAD EA 6 260.00 1,560.00
1599 3 SECT 300MM SIGNAL HEAD EA 306 507.06 155,161.50
1600 3 SECT COMBO 300MM SIG HD EA 43 680.05 29,242.00
1603 4 SECT 300MM VERT SGNL HD EA 13 668.38 8,689.00
1607 4 SECT 300MM T SIGNAL HD EA 25 662.48 16,562.00
1611 5 SECT 300MM SIGNAL HEAD EA 73 773.09 56,436.00
1651 BKPLT 3 SECT 300MM SIG HD EA 6 150.00 900.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 18
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1667 LOUVER FOR 300MM SGNL SEC EA 12 132.00 1,584.00
1699 300MM PEDESTRN SIGNAL HD EA 2 688.50 1,377.00
1710 SIGN EA 126 231.96 29,226.75
1712 RELOCATE SIGN EA 1 135.00 135.00
1715 INTERNL ILLUM BLKOUT SIGN EA 2 2,100.00 4,200.00
1725 12-4 TRAFFIC SIGNAL CABLE M 1,795 5.73 10,291.00
1726 12-7 TRAFFIC SIGNAL CABLE M 5,233 3.84 20,118.80
1736 UNDRGRD COMMUNICATN CABLE M 850 9.00 7,650.00
1740 AERIAL COMM CABLE ** PAIR M 2,400 9.70 23,280.00
1743 AERIAL COMMUNICATNS CABLE M 150 2.00 300.00
1749 9.52MM MESSENGER CABLE M 7,675 4.70 36,069.30
1750 6.35MM MESSENGER CABLE M 7,133 5.02 35,796.05
1751 AERIAL FIBER OPTIC CABLE M 6,075 8.48 51,532.50
1753 UNDGRD FIBER OPTIC CABLE M 900 6.79 6,114.00
1755 INTERCONNECT CENTER EA 3 3,110.00 9,330.00
1757 SPLICE CABINET EA 3 825.67 2,477.00
1756 2-8 PH CONTRLR & CABINET EA 28 10,281.53 287,883.00
1758 INSTALL 2-8 PH CTRLR&CBNT EA 20 1,889.70 37,794.00
1764 MODIFY CNTROLER & CABINET EA 3 3,990.00 11,970.00
1769 FOUNDTN CONTRLR CABNET EA 52 550.08 28,604.00
1776 BEACON CNTLR ASSEM & CBNT EA 1 930.00 930.00
1777 INDUCTIVE LOOP SAWCUT M 20,766 10.99 228,210.90
1782 INDUCT LOOP 1.8 X 1.8M EA 87 323.30 28,126.90
1792 INDUCT LOOP 1.8 X 12.0MQD EA 14 644.82 9,027.50
1794 INDUCT LOOP 1.8 X 18.0MQD EA 43 965.00 41,495.00
1802 LEAD-IN CABLE M 52,045 4.84 252,043.45
1805 50MM CONDUIT M 8,299 4.94 40,975.08
1809 TRENCHING (UNPAVED) M 12,697 7.24 91,884.40
1810 TRENCHING (PAVED) M 1,056 75.81 80,061.50
1819 TWO CHNL DETECT UNIT EA 103 339.86 35,005.75
1825 PULL BOX EA 302 202.58 61,178.50
1827 OVER-SIZED PULL BOX EA 29 380.77 11,042.50
1830 WOOD POLE EA 160 544.63 87,141.50
1832 25MM RISER W/ WEATHERHEAD EA 35 301.01 10,535.50
1833 50MM RISER W/ WEATHERHEAD EA 152 257.83 39,191.00
1835 GUY ASSEMBLY EA 351 152.65 53,579.50
1837 METAL POLE EA 18 3,303.39 59,461.00
1831 MASTARM M 203 117.00 23,751.00
1842 RIGID SIGNAL HD MNTG BRKT EA 31 200.00 6,200.00
1841 RIGID SIGN MNTG BRACKET EA 11 250.00 2,750.00
1849 FOUNDATION FOR METAL POLE EA 34 2,614.97 88,909.00
1807 JACKING & BORING M 169 113.58 19,195.00
2275 CM&R TEMP STR *********** LS 5 164,600.00 823,000.00
2278 REMV STR @ ************ LS 3 43,600.00 130,800.00
2284 REMV STR @ ************ LS 41 38,043.26 1,559,773.59
2287 REMV STRS @ ************ LS 3 140,000.00 420,000.00
2293 REMV STR @ ************ LS 9 12,010.00 108,090.00
2294 PC RCBC @ ************ LS 1 80,000.00 80,000.00
2303 FND EXCAV EB ** @ ******* LS 1 7,500.00 7,500.00
2306 FND EXCAV B** @ ********* LS 24 15,885.48 381,251.58
2308 ****MM DRILLD PIER NO ROC M 1,584.12 1,062.00 1,682,339.60
2309 ****MM DRILLD PIER IN ROC M 539.60 4,581.80 2,472,341.93
2310 ****MM DIA PER STL CASING M 466.60 488.00 227,699.40
2312 UNCL STR EXCAV M3 20,869 10.11 210,908.25
2314 CULV EXCAV @ ************ LS 34 34,074.00 1,158,516.20
2317 FND COND MATL BOX CULV MTN 7,637.80 33.04 252,379.35
2323 REINF CONC DECK SLAB M2 42,674.80 171.57 7,321,629.25
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 19
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2324 REINF CONC DECK SLAB LTWT M2 519,939.30 40.00 20,797,572.00
2325 GROOVING BRIDGE FLOORS M2 183,433.90 3.39 621,357.04
2329 CL AA CONC, BRIDGE M3 39,299.50 326.74 12,840,908.40
2330 CL A CONC, BRIDGE M3 7,193 555.61 3,996,506.60
2336 CL A CONC, CULVERT M3 11,865.10 354.14 4,201,919.05
2342 APPROACH SLABS ********** LS 54 23,839.09 1,287,311.09
2345 REINF STEEL (BRIDGE) KG 966,641 1.13 1,093,001.89
2348 EPOXY CTD REINF STL BRG KG 2,350,126 0.90 2,126,535.20
2354 SPIRAL COL REINF STL STR KG 142,245 2.28 324,247.42
2357 REINF STL CULV KG 1,337,864 1.05 1,401,284.82
2363 914MM PRESTR CONC GIRDERS M 486.67 287.48 139,909.15
2364 1143MM PRESTR CONC GIRDER M 1,480.62 335.19 496,293.16
2365 1372MM PRESTR CONC GIRDER M 103,493.34 214.83 22,233,210.78
2366 STRUCTURAL STEEL LS 2,950,400 2.23 6,569,392.00
2383 305MM PRESTR CONC PILES M 1,635 90.47 147,913.50
2386 508MM PRESTR CONC PILES M 983.50 213.64 210,119.00
2394 HP310X79 STL PILE M 15,117.30 90.47 1,367,707.32
2399 HP360X108 STL PILE M 1,559.30 90.01 140,360.20
2403 STEEL PILE POINTS EA 233 87.11 20,296.92
2400 PAINTING STL PILE ******* LS 6 15,670.17 94,021.00
2414 ****MM STEEL SHEET PILES M2 197 140.00 27,580.00
2429 ONE BAR METAL RAIL M 106.99 110.00 11,768.90
2432 TWO BAR METAL RAIL M 17,110.44 127.28 2,177,806.23
2435 THREE BAR METAL RAIL M 1,469.37 395.06 580,498.40
2444 CONC BARRIER RAIL M 4,186.58 142.14 595,078.30
2445 CONC MEDIAN BARRIER M 8,608.53 96.49 830,624.01
2447 ***X****MM CONC PARAPET M 17,238.39 91.36 1,574,974.60
2455 100MM SLOPE PROTECTION M2 12,480.60 48.59 606,447.75
2456 SURFACE PREPARATION I M2 97 29.00 2,813.00
2457 SURFACE PREPARATION IA M2 122 20.00 2,440.00
2459 SURFACE PREPARATION II M2 260 200.00 52,000.00
2467 PLAIN RIP RAP B MTN 200 42.12 8,425.00
2479 PLAIN RIP RAP II 600MM TK MTN 22,692 33.09 750,937.45
2477 RIP RAP FILTER FABRIC M2 2,415 4.63 11,192.00
2476 EROS CONTRL STONE CL B MTN 665 40.00 26,600.00
2469 SELF-LUB EXP BEARING ASMB LS 1 15,000.00 15,000.00
2473 POT BEARINGS LS 6 36,973.67 221,842.00
2475 ELASTOMERIC BEARINGS LS 44 13,093.34 576,107.10
2483 EVAZOTE JOINT SEALS LS 32 13,946.63 446,292.28
2487 EXPANSION JOINT SEALS LS 2 9,250.00 18,500.00
2488 MODULAR EXP JOINT SEALS LS 1 900,000.00 900,000.00
2493 ELECT COND SYS ********** LS 9 11,771.11 105,940.00
2499 STR DRAIN SYS *********** LS 1 300,000.00 300,000.00
2502 SELECT BACKF MATERIAL ** MTN 824 14.76 12,161.48
2505 914X457PRSTR C CORED SLB M 2,378.58 259.06 616,191.64
2508 914X533PRSTR C CORED SLB M 5,928.46 255.47 1,514,533.15
2510 REINF ERTH WL ******** 1 LS 2 119,000.00 238,000.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 20
MISC. ITEMS NOT INCLUDED IN ABOVE ITEM LIST.
MISC. GRADING 1,106,401.08
MISC. DRAINAGE 2,693,368.98
MISC. PAVING 18,980,884.35
MISC. FENCING 15,612.00
MISC. BUILDINGS 870.00
MISC. LANDSCAPING 530,121.63
MISC. SIGNS 53,164.56
MISC. SIGNALIZATN 567,702.90
MISC. LIGHTING 2,400.00
MISC. UTILITIES 754,385.52
MISC. RR TRACK 29,275.00
MISC. CULVERTS 10,000.00
MISC. RETAIN WALLS 3,194,080.00
MISC. BRIDGES 22,854,440.53
MISC. OTHER 17,816,455.25
MISC. ELECTRICAL 221,610.71
TOTALS FOR ALL ITEMS IN EACH WORK GROUP.
TOTAL GRADING 63,727,751.96
TOTAL DRAINAGE 17,668,474.50
TOTAL PAVING 84,667,681.57
TOTAL FENCING 922,442.00
TOTAL BUILDINGS 115,305.20
TOTAL LANDSCAPING 10,334,346.45
TOTAL SIGNS 1,454,092.20
TOTAL SIGNALIZATN 2,712,680.78
TOTAL LIGHTING 1,555,619.35
TOTAL UTILITIES 3,313,710.74
TOTAL RR TRACK 29,275.00
TOTAL CULVERTS 7,212,189.42
TOTAL RETAIN WALLS 3,432,080.00
TOTAL BRIDGES 124,584,100.09
TOTAL OTHER 37,970,577.41
TOTAL ELECTRICAL 8,155,240.61
GRAND TOTAL 367,855,567.28
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 21
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
***** 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.,
***** MAR 1998 TOTAL = $98,963,409.05
***** 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
***** AUG 1998 TOTAL = $413,057.89
***** 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
***** SEP 1998 TOTAL = $5,740,864.29
GRAND TOTAL =$105,117,331.23
COST/PROJECT MILE = $7,400,023.31 TOTAL PROJECT MILES = 14.205
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 22
AVERAGE UNIT BIDS
DIVISION 01
DATE 9801-9812
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 3 1,570,000.00 4,710,000.00
2 CONSTRUCTION SURVEYING LS 2 257,500.00 515,000.00
7 CLEARING & GRUBBING LS 8.34 66,426.86 554,000.00
8 SUPP CLEARING & GRUBBING HA 1.20 13,333.33 16,000.00
12 SEALING ABANDONED WELLS EA 6 850.00 5,100.00
15 UNCLASSIFIED EXCAVATION M3 23,700 5.00 118,500.00
18 REINF BRG APPR ********** LS 2 44,500.00 89,000.00
19 UNDERCUT EXCAVATION M3 79,900 5.79 462,376.00
21 GRADING LS 1 48,700.00 48,700.00
22 SUPP CLEARING & GRUBBING HA 0.40 12,975.00 5,190.00
23 UNDERCUT EXCAVATION M3 200 11.30 2,260.00
29 SELECT GRANULAR MATERIAL M3 42,000 8.00 336,000.00
31 SOIL STABILIZATION FABRIC M2 4,700 2.72 12,800.00
37 BORROW EXCAVATION M3 179,100 6.60 1,182,960.00
45 DRAINAGE DITCH EXCAVATION M3 230 13.83 3,180.00
60 REMOVAL OF ASPH PAVEM'T M2 4,250 3.50 14,875.00
64 TEMPORARY SHORING M2 50 240.00 12,000.00
74 FND CONDIT MAT'L MIN STR MTN 1,055 17.48 18,445.00
81 BEDDING MAT'L PIPE CULV MTN 155 25.00 3,875.00
89 375MM PLN CONC PIPE CULV M 6 85.40 512.40
96 375MM PARLL P RC END SECT EA 34 450.00 15,300.00
100 300MM RCP CULV CLASS III M 97.20 64.00 6,220.80
101 375MM RCP CULV CLASS III M 1,528.80 65.99 100,884.00
102 450MM RCP CULV CLASS III M 171.60 70.00 12,012.00
103 600MM RCP CULV CLASS III M 471.60 86.00 40,557.60
104 750MM RCP CULV CLASS III M 136.80 115.81 15,842.40
105 900MM RCP CULV CLASS III M 321.60 204.76 65,851.20
106 1050MM RCP CULV CLASS III M 42 270.00 11,340.00
107 1200MM RCP CULV CLASS III M 42 302.00 12,684.00
111 1800MM RCP CULV CLASS III M 62.40 450.00 28,080.00
146 450MM X PIPE RC END SECT EA 6 500.00 3,000.00
148 600MM X PIPE RC END SECT EA 1 750.00 750.00
172 375 X *** X ***MM RCP T 3 EA 1 305.00 305.00
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
234 ***0MM BCCSP A **** M 28.80 22.00 633.60
261 600MM BCCSP B 1.63 M 4.80 110.00 528.00
265 800MM BCCSP B 2.01 M 4.80 130.00 624.00
497 FINE GRADING LS 2 184,000.00 368,000.00
501 LIME TRTD SOIL (QUICKLIME M2 2,000 5.00 10,000.00
503 LIME FOR LIME TRTD SOIL MTN 20 175.00 3,500.00
504 #57 STONE MTN 137 25.00 3,425.00
509 AGGREGATE BASE COURSE MTN 10,400 14.00 145,600.00
530 INCIDENTAL STONE BASE MTN 2,820 22.41 63,196.00
547 ASPHALT CEMENT PLANT MIX MTN 2,078 176.05 365,825.00
552 ASPH CONC BASE CO TYPE HB MTN 160 56.50 9,040.00
560 ASPH CONC BIND CO H MTN 2,850 35.00 99,750.00
563 ASPH CONC SURF CO I-1 MTN 1,420 37.85 53,748.00
551 ASPH CONC BASE CO SP25.0 MTN 15,600 31.50 491,400.00
553 ASPH CONC BNDR CO SP19.0 MTN 10,600 31.75 336,550.00
557 ASPH CONC SURF CO SP12.5 MTN 13,500 32.00 432,000.00
574 ASPH PLT MIX PVMT REPAIR MTN 310 103.22 32,000.00
657 RIGHT OF WAY MARKERS EA 88 89.76 7,899.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 23
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
659 PIPE REMOVAL M 861.80 15.84 13,654.60
662 SUBDRAIN EXCAVATION M3 1,384 3.42 4,730.08
663 SUBDR FINE AGGREGATE M3 1,198 25.53 30,591.12
665 150MM PERF SUBDR PIPE M 2,884 8.75 25,240.00
668 150MM SUBDR PIPE Y,T,&L'S EA 251 6.01 1,510.00
670 CONC PAD FOR SUBDRN OUTLT EA 18 125.00 2,250.00
672 150MM OUTLET PIPE (SD) M 36 26.55 956.00
696 BRICK MASONRY ENDWALLS M3 14 800.00 11,200.00
700 PIPE COLLARS M3 1 700.00 700.00
701 FLOWABLE FILL M3 48 125.00 6,000.00
706 MASONRY DRAINAGE STRS EA 76 1,381.58 105,000.00
708 MASONRY DRAINAGE STRS M 19.50 657.00 12,811.50
720 FRM & GRT STD 840.**** EA 4 250.00 1,000.00
724 FRM GRT&HD STD 840.03**** EA 57 260.00 14,820.00
730 FRM & 2GRTS STD 840.16 EA 12 235.00 2,820.00
738 FRM & 2GRTS STD 840.22 EA 2 280.00 560.00
768 *** X ***MM CONC CURB M 130 30.00 3,900.00
772 750MM CONC CURB & GUTTER M 3,685 36.10 133,028.50
776 SHLDR BERM GUTTER M 8 24.00 192.00
781 MODIFIED CONCRETE FLUME EA 2 2,726.00 5,452.00
791 CONC WHEELCHAIR RAMPS M2 45 35.00 1,575.00
793 150MM CONC DRIVEWAY M2 620 34.00 21,080.00
795 100MM CONC PAVED DITCH M2 4 120.00 480.00
798 75MM CONC ISLAND COVERS M2 245 34.00 8,330.00
806 150MM MONOLITHIC CONC ISL M2 120 34.00 4,080.00
833 ADJUSTMT OF MB & VALVE BX EA 12 400.00 4,800.00
863 STL BM GRDRAIL M 415.29 38.55 16,010.00
864 STL BM GRDRAIL SHOP CURV M 30.48 72.18 2,200.05
873 ADDIT GRDRAIL POSTS EA 15 36.67 550.00
876 GRDRAIL ANCHOR ********** EA 1 1,800.00 1,800.00
