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 9601-9612
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 1996 *****
01/01 U-3454 9.8052039 WAKE 597,536.33 RWY 1,450 0.412 2 614 0 GDP L U 2 5 40
PROJECT TOTAL = 597,536.33 C. C. MANGUM, INC.
***** JAN 1996 TOTAL = $597,536.33
***** FEB 1996 *****
01/01 R-525E 8.T221003 GREENE 1,037,506.16 RWY NHF 1,328 0.781 0 0 0 LS C B 1 2 18
01/02 R-525E 8.T221003 GREENE 44,395.30 CLV NHF 0.004 1 202 2 LS C B 1 2 18 1+502.400 -L
01/03 R-525E 8.T221003 GREENE 610,058.94 BRG NHF I 0.090 4 754 61 LS C B 1 2 18 1+945.679 -L
PROJECT TOTAL = 1,691,960.40 S. T. WOOTEN CORPORATI
02/01 B-1014 8.1700801 ALLEGHANY 462,951.10 RWY BRS 1,279 0.362 2 614 0 L B 3 11 70
02/02 B-1014 8.1700801 ALLEGHANY 484,718.39 BRG BRS Q 0.038 3 845 15 L B 3 11 70 1+325.500 -L
PROJECT TOTAL = 947,669.49 SMITH-ROWE, INC.
***** FEB 1996 TOTAL = $2,639,629.89
***** MAR 1996 *****
04/01 B-1307 8.1100801 NORTHAMPT 503,578.33 RWY BRS 1,614 0.312 2 0 0 L B 2 1 10
04/02 B-1299 8.1100901 NORTHAMPT 425,798.69 RWY BRS 1,521 0.280 2 0 0 L B 2 1 10
04/03 B-1300 8.1101001 NORTHAMPT 575,741.12 RWY BRS 2,908 0.198 2 0 0 L B 2 1 10
04/04 B-1300 8.1101001 NORTHAMPT 656,139.86 BRG BRS A 0.092 4 854 15 L B 2 1 10 10+210.000 -
PROJECT TOTAL = 2,161,258.00 GLOVER CONSTRUCTION CO
05/01 B-2644 8.2691301 UNION 357,790.63 RWY BRZ 828 0.432 2 0 0 L U C 2 10 69
05/02 B-2644 8.2691301 UNION 29,148.47 RWY BRZ 0.000 0 0 0 L U C 2 10 69 UNION CO.
05/03 B-2644 8.2691301 UNION 88,759.80 CLV BRZ 0.007 1 2 2 L U C 2 10 69 12+23.000-LR
PROJECT TOTAL = 475,698.90 BOGGS PAVING, INC.
06/01 B-2570 8.1942501 HAYWOOD 375,742.17 RWY BRN 914 0.411 2 0 0 L B 4 14 94
06/02 B-2570 8.1942501 HAYWOOD 511,806.55 BRG BRN I 0.049 3 433 12 L B 4 14 94 13+57.264-L-
PROJECT TOTAL = 887,548.72 TAYLOR & MURPHY CONST.
***** MAR 1996 TOTAL = $3,524,505.62
***** APR 1996 *****
01/01 B-2546 8.2602501 DAVIDSON 187,075.19 RWY BRZ 806 0.232 1 0 0 L U C 2 9 60
01/02 B-2546 8.2602501 DAVIDSON 339,781.00 CLV BRZ 0.018 1 4 5 L U C 2 9 60 12+22.50 -L-
PROJECT TOTAL = 526,856.19 JOHN H. BRINKLEY, INC.
02/01 B-2547 8.2602801 DAVIDSON 133,365.17 RWY BRZ 585 0.228 2 0 0 L C 2 9 60
02/02 B-2547 8.2602801 DAVIDSON 146,223.80 CLV BRZ 0.012 1 3 2 L C 2 9 60 11+92.200-L-
PROJECT TOTAL = 279,588.97 MOFFITT & PIERCE CONST
03/01 B-2537 8.2602901 DAVIDSON 300,717.26 RWY BRZ 793 0.379 2 612 0 L C 2 9 60
03/02 B-2537 8.2602901 DAVIDSON 173,992.17 CLV BRZ 0.010 1 3 4 L C 2 9 60 13+31.400 -L
PROJECT TOTAL = 474,709.43 THE PAPCO GROUP, INC.
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
04/01 B-2541 8.2603001 DAVIDSON 99,388.04 RWY BRZ 700 0.142 2 0 0 L C 2 9 60
04/02 B-2541 8.2603001 DAVIDSON 74,855.00 CLV BRZ 0.000 1 2 1 L C 2 9 60 12+11.400-L-
PROJECT TOTAL = 174,243.04 JOHN H. BRINKLEY, INC.
05/01 B-2542 8.2603101 DAVIDSON 248,187.14 RWY BRZ 689 0.360 2 0 0 L C 2 9 60
05/02 B-2542 8.2603101 DAVIDSON 94,097.50 CLV BRZ 0.000 1 2 3 L C 2 9 60 12+03.00 -L-
PROJECT TOTAL = 342,284.64 JOHN H. BRINKLEY, INC.
06/01 B-2651 8.2691201 UNION 829,446.78 RWY BRZ 2,285 0.363 2 614 0 B 2 10 69
06/02 B-2651 8.2691201 UNION 929,494.30 BRG BRZ Q 0.130 5 854 15 B 2 10 69 1+249.50-L-
PROJECT TOTAL = 1,758,941.08 BLYTHE CONSTRUCTION, I
***** APR 1996 TOTAL = $3,556,623.35
***** MAY 1996 *****
02/01 B-2571 8.1942401 HAYWOOD 829,606.28 RWY BRN 1,704 0.487 4 436 0 L B 4 14 94
02/02 B-2571 8.1942401 HAYWOOD 1,505,033.08 BRG BRN 0.122 6 694 16 L B 4 14 94 14+41.715 -L
PROJECT TOTAL = 2,334,639.36 TAYLOR & MURPHY CONST.
03/01 B-2022 8.2280601 CUMBERLAN 136,432.09 RWY BRZ 754 0.181 2 0 0 L B 1 6 44
03/02 B-2022 8.2280601 CUMBERLAN 408,525.59 BRG BRZ A 0.079 6 721 15 L B 1 6 44 11+41.75
PROJECT TOTAL = 544,957.68 S. T. WOOTEN CORPORATI
***** MAY 1996 TOTAL = $2,879,597.04
***** JUN 1996 *****
01/01 B-2503 8.1651201 ANSON 953,876.64 RWY BRN 1,500 0.636 4 0 0 LS U B 2 10 65
01/02 B-2503 8.1651201 ANSON 730,120.36 BRG BRN Q 0.077 3 648 15 LS U B 2 10 65 5+776.939-L-
PROJECT TOTAL = 1,683,997.00 BLYTHE CONSTRUCTION, I
02/01 B-2157 8.2260501 ONSLOW 238,455.41 RWY BRZ 1,089 0.219 2 0 0 SL U B 1 3 26
02/02 B-2157 8.2260501 ONSLOW 193,938.20 BRG BRZ A 0.028 3 718 15 SL U B 1 3 26 11+54.50-L-
PROJECT TOTAL = 432,393.61 SANFORD CONTRACTORS, I
03/01 B-2174 8.2403501 WAKE 598,117.20 RWY BRZ 942 0.635 2 614 0 L U B 2 5 40
03/02 B-2174 8.2403501 WAKE 372,619.97 BRG BRZ Q 0.045 3 845 15 L U B 2 5 40 13+22.000-L-
PROJECT TOTAL = 970,737.17 SANFORD CONTRACTORS, I
04/01 B-2578 8.2821201 IREDELL 167,254.26 RWY BRZ 608 0.275 1 0 0 L B 2 12 82
04/02 B-2578 8.2821201 IREDELL 276,957.19 BRG BRZ Q 0.035 3 736 15 L B 2 12 82 12+60.365-LR
PROJECT TOTAL = 444,211.45 SMITH-ROWE, INC.