879 GRDRAIL ANCHOR AT-1 EA 3 550.00 1,650.00
891 GRDRAIL ANCHOR CAT-1 EA 4 662.50 2,650.00
892 GRDRAIL ANCHOR MELT EA 5 1,250.00 6,250.00
912 GRDRAIL ANCHOR XI EA 6 1,533.33 9,200.00
914 GRDRAIL ANCHOR XIII EA 1 1,200.00 1,200.00
933 WW WIRE FENCE 1200MM FABR M 2,170 8.00 17,360.00
939 100MM FENCE POSTS 2.30M EA 455 6.00 2,730.00
945 125MM FENCE POSTS 2.50M EA 105 8.00 840.00
985 ADDITIONAL BARBED WIRE M 100 2.00 200.00
1008 PLN RIP RAP CL I MTN 268 37.15 9,956.00
1054 PLN RIP RAP, CLASS B MTN 103.80 59.88 6,216.00
43 FILTER FABRIC FOR DRAINGE M2 331.60 2.79 924.00
1100 DEMOLIT OF BLDG ITEM **** LS 7 4,571.43 32,000.00
1101 BLDG REMOVAL ITEM **** LS 18 1.00 18.00
1514 TYPE D SIGNS, FABRICATION M2 13.68 250.00 3,420.00
1515 TYPE E SIGNS, FABRICATION M2 19.14 150.00 2,871.00
1516 TYPE F SIGNS, FABRICATION M2 20.43 140.00 2,860.20
1528 4.5KG STEEL U-CHNL POST M 329 25.00 8,225.00
1533 TYPE D SIGNS, ERECTION EA 8 150.00 1,200.00
1534 TYPE E SIGNS, ERECTION EA 24 100.00 2,400.00
1535 TYPE F SIGNS, ERECTION EA 10 200.00 2,000.00
2199 WORK ZONE SIGNS (STAT) M2 118.01 108.00 12,745.58
2249 WORK ZONE SIGNS (PORT) M2 33.82 86.05 2,910.10
2205 WORK ZONE SIGNS (BARRICAD M2 13.98 49.53 692.46
2214 FLASHING ARROW PANELS EA 2 4,500.00 9,000.00
2251 WARNING FLAGS EA 24 9.65 231.60
2208 DRUMS EA 390 56.00 21,840.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 24
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2204 CONES EA 50 25.00 1,250.00
2203 BARRICADES (TYPE III) M 93.30 40.32 3,761.96
2255 FLAGGER HR 1,200 18.00 21,600.00
2254 FLAGGER MD 100 90.00 9,000.00
2231 TEMPORARY CRASH CUSHIONS EA 8 12,000.00 96,000.00
2233 RESET CRASH CUSHION EA 8 1,500.00 12,000.00
2186 PORTABLE BARRIER M 2,500 83.00 207,500.00
2259 PORT BARRIER, DRAINAGE M 2,500 86.00 215,000.00
2260 RESET PORTABLE BARRIER M 8,600 15.00 129,000.00
2173 GR DELINATRS, TEMP CRYSTL EA 13 6.50 84.50
2189 BARRIER DELIN TEMP,CRYSTL EA 170 9.00 1,530.00
2217 TEMP STEEL BM GUARDRAIL M 190.50 26.50 5,048.25
2222 GRDRAIL ANCH ************ EA 2 800.00 1,600.00
1863 100MM THERMO MKG, 2.3MMTK M 5,640 1.15 6,486.00
1864 100MM THERMO MKG 3.1MM TK M 14,592 1.35 19,699.20
1870 600MM THERMO MKG 3.1MM TK M 55 16.00 880.00
1877 THERMO PVT MKG CHARACTER EA 8 125.00 1,000.00
1886 THERMO PVT MKG SYMB 2.3MM EA 121 100.00 12,100.00
2023 PAINT PVT MKG LINES 100MM M 84,700 0.44 37,268.00
2032 PAINT PVT MKG LINES 200MM M 420 0.65 273.00
2042 PAINT PVT MKG LINES 600MM M 22 5.00 110.00
2076 PAINT PVT MKG CHARACTER EA 8 35.00 280.00
2092 PAINT PVT MKG SYMBOL EA 8 35.00 280.00
2149 PERM RAISED PVMT MARKERS EA 1,170 5.00 5,850.00
2170 GR DELINATRS, PERM CRYSTL EA 152 3.31 504.00
2167 BARRIER DELIN PERM, CRYST EA 2,288 2.57 5,878.00
2165 GRDRL END DELINEATION EA 11 29.45 324.00
2193 OBJECT MARKERS (TYPE 3) EA 3 100.00 300.00
1081 TEMPORARY SILT FENCE M 2,400 9.58 23,002.00
1097 EROS CONTRL STONE CL A MTN 80 49.04 3,923.00
1098 EROS CONTRL STONE CL B MTN 1,080 47.47 51,273.00
1089 SEDIMENT CONTROL STONE MTN 630 42.59 26,835.00
1075 TEMPORARY MULCHING HA 20 1,082.00 21,640.00
1059 SEED FOR TEMP SEEDING KG 1,100 6.86 7,546.25
1060 FERT FOR TEMP SEEDING MTN 8.75 642.86 5,625.00
1076 TEMPORARY SLOPE DRAINS M 265 29.06 7,700.00
1077 INLET PROTCN @ TSD'S EA 24 237.50 5,700.00
52 SILT EXCAVATION M3 4,760 7.58 36,080.00
1056 SYNTHETIC ROVING M2 5,450 2.06 11,250.00
1067 MATTING FOR EROS CONTROL M2 2,785 2.04 5,687.00
1091 6.4MM HARDWARE CLOTH M 575 13.81 7,940.00
1099 ***MM TEMPORARY PIPE M 36 128.00 4,608.00
1094 FLOAT TURBIDITY CURTAIN M2 20 25.00 500.00
1085 STILLING BASINS M3 6 30.00 180.00
1057 SEEDING & MULCHING HA 26 3,238.31 84,196.00
1058 MOWING HA 11 113.27 1,246.00
1061 SEED FOR REPAIR SEEDING KG 250 12.00 3,000.00
1062 FERT FOR REPAIR SEEDING MTN 1 775.00 775.00
1063 SEED FOR SUPP SEEDING KG 725 6.02 4,365.00
1065 SODDING M2 540 8.37 4,522.00
1066 WATER KL 13.62 160.84 2,191.50
1068 FERTILIZER TOPDRESSING MTN 43.50 391.90 17,047.50
1093 IMPERVIOUS DIKE M 25 298.00 7,450.00
1095 SPECIALIZED HAND MOWING HR 4.50 53.33 240.00
1096 RESPONSE FOR EROS CONTRL EA 32 100.00 3,200.00
2823 REFORESTATION HA 4.50 1,210.00 5,445.00
1599 3 SECT 300MM SIGNAL HEAD EA 10 525.00 5,250.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 25
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1651 BKPLT 3 SECT 300MM SIG HD EA 6 150.00 900.00
1725 12-4 TRAFFIC SIGNAL CABLE M 515 6.50 3,347.50
1749 9.52MM MESSENGER CABLE M 162 5.00 810.00
1756 2-8 PH CONTRLR & CABINET EA 1 8,050.00 8,050.00
1769 FOUNDTN CONTRLR CABNET EA 1 500.00 500.00
1777 INDUCTIVE LOOP SAWCUT M 970 12.00 11,640.00
1802 LEAD-IN CABLE M 871 3.75 3,266.25
1805 50MM CONDUIT M 337 3.50 1,179.50
1809 TRENCHING (UNPAVED) M 856 10.00 8,560.00
1810 TRENCHING (PAVED) M 15 75.00 1,125.00
1819 TWO CHNL DETECT UNIT EA 7 300.00 2,100.00
1825 PULL BOX EA 8 225.00 1,800.00
1830 WOOD POLE EA 4 490.00 1,960.00
1832 25MM RISER W/ WEATHERHEAD EA 1 175.00 175.00
1833 50MM RISER W/ WEATHERHEAD EA 4 275.00 1,100.00
1835 GUY ASSEMBLY EA 8 150.00 1,200.00
2284 REMV STR @ ************ LS 1 35,000.00 35,000.00
2314 CULV EXCAV @ ************ LS 1 31,500.00 31,500.00
2317 FND COND MATL BOX CULV MTN 64 49.50 3,168.00
2324 REINF CONC DECK SLAB LTWT M2 519,939.30 40.00 20,797,572.00
2325 GROOVING BRIDGE FLOORS M2 150,366.40 3.00 451,099.20
2329 CL AA CONC, BRIDGE M3 39,122 325.26 12,724,910.00
2336 CL A CONC, CULVERT M3 78.80 925.00 72,890.00
2342 APPROACH SLABS ********** LS 2 17,300.00 34,600.00
2348 EPOXY CTD REINF STL BRG KG 2,341,008 0.90 2,111,186.20
2357 REINF STL CULV KG 6,520 1.90 12,388.00
2365 1372MM PRESTR CONC GIRDER M 96,187.15 200.00 19,237,431.20
2383 305MM PRESTR CONC PILES M 554 74.22 41,116.00
2386 508MM PRESTR CONC PILES M 138 220.00 30,360.00
2432 TWO BAR METAL RAIL M 16,811.37 125.00 2,101,421.50
2444 CONC BARRIER RAIL M 54.44 237.00 12,902.28
2445 CONC MEDIAN BARRIER M 8,416.39 94.00 791,140.85
2447 ***X****MM CONC PARAPET M 16,818.34 90.00 1,513,651.32
2479 PLAIN RIP RAP II 600MM TK MTN 1,301 20.00 26,020.00
2475 ELASTOMERIC BEARINGS LS 2 176,250.00 352,500.00
2483 EVAZOTE JOINT SEALS LS 1 4,000.00 4,000.00
2487 EXPANSION JOINT SEALS LS 1 4,500.00 4,500.00
2488 MODULAR EXP JOINT SEALS LS 1 900,000.00 900,000.00
2499 STR DRAIN SYS *********** LS 1 300,000.00 300,000.00
2505 914X457PRSTR C CORED SLB M 272.20 345.00 93,909.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 26
MISC. ITEMS NOT INCLUDED IN ABOVE ITEM LIST.
MISC. GRADING 12,000.00
MISC. DRAINAGE 29,800.00
MISC. FENCING 1,000.00
MISC. SIGNS 680.00
MISC. SIGNALIZATN 350.00
MISC. BRIDGES 20,574,356.48
MISC. OTHER 10,125,000.00
TOTALS FOR ALL ITEMS IN EACH WORK GROUP.
TOTAL GRADING 2,995,976.65
TOTAL DRAINAGE 645,257.70
TOTAL PAVING 2,614,255.70
TOTAL FENCING 22,130.00
TOTAL BUILDINGS 32,018.00
TOTAL LANDSCAPING 359,383.25
TOTAL SIGNS 23,656.20
TOTAL SIGNALIZATN 53,313.25
TOTAL CULVERTS 119,946.00
TOTAL BRIDGES 82,137,676.03
TOTAL OTHER 15,362,924.00
TOTAL ELECTRICAL 750,794.45
GRAND TOTAL 105,117,331.23
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 27
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
***** 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
***** APR 1998 TOTAL = $1,702,622.81
***** 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
***** DEC 1998 TOTAL = $3,719,354.96
GRAND TOTAL = $5,421,977.77
COST/PROJECT MILE = $4,076,675.01 TOTAL PROJECT MILES = 1.330
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 28
AVERAGE UNIT BIDS
DIVISION 02
DATE 9801-9812
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 2 130,000.00 260,000.00
2 CONSTRUCTION SURVEYING LS 1 107,000.00 107,000.00
7 CLEARING & GRUBBING LS 6 17,416.67 104,500.00
8 SUPP CLEARING & GRUBBING HA 1.20 2,391.33 2,869.60
15 UNCLASSIFIED EXCAVATION M3 13,950 6.13 85,567.50
18 REINF BRG APPR ********** LS 2 9,061.00 18,122.00
19 UNDERCUT EXCAVATION M3 950 6.50 6,174.00
37 BORROW EXCAVATION M3 334,500 4.39 1,469,958.00
45 DRAINAGE DITCH EXCAVATION M3 4,730 2.90 13,717.00
60 REMOVAL OF ASPH PAVEM'T M2 4,215 2.68 11,286.50
74 FND CONDIT MAT'L MIN STR MTN 412 17.16 7,069.92
100 300MM RCP CULV CLASS III M 98.40 54.70 5,382.48
101 375MM RCP CULV CLASS III M 52.80 53.70 2,835.36
102 450MM RCP CULV CLASS III M 184.80 110.50 20,420.40
104 750MM RCP CULV CLASS III M 26.40 98.36 2,596.70
106 1050MM RCP CULV CLASS III M 46.80 157.50 7,371.00
109 1500MM RCP CULV CLASS III M 12 320.00 3,840.00
123 1050MM RCP CULV CLASS IV M 85.20 171.00 14,569.20
200 600MM CS PIPE CULV 1.63MM M 15.60 88.00 1,372.80
251 ***MM BCCSP B **** M 783.60 53.60 42,000.96
381 ***MM BCCSP ELB B **** EA 38 76.12 2,892.56
497 FINE GRADING LS 2 39,395.00 78,790.00
509 AGGREGATE BASE COURSE MTN 8,410 14.44 121,475.50
530 INCIDENTAL STONE BASE MTN 100 16.60 1,660.00
540 MILLING ASPH PVMT ***MM M2 10,900 2.90 31,610.00
547 ASPHALT CEMENT PLANT MIX MTN 565 167.35 94,555.00
552 ASPH CONC BASE CO TYPE HB MTN 132 66.00 8,712.00
560 ASPH CONC BIND CO H MTN 1,870 39.73 74,295.00
558 ASPH CONC BIND CO HDB MTN 1,925 35.00 67,375.00
563 ASPH CONC SURF CO I-1 MTN 2,070 41.39 85,680.00
568 ASPH CONC SURF CO HDS MTN 4,100 32.50 133,250.00
574 ASPH PLT MIX PVMT REPAIR MTN 100 96.65 9,665.00
659 PIPE REMOVAL M 50 14.00 700.00
686 METAL FUNNELS EA 4 500.00 2,000.00
688 300MM FUNNEL DRAIN PIPE M 37 65.00 2,405.00
690 300MM FUNNEL DRAIN ELBOWS EA 4 175.00 700.00
694 CONC EWALLS CLASS A M3 5 850.00 4,250.00
695 CONC EWALLS CLASS B M3 4 750.00 3,000.00
698 REINFORCING STEEL, EWALL KG 180 3.25 585.00
700 PIPE COLLARS M3 7 799.00 5,593.00
706 MASONRY DRAINAGE STRS EA 53 875.00 46,375.00
738 FRM & 2GRTS STD 840.22 EA 1 425.00 425.00
748 FRM W/GOVER STD 840.54 EA 3 325.00 975.00
776 SHLDR BERM GUTTER M 36 60.00 2,160.00
782 CONC XPRESSWAY GUTTER M 2,300 43.25 99,475.00
833 ADJUSTMT OF MB & VALVE BX EA 1 500.00 500.00
837 CONVERT DI TO JB EA 1 450.00 450.00
863 STL BM GRDRAIL M 1,562.10 31.93 49,882.04
864 STL BM GRDRAIL SHOP CURV M 247.65 36.08 8,935.21
873 ADDIT GRDRAIL POSTS EA 10 37.50 375.00
875 GRDRAIL ANCHOR ********** EA 14 1,542.86 21,600.00
879 GRDRAIL ANCHOR AT-1 EA 2 350.00 700.00
891 GRDRAIL ANCHOR CAT-1 EA 3 500.00 1,500.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 29
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
892 GRDRAIL ANCHOR MELT EA 4 1,000.00 4,000.00
912 GRDRAIL ANCHOR XI EA 8 1,000.00 8,000.00
920 REMOVE GUARDRAIL M 300 3.28 984.00
933 WW WIRE FENCE 1200MM FABR M 610 5.25 3,202.50
939 100MM FENCE POSTS 2.30M EA 120 14.10 1,692.00
945 125MM FENCE POSTS 2.50M EA 40 28.50 1,140.00
985 ADDITIONAL BARBED WIRE M 200 2.46 492.00
1008 PLN RIP RAP CL I MTN 30 27.00 810.00
1054 PLN RIP RAP, CLASS B MTN 182 28.77 5,236.00
43 FILTER FABRIC FOR DRAINGE M2 439 3.60 1,579.00
1523 RC SIGN FOOTINGS M3 11 800.00 8,800.00
1524 PLN CONC SIGN FOOTINGS M3 1 800.00 800.00
1526 BRKWY STL BEAM SIGN SUPPT KG 3,933 4.25 16,715.25
1527 SIMPLE STL BEAM SIGN SUPP KG 696 3.50 2,436.00
1528 4.5KG STEEL U-CHNL POST M 248 18.00 4,464.00
1529 3KG STEEL U-CHNL POST EA 6 32.00 192.00
1531 TYPE A SIGNS, ERECTION EA 6 475.00 2,850.00
1532 TYPE B SIGNS, ERECTION EA 11 235.00 2,585.00
1533 TYPE D SIGNS, ERECTION EA 9 100.00 900.00
1534 TYPE E SIGNS, ERECTION EA 25 70.00 1,750.00
1535 TYPE F SIGNS, ERECTION EA 8 75.00 600.00
1536 MILEMARKERS, ERECTION EA 6 25.00 150.00
1547 REMV & DISP SIGN 2 SUPP EA 1 50.00 50.00
1555 REMV & DISPOSE SEC SIGNS EA 2 25.00 50.00
2199 WORK ZONE SIGNS (STAT) M2 60.10 81.98 4,927.00
2249 WORK ZONE SIGNS (PORT) M2 43.20 125.00 5,400.00
2205 WORK ZONE SIGNS (BARRICAD M2 15.60 97.69 1,524.00
2214 FLASHING ARROW PANELS EA 2 1,500.00 3,000.00
2245 CHANGEABLE MESSAGE SIGNS EA 2 5,000.00 10,000.00
2251 WARNING FLAGS EA 4 40.00 160.00
2208 DRUMS EA 105 44.76 4,700.00
2204 CONES EA 80 20.00 1,600.00
2203 BARRICADES (TYPE III) M 20.40 42.35 864.00
2254 FLAGGER MD 50 130.00 6,500.00
2250 WARNING LIGHTS (TYPE B) EA 2 120.00 240.00
2231 TEMPORARY CRASH CUSHIONS EA 4 1,500.00 6,000.00