05/01 R-2248 8.U672215 MECKLENBG 7,857,276.85 RWY NHF 3,573 2.199 4 614 0 LSLURRCWB 2 10 67
05/02 R-2248 8.U672215 MECKLENBG 134,634.00 RWY NHF 0.000 0 0 0 LSLURRCWB 2 10 67 CMUD COST
05/03 R-2248 8.U672215 MECKLENBG 597,609.15 BRG NHF I 0.000 2 662 11 LSLURRCWB 2 10 67 5+806.000-L-
PROJECT TOTAL = 8,589,520.00 BLYTHE CONSTRUCTION, I
06/01 U-3317 9.8022034 PITT 424,252.06 RWY 1,119 0.379 2 614 0 L 1 2 22
PROJECT TOTAL = 424,252.06 LANIER CONSTRUCTION CO
***** JUN 1996 TOTAL = $12,545,111.29
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
***** JUL 1996 *****
01/01 R-526G 8.T187407 PITT 4,487,544.93 RWY NHF 1,733 2.590 4 0 0 LS U C B 1 2 22
01/02 R-526G 8.T187407 PITT 1,830.18 RWY NHF 0.000 0 0 0 LS U C B 1 2 22 BELL ARTHUR
01/03 R-526G 8.T187407 PITT 21,997.56 CLV NHF 0.000 1 201 4 LS U C B 1 2 22 24+78.811-Y2
01/04 R-526G 8.T187407 PITT 25,211.12 CLV NHF 0.000 1 201 3 LS U C B 1 2 22 114+76.895-L
01/05 R-526G 8.T187407 PITT 611,106.60 BRG NHF I 0.000 2 854 11 LS U C B 1 2 22 107+39.447-L
01/06 R-526G 8.T187407 PITT 498,121.75 BRG NHF I 0.000 2 854 11 LS U C B 1 2 22 109+39.958-L
PROJECT TOTAL = 5,645,812.14 BARNHILL CONTRACTING C
02/01 B-2530 8.1431001 COLUMBUS 777,588.71 RWY BRS 1,122 0.693 2 614 0 B 1 6 43
02/02 B-2530 8.1431001 COLUMBUS 1,316,187.50 BRG BRS Q 0.098 3 648 15 B 1 6 43 13+98.811-L-
PROJECT TOTAL = 2,093,776.21 CAROLINA BRIDGE COMPAN
03/01 B-2968 8.1622501 FORSYTH 373,157.78 RWY BRS 1,463 0.255 2 612 0 L X 2 9 62 BRIDGE REMOV
PROJECT TOTAL = 373,157.78 JIMMY R. LYNCH & SONS,
04/01 B-2517 8.1851301 BURKE 328,395.91 RWY BRS 1,244 0.264 2 622 0 L B 3 13 85
04/02 B-2517 8.1851301 BURKE 634,412.98 BRG BRS I 0.074 3 336 12 L B 3 13 85 12+85.961-L-
PROJECT TOTAL = 962,808.89 ASHEVILLE DIVISION,
05/01 R-3115 8.1871201 MCDOWELL 2,139,528.83 RWY STP 1,358 1.576 5 0 0 L C 3 13 87
05/02 R-3115 8.1871201 MCDOWELL 9,997.79 RWY STP 0.000 0 0 0 L C 3 13 87 MARION COST
05/03 R-3115 8.1871201 MCDOWELL 18,868.64 CLV STP 0.000 1 201 2 L C 3 13 87 22+60.812 -L
PROJECT TOTAL = 2,168,395.26 TENNOCA CONSTRUCTION C
06/01 B-2536 8.2040101 CURRITUCK 633,139.65 RWY BRZ 2,660 0.238 2 0 0 SLS U B 1 1 4
06/02 B-2536 8.2040101 CURRITUCK 670,115.10 BRG BRZ A 0.039 3 718 15 SLS U B 1 1 4 1+216.146-L-
PROJECT TOTAL = 1,303,254.75 T. A. LOVING COMPANY
07/01 B-2623 8.2632601 ROWAN 253,861.13 RWY BRZ 606 0.419 2 614 0 L B 2 9 63
07/02 B-2623 8.2632601 ROWAN 362,383.85 BRG BRZ Q 0.050 3 845 15 L B 2 9 63 12+25.000-L-
PROJECT TOTAL = 616,244.98 SMITH-ROWE, INC.
08/01 B-2519 8.2661901 CABARRUS 214,158.47 RWY BRS 1,170 0.183 2 912 0 L B 2 10 66
08/02 B-2519 8.2661901 CABARRUS 280,770.30 BRG BRS I 0.037 3 718 15 L B 2 10 66 11+52.5-L-RE
PROJECT TOTAL = 494,928.77 R. E. BURNS & SONS CO.
09/01 B-2648 8.2691401 UNION 347,715.19 RWY BRZ 887 0.392 2 0 0 L B 2 10 69
09/02 B-2648 8.2691401 UNION 373,956.87 BRG BRZ I 0.068 3 845 15 L B 2 10 69 5+51.70-L-
PROJECT TOTAL = 721,672.06 SMITH-ROWE, INC.
10/01 R-3301 6.311019 JOHNSTON 1,692,254.30 RWY 1,209 1.400 2 632 0 2 4 31 10+00 TO 24+
PROJECT TOTAL = 1,692,254.30 S. T. WOOTEN CORPORATI
11/01 U-3107 9.8069775 CUMBERLAN 1,849,813.62 RWY 1,535 1.205 6 684 0 L U C 1 6 44
11/02 U-3107 9.8069775 CUMBERLAN 104,388.23 CLV 0.000 1 1 2 L U C 1 6 44 20+09 -L-
PROJECT TOTAL = 1,954,201.85 CROWELL CONSTRUCTORS,
***** JUL 1996 TOTAL = $18,026,506.99
***** AUG 1996 *****
02/01 U-2510 8.1672803 MECKLENBG 7,164,623.24 RWY STP 1,860 3.852 4 656 0 LS U CWB 2 10 67
02/02 U-2510 8.1672803 MECKLENBG 145,083.36 RWY STP 0.000 0 0 0 LS U CWB 2 10 67 CMUD COST
02/03 U-2510 8.1672803 MECKLENBG 48,932.91 CLV STP 0.000 1 202 2 LS U CWB 2 10 67 16+82.991-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
02/04 U-2510 8.1672803 MECKLENBG 753,618.83 BRG STP Q 0.053 3 790 15 LS U CWB 2 10 67 33+80.750-L-
PROJECT TOTAL = 8,112,258.34 BLYTHE CONSTRUCTION, I
03/01 I-2506 8.1673601 MECKLENBG 7,484,653.40 RWY IMF 6,046 1.238 5 644 0 S SLU CWB 2 10 67
03/02 I-2506 8.1673601 MECKLENBG 139,307.58 RWY IMF 0.000 0 0 0 S SLU CWB 2 10 67 CMUD COST
03/03 I-2506 8.1673601 MECKLENBG 79,639.00 CLV IMF 0.000 1 202 12 S SLU CWB 2 10 67 17+71.400-L-
03/04 I-2506 8.1673601 MECKLENBG 38,364.50 CLV IMF 0.000 1 202 4 S SLU CWB 2 10 67 103+36.500-Y
03/05 I-2506 8.1673601 MECKLENBG 265,817.50 CLV IMF 0.000 1 1 3 S SLU CWB 2 10 67 103+13.000-Y
03/06 I-2506 8.1673601 MECKLENBG 600,000.00 WAL IMF 0.000 1 1 0 S SLU CWB 2 10 67 18+71.709-L-
03/07 I-2506 8.1673601 MECKLENBG 150,000.00 WAL IMF 0.000 1 1 0 S SLU CWB 2 10 67 103+01-Y-
03/08 I-2506 8.1673601 MECKLENBG 2,149,229.74 BRG IMF Q 0.052 2 536 11 S SLU CWB 2 10 67 18+71.709-L-
PROJECT TOTAL = 10,907,011.72 BLYTHE CONSTRUCTION, I
04/01 B-1379 8.1890501 RUTHERFOR 783,505.52 RWY BRS 893 0.877 2 614 0 LS B 3 13 89
04/02 B-1379 8.1890501 RUTHERFOR 968,090.80 BRG BRS Q 0.103 3 652 15 LS B 3 13 89 16+20.630-L-
PROJECT TOTAL = 1,751,596.32 TAYLOR & MURPHY CONST.