2236 TRUCK MTD IMP ATTN 45 MPH EA 1 1,000.00 1,000.00
2186 PORTABLE BARRIER M 540 40.00 21,600.00
2147 TEMP RAISED MRKS, Y&Y EA 16 4.00 64.00
2173 GR DELINATRS, TEMP CRYSTL EA 55 6.00 330.00
2189 BARRIER DELIN TEMP,CRYSTL EA 35 6.97 244.00
2188 BARRIER DELIN TEMP, YELLO EA 16 6.00 96.00
2217 TEMP STEEL BM GUARDRAIL M 300.99 24.60 7,404.35
2222 GRDRAIL ANCH ************ EA 9 411.11 3,700.00
1863 100MM THERMO MKG, 2.3MMTK M 9,831 1.18 11,600.58
1864 100MM THERMO MKG 3.1MM TK M 3,370 1.38 4,650.60
1867 200MM THERMO MKG 2.3MM TK M 763 2.35 1,793.05
1886 THERMO PVT MKG SYMB 2.3MM EA 6 65.00 390.00
2023 PAINT PVT MKG LINES 100MM M 3,200 1.05 3,360.00
2026 PAINT MRKNS 100MM YELLOW M 3,760 1.00 3,760.00
2013 CURING COMPD REMOVAL LINE M 120 3.00 360.00
2149 PERM RAISED PVMT MARKERS EA 459 5.00 2,295.00
2152 PERM RAISED MRKS, Y&Y EA 23 4.00 92.00
2170 GR DELINATRS, PERM CRYSTL EA 154 6.43 990.00
2164 GR DELINATRS, PERM YELLOW EA 34 7.00 238.00
2167 BARRIER DELIN PERM, CRYST EA 41 7.22 296.00
2165 GRDRL END DELINEATION EA 26 31.69 824.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 30
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2184 FLEX DELINATR (CRYSTAL) EA 41 30.95 1,268.95
2195 FLEX DELINATR (YELLOW) EA 19 30.95 588.05
2196 FLEX DELINATR (CRY & RED) EA 10 31.95 319.50
2197 FLEX DELINATR (YEL & RED) EA 10 31.95 319.50
1293 DI H2O FITTINGS 1.72MPA KG 242 11.00 2,662.00
1363 50MM BLOW OFF ASSEMBLY EA 1 825.00 825.00
1081 TEMPORARY SILT FENCE M 785 8.58 6,738.00
1098 EROS CONTRL STONE CL B MTN 885 30.88 27,330.00
1089 SEDIMENT CONTROL STONE MTN 430 26.47 11,380.50
1075 TEMPORARY MULCHING HA 13 1,007.27 13,094.50
1059 SEED FOR TEMP SEEDING KG 900 5.19 4,668.00
1060 FERT FOR TEMP SEEDING MTN 7.25 625.38 4,534.00
1076 TEMPORARY SLOPE DRAINS M 920 23.91 22,000.00
1077 INLET PROTCN @ TSD'S EA 53 92.07 4,880.00
52 SILT EXCAVATION M3 3,105 3.36 10,423.75
1056 SYNTHETIC ROVING M2 1,190 1.67 1,990.50
1067 MATTING FOR EROS CONTROL M2 2,570 1.91 4,918.90
1091 6.4MM HARDWARE CLOTH M 290 12.00 3,480.00
1099 ***MM TEMPORARY PIPE M 25 35.00 875.00
1085 STILLING BASINS M3 87 13.00 1,131.00
1057 SEEDING & MULCHING HA 22 2,378.36 52,324.00
1058 MOWING HA 7 112.11 784.76
1061 SEED FOR REPAIR SEEDING KG 150 12.31 1,847.25
1062 FERT FOR REPAIR SEEDING MTN 0.75 1,284.67 963.50
1063 SEED FOR SUPP SEEDING KG 625 3.28 2,049.50
1065 SODDING M2 5,460 6.60 36,031.20
1066 WATER KL 137.50 47.61 6,546.88
1068 FERTILIZER TOPDRESSING MTN 36.50 309.46 11,295.50
1093 IMPERVIOUS DIKE M 35 381.00 13,335.00
1095 SPECIALIZED HAND MOWING HR 16.50 60.18 993.00
1096 RESPONSE FOR EROS CONTRL EA 16 1.00 16.00
2823 REFORESTATION HA 1 1,610.00 1,610.00
2275 CM&R TEMP STR *********** LS 1 270,000.00 270,000.00
2284 REMV STR @ ************ LS 1 70,000.00 70,000.00
2306 FND EXCAV B** @ ********* LS 1 7,250.00 7,250.00
2308 ****MM DRILLD PIER NO ROC M 163.90 1,050.00 172,095.00
2310 ****MM DIA PER STL CASING M 31.90 660.00 21,054.00
2314 CULV EXCAV @ ************ LS 1 14,000.00 14,000.00
2317 FND COND MATL BOX CULV MTN 30 58.50 1,755.00
2323 REINF CONC DECK SLAB M2 1,638.10 176.98 289,906.80
2325 GROOVING BRIDGE FLOORS M2 1,349 9.54 12,869.45
2330 CL A CONC, BRIDGE M3 184.10 775.06 142,688.90
2336 CL A CONC, CULVERT M3 56.60 765.00 43,299.00
2342 APPROACH SLABS ********** LS 2 17,000.00 34,000.00
2345 REINF STEEL (BRIDGE) KG 44,233 1.37 60,802.70
2354 SPIRAL COL REINF STL STR KG 7,486 2.27 17,000.50
2357 REINF STL CULV KG 3,831 1.50 5,746.50
2365 1372MM PRESTR CONC GIRDER M 364.80 398.00 145,190.40
2366 STRUCTURAL STEEL LS 82,800 2.66 220,000.00
2383 305MM PRESTR CONC PILES M 242 96.00 23,232.00
2394 HP310X79 STL PILE M 694.50 85.00 59,032.50
2444 CONC BARRIER RAIL M 304.18 146.64 44,606.22
2455 100MM SLOPE PROTECTION M2 331 70.00 23,170.00
2479 PLAIN RIP RAP II 600MM TK MTN 755 41.80 31,559.00
2473 POT BEARINGS LS 1 8,342.00 8,342.00
2475 ELASTOMERIC BEARINGS LS 2 5,362.50 10,725.00
2483 EVAZOTE JOINT SEALS LS 2 5,675.00 11,350.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 31
MISC. ITEMS NOT INCLUDED IN ABOVE ITEM LIST.
MISC. DRAINAGE 36,750.00
MISC. PAVING 3,760.00
MISC. SIGNS 190.00
MISC. BRIDGES 61,700.00
TOTALS FOR ALL ITEMS IN EACH WORK GROUP.
TOTAL GRADING 1,797,623.85
TOTAL DRAINAGE 228,076.38
TOTAL PAVING 843,947.73
TOTAL FENCING 6,526.50
TOTAL LANDSCAPING 250,476.74
TOTAL SIGNS 42,532.25
TOTAL UTILITIES 3,487.00
TOTAL CULVERTS 64,800.50
TOTAL BRIDGES 1,736,574.47
TOTAL OTHER 368,579.00
TOTAL ELECTRICAL 79,353.35
GRAND TOTAL 5,421,977.77
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 32
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
***** MAR 1998 *****
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
***** MAR 1998 TOTAL = $406,257.63
***** APR 1998 *****
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
***** APR 1998 TOTAL = $619,735.60
***** 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
***** MAY 1998 TOTAL = $1,029,833.49
GRAND TOTAL = $2,055,826.72
COST/PROJECT MILE = $1,473,710.91 TOTAL PROJECT MILES = 1.395
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 33
AVERAGE UNIT BIDS
DIVISION 03
DATE 9801-9812
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 3 32,666.67 98,000.00
7 CLEARING & GRUBBING LS 1.26 27,185.77 34,390.00
8 SUPP CLEARING & GRUBBING HA 0.40 1,000.00 400.00
15 UNCLASSIFIED EXCAVATION M3 7,100 8.50 60,350.00
18 REINF BRG APPR ********** LS 2 11,350.00 22,700.00
19 UNDERCUT EXCAVATION M3 200 7.80 1,560.00
21 GRADING LS 2 50,750.00 101,500.00
22 SUPP CLEARING & GRUBBING HA 0.80 6,250.50 5,000.40
23 UNDERCUT EXCAVATION M3 100 12.10 1,210.00
29 SELECT GRANULAR MATERIAL M3 1,620 12.00 19,440.00
31 SOIL STABILIZATION FABRIC M2 1,620 4.04 6,540.00
37 BORROW EXCAVATION M3 12,600 9.80 123,480.00
45 DRAINAGE DITCH EXCAVATION M3 182 6.12 1,114.00
60 REMOVAL OF ASPH PAVEM'T M2 2,540 7.20 18,288.00
74 FND CONDIT MAT'L MIN STR MTN 69 22.61 1,560.00
81 BEDDING MAT'L PIPE CULV MTN 69 22.61 1,560.00
88 300MM PLN CONC PIPE CULV M 9.60 110.00 1,056.00
89 375MM PLN CONC PIPE CULV M 50.40 85.00 4,284.00
102 450MM RCP CULV CLASS III M 91.20 145.00 13,224.00
103 600MM RCP CULV CLASS III M 18 120.00 2,160.00
104 750MM RCP CULV CLASS III M 27.60 140.00 3,864.00
497 FINE GRADING LS 1 3,600.00 3,600.00
509 AGGREGATE BASE COURSE MTN 1,425 15.40 21,945.00
530 INCIDENTAL STONE BASE MTN 220 24.54 5,400.00
547 ASPHALT CEMENT PLANT MIX MTN 454 156.55 71,075.00
552 ASPH CONC BASE CO TYPE HB MTN 3,246 42.55 138,118.00
558 ASPH CONC BIND CO HDB MTN 2,271 43.44 98,644.50
563 ASPH CONC SURF CO I-1 MTN 158 76.00 12,008.00
568 ASPH CONC SURF CO HDS MTN 3,461 42.49 147,067.50
574 ASPH PLT MIX PVMT REPAIR MTN 40 140.00 5,600.00
659 PIPE REMOVAL M 14.90 19.50 290.55
686 METAL FUNNELS EA 8 566.25 4,530.00
688 300MM FUNNEL DRAIN PIPE M 60.80 78.89 4,796.80
690 300MM FUNNEL DRAIN ELBOWS EA 8 187.50 1,500.00
700 PIPE COLLARS M3 1 1,090.00 1,090.00
706 MASONRY DRAINAGE STRS EA 2 1,250.00 2,500.00
742 FRM & 2GRTS STD 840.24 EA 1 330.00 330.00
748 FRM W/GOVER STD 840.54 EA 1 300.00 300.00
776 SHLDR BERM GUTTER M 436 36.54 15,930.00
833 ADJUSTMT OF MB & VALVE BX EA 2 140.00 280.00
863 STL BM GRDRAIL M 482.45 31.74 15,315.75
857 STL BM GRDRAIL TERM SECT EA 2 50.00 100.00
873 ADDIT GRDRAIL POSTS EA 10 42.50 425.00
876 GRDRAIL ANCHOR ********** EA 4 1,900.00 7,600.00
892 GRDRAIL ANCHOR MELT EA 8 1,200.00 9,600.00
912 GRDRAIL ANCHOR XI EA 4 1,000.00 4,000.00
1008 PLN RIP RAP CL I MTN 7 23.00 161.00
1053 PLN RIP RAP, CLASS A MTN 370 19.00 7,030.00
1054 PLN RIP RAP, CLASS B MTN 31 49.00 1,519.00
43 FILTER FABRIC FOR DRAINGE M2 2,136 4.16 8,883.60
2199 WORK ZONE SIGNS (STAT) M2 84.10 116.13 9,766.30
2249 WORK ZONE SIGNS (PORT) M2 20.22 161.39 3,263.40
2205 WORK ZONE SIGNS (BARRICAD M2 16.03 82.02 1,314.76
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 34
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2251 WARNING FLAGS EA 12 12.67 152.00
2208 DRUMS EA 129 70.58 9,105.00
2204 CONES EA 65 11.50 747.50
2203 BARRICADES (TYPE III) M 57.83 49.53 2,864.54
2255 FLAGGER HR 1,400 21.00 29,400.00
2254 FLAGGER MD 50 125.00 6,250.00
1889 THERMO PVM SYMB 'RT ARR' EA 2 75.00 150.00
1892 THERMO PVM SYMB 'STR ARR' EA 5 75.00 375.00
1898 THERMO PVM SYMB 'STR & RT EA 5 125.00 625.00
2026 PAINT MRKNS 100MM YELLOW M 6,420 0.73 4,716.00
2067 PAINT PVMT SYMB 'RXR' EA 2 45.00 90.00
2152 PERM RAISED MRKS, Y&Y EA 70 4.64 325.00
2170 GR DELINATRS, PERM CRYSTL EA 80 6.00 480.00
2167 BARRIER DELIN PERM, CRYST EA 21 7.32 153.75
2165 GRDRL END DELINEATION EA 8 29.00 232.00
2171 2.1M U-CHANNEL POSTS EA 2 60.00 120.00
2193 OBJECT MARKERS (TYPE 3) EA 2 80.00 160.00
1403 FND CONDIT MAT'L ******** MTN 31 29.40 911.40
1213 BEDDN MAT'L CL ********** MTN 31 29.40 911.40
1416 150MM PVC FRC MN SS 1.38 M 327.40 56.85 18,612.69
1443 150MM DI FRC MN SS P 2.41 M 48.80 77.29 3,771.75
1468 DI SS PIPE FITTINGS KG 50 10.15 507.50
1081 TEMPORARY SILT FENCE M 1,430 8.36 11,953.00
1098 EROS CONTRL STONE CL B MTN 410 35.66 14,620.00
1089 SEDIMENT CONTROL STONE MTN 130 37.92 4,930.00
1075 TEMPORARY MULCHING HA 4 1,468.12 5,872.50
1059 SEED FOR TEMP SEEDING KG 200 9.01 1,802.50
1060 FERT FOR TEMP SEEDING MTN 1.50 893.33 1,340.00
1076 TEMPORARY SLOPE DRAINS M 120 35.50 4,260.00
1077 INLET PROTCN @ TSD'S EA 8 101.25 810.00
52 SILT EXCAVATION M3 1,095 8.33 9,127.50
1056 SYNTHETIC ROVING M2 1,400 5.38 7,537.00
1067 MATTING FOR EROS CONTROL M2 1,440 6.10 8,787.20
1091 6.4MM HARDWARE CLOTH M 24 18.00 432.00
1057 SEEDING & MULCHING HA 4.50 4,128.89 18,580.00
1058 MOWING HA 2.50 110.72 276.80
1061 SEED FOR REPAIR SEEDING KG 75 15.56 1,167.25
1062 FERT FOR REPAIR SEEDING MTN 0.75 953.33 715.00
1063 SEED FOR SUPP SEEDING KG 125 7.55 943.50
1068 FERTILIZER TOPDRESSING MTN 6.75 548.89 3,705.00
1095 SPECIALIZED HAND MOWING HR 4 46.80 187.20
1599 3 SECT 300MM SIGNAL HEAD EA 8 400.00 3,200.00
1607 4 SECT 300MM T SIGNAL HD EA 1 650.00 650.00
1710 SIGN EA 2 135.00 270.00
1715 INTERNL ILLUM BLKOUT SIGN EA 2 2,100.00 4,200.00
1726 12-7 TRAFFIC SIGNAL CABLE M 225 5.40 1,215.00
1749 9.52MM MESSENGER CABLE M 200 4.10 820.00
1756 2-8 PH CONTRLR & CABINET EA 1 10,800.00 10,800.00
1769 FOUNDTN CONTRLR CABNET EA 1 540.00 540.00
1782 INDUCT LOOP 1.8 X 1.8M EA 2 325.00 650.00
1792 INDUCT LOOP 1.8 X 12.0MQD EA 9 650.00 5,850.00
1802 LEAD-IN CABLE M 1,000 4.10 4,100.00
1809 TRENCHING (UNPAVED) M 270 11.00 2,970.00
1810 TRENCHING (PAVED) M 30 81.00 2,430.00
1819 TWO CHNL DETECT UNIT EA 6 340.00 2,040.00
1825 PULL BOX EA 8 250.00 2,000.00
1830 WOOD POLE EA 5 525.00 2,625.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 35
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1832 25MM RISER W/ WEATHERHEAD EA 1 245.00 245.00
1833 50MM RISER W/ WEATHERHEAD EA 4 270.00 1,080.00
1835 GUY ASSEMBLY EA 8 215.00 1,720.00
2284 REMV STR @ ************ LS 2 15,750.00 31,500.00
2293 REMV STR @ ************ LS 1 11,200.00 11,200.00
2312 UNCL STR EXCAV M3 138 20.00 2,760.00
2314 CULV EXCAV @ ************ LS 1 18,500.00 18,500.00
2317 FND COND MATL BOX CULV MTN 63 44.60 2,809.80
2329 CL AA CONC, BRIDGE M3 56.40 556.00 31,358.40
2330 CL A CONC, BRIDGE M3 47.80 700.00 33,460.00
2336 CL A CONC, CULVERT M3 83.80 670.00 56,146.00
2342 APPROACH SLABS ********** LS 2 17,100.00 34,200.00
2345 REINF STEEL (BRIDGE) KG 4,884 1.60 7,814.40
2348 EPOXY CTD REINF STL BRG KG 5,068 1.75 8,869.00
2357 REINF STL CULV KG 7,624 1.60 12,198.40
2383 305MM PRESTR CONC PILES M 244 98.63 24,065.50
2386 508MM PRESTR CONC PILES M 311.50 251.36 78,299.00
2432 TWO BAR METAL RAIL M 59.91 277.00 16,596.73
2444 CONC BARRIER RAIL M 87.93 177.00 15,563.96
2447 ***X****MM CONC PARAPET M 64.43 187.00 12,048.41
2467 PLAIN RIP RAP B MTN 115 40.00 4,600.00
2479 PLAIN RIP RAP II 600MM TK MTN 293 44.50 13,038.50
2475 ELASTOMERIC BEARINGS LS 2 3,250.00 6,500.00
2505 914X457PRSTR C CORED SLB M 386.56 230.00 88,910.64
2508 914X533PRSTR C CORED SLB M 482.65 253.00 122,112.47
MISC. ITEMS NOT INCLUDED IN ABOVE ITEM LIST.