05/01 B-2659 8.2330701 JOHNSTON 211,198.95 RWY BRZ 614 0.344 2 0 0 L B 2 4 31
05/02 B-2659 8.2330701 JOHNSTON 328,643.76 BRG BRZ A 0.056 4 739 15 L B 2 4 31 12+47.934-L-
PROJECT TOTAL = 539,842.71 S. T. WOOTEN CORPORATI
06/01 B-2631 8.2680801 STANLY 142,369.35 RWY BRZ 408 0.349 2 614 0 U B 2 10 68
06/02 B-2631 8.2680801 STANLY 153,338.62 BRG BRZ M 0.021 2 718 15 U B 2 10 68 1+11.20-L1-
PROJECT TOTAL = 295,707.97 DANE CONSTRUCTION, INC
07/01 B-2643 8.2691601 UNION 532,242.53 RWY BRZ 1,142 0.466 2 614 0 LS B 2 10 69
07/02 B-2643 8.2691601 UNION 444,750.40 BRG BRZ I 0.077 3 854 15 LS B 2 10 69 13+59.810-L-
PROJECT TOTAL = 976,992.93 DANE CONSTRUCTION, INC
08/01 B-2645 8.2691701 UNION 451,098.26 RWY BRZ 1,187 0.380 2 614 0 LS C 2 10 69
08/02 B-2645 8.2691701 UNION 247,125.40 CLV BRZ 0.013 1 3 5 LS C 2 10 69 13+10.000-L-
PROJECT TOTAL = 698,223.66 THE PAPCO GROUP, INC.
09/01 B-2661 8.2831201 LINCOLN 669,250.20 RWY BRZ 831 0.805 2 0 0 L C B 2 12 83
09/02 B-2661 8.2831201 LINCOLN 445,637.42 BRG BRZ Q 0.055 3 790 15 L C B 2 12 83 12+78.3-L- R
PROJECT TOTAL = 1,114,887.62 DANE CONSTRUCTION, INC
10/01 U-3310 9.8081212 RICHMOND 981,145.11 RWY 1,044 0.940 3 626 0 XXX 2 8 58
10/02 U-3310 9.8081212 RICHMOND 4,482.16 RWY 0.000 0 0 0 XXX 2 8 58 ROCKINGHAMCO
PROJECT TOTAL = 985,627.27 HIGHWAY CONSTRUCTORS,
***** AUG 1996 TOTAL = $25,382,148.54
***** SEP 1996 *****
01/01 B-1165 8.1241202 DUPLIN 284,621.97 RWY BRN 909 0.313 2 612 0 L B 1 3 24
01/02 B-1165 8.1241202 DUPLIN 411,584.69 BRG BRN A 0.052 3 745 15 L B 1 3 24 12+98.25-L-
PROJECT TOTAL = 696,206.66 S. T. WOOTEN CORPORATI
03/01 B-2919 8.1270701 BLADEN 823,744.71 RWY BRS 1,329 0.620 2 0 0 L B 1 6 42
03/02 B-2919 8.1270701 BLADEN 1,638,231.50 BRG BRS Q 0.138 6 899 15 L B 1 6 42 12+86.500-L-
PROJECT TOTAL = 2,461,976.21 SANFORD CONTRACTORS, I
06/01 R-2558 8.T431201 COLUMBUS 4,534,823.08 RWY NHF 698 6.497 2 0 0 S S C 1 6 43
06/02 R-2558 8.T431202 COLUMBUS 6,726,176.23 RWY NHF 663 10.140 2 0 0 S S C 1 6 43
06/03 R-2558 8.T431201 COLUMBUS 118,159.35 CLV NHF 0.007 1 202 1 S S C 1 6 43 22+59.000-L
06/04 R-2558 8.T431201 COLUMBUS 213,432.57 CLV NHF 0.014 1 203 1 S S C 1 6 43 56+78.920-L
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 5
PROPOS T.I.P. PROJECT COUNTY $ TOTAL JOB FUND THOU$ PROJ DESCRIPTION WORK TYPES AREA CNTY LOCATION
NO/BRK NO. /MILE MILES NO. CD1 CD2 GDPFSLSLURACWB DIVS
06/05 R-2558 8.T431202 COLUMBUS 94,635.30 CLV NHF 0.000 1 202 1 S S C 1 6 43 48+93.300-L
06/06 R-2558 8.T431202 COLUMBUS 67,062.23 CLV NHF 0.000 1 201 2 S S C 1 6 43 86+72.400-L
PROJECT TOTAL = 11,754,288.76 BARNHILL CONTRACTING C
08/01 R-2219 8.T520807 CHATHAM 9,477,357.85 RWY NHF 1,203 7.877 4 0 0 LS C B 2 8 52
08/02 R-2219 8.T520807 CHATHAM 50,300.00 RWY NHF 0.000 0 0 0 LS C B 2 8 52 OWASA COST
08/03 R-2219 8.T520807 CHATHAM 139,995.01 CLV NHF 0.000 1 202 4 LS C B 2 8 52 1+621.000 LR
08/04 R-2219 8.T520807 CHATHAM 99,059.50 CLV NHF 0.000 1 201 6 LS C B 2 8 52 5+645.093 LR
08/05 R-2219 8.T520807 CHATHAM 1,815,313.65 BRG NHF Q 0.213 1 845 15 LS C B 2 8 52 0+883.346 LR
PROJECT TOTAL = 11,582,026.01 BRANCH HIGHWAYS, INC.
10/01 B-2632 8.1640601 STOKES 268,092.23 RWY BRS 954 0.281 2 614 0 U C 2 9 64
10/02 B-2632 8.1640601 STOKES 107,976.10 CLV BRS 0.007 1 2 2 U C 2 9 64 13+30 -L-
PROJECT TOTAL = 376,068.33 THOMPSON-ARTHUR PAVING
11/01 B-2876 8.2351101 DURHAM 77,868.32 RWY BRZ 856 0.091 2 0 0 C 2 5 35
11/02 B-2876 8.2351101 DURHAM 44,389.87 RWY BRZ 0.000 0 0 0 C 2 5 35 DURHAM
11/03 B-2876 8.2351101 DURHAM 141,087.93 CLV BRZ 0.009 1 2 1 C 2 5 35 10+98.50-L-
PROJECT TOTAL = 263,346.12 RIFENBURG CONSTRUCTION
12/01 R-2634 8.2402302 WAKE 5,234,259.59 RWY STP 3,671 1.426 4 658 0 LSLU C B 2 5 40
12/02 R-2634 8.2402302 WAKE 268,220.89 RWY STP 0.000 0 0 0 LSLU C B 2 5 40 CARY COST
12/03 R-2634 8.2402302 WAKE 211,985.18 CLV STP 0.007 1 2 2 LSLU C B 2 5 40 15+75.00-L-R
12/04 R-2634 8.2402302 WAKE 519,808.78 BRG STP I 0.000 2 650 11 LSLU C B 2 5 40 11+18.657-L-
PROJECT TOTAL = 6,234,274.44 C. C. MANGUM, INC.