MISC. DRAINAGE 10,920.00
MISC. PAVING 16,702.50
MISC. LANDSCAPING 5,147.50
MISC. SIGNALIZATN 1,620.00
MISC. UTILITIES 35,108.97
MISC. RR TRACK 3,000.00
TOTALS FOR ALL ITEMS IN EACH WORK GROUP.
TOTAL GRADING 437,750.70
TOTAL DRAINAGE 55,068.80
TOTAL PAVING 538,117.25
TOTAL LANDSCAPING 110,742.95
TOTAL SIGNALIZATN 49,025.00
TOTAL UTILITIES 59,823.71
TOTAL RR TRACK 3,000.00
TOTAL CULVERTS 100,854.20
TOTAL BRIDGES 531,697.01
TOTAL OTHER 106,883.60
TOTAL ELECTRICAL 62,863.50
GRAND TOTAL 2,055,826.72
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 36
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 *****
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
***** JAN 1998 TOTAL = $4,642,162.33
***** MAR 1998 *****
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.
***** MAR 1998 TOTAL = $1,578,301.31
***** APR 1998 *****
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
***** APR 1998 TOTAL = $268,005.65
***** 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.
***** NOV 1998 TOTAL = $897,280.89
***** DEC 1998 *****
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
***** DEC 1998 TOTAL = $1,455,235.31
GRAND TOTAL = $8,840,985.49
COST/PROJECT MILE = $1,428,499.83 TOTAL PROJECT MILES = 6.189
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 37
AVERAGE UNIT BIDS
DIVISION 04
DATE 9801-9812
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 7 62,785.71 439,500.00
7 CLEARING & GRUBBING LS 0.97 84,536.08 82,000.00
8 SUPP CLEARING & GRUBBING HA 0.80 2,623.55 2,098.84
15 UNCLASSIFIED EXCAVATION M3 46,600 4.92 229,257.00
18 REINF BRG APPR ********** LS 6 14,616.67 87,700.00
19 UNDERCUT EXCAVATION M3 2,000 7.62 15,235.00
21 GRADING LS 5 49,438.60 247,193.00
22 SUPP CLEARING & GRUBBING HA 2 1,700.00 3,400.00
23 UNDERCUT EXCAVATION M3 600 10.33 6,200.00
29 SELECT GRANULAR MATERIAL M3 2,500 11.76 29,400.00
31 SOIL STABILIZATION FABRIC M2 2,100 2.97 6,239.00
37 BORROW EXCAVATION M3 17,100 6.54 111,834.00
45 DRAINAGE DITCH EXCAVATION M3 2,523 8.62 21,760.60
48 PIPE CLEANOUT M 225 50.00 11,250.00
60 REMOVAL OF ASPH PAVEM'T M2 4,050 2.99 12,109.50
74 FND CONDIT MAT'L MIN STR MTN 672 20.20 13,574.91
81 BEDDING MAT'L PIPE CULV MTN 10 45.00 450.00
100 300MM RCP CULV CLASS III M 56.40 60.42 3,407.69
101 375MM RCP CULV CLASS III M 350.80 69.13 24,250.80
102 450MM RCP CULV CLASS III M 308.40 88.17 27,191.63
103 600MM RCP CULV CLASS III M 142 90.75 12,886.50
104 750MM RCP CULV CLASS III M 63.60 131.91 8,389.48
105 900MM RCP CULV CLASS III M 72 179.90 12,952.80
106 1050MM RCP CULV CLASS III M 130 227.53 29,578.90
198 400MM CS PIPE CULV 1.63MM M 306 65.52 20,049.98
199 450MM CS PIPE CULV 1.63MM M 145.20 73.42 10,660.58
200 600MM CS PIPE CULV 1.63MM M 73.20 86.68 6,344.98
251 ***MM BCCSP B **** M 62.40 72.55 4,527.24
381 ***MM BCCSP ELB B **** EA 12 183.33 2,200.00
497 FINE GRADING LS 2 76,750.00 153,500.00
499 SEALING PVMT CRKS & JTS KG 1,150 10.03 11,534.50
509 AGGREGATE BASE COURSE MTN 3,455 15.13 52,275.40
530 INCIDENTAL STONE BASE MTN 505 19.67 9,933.50
537 PRIME COAT L 4,960 0.40 1,984.00
540 MILLING ASPH PVMT ***MM M2 21,610 1.75 37,817.50
547 ASPHALT CEMENT PLANT MIX MTN 197 172.64 34,010.20
552 ASPH CONC BASE CO TYPE HB MTN 21,570 32.48 700,701.00
560 ASPH CONC BIND CO H MTN 230 41.89 9,634.70
566 ASPH CONC SURF CO I-2 MTN 14,745 31.57 465,546.55
574 ASPH PLT MIX PVMT REPAIR MTN 160 110.00 17,600.00
657 RIGHT OF WAY MARKERS EA 30 111.33 3,340.00
659 PIPE REMOVAL M 967 16.17 15,640.00
662 SUBDRAIN EXCAVATION M3 234 4.30 1,006.74
663 SUBDR FINE AGGREGATE M3 85 19.62 1,667.70
665 150MM PERF SUBDR PIPE M 200 8.20 1,640.00
668 150MM SUBDR PIPE Y,T,&L'S EA 20 5.00 100.00
670 CONC PAD FOR SUBDRN OUTLT EA 2 125.00 250.00
672 150MM OUTLET PIPE (SD) M 9 17.50 157.51
686 METAL FUNNELS EA 10 522.80 5,228.00
688 300MM FUNNEL DRAIN PIPE M 55.60 83.11 4,621.20
689 200MM FUNNEL DRAIN ELBOWS EA 6 178.00 1,068.00
690 300MM FUNNEL DRAIN ELBOWS EA 4 175.00 700.00
694 CONC EWALLS CLASS A M3 10 825.00 8,250.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 38
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
695 CONC EWALLS CLASS B M3 50 850.00 42,500.00
698 REINFORCING STEEL, EWALL KG 661 2.50 1,652.50
700 PIPE COLLARS M3 20 875.00 17,500.00
706 MASONRY DRAINAGE STRS EA 43 911.63 39,200.00
708 MASONRY DRAINAGE STRS M 1 820.00 820.00
724 FRM GRT&HD STD 840.03**** EA 28 315.00 8,820.00
742 FRM & 2GRTS STD 840.24 EA 2 329.00 658.00
744 FRM & GRT STD 840.29 EA 4 240.00 960.00
748 FRM W/GOVER STD 840.54 EA 5 250.00 1,250.00
772 750MM CONC CURB & GUTTER M 1,185 43.50 51,547.50
776 SHLDR BERM GUTTER M 338 51.87 17,530.80
793 150MM CONC DRIVEWAY M2 268 36.50 9,782.00
831 ADJUSTMENT OF MANHOLES EA 17 350.00 5,950.00
833 ADJUSTMT OF MB & VALVE BX EA 30 102.60 3,078.00
863 STL BM GRDRAIL M 1,465.42 32.19 47,170.13
873 ADDIT GRDRAIL POSTS EA 25 38.00 950.00
875 GRDRAIL ANCHOR ********** EA 8 1,599.50 12,796.00
892 GRDRAIL ANCHOR MELT EA 16 1,037.50 16,600.00
912 GRDRAIL ANCHOR XI EA 24 1,013.33 24,320.00
1008 PLN RIP RAP CL I MTN 290 32.00 9,280.00
1053 PLN RIP RAP, CLASS A MTN 15 36.30 544.50
1054 PLN RIP RAP, CLASS B MTN 250.40 36.24 9,075.05
43 FILTER FABRIC FOR DRAINGE M2 651.40 5.00 3,260.70
1101 BLDG REMOVAL ITEM **** LS 20 1.00 20.00
2199 WORK ZONE SIGNS (STAT) M2 175.11 79.55 13,929.43
2249 WORK ZONE SIGNS (PORT) M2 64 111.72 7,150.24
2205 WORK ZONE SIGNS (BARRICAD M2 78.68 61.33 4,825.63
2214 FLASHING ARROW PANELS EA 2 6,250.00 12,500.00
2251 WARNING FLAGS EA 26 12.97 337.30
2208 DRUMS EA 560 54.46 30,500.00
2204 CONES EA 160 20.50 3,280.00
2203 BARRICADES (TYPE III) M 440.23 39.49 17,387.25
2255 FLAGGER HR 100 17.50 1,750.00
2254 FLAGGER MD 750 125.00 93,750.00
2236 TRUCK MTD IMP ATTN 45 MPH EA 2 2,500.00 5,000.00
2144 TEMP RAISED PVMT MRKS EA 100 4.00 400.00
2146 TEMP RAISED MRKS, C&R EA 75 5.00 375.00
2173 GR DELINATRS, TEMP CRYSTL EA 18 7.00 126.00
2217 TEMP STEEL BM GUARDRAIL M 236.22 18.86 4,455.11
2222 GRDRAIL ANCH ************ EA 4 500.00 2,000.00
2225 GRDRAIL ANCH ************ EA 4 800.00 3,200.00
1892 THERMO PVM SYMB 'STR ARR' EA 50 65.00 3,250.00
1898 THERMO PVM SYMB 'STR & RT EA 15 115.00 1,725.00
2023 PAINT PVT MKG LINES 100MM M 8,000.70 0.93 7,456.77
2026 PAINT MRKNS 100MM YELLOW M 880 1.25 1,100.00
2142 REMVL OF 100MM LINES M 1,500 1.65 2,475.00
2149 PERM RAISED PVMT MARKERS EA 17 5.50 93.50
2151 PERM RAISED MRKS, C&R EA 750 5.30 3,975.00
2152 PERM RAISED MRKS, Y&Y EA 760 8.70 6,612.50
2170 GR DELINATRS, PERM CRYSTL EA 233 6.53 1,522.00
2167 BARRIER DELIN PERM, CRYST EA 76 7.47 568.00
2165 GRDRL END DELINEATION EA 28 30.14 844.00
2194 OBJECT MARKERS (END OF RD EA 6 44.00 264.00
1403 FND CONDIT MAT'L ******** MTN 900 19.50 17,550.00
1405 PVMT REP FOR UTILITY WORK MTN 77 110.00 8,470.00
1237 300MM DI H2O PIPE 2.41MPA M 115 72.92 8,385.80
1276 50MM PVC H2O P SD21 1.38 M 140 27.25 3,815.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 39
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1293 DI H2O FITTINGS 1.72MPA KG 5,307 11.80 62,622.60
1308 *** X 20MM TAPPING SADDLE EA 34 199.61 6,786.72
1310 *** X ***MM TAPPING SADDL EA 3 232.72 698.16
1373 RELOCATE WATER METER EA 1 100.00 100.00
1500 FL OR REMV 300 PIPE ***** M2 3,794 27.25 103,386.50
1392 ***MM STL NCAS PIPE****BJ M 37 667.49 24,697.13
1081 TEMPORARY SILT FENCE M 2,010 10.52 21,151.70
1098 EROS CONTRL STONE CL B MTN 1,565 30.63 47,937.55
1089 SEDIMENT CONTROL STONE MTN 602 39.77 23,944.50
1075 TEMPORARY MULCHING HA 22.50 1,649.87 37,122.00
1059 SEED FOR TEMP SEEDING KG 925 9.57 8,851.50
1060 FERT FOR TEMP SEEDING MTN 7.75 264.56 2,050.35
1076 TEMPORARY SLOPE DRAINS M 220 38.43 8,453.85
1077 INLET PROTCN @ TSD'S EA 19 179.47 3,410.00
52 SILT EXCAVATION M3 5,840 8.96 52,333.60
1056 SYNTHETIC ROVING M2 5,370 4.00 21,489.00
1067 MATTING FOR EROS CONTROL M2 4,220 2.17 9,181.00
1091 6.4MM HARDWARE CLOTH M 347 12.54 4,351.00
1085 STILLING BASINS M3 70 33.00 2,310.00
1057 SEEDING & MULCHING HA 5.50 5,363.18 29,497.50
1058 MOWING HA 4 179.37 717.50
1061 SEED FOR REPAIR SEEDING KG 375 14.86 5,572.50
1062 FERT FOR REPAIR SEEDING MTN 1.50 970.00 1,455.00
1063 SEED FOR SUPP SEEDING KG 225 5.07 1,141.00
1065 SODDING M2 2,131 9.92 21,134.00
1066 WATER KL 53.27 59.27 3,157.88
1068 FERTILIZER TOPDRESSING MTN 36.75 390.16 14,338.25
1093 IMPERVIOUS DIKE M 45 100.00 4,500.00
1095 SPECIALIZED HAND MOWING HR 14.50 65.72 953.00
1096 RESPONSE FOR EROS CONTRL EA 12 400.00 4,800.00
1607 4 SECT 300MM T SIGNAL HD EA 3 565.00 1,695.00
1710 SIGN EA 9 149.00 1,341.00
1726 12-7 TRAFFIC SIGNAL CABLE M 600 6.00 3,600.00
1749 9.52MM MESSENGER CABLE M 500 5.00 2,500.00
1756 2-8 PH CONTRLR & CABINET EA 3 7,527.00 22,581.00
1769 FOUNDTN CONTRLR CABNET EA 3 420.00 1,260.00
1782 INDUCT LOOP 1.8 X 1.8M EA 12 439.00 5,268.00
1830 WOOD POLE EA 12 550.00 6,600.00
1832 25MM RISER W/ WEATHERHEAD EA 3 179.00 537.00
1833 50MM RISER W/ WEATHERHEAD EA 12 245.00 2,940.00
1835 GUY ASSEMBLY EA 24 150.00 3,600.00
2275 CM&R TEMP STR *********** LS 1 178,000.00 178,000.00
2284 REMV STR @ ************ LS 6 30,633.33 183,800.00
2293 REMV STR @ ************ LS 1 14,200.00 14,200.00
2306 FND EXCAV B** @ ********* LS 4 15,000.00 60,000.00
2308 ****MM DRILLD PIER NO ROC M 99.30 1,585.08 157,398.30
2309 ****MM DRILLD PIER IN ROC M 42.80 5,092.57 217,962.00
2310 ****MM DIA PER STL CASING M 74.60 356.02 26,559.50
2312 UNCL STR EXCAV M3 1,863 9.60 17,890.00
2314 CULV EXCAV @ ************ LS 1 12,000.00 12,000.00
2317 FND COND MATL BOX CULV MTN 87 30.00 2,610.00
2323 REINF CONC DECK SLAB M2 1,559.20 208.70 325,410.20
2325 GROOVING BRIDGE FLOORS M2 1,281.50 6.25 8,011.90
2329 CL AA CONC, BRIDGE M3 39.50 800.00 31,600.00
2330 CL A CONC, BRIDGE M3 439.60 633.81 278,622.00
2336 CL A CONC, CULVERT M3 126.20 600.00 75,720.00
2342 APPROACH SLABS ********** LS 6 16,916.67 101,500.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 40
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2345 REINF STEEL (BRIDGE) KG 61,100 1.21 74,025.63
2354 SPIRAL COL REINF STL STR KG 7,792 2.34 18,224.67
2357 REINF STL CULV KG 13,801 1.25 17,251.25
2363 914MM PRESTR CONC GIRDERS M 313.40 260.00 81,485.30
2365 1372MM PRESTR CONC GIRDER M 318.36 425.00 135,303.00
2394 HP310X79 STL PILE M 761.50 85.24 64,911.50
2399 HP360X108 STL PILE M 670 90.00 60,300.00
2400 PAINTING STL PILE ******* LS 2 20,000.00 40,000.00
2444 CONC BARRIER RAIL M 573.03 147.50 84,525.63
2479 PLAIN RIP RAP II 600MM TK MTN 1,650 38.82 64,054.50
2475 ELASTOMERIC BEARINGS LS 5 3,987.00 19,935.00
2483 EVAZOTE JOINT SEALS LS 2 6,250.00 12,500.00
2508 914X533PRSTR C CORED SLB M 1,558.04 272.38 424,375.05
MISC. ITEMS NOT INCLUDED IN ABOVE ITEM LIST.
MISC. DRAINAGE 1,775.00
MISC. PAVING 104,210.00
MISC. SIGNALIZATN 5,194.00
MISC. UTILITIES 27,570.87
MISC. BRIDGES 45,500.00
MISC. OTHER 1,674,307.76
TOTALS FOR ALL ITEMS IN EACH WORK GROUP.
TOTAL GRADING 972,695.97
TOTAL DRAINAGE 358,328.74
TOTAL PAVING 1,697,559.92
TOTAL BUILDINGS 20.00
TOTAL LANDSCAPING 339,472.23
TOTAL SIGNALIZATN 57,116.00
TOTAL UTILITIES 264,082.78
TOTAL CULVERTS 121,781.25
TOTAL BRIDGES 2,711,894.18
TOTAL OTHER 2,117,068.46
TOTAL ELECTRICAL 200,965.96
GRAND TOTAL 8,840,985.49
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 41
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 *****
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.
***** JAN 1998 TOTAL = $448,516.25
***** APR 1998 *****
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
***** APR 1998 TOTAL = $542,681.59
***** 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.
***** JUL 1998 TOTAL = $4,998,231.53
***** SEP 1998 *****
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.
***** SEP 1998 TOTAL = $420,530.46
***** DEC 1998 *****
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.