13/01 U-2804 8.2403702 WAKE 1,064,405.42 RWY STP 2,948 0.361 4 0 0 SL U B 2 5 40
13/02 U-2804 8.2403702 WAKE 1,138,558.49 BRG STP I 0.090 4 592 11 SL U B 2 5 40 64+12.303-L-
PROJECT TOTAL = 2,202,963.91 REA CONSTRUCTION COMPA
14/01 U-2824 8.2404001 WAKE 1,479,357.99 RWY STP 1,162 1.273 4 0 0 U 2 5 40
PROJECT TOTAL = 1,479,357.99 RIFENBURG CONSTRUCTION
15/01 B-2545 8.2602601 DAVIDSON 624,586.40 RWY BRZ 1,142 0.547 2 614 0 B 2 9 60
15/02 B-2545 8.2602601 DAVIDSON 392,116.00 BRG BRZ A 0.061 4 721 15 B 2 9 60 14+00.400-L-
PROJECT TOTAL = 1,016,702.40 JOHN H. BRINKLEY, INC.
16/01 B-2638 8.2640401 STOKES 210,148.88 RWY BRS 796 0.264 2 614 0 B 2 9 64
16/02 B-2638 8.2640401 STOKES 247,164.90 BRG BRS A 0.033 3 721 15 B 2 9 64 12+76.50-L1-
PROJECT TOTAL = 457,313.78 JONES BROS., INC.
17/01 R-2512 6.039002T CHOWAN 17,477,158.21 RWY 1,611 10.851 4 0 0 LS U B 1 1 3
17/02 R-2512 6.039002T CHOWAN 492,410.82 BRG A 0.000 4 845 61 LS U B 1 1 3 5+750.540 -L
17/03 R-2512 6.039002T CHOWAN 564,206.60 BRG A 0.093 5 845 15 LS U B 1 1 3 7+766.330 -L
17/04 R-2512 6.039002T CHOWAN 459,207.34 BRG A 0.048 3 547 61 LS U B 1 1 3 10+959.277 -
17/05 R-2512 6.039002T CHOWAN 836,297.97 BRG A 0.075 3 542 12 LS U B 1 1 3 14+197.297 -
17/06 R-2512 6.039002T CHOWAN 483,150.97 BRG A 0.000 4 845 61 LS U B 1 1 3 15+184.070 -
PROJECT TOTAL = 20,312,431.91 ENGLISH CONSTRUCTION C
32/01 R-2512 8.T010604 BERTIE 5,242,592.81 RWY DPI 5,301 0.989 4 0 0 L U B 1 1 1
32/02 R-2512 8.T010604 BERTIE 217,590.50 BRG DPI A 0.000 1 736 15 L U B 1 1 1 1+231.298-L-
32/03 R-2512 8.T010604 BERTIE 214,789.30 BRG DPI A 0.018 1 736 15 L U B 1 1 1 1+239.514-L-
32/04 R-2512 8.T010604 BERTIE 30,215,283.65 BRG DPI N 2.487 67 682 16 L U B 1 1 1 2+917.000-L-
32/05 R-2512 8.T010604 CHOWAN 3,275,692.88 BRG DPI A 0.406 24 845 19 L U B 1 1 3 4+500.790-L-
PROJECT TOTAL = 39,165,949.14 TIDEWATER CONSTRUCTION
***** SEP 1996 TOTAL = $98,002,905.66
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
***** OCT 1996 *****
01/01 U-2012 8.1492701 GUILFORD 2,350,642.78 RWY STP 1,087 2.162 4 654 0 S S B 2 7 49
01/02 U-2012 8.1492701 GUILFORD 331,237.37 BRG STP I 0.000 2 854 11 S S B 2 7 49 54+99.240-L1
01/03 U-2012 8.1492701 GUILFORD 440,356.11 BRG STP I 0.057 2 854 11 S S B 2 7 49 55+20.872-L1
PROJECT TOTAL = 3,122,236.26 BROWN & ROOT, INC.
02/01 U-3332 8.2633001 ROWAN 2,133,630.25 MSC STP 0.000 2 0 0 S 2 9 63
PROJECT TOTAL = 2,133,630.25 GEORGIA ELECTRIC COMPA
03/01 U-3345 9.8044593 WILSON 4,319,496.79 RWY 1,075 4.020 5 632 0 C 2 4 34 6+00 TO 46+0
03/02 U-3345 9.8044593 WILSON 165,366.50 CLV 0.012 1 3 2 C 2 4 34 11+67.500-LR
03/03 U-3345 9.8044593 WILSON 84,705.70 CLV 0.008 1 3 2 C 2 4 34 11+95.500-LR
PROJECT TOTAL = 4,569,568.99 PLT CONSTRUCTION CO.,
04/01 U-2217 9.8083655 RICHMOND 956,318.92 RWY 1,897 0.504 2 0 0 LS 2 8 58
PROJECT TOTAL = 956,318.92 HIGHWAY CONSTRUCTORS,
05/01 R-3114 6.804799 CHATHAM 952,141.30 RWY 652 1.460 2 0 0 2 8 52
PROJECT TOTAL = 952,141.30 SANTARO INDUSTRIES, IN
06/01 U-2910 9.8101323 MECKLENBG 2,002,457.28 RWY 1,416 1.414 5 632 0 S S 2 10 67
06/02 U-2910 9.8101323 MECKLENBG 240,227.56 RWY 0.000 0 0 0 S S 2 10 67 CMUD COST
PROJECT TOTAL = 2,242,684.84 CENTRAL CAROLINA DIVIS
***** OCT 1996 TOTAL = $13,976,580.56
***** NOV 1996 *****
01/01 I-2723 8.1492002 GUILFORD 269,504.59 RWY IMS 37 7.360 4 0 0 2 7 49
PROJECT TOTAL = 269,504.59 REYNOLDS FENCE &
02/01 B-2554 8.1622303 FORSYTH 2,014,474.60 RWY BRN 1,693 1.190 4 0 0 S B 2 9 62
02/02 B-2554 8.1622303 FORSYTH 247,949.08 BRG BRN 0.000 3 392 11 S B 2 9 62 1+512.000 -L
02/03 B-2554 8.1622303 FORSYTH 406,720.44 BRG BRN 0.000 3 392 11 S B 2 9 62 1+856.000 -L
02/04 B-2554 8.1622303 FORSYTH 241,638.45 BRG BRN 0.000 3 392 11 S B 2 9 62 1+939.050 -L
02/05 B-2554 8.1622303 FORSYTH 319,521.47 BRG BRN 0.000 3 392 11 S B 2 9 62 2+245.000 -L
PROJECT TOTAL = 3,230,304.04 REA CONSTRUCTION COMPA
03/01 B-2634 8.1640501 STOKES 856,467.40 RWY BRS 897 0.955 2 614 0 B 2 9 64
03/02 B-2634 8.1640501 STOKES 417,606.29 BRG BRS Q 0.064 3 899 15 B 2 9 64 14+33.500-L-
03/03 B-2634 8.1640501 STOKES 788,660.20 BRG BRS Q 0.086 4 890 15 B 2 9 64 18+54.500-L-
PROJECT TOTAL = 2,062,733.89 SMITH-ROWE, INC.
04/01 B-2600 8.2270901 PENDER 199,019.66 RWY BRZ 1,070 0.186 2 0 0 C B 1 3 27
04/02 B-2600 8.2270901 PENDER 81,021.70 CLV BRZ 0.000 1 1 1 C B 1 3 27 12+75.500-L-
04/03 B-2600 8.2270901 PENDER 240,090.22 BRG BRZ A 0.044 3 721 15 C B 1 3 27 11+79.500-L-
PROJECT TOTAL = 520,131.58 S. T. WOOTEN CORPORATI
05/01 B-2581 8.2311201 JOHNSTON 118,224.82 RWY BRZ 568 0.208 2 0 0 S C 2 4 31
05/02 B-2581 8.2311201 JOHNSTON 154,594.40 CLV BRZ 0.012 1 3 1 S C 2 4 31 11+70.89 -L-
PROJECT TOTAL = 272,819.22 C. C. MANGUM, INC.
06/01 B-2552 8.2351001 DURHAM 213,205.79 RWY BRZ 1,045 0.204 2 612 0 B 2 5 35
06/02 B-2552 8.2351001 DURHAM 385,958.85 BRG BRZ Q 0.056 3 745 15 B 2 5 35 13+19.000-L-
PROJECT TOTAL = 599,164.64 C. C. MANGUM, INC.
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
07/01 U-2815 8.2492902 GUILFORD 3,168,476.00 RWY STP 1,047 3.025 2 0 0 S U C 2 7 49
PROJECT TOTAL = 3,168,476.00 THOMPSON-ARTHUR PAVING
08/01 B-2520 8.2662001 CABARRUS 178,072.74 RWY BRZ 799 0.223 2 612 0 L B 2 10 66
08/02 B-2520 8.2662001 CABARRUS 414,526.38 BRG BRZ 0.057 4 736 15 L B 2 10 66 12+47.500-L-
PROJECT TOTAL = 592,599.12 JOHN H. BRINKLEY, INC.
09/01 U-2901 9.8050124 WAKE 1,170,024.84 SUR 602 1.945 2 0 0 S L 2 5 40
PROJECT TOTAL = 1,170,024.84 C. C. MANGUM, INC.
***** NOV 1996 TOTAL = $11,885,757.92
***** DEC 1996 *****
02/01 R-2238 8.T540303 HARNETT 7,971,155.38 RWY NHF 1,044 7.635 0 533 20 L C B 2 6 45
02/02 R-2238 8.T540303 LEE 50,065.85 CLV NHF 0.000 1 201 5 L C B 2 8 54 11+034 -L-
02/03 R-2238 8.T540303 LEE 936,676.50 BRG NHF Q 0.046 3 845 15 L C B 2 8 54 11+507 -L1-
PROJECT TOTAL = 8,957,897.73 SANTARO INDUSTRIES, IN
03/01 B-2612 8.1631701 STANLY 3,203,478.02 RWY BRN 2,447 1.309 2 0 0 L C B 2 10 68
03/02 B-2612 8.1631701 ROWAN 4,015,833.65 BRG BRN Q 0.338 12 872 17 L C B 2 9 63 11+58.893-L-
PROJECT TOTAL = 7,219,311.67 JONES BROS., INC.
04/01 B-2633 8.1640701 STOKES 502,848.68 RWY BRS 1,497 0.336 2 0 0 U C 2 9 64
04/02 B-2633 8.1640701 STOKES 281,255.20 CLV BRS 0.007 1 2 9 U C 2 9 64 13+98 -L1-
PROJECT TOTAL = 784,103.88 JIMMY R. LYNCH & SONS,
05/01 B-2602 8.2271101 PENDER 640,917.76 RWY BRZ 1,457 0.440 2 614 0 B 1 3 27
05/02 B-2602 8.2271101 PENDER 614,048.11 BRG BRZ A 0.062 3 845 15 B 1 3 27 13+33.700-L-
PROJECT TOTAL = 1,254,965.87 SANFORD CONTRACTORS, I
06/01 B-2136 8.2360301 FRANKLIN 529,121.02 RWY BRZ 1,343 0.394 2 0 0 B 2 5 36
06/02 B-2136 8.2360301 FRANKLIN 429,478.45 BRG BRZ Q 0.043 3 721 15 B 2 5 36 2+30.000-L-
PROJECT TOTAL = 958,599.47 S. T. WOOTEN CORPORATI
07/01 B-2527 8.2520701 CHATHAM 262,645.42 RWY BRZ 3,283 0.080 2 0 0 B 2 8 52
07/02 B-2527 8.2520701 CHATHAM 783,921.67 BRG BRZ I 0.095 3 558 15 B 2 8 52 12+43.750-L-
PROJECT TOTAL = 1,046,567.09 BRANCH HIGHWAYS, INC.
08/01 B-2539 8.2602701 DAVIDSON 441,210.23 RWY BRZ 1,215 0.363 2 0 0 C 2 9 60
08/02 B-2539 8.2602701 DAVIDSON 249,180.00 CLV BRZ 0.012 1 3 7 C 2 9 60 12+75.500-L-
PROJECT TOTAL = 690,390.23 THE PAPCO GROUP, INC.
09/01 B-2525 8.2731901 CALDWELL 237,119.90 RWY BRZ 1,129 0.210 2 0 0 S B 3 11 73
09/02 B-2525 8.2731901 CALDWELL 540,690.10 BRG BRZ Q 0.050 4 721 15 S B 3 11 73 11+82.380-L-
PROJECT TOTAL = 777,810.00 ASHEVILLE DIVISION,
10/01 B-2518 8.2851301 BURKE 134,256.84 RWY BRZ 718 0.187 2 612 0 S S U B 3 13 85
10/02 B-2518 8.2851301 BURKE 290,041.90 BRG BRZ I 0.039 3 836 15 S S U B 3 13 85 11+89.50-LRE
PROJECT TOTAL = 424,298.74 MILLER ENGINEERING CO.
11/01 W-3607 8.7394002 HAYWOOD 1,044,465.80 MSC STP 0.000 0 0 0 S 4 14 94 SIGNALS
PROJECT TOTAL = 1,044,465.80 GEORGIA ELECTRIC COMPA
12/01 R-512F 6.589005T RICHMOND 12,650,145.02 RWY 3,220 3.929 4 0 2 L U C B 2 8 58
12/02 R-512F 6.589005T RICHMOND 255,306.61 CLV 0.000 1 201 12 L U C B 2 8 58 26+015-L-
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 8
PROPOS T.I.P. PROJECT COUNTY $ TOTAL JOB FUND THOU$ PROJ DESCRIPTION WORK TYPES AREA CNTY LOCATION
NO/BRK NO. /MILE MILES NO. CD1 CD2 GDPFSLSLURACWB DIVS
12/03 R-512F 6.589005T RICHMOND 724,272.11 BRG I 0.000 5 845 14 L U C B 2 8 58 23+377.534-L
12/04 R-512F 6.589005T RICHMOND 709,989.40 BRG I 0.097 5 845 14 L U C B 2 8 58 23+369.990-L
12/05 R-512F 6.589005T RICHMOND 530,330.84 BRG Q 0.000 3 638 12 L U C B 2 8 58 25+239.695-L
12/06 R-512F 6.589005T RICHMOND 527,033.70 BRG Q 0.063 3 638 12 L U C B 2 8 58 25+255.128-L
12/07 R-512F 6.589005T RICHMOND 401,668.07 BRG I 0.000 3 799 11 L U C B 2 8 58 25+541.705-L
12/08 R-512F 6.589005T RICHMOND 433,027.54 BRG I 0.069 3 799 11 L U C B 2 8 58 25+562.064-L
PROJECT TOTAL = 16,231,773.29 BROWN & ROOT, INC.