***** DEC 1998 TOTAL = $14,521,219.84
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
GRAND TOTAL = $20,931,179.67
COST/PROJECT MILE = $2,989,741.41 TOTAL PROJECT MILES = 7.001
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 43
AVERAGE UNIT BIDS
DIVISION 05
DATE 9801-9812
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 6 176,666.67 1,060,000.00
2 CONSTRUCTION SURVEYING LS 1 135,000.00 135,000.00
7 CLEARING & GRUBBING LS 13.20 33,257.57 439,000.00
8 SUPP CLEARING & GRUBBING HA 1.60 12,000.00 19,200.00
12 SEALING ABANDONED WELLS EA 2 1,000.00 2,000.00
15 UNCLASSIFIED EXCAVATION M3 251,625 7.29 1,835,087.50
18 REINF BRG APPR ********** LS 5 20,330.00 101,650.00
19 UNDERCUT EXCAVATION M3 7,530 8.56 64,500.00
21 GRADING LS 4 81,000.00 324,000.00
22 SUPP CLEARING & GRUBBING HA 1.60 1,231.00 1,969.60
23 UNDERCUT EXCAVATION M3 1,250 15.92 19,900.00
29 SELECT GRANULAR MATERIAL M3 2,000 21.50 43,000.00
31 SOIL STABILIZATION FABRIC M2 2,000 2.50 5,000.00
37 BORROW EXCAVATION M3 5,000 4.00 20,000.00
45 DRAINAGE DITCH EXCAVATION M3 1,900 7.99 15,177.50
50 BERM DITCH CONSTRUCTION M 185 11.00 2,035.00
60 REMOVAL OF ASPH PAVEM'T M2 29,600 2.79 82,470.00
63 PROOF ROLLING HR 42 213.93 8,985.00
69 ROCK EMBANKMENT MTN 400 32.00 12,800.00
74 FND CONDIT MAT'L MIN STR MTN 2,634 20.62 54,328.00
100 300MM RCP CULV CLASS III M 560.40 70.00 39,228.00
101 375MM RCP CULV CLASS III M 4,473.60 85.44 382,220.40
102 450MM RCP CULV CLASS III M 1,579.20 90.17 142,400.16
103 600MM RCP CULV CLASS III M 873.60 106.18 92,761.80
104 750MM RCP CULV CLASS III M 267.60 171.66 45,935.40
105 900MM RCP CULV CLASS III M 16.80 265.00 4,452.00
108 1350MM RCP CULV CLASS III M 40.80 357.00 14,565.60
109 1500MM RCP CULV CLASS III M 9.60 640.00 6,144.00
172 375 X *** X ***MM RCP T 3 EA 3 325.00 975.00
173 375 X 375 X 375MM RCP T 3 EA 2 342.00 684.00
174 450 X *** X ***MM RCP T 3 EA 2 370.00 740.00
195 150MM CS PIPE SPRBX1.63MM M 18 49.50 891.00
197 ***MM CS PIPE CULV ****MM M 58.80 88.18 5,185.20
198 400MM CS PIPE CULV 1.63MM M 93.80 64.45 6,045.40
199 450MM CS PIPE CULV 1.63MM M 78.80 75.51 5,950.40
200 600MM CS PIPE CULV 1.63MM M 30.40 108.00 3,283.20
216 ***MM CSP ELB ****MM EA 8 60.00 480.00
238 400MM BCCSP A 1.63 M 7.20 225.00 1,620.00
251 ***MM BCCSP B **** M 28.80 75.00 2,160.00
255 400MM BCCSP B 1.63 M 40.80 75.00 3,060.00
258 450MM BCCSP B 1.63 M 86.40 82.00 7,084.80
261 600MM BCCSP B 1.63 M 48 94.00 4,512.00
265 800MM BCCSP B 2.01 M 15.60 126.00 1,965.60
381 ***MM BCCSP ELB B **** EA 4 95.00 380.00
382 400MM BCCSP ELB B 1.63 EA 4 104.00 416.00
383 450MM BCCSP ELB B 1.63 EA 9 123.22 1,109.00
384 600MM BCCSP ELB B 1.63 EA 2 150.00 300.00
386 800MM BCCSP ELB B 2.01 EA 2 406.00 812.00
497 FINE GRADING LS 2 85,000.00 170,000.00
498 SEALING PAVEMENT CRACKS KG 500 12.00 6,000.00
500 LIME TRTD SOIL (SLURRY) M2 52,330 2.27 118,695.80
503 LIME FOR LIME TRTD SOIL MTN 585 165.69 96,930.00
507 STABILIZER AGGREGATE MTN 500 18.00 9,000.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 44
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
509 AGGREGATE BASE COURSE MTN 88,270 12.89 1,137,836.00
525 ***MM SOIL CEMENT BASE M2 52,330 2.27 118,695.80
526 PC FOR SOIL CEMENT BASE MTN 1,580 120.73 190,760.00
527 AGGREGATE FOR SOIL CEM B MTN 380 14.81 5,628.00
528 ASPHALT CURING SEAL L 71,170 0.41 29,275.50
530 INCIDENTAL STONE BASE MTN 2,970 19.30 57,320.00
532 SHOULDER BORROW M3 345 10.00 3,450.00
540 MILLING ASPH PVMT ***MM M2 25,700 2.50 64,250.00
547 ASPHALT CEMENT PLANT MIX MTN 4,474 158.31 708,280.00
552 ASPH CONC BASE CO TYPE HB MTN 16,990 29.98 509,400.00
560 ASPH CONC BIND CO H MTN 300 35.80 10,740.00
558 ASPH CONC BIND CO HDB MTN 28,700 28.00 803,600.00
563 ASPH CONC SURF CO I-1 MTN 1,035 47.01 48,660.00
568 ASPH CONC SURF CO HDS MTN 21,000 28.00 588,000.00
574 ASPH PLT MIX PVMT REPAIR MTN 800 135.94 108,750.00
657 RIGHT OF WAY MARKERS EA 224 91.63 20,526.00
659 PIPE REMOVAL M 1,355.90 40.99 55,577.60
662 SUBDRAIN EXCAVATION M3 986 8.96 8,834.90
663 SUBDR FINE AGGREGATE M3 521 34.74 18,099.25
665 150MM PERF SUBDR PIPE M 1,250 16.96 21,200.00
668 150MM SUBDR PIPE Y,T,&L'S EA 125 0.50 62.50
670 CONC PAD FOR SUBDRN OUTLT EA 9 155.33 1,398.00
672 150MM OUTLET PIPE (SD) M 68 17.62 1,198.00
683 BLOTTING SAND MTN 23 67.39 1,550.00
686 METAL FUNNELS EA 10 475.00 4,750.00
688 300MM FUNNEL DRAIN PIPE M 34.90 51.96 1,813.50
690 300MM FUNNEL DRAIN ELBOWS EA 6 131.67 790.00
692 SEEPS M2 50 50.00 2,500.00
694 CONC EWALLS CLASS A M3 8.10 1,014.20 8,215.00
695 CONC EWALLS CLASS B M3 5 961.80 4,809.00
698 REINFORCING STEEL, EWALL KG 435 3.92 1,706.50
700 PIPE COLLARS M3 9.12 1,102.33 10,053.30
702 PIPE PLUGS M3 0.38 2,610.00 991.80
706 MASONRY DRAINAGE STRS EA 263 1,022.43 268,900.00
707 MASONRY DRAINAGE STRS M3 20.80 806.67 16,778.70
708 MASONRY DRAINAGE STRS M 10.32 620.78 6,406.50
724 FRM GRT&HD STD 840.03**** EA 207 441.47 91,385.00
730 FRM & 2GRTS STD 840.16 EA 49 455.10 22,300.00
742 FRM & 2GRTS STD 840.24 EA 4 446.25 1,785.00
746 FRAME W/2 GRTS STD 840.33 EA 1 495.00 495.00
748 FRM W/GOVER STD 840.54 EA 4 452.50 1,810.00
712 CONC APRON FOR DI EA 7 684.28 4,790.00
769 200 X 150MM CONC CURB M 200 32.50 6,500.00
772 750MM CONC CURB & GUTTER M 12,035 34.26 412,383.75
776 SHLDR BERM GUTTER M 251 74.01 18,578.00
778 ***MM CONC GUTTER M2 2,800 41.00 114,800.00
789 100MM CONC SIDEWALK M2 4,150 30.00 124,500.00
791 CONC WHEELCHAIR RAMPS M2 113 50.25 5,678.25
793 150MM CONC DRIVEWAY M2 1,240 37.58 46,606.25
795 100MM CONC PAVED DITCH M2 9 63.00 567.00
805 125MM MONOLITHIC CONC ISL M2 1,450 36.16 52,431.00
831 ADJUSTMENT OF MANHOLES EA 4 941.25 3,765.00
833 ADJUSTMT OF MB & VALVE BX EA 29 501.72 14,550.00
863 STL BM GRDRAIL M 1,764.03 34.59 61,010.90
864 STL BM GRDRAIL SHOP CURV M 7.62 38.00 289.56
873 ADDIT GRDRAIL POSTS EA 25 35.40 885.00
875 GRDRAIL ANCHOR ********** EA 8 1,509.50 12,076.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 45
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
891 GRDRAIL ANCHOR CAT-1 EA 5 520.00 2,600.00
892 GRDRAIL ANCHOR MELT EA 13 1,034.61 13,450.00
903 GRDRAIL ANCHOR VI (MOD) EA 4 1,050.00 4,200.00
912 GRDRAIL ANCHOR XI EA 14 1,035.71 14,500.00
914 GRDRAIL ANCHOR XIII EA 2 525.00 1,050.00
920 REMOVE GUARDRAIL M 565 3.50 1,977.50
933 WW WIRE FENCE 1200MM FABR M 325 5.24 1,703.00
939 100MM FENCE POSTS 2.30M EA 65 14.00 910.00
945 125MM FENCE POSTS 2.50M EA 12 28.00 336.00
969 LINE POST FOR ****MM CL F EA 18 35.00 630.00
975 TERM POST FOR ****MM CL EA 4 115.00 460.00
996 WOVEN WIRE FENCE RESET M 325 19.70 6,402.50
1008 PLN RIP RAP CL I MTN 367 31.67 11,622.00
1010 PLN RIP RAP CL II MTN 50 32.00 1,600.00
1054 PLN RIP RAP, CLASS B MTN 865 30.68 26,542.00
43 FILTER FABRIC FOR DRAINGE M2 3,643 1.97 7,175.00
1101 BLDG REMOVAL ITEM **** LS 6 1.00 6.00
1514 TYPE D SIGNS, FABRICATION M2 2.80 239.00 669.20
1515 TYPE E SIGNS, FABRICATION M2 61.76 176.00 10,869.76
1516 TYPE F SIGNS, FABRICATION M2 4 163.00 652.00
1528 4.5KG STEEL U-CHNL POST M 600 19.00 11,400.00
1533 TYPE D SIGNS, ERECTION EA 2 105.00 210.00
1534 TYPE E SIGNS, ERECTION EA 94 79.00 7,426.00
1535 TYPE F SIGNS, ERECTION EA 2 131.00 262.00
1561 REMV & DISP U POSTS EA 5 27.00 135.00
1592 R&D SIGN & U POST EA 35 11.00 385.00
1589 ERECT SIGN ON U POST EA 5 131.00 655.00
2199 WORK ZONE SIGNS (STAT) M2 219.88 90.71 19,945.47
2249 WORK ZONE SIGNS (PORT) M2 40 191.00 7,640.00
2205 WORK ZONE SIGNS (BARRICAD M2 76.31 83.59 6,379.10
2214 FLASHING ARROW PANELS EA 2 2,600.00 5,200.00
2245 CHANGEABLE MESSAGE SIGNS EA 2 17,700.00 35,400.00
2251 WARNING FLAGS EA 36 18.92 681.10
2208 DRUMS EA 635 53.72 34,112.50
2204 CONES EA 80 27.19 2,175.00
2200 BARRICADES (TYPE II) M 60 24.75 1,485.00
2203 BARRICADES (TYPE III) M 745.75 40.70 30,356.00
2255 FLAGGER HR 6,100 12.36 75,400.00
2250 WARNING LIGHTS (TYPE B) EA 15 250.00 3,750.00
2236 TRUCK MTD IMP ATTN 45 MPH EA 1 2,500.00 2,500.00
2186 PORTABLE BARRIER M 90 65.00 5,850.00
2252 POLICE HR 60 30.50 1,830.00
2144 TEMP RAISED PVMT MRKS EA 5,595 4.62 25,841.50
2173 GR DELINATRS, TEMP CRYSTL EA 10 6.00 60.00
2189 BARRIER DELIN TEMP,CRYSTL EA 20 7.50 150.00
2217 TEMP STEEL BM GUARDRAIL M 250 16.40 4,100.00
2221 TEMP STEEL BM GRDRAIL TS EA 2 25.00 50.00
2226 GRDRAIL ANCH BCT-1 (TEMP) EA 2 300.00 600.00
1863 100MM THERMO MKG, 2.3MMTK M 3,375 1.46 4,923.00
1864 100MM THERMO MKG 3.1MM TK M 23,330 1.71 39,964.50
1867 200MM THERMO MKG 2.3MM TK M 800 2.25 1,800.00
1868 200MM THERMO MKG 3.1MM TK M 130 2.50 325.00
1870 600MM THERMO MKG 3.1MM TK M 240 13.05 3,132.00
1872 100MM THERMO YELLOW 3.0MM M 540 2.71 1,463.40
1877 THERMO PVT MKG CHARACTER EA 24 40.67 976.00
1886 THERMO PVT MKG SYMB 2.3MM EA 169 61.98 10,474.00
2023 PAINT PVT MKG LINES 100MM M 144,015 0.56 81,463.13
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 46
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2029 PAINT PVT MKG LINES 150MM M 560 0.50 280.00
2032 PAINT PVT MKG LINES 200MM M 2,453 0.70 1,719.10
2042 PAINT PVT MKG LINES 600MM M 544 2.45 1,333.50
2076 PAINT PVT MKG CHARACTER EA 48 29.00 1,392.00
2092 PAINT PVT MKG SYMBOL EA 231 34.52 7,974.00
2142 REMVL OF 100MM LINES M 45,100 1.17 52,955.00
2140 REMVL OF 150MM LINES M 200 1.75 350.00
2141 REMVL OF 200MM LINES M 1,800 2.10 3,780.00
2169 REMVL OF 600MM LINES M 110 6.64 730.00
2143 REMOVAL OF SYMBL & CHARAC EA 55 26.00 1,430.00
2149 PERM RAISED PVMT MARKERS EA 2,600 4.69 12,200.00
2152 PERM RAISED MRKS, Y&Y EA 38 5.17 196.50
2170 GR DELINATRS, PERM CRYSTL EA 249 7.02 1,749.00
2164 GR DELINATRS, PERM YELLOW EA 25 7.20 180.00
2167 BARRIER DELIN PERM, CRYST EA 67 7.51 503.00
2166 BARRIER DELIN PERM, YELLW EA 30 7.50 225.00
2165 GRDRL END DELINEATION EA 30 30.35 910.40
2171 2.1M U-CHANNEL POSTS EA 2 20.00 40.00
2193 OBJECT MARKERS (TYPE 3) EA 2 50.00 100.00
1184 ELEC DUCT TYP BD SIZ **** M 28 35.00 980.00
1185 ELEC DUCT TYP JA SIZ **** M 12 105.00 1,260.00
1403 FND CONDIT MAT'L ******** MTN 881.30 19.42 17,116.62
1213 BEDDN MAT'L CL ********** MTN 879.30 18.39 16,169.42
1405 PVMT REP FOR UTILITY WORK MTN 102.70 152.66 15,677.85
1245 150MM DI WP CL*********** M 409 89.06 36,427.00
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
1226 400MM DI RS JT ********** M 36.60 210.00 7,686.00
1228 DI RES JT H2O PIPE FITNGS KG 225 4.20 945.00
1230 ***MM DI R XING ********* M 63 1,397.00 88,011.00
1253 20MM CU WATER PIPE TYPE K M 176 28.43 5,003.60
1293 DI H2O FITTINGS 1.72MPA KG 8,528 5.69 48,508.30
1303 20MM CORPORATION STOP EA 25 135.56 3,389.00
1353 ***MM AIR REL V & MANHOLE EA 1 2,153.00 2,153.00
1373 RELOCATE WATER METER EA 13 424.61 5,520.00
1367 RELOCATE FIRE HYDRANT EA 10 928.75 9,287.50
1447 100MM DI FRC MN SS ****** M 90 81.00 7,290.00
1468 DI SS PIPE FITTINGS KG 136 4.20 571.20
1497 FL OR REMV 150 PIPE ***** M2 643 16.00 10,288.00
1498 FL OR REMV 200 PIPE ***** M2 209 17.00 3,553.00
1501 FILL/REM ABN 400 PIPE *** M 325 25.81 8,387.00
1485 BREAK DOWN & REBUILD MH EA 1 840.00 840.00
1389 750MM STL NCAS PIPE****OC M 135 273.00 36,855.00
1081 TEMPORARY SILT FENCE M 2,480 7.35 18,227.00
1097 EROS CONTRL STONE CL A MTN 140 33.71 4,720.00
1098 EROS CONTRL STONE CL B MTN 1,890 30.94 58,470.00
1089 SEDIMENT CONTROL STONE MTN 1,675 25.17 42,160.00
1075 TEMPORARY MULCHING HA 38 1,143.28 43,444.85
1059 SEED FOR TEMP SEEDING KG 1,500 5.80 8,706.75
1060 FERT FOR TEMP SEEDING MTN 12.25 750.67 9,195.75
1076 TEMPORARY SLOPE DRAINS M 95 41.12 3,906.25
1077 INLET PROTCN @ TSD'S EA 7 180.43 1,263.00
52 SILT EXCAVATION M3 11,255 9.07 102,125.00
1056 SYNTHETIC ROVING M2 7,445 2.02 15,044.30
1067 MATTING FOR EROS CONTROL M2 4,040 2.09 8,466.30
1091 6.4MM HARDWARE CLOTH M 1,547 14.37 22,225.50
1099 ***MM TEMPORARY PIPE M 100 125.00 12,500.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 47
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
53 *** X *** X *** PERF TEE EA 1 2,000.00 2,000.00
54 *** X *** X *** PERF TEE EA 1 1,900.00 1,900.00
1085 STILLING BASINS M3 45 15.55 700.00
1057 SEEDING & MULCHING HA 35.50 4,467.82 158,607.50
1058 MOWING HA 21.50 104.76 2,252.35
1061 SEED FOR REPAIR SEEDING KG 525 14.57 7,652.25
1062 FERT FOR REPAIR SEEDING MTN 2.25 977.39 2,199.13
1063 SEED FOR SUPP SEEDING KG 1,000 4.59 4,590.00
1065 SODDING M2 8,590 8.64 74,196.00
1066 WATER KL 215 34.79 7,480.00
1068 FERTILIZER TOPDRESSING MTN 59.50 364.05 21,660.75
1093 IMPERVIOUS DIKE M 25 315.00 7,875.00
1095 SPECIALIZED HAND MOWING HR 13.50 43.48 587.00
1096 RESPONSE FOR EROS CONTRL EA 32 152.50 4,880.00
2823 REFORESTATION HA 2.90 1,392.45 4,038.10
1599 3 SECT 300MM SIGNAL HEAD EA 26 513.27 13,345.00
1600 3 SECT COMBO 300MM SIG HD EA 8 620.00 4,960.00
1603 4 SECT 300MM VERT SGNL HD EA 4 594.50 2,378.00
1611 5 SECT 300MM SIGNAL HEAD EA 7 808.57 5,660.00
1710 SIGN EA 4 129.50 518.00
1725 12-4 TRAFFIC SIGNAL CABLE M 465 6.52 3,030.00
1726 12-7 TRAFFIC SIGNAL CABLE M 495 6.90 3,415.00
1749 9.52MM MESSENGER CABLE M 765 5.99 4,585.50
1750 6.35MM MESSENGER CABLE M 5,500 5.00 27,500.00
1751 AERIAL FIBER OPTIC CABLE M 6,000 8.50 51,000.00
1753 UNDGRD FIBER OPTIC CABLE M 100 8.50 850.00
1769 FOUNDTN CONTRLR CABNET EA 4 518.75 2,075.00
1777 INDUCTIVE LOOP SAWCUT M 2,640 10.70 28,240.00
1802 LEAD-IN CABLE M 5,840 4.00 23,360.00
1805 50MM CONDUIT M 970 5.19 5,037.50
1809 TRENCHING (UNPAVED) M 1,825 10.37 18,932.50
1810 TRENCHING (PAVED) M 90 78.11 7,030.00
1825 PULL BOX EA 28 233.25 6,531.00
1827 OVER-SIZED PULL BOX EA 6 338.33 2,030.00
1830 WOOD POLE EA 16 508.75 8,140.00
1832 25MM RISER W/ WEATHERHEAD EA 4 233.25 933.00
1833 50MM RISER W/ WEATHERHEAD EA 16 260.75 4,172.00
1835 GUY ASSEMBLY EA 60 179.47 10,768.00
2284 REMV STR @ ************ LS 4 33,854.00 135,416.00
2293 REMV STR @ ************ LS 1 6,000.00 6,000.00
2306 FND EXCAV B** @ ********* LS 1 24,000.00 24,000.00
2308 ****MM DRILLD PIER NO ROC M 223.80 1,182.60 264,667.00
2309 ****MM DRILLD PIER IN ROC M 33.30 6,536.04 217,650.00
2310 ****MM DIA PER STL CASING M 67.60 837.81 56,635.90
2312 UNCL STR EXCAV M3 1,057 12.94 13,680.00
2314 CULV EXCAV @ ************ LS 4 25,875.00 103,500.00
2317 FND COND MATL BOX CULV MTN 235 71.70 16,850.00
2323 REINF CONC DECK SLAB M2 3,797.40 179.93 683,280.50
2325 GROOVING BRIDGE FLOORS M2 4,912.40 4.50 22,107.20
2330 CL A CONC, BRIDGE M3 1,122.90 388.55 436,299.20
2336 CL A CONC, CULVERT M3 156.90 900.00 141,210.00
2342 APPROACH SLABS ********** LS 6 25,334.17 152,005.00
2345 REINF STEEL (BRIDGE) KG 145,958 0.99 145,218.32
2354 SPIRAL COL REINF STL STR KG 17,357 1.81 31,510.30
2357 REINF STL CULV KG 39,238 0.66 26,036.95
2364 1143MM PRESTR CONC GIRDER M 176.30 325.00 57,298.80
2365 1372MM PRESTR CONC GIRDER M 1,465.61 465.00 681,511.44
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 48
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2394 HP310X79 STL PILE M 2,608.90 88.18 230,051.70
2399 HP360X108 STL PILE M 69.30 114.00 7,900.20
2403 STEEL PILE POINTS EA 151 85.37 12,891.00
2400 PAINTING STL PILE ******* LS 1 3,021.00 3,021.00
2429 ONE BAR METAL RAIL M 106.99 110.00 11,768.90
2435 THREE BAR METAL RAIL M 176.10 360.00 63,398.88
2444 CONC BARRIER RAIL M 403.30 154.50 62,311.29
2447 ***X****MM CONC PARAPET M 111.72 190.00 21,227.75
2455 100MM SLOPE PROTECTION M2 270.70 41.00 11,098.70
2479 PLAIN RIP RAP II 600MM TK MTN 2,339 32.87 76,878.00
2477 RIP RAP FILTER FABRIC M2 1,257 3.50 4,399.50
2475 ELASTOMERIC BEARINGS LS 4 7,672.00 30,688.00
2483 EVAZOTE JOINT SEALS LS 2 38,500.00 77,000.00
2493 ELECT COND SYS ********** LS 3 18,333.33 55,000.00
2505 914X457PRSTR C CORED SLB M 420.91 280.00 117,856.20
2508 914X533PRSTR C CORED SLB M 311.08 243.00 75,592.44
MISC. ITEMS NOT INCLUDED IN ABOVE ITEM LIST.
MISC. DRAINAGE 5,210.40
MISC. PAVING 981,127.65
MISC. FENCING 4,775.00
MISC. LANDSCAPING 2,550.00
MISC. SIGNALIZATN 142,011.00
MISC. UTILITIES 114,791.70
MISC. BRIDGES 1,771,116.50
MISC. OTHER 193,347.40
TOTALS FOR ALL ITEMS IN EACH WORK GROUP.
TOTAL GRADING 3,243,731.66
TOTAL DRAINAGE 1,370,030.81
TOTAL PAVING 6,721,224.53
TOTAL FENCING 8,814.00
TOTAL BUILDINGS 6,408.50
TOTAL LANDSCAPING 680,164.78
TOTAL SIGNS 32,663.96
TOTAL SIGNALIZATN 376,501.50
TOTAL LIGHTING 2,240.00
TOTAL UTILITIES 895,284.19
TOTAL CULVERTS 293,596.95
TOTAL BRIDGES 5,553,479.72
TOTAL OTHER 1,483,533.40
TOTAL ELECTRICAL 263,505.67
GRAND TOTAL 20,931,179.67
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 49
AVERAGE UNIT BIDS
DIVISION 06
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 *****
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 = $1,780,052.58
***** MAR 1998 *****
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
***** MAR 1998 TOTAL = $10,355,031.37
***** APR 1998 *****
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-
PROJECT TOTAL = 1,743,998.64 LEE CONSTRUCTION CO. O
***** APR 1998 TOTAL = $1,743,998.64
***** SEP 1998 *****
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
***** SEP 1998 TOTAL = $4,473,286.24
GRAND TOTAL = $18,352,368.83
COST/PROJECT MILE = $2,435,293.10 TOTAL PROJECT MILES = 7.536
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 50
AVERAGE UNIT BIDS
DIVISION 06
DATE 9801-9812
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 4 308,814.66 1,235,258.63
2 CONSTRUCTION SURVEYING LS 2 111,000.00 222,000.00
7 CLEARING & GRUBBING LS 7.75 93,432.90 724,105.00
8 SUPP CLEARING & GRUBBING HA 2 5,500.49 11,000.99
15 UNCLASSIFIED EXCAVATION M3 39,610 15.42 610,917.50
18 REINF BRG APPR ********** LS 4 8,750.00 35,000.00
19 UNDERCUT EXCAVATION M3 5,400 10.40 56,182.50
29 SELECT GRANULAR MATERIAL M3 9,100 9.78 89,045.00
31 SOIL STABILIZATION FABRIC M2 9,100 2.65 24,110.00
37 BORROW EXCAVATION M3 114,790 6.29 722,277.50
45 DRAINAGE DITCH EXCAVATION M3 555 9.62 5,338.35
60 REMOVAL OF ASPH PAVEM'T M2 10,780 3.76 40,521.25
64 TEMPORARY SHORING M2 200 90.00 18,000.00
74 FND CONDIT MAT'L MIN STR MTN 1,072 21.48 23,023.52
81 BEDDING MAT'L PIPE CULV MTN 813 22.58 18,361.52
100 300MM RCP CULV CLASS III M 28.80 65.00 1,872.00
101 375MM RCP CULV CLASS III M 2,358 203.45 479,731.81
102 450MM RCP CULV CLASS III M 524.40 145.84 76,479.40
103 600MM RCP CULV CLASS III M 268.80 93.71 25,188.24
104 750MM RCP CULV CLASS III M 138 173.05 23,881.08
171 *** X *** X ***MM PERF T EA 1 384.00 384.00
172 375 X *** X ***MM RCP T 3 EA 1 557.00 557.00
198 400MM CS PIPE CULV 1.63MM M 30 20.00 600.00
255 400MM BCCSP B 1.63 M 45.60 105.00 4,788.00
382 400MM BCCSP ELB B 1.63 EA 4 350.00 1,400.00
494 150MM SLOPE PROTECTION M2 60 94.04 5,642.40
497 FINE GRADING LS 4 55,206.25 220,825.00
509 AGGREGATE BASE COURSE MTN 1,480 21.71 32,132.50
530 INCIDENTAL STONE BASE MTN 1,200 21.15 25,385.00
537 PRIME COAT L 6,405 0.78 4,997.00
540 MILLING ASPH PVMT ***MM M2 7,426 2.00 14,852.00
541 MILLING ASPH PVMT ***-*** M2 6,400 3.40 21,760.00
547 ASPHALT CEMENT PLANT MIX MTN 3,705 162.65 602,606.50
552 ASPH CONC BASE CO TYPE HB MTN 22,410 41.48 929,500.00
560 ASPH CONC BIND CO H MTN 425 93.47 39,725.00
558 ASPH CONC BIND CO HDB MTN 33,850 41.23 1,395,552.50
563 ASPH CONC SURF CO I-1 MTN 1,405 69.12 97,116.75
568 ASPH CONC SURF CO HDS MTN 21,595 40.13 866,521.25
574 ASPH PLT MIX PVMT REPAIR MTN 230 115.75 26,622.50
659 PIPE REMOVAL M 384 54.50 20,930.00
662 SUBDRAIN EXCAVATION M3 718 9.32 6,690.88
663 SUBDR FINE AGGREGATE M3 539 34.62 18,662.25
665 150MM PERF SUBDR PIPE M 1,300 15.13 19,670.00
668 150MM SUBDR PIPE Y,T,&L'S EA 130 2.69 350.00
670 CONC PAD FOR SUBDRN OUTLT EA 9 153.33 1,380.00
672 150MM OUTLET PIPE (SD) M 18 18.76 337.74
686 METAL FUNNELS EA 11 679.54 7,475.00
688 300MM FUNNEL DRAIN PIPE M 66.40 43.28 2,873.60
690 300MM FUNNEL DRAIN ELBOWS EA 11 359.09 3,950.00
700 PIPE COLLARS M3 4.50 864.21 3,888.93
702 PIPE PLUGS M3 2 955.90 1,911.80
706 MASONRY DRAINAGE STRS EA 203 1,199.19 243,435.20
708 MASONRY DRAINAGE STRS M 8.70 680.00 5,916.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 51
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
724 FRM GRT&HD STD 840.03**** EA 129 318.13 41,039.52
730 FRM & 2GRTS STD 840.16 EA 43 417.44 17,950.00
738 FRM & 2GRTS STD 840.22 EA 6 350.00 2,100.00
742 FRM & 2GRTS STD 840.24 EA 2 600.00 1,200.00
744 FRM & GRT STD 840.29 EA 7 350.00 2,450.00
748 FRM W/GOVER STD 840.54 EA 31 704.51 21,839.81
712 CONC APRON FOR DI EA 28 211.93 5,934.04
758 CONC RETAINING WALLS M3 412 494.83 203,870.00
768 *** X ***MM CONC CURB M 150 60.50 9,075.00
772 750MM CONC CURB & GUTTER M 8,182 44.25 362,040.58
776 SHLDR BERM GUTTER M 58 75.00 4,350.00
789 100MM CONC SIDEWALK M2 7,515 31.76 238,662.20
791 CONC WHEELCHAIR RAMPS M2 713.44 56.42 40,254.13
793 150MM CONC DRIVEWAY M2 1,180 60.19 71,031.00
806 150MM MONOLITHIC CONC ISL M2 9,500 62.79 596,505.00
827 ADJUSTMENT OF CATCH BASIN EA 6 349.87 2,099.22
831 ADJUSTMENT OF MANHOLES EA 2 1,231.69 2,463.38
834 CONVERT CB TO JB EA 56 960.42 53,783.52
837 CONVERT DI TO JB EA 12 1,006.45 12,077.40
863 STL BM GRDRAIL M 2,430.78 33.52 81,477.07
864 STL BM GRDRAIL SHOP CURV M 117.87 39.87 4,700.00
873 ADDIT GRDRAIL POSTS EA 25 38.00 950.00
879 GRDRAIL ANCHOR AT-1 EA 3 616.67 1,850.00
891 GRDRAIL ANCHOR CAT-1 EA 3 650.00 1,950.00
892 GRDRAIL ANCHOR MELT EA 12 1,041.67 12,500.00
902 GRDRAIL ANCHOR VI EA 8 1,000.00 8,000.00
903 GRDRAIL ANCHOR VI (MOD) EA 1 1,100.00 1,100.00
912 GRDRAIL ANCHOR XI EA 18 1,011.11 18,200.00
917 R&RSET EXISTING GUARDRAIL M 100 28.67 2,867.00
920 REMOVE GUARDRAIL M 845 3.28 2,771.60
963 CL FENCE ****MM FABRIC M 760 10.50 7,980.00
966 CL FENCE 1200MM FABRIC M 475 13.12 6,232.00
969 LINE POST FOR ****MM CL F EA 230 25.00 5,750.00