***** DEC 1996 TOTAL = $39,390,183.77
GRAND TOTAL =$232,407,086.96
COST/PROJECT MILE = $1,997,568.32 TOTAL PROJECT MILES = 116.345
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 9
AVERAGE UNIT BIDS
DATE 9601-9612
COMPLETE FILE FOR THIS PERIOD
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 78 145,479.88 11,347,430.71
2 CONSTRUCTION SURVEYING LS 15 102,581.94 1,538,729.12
4 SUPPLEMENTAL SURVEYING HR 40 77.00 3,080.00
3 FIELD OFFICE LS 1 29,100.00 29,100.00
7 CLEARING & GRUBBING LS 270.81 19,396.52 5,252,829.96
8 SUPP CLEARING & GRUBBING HA 28.80 4,789.57 137,939.59
12 SEALING ABANDONED WELLS EA 16 751.56 12,025.00
15 UNCLASSIFIED EXCAVATION M3 2,835,836 4.12 11,673,956.15
18 REINF BRG APPR ********** LS 27 11,620.55 313,755.00
19 UNDERCUT EXCAVATION M3 205,620 5.20 1,069,127.70
21 GRADING LS 32 79,260.95 2,536,350.48
22 SUPP CLEARING & GRUBBING HA 11.60 2,726.04 31,622.08
23 UNDERCUT EXCAVATION M3 10,350 14.28 147,842.00
29 SELECT GRANULAR MATERIAL M3 100,490 6.97 700,128.50
31 SOIL STABILIZATION FABRIC M2 150,460 1.64 246,583.00
32 WICK DRAINS M2 59,700 1.90 113,251.00
37 BORROW EXCAVATION M3 4,453,815 4.36 19,443,830.60
38 SELECT BORROW MATERIAL M3 200 25.00 5,000.00
41 EMB SETTLEMENT GAUGES EA 30 583.33 17,500.00
45 DRAINAGE DITCH EXCAVATION M3 91,040.50 5.55 505,012.06
48 PIPE CLEANOUT M 165.80 27.36 4,535.90
50 BERM DITCH CONSTRUCTION M 3,703 4.45 16,470.75
60 REMOVAL OF ASPH PAVEM'T M2 267,493 2.04 547,048.15
61 REMOVAL OF CONC PAVEM'T M2 7,570 5.64 42,705.00
62 REMOVAL OF CONC SLABS M2 425 42.00 17,850.00
63 PROOF ROLLING HR 175.50 143.92 25,257.60
64 TEMPORARY SHORING M2 1,550 112.84 174,900.00
77 SELECT MATERIAL II MTN 3,637.50 14.88 54,123.75
78 SELECT MATERAIL III MTN 1,600 11.35 18,160.00
79 SELECT MATERIAL IV MTN 975 11.75 11,456.25
74 FND CONDIT MAT'L MIN STR MTN 14,628.16 20.65 302,117.75
81 BEDDING MAT'L PIPE CULV MTN 14,550.16 20.26 294,842.92
89 375MM PLN CONC PIPE CULV M 287.10 76.09 21,844.34
90 450MM PLN CONC PIPE CULV M 107.63 89.75 9,660.23
91 600MM PLN CONC PIPE CULV M 55.20 91.88 5,071.87
96 375MM PARLL P RC END SECT EA 4 650.50 2,602.00
99 450MM PARLL P RC END SECT EA 2 690.00 1,380.00
100 300MM RCP CULV CLASS III M 1,398 67.48 94,339.08
101 375MM RCP CULV CLASS III M 17,269.04 64.51 1,114,092.11
102 450MM RCP CULV CLASS III M 8,356.26 75.98 634,943.97
103 600MM RCP CULV CLASS III M 5,022 91.47 459,372.16
104 750MM RCP CULV CLASS III M 2,485.20 121.39 301,672.26
105 900MM RCP CULV CLASS III M 2,190 142.59 312,264.58
106 1050MM RCP CULV CLASS III M 480 227.52 109,209.96
107 1200MM RCP CULV CLASS III M 783.80 253.42 198,632.15
108 1350MM RCP CULV CLASS III M 575.50 300.20 172,767.38
109 1500MM RCP CULV CLASS III M 265.60 342.69 91,018.60
110 1650MM RCP CULV CLASS III M 7.20 478.63 3,446.14
111 1800MM RCP CULV CLASS III M 240.20 573.22 137,688.00
119 450MM RCP CULV CLASS IV M 204 76.68 15,643.44
120 600MM RCP CULV CLASS IV M 367.20 79.08 29,036.90
122 900MM RCP CULV CLASS IV M 61.20 147.00 8,996.40
123 1050MM RCP CULV CLASS IV M 76.80 234.58 18,015.64
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 10
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
124 1200MM RCP CULV CLASS IV M 478.80 230.83 110,521.40
125 1350MM RCP CULV CLASS IV M 111.60 349.57 39,012.00
126 1500MM RCP CULV CLASS IV M 15.60 460.00 7,176.00
151 375MM RCP FES EA 1 260.00 260.00
152 450MM RCP FES EA 1 575.00 575.00
146 450MM X PIPE RC END SECT EA 6 532.08 3,192.50
171 *** X *** X ***MM PERF T EA 1 500.00 500.00
172 375 X *** X ***MM RCP T 3 EA 2 300.00 600.00
173 375 X 375 X 375MM RCP T 3 EA 2 325.00 650.00
174 450 X *** X ***MM RCP T 3 EA 2 450.00 900.00
176 600 X *** X ***MM RCP T 3 EA 3 690.00 2,070.00
177 600 X 600 X 600MM RCP T 3 EA 1 425.00 425.00
178 750 X *** X ***MM RCP T 3 EA 2 727.50 1,455.00
195 150MM CS PIPE SPRBX1.63MM M 15.20 35.00 532.00
197 ***MM CS PIPE CULV ****MM M 193.46 65.35 12,643.01
198 400MM CS PIPE CULV 1.63MM M 550.24 57.27 31,513.40
199 450MM CS PIPE CULV 1.63MM M 350 76.69 26,842.75
200 600MM CS PIPE CULV 1.63MM M 116.20 97.13 11,286.20
201 800MM CS PIPE CULV 2.01MM M 50.40 136.77 6,893.38
216 ***MM CSP ELB ****MM EA 2 150.00 300.00
218 450MM CSP ELB 1.63MM EA 6 250.00 1,500.00
226 ***MM SADLE BRNCH CONNTR EA 2 850.00 1,700.00
239 450MM BCCSP A 1.63 M 114 69.79 7,956.00
251 ***MM BCCSP B **** M 372.44 58.85 21,919.29
255 400MM BCCSP B 1.63 M 954.60 67.50 64,437.71
258 450MM BCCSP B 1.63 M 427.64 74.62 31,911.30
261 600MM BCCSP B 1.63 M 120.40 94.00 11,318.14
265 800MM BCCSP B 2.01 M 32.40 148.15 4,800.00
269 900MM BCCSP B 2.01 M 25.20 150.00 3,780.00
281 1000MM BCCSP B 2.77 M 13.20 196.00 2,587.20
293 1200MM BCCSP B 2.77 M 40.80 183.00 7,466.40
306 1400MM BCCSP B 2.77E75X25 M 80.52 225.00 18,117.00
315 1500MM BCCSP B 2.77 75X25 M 4.90 300.00 1,470.00
337 1800MM BCCSP B 3.51 M 54 605.00 32,670.00
378 450 X 450 X 450MM BCCSP T EA 1 500.00 500.00
381 ***MM BCCSP ELB B **** EA 16 209.50 3,352.00
382 400MM BCCSP ELB B 1.63 EA 40 165.53 6,621.21
383 450MM BCCSP ELB B 1.63 EA 15 189.73 2,846.00
384 600MM BCCSP ELB B 1.63 EA 6 205.00 1,230.00
494 150MM SLOPE PROTECTION M2 667 42.56 28,386.00
497 FINE GRADING LS 44 52,207.54 2,297,132.00
498 SEALING PAVEMENT CRACKS KG 10,480 7.88 82,601.85