972 LINE POST FOR 1200MM CL F EA 130 30.00 3,900.00
975 TERM POST FOR ****MM CL EA 30 95.00 2,850.00
978 TERM POST FOR 1200MM CL EA 16 95.00 1,520.00
985 ADDITIONAL BARBED WIRE M 30 3.71 111.30
1008 PLN RIP RAP CL I MTN 165 36.00 5,940.00
1010 PLN RIP RAP CL II MTN 92 37.00 3,404.00
1054 PLN RIP RAP, CLASS B MTN 42 66.62 2,797.95
43 FILTER FABRIC FOR DRAINGE M2 540 3.74 2,019.00
1523 RC SIGN FOOTINGS M3 7 700.00 4,900.00
1524 PLN CONC SIGN FOOTINGS M3 2 600.00 1,200.00
1526 BRKWY STL BEAM SIGN SUPPT KG 2,969 6.00 17,814.00
1527 SIMPLE STL BEAM SIGN SUPP KG 268 6.00 1,608.00
1528 4.5KG STEEL U-CHNL POST M 284 20.00 5,680.00
1531 TYPE A SIGNS, ERECTION EA 10 250.00 2,500.00
1532 TYPE B SIGNS, ERECTION EA 8 175.00 1,400.00
1533 TYPE D SIGNS, ERECTION EA 4 80.00 320.00
1534 TYPE E SIGNS, ERECTION EA 34 50.00 1,700.00
1535 TYPE F SIGNS, ERECTION EA 2 75.00 150.00
1547 REMV & DISP SIGN 2 SUPP EA 10 25.00 250.00
1550 REMV & DISPOSE OF SUPP EA 20 25.00 500.00
1552 REMV & DISPOSE OF FOOTNGS EA 20 50.00 1,000.00
1561 REMV & DISP U POSTS EA 5 1.00 5.00
1592 R&D SIGN & U POST EA 12 1.00 12.00
1587 ERECT SIGN ON SUPPORT EA 1 250.00 250.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 52
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1589 ERECT SIGN ON U POST EA 4 10.00 40.00
2199 WORK ZONE SIGNS (STAT) M2 188 111.64 20,988.80
2249 WORK ZONE SIGNS (PORT) M2 135 80.59 10,880.05
2205 WORK ZONE SIGNS (BARRICAD M2 32 88.64 2,836.48
2214 FLASHING ARROW PANELS EA 6 5,691.92 34,151.55
2245 CHANGEABLE MESSAGE SIGNS EA 2 18,000.00 36,000.00
2251 WARNING FLAGS EA 16 76.09 1,217.40
2208 DRUMS EA 1,186 61.69 73,166.80
2204 CONES EA 236 28.24 6,664.50
2203 BARRICADES (TYPE III) M 111 45.91 5,096.50
2255 FLAGGER HR 1,000 23.35 23,346.00
2254 FLAGGER MD 600 130.83 78,500.00
2250 WARNING LIGHTS (TYPE B) EA 18 143.24 2,578.30
2231 TEMPORARY CRASH CUSHIONS EA 12 9,541.67 114,500.00
2233 RESET CRASH CUSHION EA 1 3,800.00 3,800.00
2236 TRUCK MTD IMP ATTN 45 MPH EA 4 9,077.50 36,310.00
2186 PORTABLE BARRIER M 885 58.71 51,958.05
2185 PORT BARRIER, ANCHORED M 140 120.00 16,800.00
2260 RESET PORTABLE BARRIER M 200 20.00 4,000.00
2252 POLICE HR 1,310 30.32 39,717.00
2045 REM TAPE LINES 100MM M 383 4.95 1,895.85
2048 100MM YELLOW TAPE M 300 6.56 1,968.00
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 8 150.00 1,200.00
2096 TAPE SYMB 'RT ARR' EA 1 150.00 150.00
2144 TEMP RAISED PVMT MRKS EA 765 5.00 3,825.00
2146 TEMP RAISED MRKS, C&R EA 3,400 5.00 17,000.00
2147 TEMP RAISED MRKS, Y&Y EA 320 4.72 1,510.00
2173 GR DELINATRS, TEMP CRYSTL EA 315 11.14 3,510.00
2189 BARRIER DELIN TEMP,CRYSTL EA 55 7.64 420.00
2188 BARRIER DELIN TEMP, YELLO EA 30 8.00 240.00
2217 TEMP STEEL BM GUARDRAIL M 963.93 18.23 17,573.67
2222 GRDRAIL ANCH ************ EA 22 445.45 9,800.00
1863 100MM THERMO MKG, 2.3MMTK M 2,360 1.25 2,950.00
1864 100MM THERMO MKG 3.1MM TK M 4,344 1.50 6,516.00
1867 200MM THERMO MKG 2.3MM TK M 990 2.50 2,475.00
1870 600MM THERMO MKG 3.1MM TK M 115 16.00 1,840.00
1872 100MM THERMO YELLOW 3.0MM M 4,470 1.57 7,035.30
1873 200MM THERMO YELLOW 2.3MM M 100 2.43 243.00
1877 THERMO PVT MKG CHARACTER EA 8 100.00 800.00
1880 THERMO PVM SYMB 'SCHOOL' EA 8 300.00 2,400.00
1883 THERMO PVM SYMB 'ONLY' EA 13 75.00 975.00
1886 THERMO PVT MKG SYMB 2.3MM EA 80 81.00 6,480.00
1889 THERMO PVM SYMB 'RT ARR' EA 90 90.00 8,100.00
1892 THERMO PVM SYMB 'STR ARR' EA 195 75.00 14,625.00
1895 THERMO PVM SYMB 'STR & LT EA 1 125.00 125.00
1898 THERMO PVM SYMB 'STR & RT EA 15 125.00 1,875.00
1967 CP LINES 100MM YELLOW M 500 5.94 2,968.00
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
2023 PAINT PVT MKG LINES 100MM M 7,264 1.00 7,264.00
2032 PAINT PVT MKG LINES 200MM M 990 1.25 1,237.50
2042 PAINT PVT MKG LINES 600MM M 115 6.56 754.40
2026 PAINT MRKNS 100MM YELLOW M 31,500 0.57 17,870.00
2035 PAINT MRKNS 200MM YELLOW M 200 1.25 250.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 53
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2067 PAINT PVMT SYMB 'RXR' EA 8 100.00 800.00
2076 PAINT PVT MKG CHARACTER EA 6 25.00 150.00
2085 PAINT PVMT SYMB 'ONLY' EA 26 25.00 650.00
2092 PAINT PVT MKG SYMBOL EA 80 35.00 2,800.00
2095 PAINT PVMT SYMB 'RT ARR' EA 180 25.00 4,500.00
2098 PAINT PVMT SYMB 'STR ARR' EA 388 25.00 9,700.00
2101 PAINT PVMT SYMB 'STR & LT EA 2 35.00 70.00
2104 PAINT PVMT SYMB 'STR & RT EA 30 35.00 1,050.00
2142 REMVL OF 100MM LINES M 3,250 3.02 9,820.00
2143 REMOVAL OF SYMBL & CHARAC EA 8 35.00 280.00
2013 CURING COMPD REMOVAL LINE M 800 1.59 1,275.00
2016 CURING COMPD REMOVAL SYMB EA 8 35.00 280.00
2149 PERM RAISED PVMT MARKERS EA 715 5.00 3,575.00
2151 PERM RAISED MRKS, C&R EA 3,400 5.00 17,000.00
2152 PERM RAISED MRKS, Y&Y EA 215 4.98 1,070.00
2170 GR DELINATRS, PERM CRYSTL EA 85 6.00 510.00
2164 GR DELINATRS, PERM YELLOW EA 120 6.00 720.00
2167 BARRIER DELIN PERM, CRYST EA 80 7.75 620.00
2165 GRDRL END DELINEATION EA 33 34.18 1,128.00
2171 2.1M U-CHANNEL POSTS EA 3 50.00 150.00
2184 FLEX DELINATR (CRYSTAL) EA 100 28.00 2,800.00
2195 FLEX DELINATR (YELLOW) EA 20 28.00 560.00
2196 FLEX DELINATR (CRY & RED) EA 20 29.00 580.00
2197 FLEX DELINATR (YEL & RED) EA 10 29.00 290.00
2194 OBJECT MARKERS (END OF RD EA 3 95.00 285.00
1212 PORTABLE LIGHTING LS 2 393,560.00 787,120.00
1403 FND CONDIT MAT'L ******** MTN 34 28.00 952.00
1213 BEDDN MAT'L CL ********** MTN 34 28.00 952.00
1470 STD 1200MM DIA PC MH 0-2M EA 2 1,500.00 3,000.00
1482 STD PC MH WALL 1200MM 2+ M 4.50 800.00 3,600.00
1496 FL OR REMV *** PIPE ***** M2 58 32.00 1,856.00
1485 BREAK DOWN & REBUILD MH EA 2 1,800.00 3,600.00
1487 REMOVE EXISTING MANHOLE EA 1 900.00 900.00
1081 TEMPORARY SILT FENCE M 3,340 10.01 33,434.20
1098 EROS CONTRL STONE CL B MTN 965 40.33 38,920.80
1089 SEDIMENT CONTROL STONE MTN 1,100 26.53 29,188.20
1075 TEMPORARY MULCHING HA 14.50 1,359.57 19,713.84
1059 SEED FOR TEMP SEEDING KG 700 7.90 5,534.00
1060 FERT FOR TEMP SEEDING MTN 5.50 718.59 3,952.23
1076 TEMPORARY SLOPE DRAINS M 510 44.09 22,487.75
1077 INLET PROTCN @ TSD'S EA 44 126.47 5,564.57
52 SILT EXCAVATION M3 2,630 9.42 24,764.50
1056 SYNTHETIC ROVING M2 3,090 2.15 6,649.40
1067 MATTING FOR EROS CONTROL M2 4,930 2.12 10,448.80
1091 6.4MM HARDWARE CLOTH M 1,312 18.80 24,660.40
1085 STILLING BASINS M3 35 53.00 1,855.00
1057 SEEDING & MULCHING HA 16.50 4,056.02 66,924.28
1058 MOWING HA 8 151.11 1,208.88
1061 SEED FOR REPAIR SEEDING KG 175 14.44 2,526.75
1062 FERT FOR REPAIR SEEDING MTN 1 1,142.35 1,142.35
1063 SEED FOR SUPP SEEDING KG 450 5.31 2,389.25
1068 FERTILIZER TOPDRESSING MTN 27.50 482.37 13,265.26
1093 IMPERVIOUS DIKE M 170 125.00 21,250.00
1095 SPECIALIZED HAND MOWING HR 20 60.75 1,215.00
1096 RESPONSE FOR EROS CONTRL EA 16 350.00 5,600.00
1599 3 SECT 300MM SIGNAL HEAD EA 130 385.08 50,060.00
1600 3 SECT COMBO 300MM SIG HD EA 2 525.00 1,050.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 54
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1603 4 SECT 300MM VERT SGNL HD EA 3 738.00 2,214.00
1607 4 SECT 300MM T SIGNAL HD EA 21 677.00 14,217.00
1611 5 SECT 300MM SIGNAL HEAD EA 39 657.54 25,644.00
1667 LOUVER FOR 300MM SGNL SEC EA 12 132.00 1,584.00
1699 300MM PEDESTRN SIGNAL HD EA 2 688.50 1,377.00
1710 SIGN EA 62 227.00 14,074.00
1725 12-4 TRAFFIC SIGNAL CABLE M 445 5.00 2,225.00
1726 12-7 TRAFFIC SIGNAL CABLE M 527 5.00 2,635.00
1736 UNDRGRD COMMUNICATN CABLE M 850 9.00 7,650.00
1740 AERIAL COMM CABLE ** PAIR M 2,400 9.70 23,280.00
1749 9.52MM MESSENGER CABLE M 2,000 6.52 13,040.00
1750 6.35MM MESSENGER CABLE M 140 5.84 817.60
1757 SPLICE CABINET EA 2 885.00 1,770.00
1756 2-8 PH CONTRLR & CABINET EA 4 11,000.00 44,000.00
1758 INSTALL 2-8 PH CTRLR&CBNT EA 16 1,984.00 31,744.00
1769 FOUNDTN CONTRLR CABNET EA 20 628.80 12,576.00
1777 INDUCTIVE LOOP SAWCUT M 11,526 8.59 99,022.00
1802 LEAD-IN CABLE M 32,042 5.75 184,387.60
1805 50MM CONDUIT M 4,451 5.67 25,262.50
1809 TRENCHING (UNPAVED) M 5,448 6.78 36,954.00
1810 TRENCHING (PAVED) M 753 78.98 59,475.00
1819 TWO CHNL DETECT UNIT EA 21 300.00 6,300.00
1825 PULL BOX EA 152 177.64 27,002.00
1827 OVER-SIZED PULL BOX EA 13 350.00 4,550.00
1830 WOOD POLE EA 22 439.00 9,658.00
1832 25MM RISER W/ WEATHERHEAD EA 4 240.00 960.00
1833 50MM RISER W/ WEATHERHEAD EA 30 241.00 7,230.00
1835 GUY ASSEMBLY EA 50 129.00 6,450.00
1837 METAL POLE EA 15 3,150.00 47,250.00
1831 MASTARM M 203 117.00 23,751.00
1842 RIGID SIGNAL HD MNTG BRKT EA 31 200.00 6,200.00
1841 RIGID SIGN MNTG BRACKET EA 11 250.00 2,750.00
1849 FOUNDATION FOR METAL POLE EA 31 2,711.10 84,044.00
1807 JACKING & BORING M 169 113.58 19,195.00
2275 CM&R TEMP STR *********** LS 3 125,000.00 375,000.00
2278 REMV STR @ ************ LS 2 55,400.00 110,800.00
2284 REMV STR @ ************ LS 4 41,500.00 166,000.00
2306 FND EXCAV B** @ ********* LS 6 16,291.67 97,750.00
2312 UNCL STR EXCAV M3 1,154 19.37 22,350.00
2314 CULV EXCAV @ ************ LS 1 25,200.00 25,200.00
2317 FND COND MATL BOX CULV MTN 359 26.40 9,477.60
2323 REINF CONC DECK SLAB M2 1,723.40 228.90 394,485.00
2330 CL A CONC, BRIDGE M3 578.50 621.11 359,314.40
2336 CL A CONC, CULVERT M3 573.60 401.00 230,013.60
2342 APPROACH SLABS ********** LS 6 24,650.00 147,900.00
2345 REINF STEEL (BRIDGE) KG 47,552 1.05 50,213.36
2354 SPIRAL COL REINF STL STR KG 2,792 2.30 6,425.93
2357 REINF STL CULV KG 45,171 1.15 51,946.65
2366 STRUCTURAL STEEL LS 187,250 2.80 525,042.00
2383 305MM PRESTR CONC PILES M 595 100.00 59,500.00
2386 508MM PRESTR CONC PILES M 534 190.00 101,460.00
2394 HP310X79 STL PILE M 1,682 88.25 148,440.00
2399 HP360X108 STL PILE M 820 88.00 72,160.00
2400 PAINTING STL PILE ******* LS 2 21,500.00 43,000.00
2435 THREE BAR METAL RAIL M 301.50 378.40 114,089.01
2444 CONC BARRIER RAIL M 388.65 145.36 56,493.37
2455 100MM SLOPE PROTECTION M2 670.70 42.77 28,687.15
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 55
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2479 PLAIN RIP RAP II 600MM TK MTN 1,226 49.00 60,074.00
2476 EROS CONTRL STONE CL B MTN 665 40.00 26,600.00
2469 SELF-LUB EXP BEARING ASMB LS 1 15,000.00 15,000.00
2475 ELASTOMERIC BEARINGS LS 2 7,500.00 15,000.00
2483 EVAZOTE JOINT SEALS LS 2 29,350.00 58,700.00
2493 ELECT COND SYS ********** LS 1 15,500.00 15,500.00
2502 SELECT BACKF MATERIAL ** MTN 468 9.00 4,212.00
2505 914X457PRSTR C CORED SLB M 573.57 240.00 137,656.80
2508 914X533PRSTR C CORED SLB M 2,299.86 248.60 571,745.70
MISC. ITEMS NOT INCLUDED IN ABOVE ITEM LIST.
MISC. GRADING 59,800.00
MISC. DRAINAGE 8,032.67
MISC. PAVING 115,256.30
MISC. FENCING 6,562.00
MISC. LANDSCAPING 4,499.97
MISC. SIGNS 11.00
MISC. SIGNALIZATN 128,084.60
MISC. UTILITIES 5,300.00
MISC. RR TRACK 26,275.00
MISC. BRIDGES 100,860.00
MISC. ELECTRICAL 4,334.00
TOTALS FOR ALL ITEMS IN EACH WORK GROUP.