499 SEALING PVMT CRKS & JTS KG 120 20.00 2,400.00
500 LIME TRTD SOIL (SLURRY) M2 233,724 1.95 456,491.50
501 LIME TRTD SOIL (QUICKLIME M2 20,750 2.39 49,555.00
503 LIME FOR LIME TRTD SOIL MTN 2,828 147.09 415,983.05
507 STABILIZER AGGREGATE MTN 16,135 14.50 233,912.50
509 AGGREGATE BASE COURSE MTN 308,665 12.43 3,836,094.60
525 ***MM SOIL CEMENT BASE M2 172,481 2.02 349,393.25
526 PC FOR SOIL CEMENT BASE MTN 5,189 110.39 572,835.70
527 AGGREGATE FOR SOIL CEM B MTN 255 14.32 3,652.68
528 ASPHALT CURING SEAL L 268,183 0.36 95,608.60
530 INCIDENTAL STONE BASE MTN 17,644 16.93 298,753.86
532 SHOULDER BORROW M3 70,050 3.00 210,534.50
537 PRIME COAT L 145,905 0.33 47,892.00
539 MILLING ASPH PAVEMENT MTN 245 125.00 30,625.00
540 MILLING ASPH PVMT ***MM M2 78,738 2.03 159,756.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 11
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
541 MILLING ASPH PVMT ***-*** M2 56,870 1.52 86,250.00
543 INCIDENTAL MILLING M2 2,910 7.87 22,910.00
544 QMS ASPH PL MIX PAVEMENTS MTN 1,015,288 1.89 1,924,458.63
547 ASPHALT CEMENT PLANT MIX MTN 47,988.70 166.62 7,995,741.45
548 NON-STRIP ADDITIVE KG 239,695.50 1.42 341,067.95
552 ASPH CONC BASE CO TYPE HB MTN 364,597 27.66 10,085,413.43
560 ASPH CONC BIND CO H MTN 57,333 29.29 1,679,524.15
558 ASPH CONC BIND CO HDB MTN 247,483 26.53 6,565,391.95
563 ASPH CONC SURF CO I-1 MTN 53,284 31.62 1,684,936.80
566 ASPH CONC SURF CO I-2 MTN 14,295 25.33 362,075.80
568 ASPH CONC SURF CO HDS MTN 258,271 26.94 6,959,206.65
573 ASPH DRAINAGE CO, P-57 MTN 17,100 26.50 453,150.00
574 ASPH PLT MIX PVMT REPAIR MTN 4,700 114.47 538,013.22
576 PATCHING EXIST PAVEMENT MTN 100 110.00 11,000.00
603 ***MM PC C PVMT MISC M2 200 60.00 12,000.00
650 SURF TESTN CONC PAVEMENT LS 1 12,575.00 12,575.00
653 CONC SHDRS ADJ ***MM PVM M2 21,650 30.02 649,900.00
655 FIELD LAB RENTAL, PCCP LS 1 6,286.50 6,286.50
657 RIGHT OF WAY MARKERS EA 878 104.51 91,757.51
659 PIPE REMOVAL M 6,889.24 25.65 176,700.70
662 SUBDRAIN EXCAVATION M3 8,761.12 6.95 60,919.56
663 SUBDR FINE AGGREGATE M3 5,345.84 27.83 148,774.33
665 150MM PERF SUBDR PIPE M 12,565 11.89 149,404.05
668 150MM SUBDR PIPE Y,T,&L'S EA 1,313 7.82 10,275.26
670 CONC PAD FOR SUBDRN OUTLT EA 94 148.20 13,930.84
672 150MM OUTLET PIPE (SD) M 169.20 26.67 4,511.90
678 SHLDR DRAINS M 20,482 12.67 259,448.85
679 100MM SHLDR DRAINS PIPE M 20,482 3.15 64,499.15
680 CONC PAD SHLDR DRAIN OUTL EA 162 152.36 24,682.70
681 100MM OUTLET PIPE (SH DRN M 1,586 19.68 31,216.64
683 BLOTTING SAND MTN 119 28.95 3,445.15
686 METAL FUNNELS EA 205 447.24 91,684.77
688 300MM FUNNEL DRAIN PIPE M 2,579.34 46.14 119,003.47
690 300MM FUNNEL DRAIN ELBOWS EA 217 166.13 36,050.49
693 SAND CEMENT HEADWALLS M2 76 312.63 23,760.00
694 CONC EWALLS CLASS A M3 49.90 1,070.36 53,410.92
695 CONC EWALLS CLASS B M3 96.10 895.69 86,076.18
696 BRICK MASONRY ENDWALLS M3 58.10 742.75 43,154.02
697 REINF BRICK MASONRY EWALL M3 48.60 760.29 36,950.00
698 REINFORCING STEEL, EWALL KG 5,890 3.50 20,603.06
700 PIPE COLLARS M3 104.48 696.30 72,749.52
702 PIPE PLUGS M3 14.04 934.82 13,124.84
706 MASONRY DRAINAGE STRS EA 1,227 969.67 1,189,782.76
707 MASONRY DRAINAGE STRS M3 74.65 971.62 72,531.25
708 MASONRY DRAINAGE STRS M 81.40 654.46 53,273.31
720 FRM & GRT STD 840.**** EA 9 316.67 2,850.00
724 FRM GRT&HD STD 840.03**** EA 421 380.81 160,323.07
728 FRM & GRT STD 840.13 EA 27 452.61 12,220.60
730 FRM & 2GRTS STD 840.16 EA 119 354.76 42,216.66
734 FRM & 2GRTS STD 840.20 EA 6 402.50 2,415.00
738 FRM & 2GRTS STD 840.22 EA 350 282.24 98,786.07
742 FRM & 2GRTS STD 840.24 EA 176 336.71 59,261.17
744 FRM & GRT STD 840.29 EA 6 458.33 2,750.00
745 FRM W/GRATE, STD 840.33 EA 1 375.00 375.00
746 FRAME W/2 GRTS STD 840.33 EA 5 213.87 1,069.35
736 FRM & GRT STD 840.36 EA 5 275.00 1,375.00
740 FRM W/2GRTS STD 840.36 EA 20 394.89 7,897.76
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 12
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
748 FRM W/GOVER STD 840.54 EA 54 406.53 21,952.64
712 CONC APRON FOR DI EA 39 727.31 28,365.00
756 ***MM SLUICE GATE EA 5 3,000.00 15,000.00
764 CONC STEPS M3 1.50 469.39 704.09
768 *** X ***MM CONC CURB M 2,094 47.77 100,033.49
769 200 X 150MM CONC CURB M 150 78.20 11,730.00
771 450MM CONC CURB & GUTTER M 4,829 26.26 126,807.09
772 750MM CONC CURB & GUTTER M 35,486 30.98 1,099,274.10
776 SHLDR BERM GUTTER M 9,671.50 38.70 374,253.93
780 CONC FLUME EA 68 1,276.25 86,785.24
781 MODIFIED CONCRETE FLUME EA 15 1,607.50 24,112.50
782 CONC XPRESSWAY GUTTER M 1,167 45.73 53,370.05
787 CONC FUNNEL DRAIN APRON EA 6 1,433.33 8,600.00
789 100MM CONC SIDEWALK M2 25,115 25.17 632,178.05
791 CONC WHEELCHAIR RAMPS M2 2,022 53.28 107,743.60
793 150MM CONC DRIVEWAY M2 3,286 44.38 145,841.53
795 100MM CONC PAVED DITCH M2 362.20 63.82 23,116.77
798 75MM CONC ISLAND COVERS M2 110 36.00 3,960.00
805 125MM MONOLITHIC CONC ISL M2 7,179.20 33.92 243,529.25
806 150MM MONOLITHIC CONC ISL M2 2,595 26.10 67,725.00
811 75MM CORRUGATED CONC ISL M2 180 40.49 7,287.50
813 ***MM CONC GLARE SCREEN M 150 35.00 5,250.00
821 CONC BARRIER M 2,742 99.46 272,721.16
822 CONC BARRIER TRANSITION EA 9 5,292.44 47,632.00
825 PC CONC BARRIER, SF M 374.20 145.56 54,470.30