TOTAL GRADING 2,774,496.81
TOTAL DRAINAGE 1,149,115.88
TOTAL PAVING 5,837,426.61
TOTAL FENCING 34,905.30
TOTAL LANDSCAPING 349,993.38
TOTAL SIGNS 39,340.00
TOTAL SIGNALIZATN 1,028,483.30
TOTAL LIGHTING 787,120.00
TOTAL UTILITIES 20,160.00
TOTAL RR TRACK 26,275.00
TOTAL CULVERTS 316,637.85
TOTAL BRIDGES 3,884,458.72
TOTAL OTHER 1,477,277.63
TOTAL ELECTRICAL 626,678.35
GRAND TOTAL 18,352,368.83
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 56
AVERAGE UNIT BIDS
DIVISION 07
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 *****
04/01 I-2201 6.499002B GUILFORD 2,754,946.76 SUR 441 6.243 2 0 0 2 7 49
PROJECT TOTAL = 2,754,946.76 LARCO CONST. CO., A DI
***** FEB 1998 TOTAL = $2,754,946.76
***** 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.
***** JUN 1998 TOTAL = $775,516.86
***** JUL 1998 *****
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
***** JUL 1998 TOTAL = $47,342,750.53
***** SEP 1998 *****
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
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
***** SEP 1998 TOTAL = $5,563,410.10
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
GRAND TOTAL = $56,436,624.25
COST/PROJECT MILE = $3,324,103.20 TOTAL PROJECT MILES = 16.978
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 58
AVERAGE UNIT BIDS
DIVISION 07
DATE 9801-9812
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 5 376,500.00 1,882,500.00
2 CONSTRUCTION SURVEYING LS 1 350,000.00 350,000.00
7 CLEARING & GRUBBING LS 19 41,578.95 790,000.00
8 SUPP CLEARING & GRUBBING HA 2.80 6,642.86 18,600.00
12 SEALING ABANDONED WELLS EA 12 513.75 6,165.00
15 UNCLASSIFIED EXCAVATION M3 319,916 6.20 1,982,421.88
18 REINF BRG APPR ********** LS 1 6,000.00 6,000.00
19 UNDERCUT EXCAVATION M3 99,660 8.66 862,679.20
21 GRADING LS 1 69,000.00 69,000.00
22 SUPP CLEARING & GRUBBING HA 0.40 4,100.00 1,640.00
23 UNDERCUT EXCAVATION M3 200 17.00 3,400.00
29 SELECT GRANULAR MATERIAL M3 25,345 26.75 678,127.65
31 SOIL STABILIZATION FABRIC M2 74,673 1.24 92,473.95
37 BORROW EXCAVATION M3 621,175 7.11 4,414,746.00
45 DRAINAGE DITCH EXCAVATION M3 5,019 5.75 28,863.00
48 PIPE CLEANOUT M 378 52.78 19,950.00
50 BERM DITCH CONSTRUCTION M 1,130 6.00 6,780.00
60 REMOVAL OF ASPH PAVEM'T M2 34,018 2.76 93,896.78
61 REMOVAL OF CONC PAVEM'T M2 43,330 4.25 184,152.50
63 PROOF ROLLING HR 82 100.00 8,200.00
74 FND CONDIT MAT'L MIN STR MTN 2,678 14.07 37,675.00
89 375MM PLN CONC PIPE CULV M 52.80 100.00 5,280.00
100 300MM RCP CULV CLASS III M 285.60 61.00 17,421.60
101 375MM RCP CULV CLASS III M 3,658.80 65.23 238,670.40
102 450MM RCP CULV CLASS III M 1,201.20 72.00 86,486.40
103 600MM RCP CULV CLASS III M 1,729.80 91.81 158,807.40
104 750MM RCP CULV CLASS III M 597.60 131.90 78,823.20
105 900MM RCP CULV CLASS III M 111.60 172.00 19,195.20
106 1050MM RCP CULV CLASS III M 49.20 237.00 11,660.40
110 1650MM RCP CULV CLASS III M 30 400.00 12,000.00
111 1800MM RCP CULV CLASS III M 22.80 505.00 11,514.00
151 375MM RCP FES EA 10 300.00 3,000.00
168 2250X1650MM RCP TAPR INLT EA 1 7,000.00 7,000.00
197 ***MM CS PIPE CULV ****MM M 25 90.00 2,250.00
198 400MM CS PIPE CULV 1.63MM M 39 75.23 2,934.00
251 ***MM BCCSP B **** M 49.20 63.00 3,099.60
255 400MM BCCSP B 1.63 M 312.60 64.50 20,164.20
258 450MM BCCSP B 1.63 M 110.80 81.03 8,978.40
261 600MM BCCSP B 1.63 M 42 137.94 5,793.60
265 800MM BCCSP B 2.01 M 25.20 137.00 3,452.40
382 400MM BCCSP ELB B 1.63 EA 19 244.74 4,650.00
383 450MM BCCSP ELB B 1.63 EA 1 165.00 165.00
384 600MM BCCSP ELB B 1.63 EA 2 400.00 800.00
494 150MM SLOPE PROTECTION M2 210.40 50.00 10,520.00
497 FINE GRADING LS 4 156,000.00 624,000.00
498 SEALING PAVEMENT CRACKS KG 120 18.00 2,160.00
500 LIME TRTD SOIL (SLURRY) M2 25,910 1.85 47,933.50
503 LIME FOR LIME TRTD SOIL MTN 290 140.00 40,600.00
506 RUBBLIZING CONC PAVEMENT M2 74,275 3.00 222,825.00
507 STABILIZER AGGREGATE MTN 2,650 14.30 37,900.00
509 AGGREGATE BASE COURSE MTN 18,080 13.20 238,707.50
525 ***MM SOIL CEMENT BASE M2 8,670 1.79 15,519.30
526 PC FOR SOIL CEMENT BASE MTN 262 115.00 30,130.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 59
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
527 AGGREGATE FOR SOIL CEM B MTN 71 11.00 781.00
528 ASPHALT CURING SEAL L 23,550 0.31 7,300.50
530 INCIDENTAL STONE BASE MTN 3,275 24.28 79,512.50
537 PRIME COAT L 850 1.75 1,487.50
540 MILLING ASPH PVMT ***MM M2 79,895 1.28 102,375.00
541 MILLING ASPH PVMT ***-*** M2 50 75.00 3,750.00
543 INCIDENTAL MILLING M2 280 20.00 5,600.00
547 ASPHALT CEMENT PLANT MIX MTN 16,985 143.55 2,438,253.00
552 ASPH CONC BASE CO TYPE HB MTN 31,325 27.72 868,296.40
560 ASPH CONC BIND CO H MTN 875 30.56 26,745.00
563 ASPH CONC SURF CO I-1 MTN 245 34.00 8,330.00
566 ASPH CONC SURF CO I-2 MTN 485 37.00 17,945.00
568 ASPH CONC SURF CO HDS MTN 3,175 28.15 89,376.25
551 ASPH CONC BASE CO SP25.0 MTN 4,700 31.50 148,050.00
553 ASPH CONC BNDR CO SP19.0 MTN 14,320 31.50 451,080.00
557 ASPH CONC SURF CO SP12.5 MTN 7,955 31.50 250,582.50
574 ASPH PLT MIX PVMT REPAIR MTN 1,240 101.61 126,000.00
657 RIGHT OF WAY MARKERS EA 40 153.25 6,130.00
659 PIPE REMOVAL M 1,508.30 30.63 46,206.30
662 SUBDRAIN EXCAVATION M3 3,893 9.17 35,710.90
663 SUBDR FINE AGGREGATE M3 1,988 32.75 65,102.00
665 150MM PERF SUBDR PIPE M 4,800 12.66 60,750.00
668 150MM SUBDR PIPE Y,T,&L'S EA 480 1.89 906.00
670 CONC PAD FOR SUBDRN OUTLT EA 34 142.35 4,840.00
672 150MM OUTLET PIPE (SD) M 68 15.92 1,082.50
678 SHLDR DRAINS M 4,352 6.60 28,723.20
679 100MM SHLDR DRAINS PIPE M 4,352 4.00 17,408.00
680 CONC PAD SHLDR DRAIN OUTL EA 13 140.00 1,820.00
681 100MM OUTLET PIPE (SH DRN M 79.50 8.00 636.00
683 BLOTTING SAND MTN 10 100.00 1,000.00
686 METAL FUNNELS EA 2 300.00 600.00
688 300MM FUNNEL DRAIN PIPE M 34.80 40.00 1,392.00
690 300MM FUNNEL DRAIN ELBOWS EA 2 130.00 260.00
693 SAND CEMENT HEADWALLS M2 38.20 395.00 15,089.00
694 CONC EWALLS CLASS A M3 15.30 701.35 10,730.66
695 CONC EWALLS CLASS B M3 21.80 688.90 15,018.02
698 REINFORCING STEEL, EWALL KG 676 2.15 1,453.40
700 PIPE COLLARS M3 27.01 854.44 23,078.50
702 PIPE PLUGS M3 0.42 920.00 386.40
701 FLOWABLE FILL M3 7.30 175.00 1,277.50
706 MASONRY DRAINAGE STRS EA 325 855.05 277,890.00
707 MASONRY DRAINAGE STRS M3 8.90 875.00 7,787.50
708 MASONRY DRAINAGE STRS M 17.80 575.00 10,235.00
724 FRM GRT&HD STD 840.03**** EA 113 325.00 36,725.00
728 FRM & GRT STD 840.13 EA 4 310.00 1,240.00
730 FRM & 2GRTS STD 840.16 EA 13 340.38 4,425.00
732 FRM & GRT STD 840.20 EA 3 250.00 750.00
734 FRM & 2GRTS STD 840.20 EA 75 300.00 22,500.00
738 FRM & 2GRTS STD 840.22 EA 2 335.00 670.00
742 FRM & 2GRTS STD 840.24 EA 1 340.00 340.00
748 FRM W/GOVER STD 840.54 EA 52 235.00 12,220.00
712 CONC APRON FOR DI EA 5 400.00 2,000.00
758 CONC RETAINING WALLS M3 85 700.00 59,500.00
772 750MM CONC CURB & GUTTER M 11,845 37.95 449,568.75
776 SHLDR BERM GUTTER M 53 89.81 4,760.00
782 CONC XPRESSWAY GUTTER M 3,090 45.00 139,050.00
789 100MM CONC SIDEWALK M2 3,305 25.71 84,975.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 60
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
791 CONC WHEELCHAIR RAMPS M2 353.20 43.12 15,230.00
793 150MM CONC DRIVEWAY M2 605 50.95 30,825.00
795 100MM CONC PAVED DITCH M2 447.60 39.82 17,824.00
805 125MM MONOLITHIC CONC ISL M2 2,045 37.24 76,162.50
822 CONC BARRIER TRANSITION EA 12 4,150.00 49,800.00
823 VAR HT CONC BARR ******** M 6,160 221.85 1,366,610.00
825 PC CONC BARRIER, SF M 313 200.00 62,600.00
827 ADJUSTMENT OF CATCH BASIN EA 1 500.00 500.00
831 ADJUSTMENT OF MANHOLES EA 2 397.50 795.00
833 ADJUSTMT OF MB & VALVE BX EA 16 275.00 4,400.00
834 CONVERT CB TO JB EA 1 750.00 750.00
835 CONVERT CB TO DI EA 1 750.00 750.00
837 CONVERT DI TO JB EA 5 750.00 3,750.00
863 STL BM GRDRAIL M 20,322.89 34.67 704,702.53
864 STL BM GRDRAIL SHOP CURV M 39.96 34.60 1,382.51
873 ADDIT GRDRAIL POSTS EA 45 33.91 1,526.00
876 GRDRAIL ANCHOR ********** EA 3 1,066.67 3,200.00
879 GRDRAIL ANCHOR AT-1 EA 2 331.00 662.00
891 GRDRAIL ANCHOR CAT-1 EA 23 595.48 13,696.00
892 GRDRAIL ANCHOR MELT EA 43 1,006.42 43,276.00
903 GRDRAIL ANCHOR VI (MOD) EA 6 1,166.67 7,000.00
912 GRDRAIL ANCHOR XI EA 11 1,069.09 11,760.00
915 GRDRAIL ANCHOR XI (MOD) EA 2 1,200.00 2,400.00
914 GRDRAIL ANCHOR XIII EA 3 400.00 1,200.00
917 R&RSET EXISTING GUARDRAIL M 230 19.70 4,531.00
920 REMOVE GUARDRAIL M 17,659.91 2.96 52,317.56
933 WW WIRE FENCE 1200MM FABR M 1,710 5.20 8,892.00
939 100MM FENCE POSTS 2.30M EA 350 13.95 4,882.50
945 125MM FENCE POSTS 2.50M EA 110 29.75 3,272.50
966 CL FENCE 1200MM FABRIC M 12,000 13.00 156,000.00
972 LINE POST FOR 1200MM CL F EA 3,294 30.00 98,820.00
978 TERM POST FOR 1200MM CL EA 161 85.00 13,685.00
985 ADDITIONAL BARBED WIRE M 1,100 1.81 1,996.00
1008 PLN RIP RAP CL I MTN 1,210 32.31 39,095.00
1010 PLN RIP RAP CL II MTN 176 40.54 7,135.00
1054 PLN RIP RAP, CLASS B MTN 2,266 32.01 72,530.00
43 FILTER FABRIC FOR DRAINGE M2 7,895 2.93 23,105.00
1101 BLDG REMOVAL ITEM **** LS 45 1.00 45.00
1523 RC SIGN FOOTINGS M3 4 1,092.00 4,368.00
1524 PLN CONC SIGN FOOTINGS M3 3 1,040.00 3,120.00
1526 BRKWY STL BEAM SIGN SUPPT KG 2,082 6.40 13,324.80
1527 SIMPLE STL BEAM SIGN SUPP KG 1,296 4.20 5,443.20
1528 4.5KG STEEL U-CHNL POST M 1,290 24.66 31,816.60
1529 3KG STEEL U-CHNL POST EA 7 27.00 189.00
1531 TYPE A SIGNS, ERECTION EA 5 450.00 2,250.00
1532 TYPE B SIGNS, ERECTION EA 13 225.00 2,925.00
1533 TYPE D SIGNS, ERECTION EA 13 126.92 1,650.00
1534 TYPE E SIGNS, ERECTION EA 163 81.56 13,295.00
1535 TYPE F SIGNS, ERECTION EA 13 80.00 1,040.00
1536 MILEMARKERS, ERECTION EA 7 27.00 189.00
1539 OVERHEAD SIGN ASSMBLY *** LS 13 35,998.08 467,975.00
1542 LITE SYS OVERHD SIGN *** LS 13 5,015.38 65,200.00
1544 REMV & DISP SIGN 1 SUPP EA 15 40.00 600.00
1547 REMV & DISP SIGN 2 SUPP EA 16 50.00 800.00
1550 REMV & DISPOSE OF SUPP EA 44 40.00 1,760.00
1552 REMV & DISPOSE OF FOOTNGS EA 24 220.00 5,280.00
1558 REMV & DISP SIGN MTD U EA 14 60.00 840.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 61
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1564 REMV & DISP MM & POSTS EA 8 27.00 216.00
1566 REMV & DISP OH SIGN ASSMB EA 4 3,500.00 14,000.00
1569 REMV & DISP OH SIGNS EA 1 300.00 300.00
1578 ATTA OH SIGN TO OH ASSMB EA 1 540.00 540.00
1592 R&D SIGN & U POST EA 186 50.64 9,420.00
1579 ATTA SIGN ABV OH SIGN EA 1 250.00 250.00
1587 ERECT SIGN ON SUPPORT EA 1 75.00 75.00
1589 ERECT SIGN ON U POST EA 34 71.47 2,430.00
2199 WORK ZONE SIGNS (STAT) M2 637 75.52 48,107.73
2249 WORK ZONE SIGNS (PORT) M2 143 78.64 11,245.98
2205 WORK ZONE SIGNS (BARRICAD M2 50 85.40 4,270.00
2214 FLASHING ARROW PANELS EA 8 3,900.00 31,200.00
2245 CHANGEABLE MESSAGE SIGNS EA 6 25,000.00 150,000.00
2251 WARNING FLAGS EA 20 10.00 200.00
2208 DRUMS EA 1,154 55.79 64,385.00
2204 CONES EA 299 17.67 5,285.00
2203 BARRICADES (TYPE III) M 148 65.86 9,748.00
2255 FLAGGER HR 1,520 16.84 25,600.00
2254 FLAGGER MD 300 210.00 63,000.00
2250 WARNING LIGHTS (TYPE B) EA 18 459.93 8,278.84
2231 TEMPORARY CRASH CUSHIONS EA 27 9,811.11 264,900.00
2233 RESET CRASH CUSHION EA 14 1,928.57 27,000.00
2236 TRUCK MTD IMP ATTN 45 MPH EA 4 11,112.50 44,450.00
2237 TRUCK MTD IMP ATTN 60 MPH EA 4 20,000.00 80,000.00
2186 PORTABLE BARRIER M 17,636 57.07 1,006,524.00
2185 PORT BARRIER, ANCHORED M 220 87.00 19,140.00
2259 PORT BARRIER, DRAINAGE M 4,000 63.00 252,000.00
2260 RESET PORTABLE BARRIER M 7,747 16.03 124,199.00
2229 GUIDE SIGN TMP COVER OVER EA 4 500.00 2,000.00
2230 GUIDE SIGN TMP COVER GRD EA 4 500.00 2,000.00
2045 REM TAPE LINES 100MM M 8,079 4.22 34,069.80
2093 REM TAPE PVT MKG SYMBOL EA 8 125.00 1,000.00
2144 TEMP RAISED PVMT MRKS EA 3,102 4.45 13,794.80
2173 GR DELINATRS, TEMP CRYSTL EA 218 6.00 1,308.00
2187 GR DELINATRS, TEMP YELLOW EA 900 6.13 5,520.00
2189 BARRIER DELIN TEMP,CRYSTL EA 1,027 9.92 10,189.00
2188 BARRIER DELIN TEMP, YELLO EA 508 9.94 5,048.00
2217 TEMP STEEL BM GUARDRAIL M 509.55 20.59 10,494.36
2221 TEMP STEEL BM GRDRAIL TS EA 4 15.00 60.00
2222 GRDRAIL ANCH ************ EA 4 600.00 2,400.00
2226 GRDRAIL ANCH BCT-1 (TEMP) EA 4 700.00 2,800.00
1863 100MM THERMO MKG, 2.3MMTK M 44,670 0.96 43,041.50
1864 100MM THERMO MKG 3.1MM TK M 24,287 1.13 27,399.90
1866 150MM THERMO MKG 3.1MM TK M 3,050 1.31 3,995.50
1867 200MM THERMO MKG 2.3MM TK M 13,827 1.49 20,591.40
1869 300MM THERMO MKG 2.3MM TK M 1,800 6.56 11,808.00
1870 600MM THERMO MKG 3.1MM TK M 191 12.48 2,383.00
1877 THERMO PVT MKG CHARACTER EA 120 35.00 4,200.00
1886 THERMO PVT MKG SYMB 2.3MM EA 230 68.93 15,853.00
2023 PAINT PVT MKG LINES 100MM M 227,280 0.48 109,074.80
2029 PAINT PVT MKG LINES 150MM M 37,500 0.56 21,000.00
2032 PAINT PVT MKG LINES 200MM M 300,019 0.62 186,016.15
2039 PAINT PVT MKG LINES 300MM M 8,000 3.28 26,240.00
2042 PAINT PVT MKG LINES 600MM M 1,266 5.63 7,124.50
2026 PAINT MRKNS 100MM YELLOW M 12,000 3.12 37,440.00
2076 PAINT PVT MKG CHARACTER EA 108 26.61 2,874.00
2092 PAINT PVT MKG SYMBOL EA 335 33.85 11,340.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 62
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2142 REMVL OF 100MM LINES M 7,500 1.15 8,625.00
2140 REMVL OF 150MM LINES M 1,000 1.15 1,150.00
2141 REMVL OF 200MM LINES M 3,800 1.48 5,624.00
2155 REMVL OF 300MM LINES M 500 3.28 1,640.00
2169 REMVL OF 600MM LINES M 100 6.56 656.00
2143 REMOVAL OF SYMBL & CHARAC EA 10 15.00 150.00
2013 CURING COMPD REMOVAL LINE M 4,500 0.82 3,690.00
2016 CURING COMPD REMOVAL SYMB EA 10 100.00 1,000.00
2149 PERM RAISED PVMT MARKERS EA 1,100 7.70 8,466.80
2156 SNOWPLB RAISED PVMT MRKER EA 1,350 35.00 47,250.00
2170 GR DELINATRS, PERM CRYSTL EA 315 6.25 1,970.00
2164 GR DELINATRS, PERM YELLOW EA 14 6.00 84.00
2167 BARRIER DELIN PERM, CRYST EA 70 6.94 486.00
2166 BARRIER DELIN PERM, YELLW EA 450 6.00 2,700.00
2165 GRDRL END DELINEATION EA 33 33.11 1,092.80
2184 FLEX DELINATR (CRYSTAL) EA 40 29.00 1,160.00
2195 FLEX DELINATR (YELLOW) EA 20 29.00 580.00
2196 FLEX DELINATR (CRY & RED) EA 20 29.00 580.00
1159 STD FOUNDAT *********** EA 82 555.55 45,555.00
1184 ELEC DUCT TYP BD SIZ **** M 6,677 10.13 67,670.35
1185 ELEC DUCT TYP JA SIZ **** M 242 105.00 25,410.00
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 3 194,000.00 582,000.00
1403 FND CONDIT MAT'L ******** MTN 3.40 30.00 102.00
1213 BEDDN MAT'L CL ********** MTN 3.40 30.00 102.00
1405 PVMT REP FOR UTILITY WORK MTN 6.30 150.00 945.00
1245 150MM DI WP CL*********** M 54 82.40 4,449.60
1253 20MM CU WATER PIPE TYPE K M 35 51.42 1,799.70
1293 DI H2O FITTINGS 1.72MPA KG 195 12.60 2,457.00
1303 20MM CORPORATION STOP EA 2 250.00 500.00
1350 *** X ***MM TAPN SLV V BX EA 1 1,800.00 1,800.00
1308 *** X 20MM TAPPING SADDLE EA 2 600.00 1,200.00
1365 FIRE HYDRANT EA 1 1,760.00 1,760.00
1367 RELOCATE FIRE HYDRANT EA 2 1,200.00 2,400.00
1485 BREAK DOWN & REBUILD MH EA 10 1,000.00 10,000.00
1483 BREAK DOWN & CAP MANHOLE EA 4 1,000.00 4,000.00
1081 TEMPORARY SILT FENCE M 2,285 6.26 14,310.10
1098 EROS CONTRL STONE CL B MTN 5,415 32.59 176,475.60
1089 SEDIMENT CONTROL STONE MTN 3,795 29.08 110,347.20