827 ADJUSTMENT OF CATCH BASIN EA 18 730.64 13,151.61
829 ADJUSTMENT OF DROP INLETS EA 2 1,400.00 2,800.00
831 ADJUSTMENT OF MANHOLES EA 100 399.21 39,921.10
833 ADJUSTMT OF MB & VALVE BX EA 218 251.98 54,931.48
834 CONVERT CB TO JB EA 9 1,238.67 11,148.00
835 CONVERT CB TO DI EA 6 1,125.00 6,750.00
837 CONVERT DI TO JB EA 7 1,069.87 7,489.12
841 CONVERT JB TO DI EA 1 1,000.00 1,000.00
842 CONVERT JB TO CB EA 1 1,000.00 1,000.00
863 STL BM GRDRAIL M 39,313.55 38.17 1,500,622.11
864 STL BM GRDRAIL SHOP CURV M 909.01 41.71 37,914.39
867 3C STEEL BM GUARDRAIL M 72.09 71.45 5,151.17
868 3C STL GUARDRAIL TRM SECT EA 4 60.00 240.00
857 STL BM GRDRAIL TERM SECT EA 21 56.45 1,185.40
869 508MM TUBLR 3C STL BM GRD M 944.24 213.67 201,754.56
871 W-TR STL BM GRDRAIL TRANS EA 25 308.60 7,715.00
873 ADDIT GRDRAIL POSTS EA 435 34.49 15,002.45
876 GRDRAIL ANCHOR ********** EA 40 1,514.06 60,562.50
879 GRDRAIL ANCHOR AT-1 EA 19 397.55 7,553.55
891 GRDRAIL ANCHOR CAT-1 EA 103 579.67 59,706.01
892 GRDRAIL ANCHOR MELT EA 458 1,190.97 545,466.49
902 GRDRAIL ANCHOR VI EA 4 900.00 3,600.00
903 GRDRAIL ANCHOR VI (MOD) EA 8 975.00 7,800.00
911 GRDRAIL ANCHOR X EA 61 1,073.02 65,454.47
912 GRDRAIL ANCHOR XI EA 115 1,047.16 120,423.34
915 GRDRAIL ANCHOR XI (MOD) EA 8 1,235.00 9,880.00
913 GRDRAIL ANCHOR XII EA 9 986.11 8,875.00
914 GRDRAIL ANCHOR XIII EA 21 499.28 10,484.87
917 R&RSET EXISTING GUARDRAIL M 2,713.49 19.37 52,567.39
920 REMOVE GUARDRAIL M 9,478.51 5.63 53,373.29
923 R&STKPL GUARDRAIL M 2,586.99 5.02 13,001.24
931 WW WIRE FENCE ****MM FABR M 2,210 4.40 9,727.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 13
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
933 WW WIRE FENCE 1200MM FABR M 31,703 5.57 176,519.74
936 100MM FENCE POSTS ****M EA 65 21.00 1,365.00
939 100MM FENCE POSTS 2.30M EA 6,960 15.54 108,166.90
945 125MM FENCE POSTS 2.50M EA 1,610 31.09 50,063.00
963 CL FENCE ****MM FABRIC M 257.43 26.44 6,806.22
966 CL FENCE 1200MM FABRIC M 420 9.00 3,780.00
969 LINE POST FOR ****MM CL F EA 79 41.33 3,265.00
972 LINE POST FOR 1200MM CL F EA 110 26.00 2,860.00
975 TERM POST FOR ****MM CL EA 5 110.00 550.00
978 TERM POST FOR 1200MM CL EA 10 90.00 900.00
985 ADDITIONAL BARBED WIRE M 1,991.80 2.78 5,545.41
990 ***S BARB WIRE F W/POSTS M 707 24.00 16,966.20
993 TEMP ****MM WW F W/POSTS M 535 15.61 8,353.25
996 WOVEN WIRE FENCE RESET M 695 15.42 10,716.60
998 BARBED WIRE FENCE RESET M 350 15.30 5,354.00
1000 CHAIN LINK FENCE RESET M 66 39.30 2,593.80
1007 PLN RIP RAP CL I M2 220 28.31 6,228.00
1008 PLN RIP RAP CL I MTN 10,726 33.16 355,705.14
1010 PLN RIP RAP CL II MTN 3,364 44.48 149,623.06
1053 PLN RIP RAP, CLASS A MTN 1,295 31.26 40,488.35
1054 PLN RIP RAP, CLASS B MTN 19,318.40 33.00 637,545.20
43 FILTER FABRIC FOR DRAINGE M2 65,222.20 2.67 173,895.25
1101 BLDG REMOVAL ITEM **** LS 173 268.85 46,511.56
1035 HP360X108 STL PILE,RET WL M 167 58.00 9,686.00
1043 SHAFT EXCAVATION M 280 1,500.00 420,000.00
1045 SHAFT CONCRETE CLASS A M3 110 94.00 10,340.00
1523 RC SIGN FOOTINGS M3 101 800.72 80,872.82
1524 PLN CONC SIGN FOOTINGS M3 25 1,086.94 27,173.62
1526 BRKWY STL BEAM SIGN SUPPT KG 46,640 5.05 235,382.15
1527 SIMPLE STL BEAM SIGN SUPP KG 8,574 4.05 34,769.93
1528 4.5KG STEEL U-CHNL POST M 7,106 24.47 173,871.86
1529 3KG STEEL U-CHNL POST EA 52 35.38 1,840.00
1531 TYPE A SIGNS, ERECTION EA 114 495.95 56,538.80
1532 TYPE B SIGNS, ERECTION EA 101 285.61 28,847.16
1533 TYPE D SIGNS, ERECTION EA 93 97.79 9,095.00
1534 TYPE E SIGNS, ERECTION EA 792 70.61 55,920.24
1535 TYPE F SIGNS, ERECTION EA 152 111.00 16,871.88
1536 MILEMARKERS, ERECTION EA 52 26.96 1,402.00
1540 AL OVERHEAD SIGN ASSM *** LS 4 38,000.00 152,000.00
1541 STL OVERHD SIGN ASSM *** LS 13 48,259.90 627,378.74
1542 LITE SYS OVERHD SIGN *** LS 16 6,612.77 105,804.26
1544 REMV & DISP SIGN 1 SUPP EA 14 50.00 700.00
1546 REMV & STKPL SIGN 2 SUPP EA 2 100.00 200.00
1547 REMV & DISP SIGN 2 SUPP EA 36 59.44 2,140.00
1549 REMV & STKPL SIGN SUPP EA 4 60.00 240.00
1550 REMV & DISPOSE OF SUPP EA 100 40.92 4,092.00
1552 REMV & DISPOSE OF FOOTNGS EA 106 204.00 21,624.00
1557 REMV & STKPL SIGN MTD U EA 11 50.00 550.00
1558 REMV & DISP SIGN MTD U EA 9 18.11 163.00
1561 REMV & DISP U POSTS EA 38 25.71 977.00
1566 REMV & DISP OH SIGN ASSMB EA 6 2,610.00 15,660.00
1569 REMV & DISP OH SIGNS EA 1 250.00 250.00
1578 ATTA OH SIGN TO OH ASSMB EA 6 750.00 4,500.00
1582 ATTA OVRLAY TO OH SIGN EA 18 375.00 6,750.00
1584 ATTA OVRLAY TO A & B SIGN EA 3 283.33 850.00
1587 ERECT SIGN ON SUPPORT EA 13 345.00 4,485.00
1589 ERECT SIGN ON U POST EA 35 196.43 6,875.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 14
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2199 WORK ZONE SIGNS (STAT) M2 2,799.14 100.75 282,004.58
2249 WORK ZONE SIGNS (PORT) M2 1,566.22 88.35 138,381.80
2205 WORK ZONE SIGNS (BARRICAD M2 628.86 74.93 47,122.74
2214 FLASHING ARROW PANELS EA 56 3,454.85 193,471.47
2245 CHANGEABLE MESSAGE SIGNS EA 13 10,173.85 132,260.00
2251 WARNING FLAGS EA 167 41.33 6,901.88
2208 DRUMS EA 10,320 48.84 504,014.00
2204 CONES EA 3,500 21.09 73,813.35
2203 BARRICADES (TYPE III) M 4,072.62 40.50 164,927.32
2255 FLAGGER HR 6,732 22.52 151,620.50
2254 FLAGGER MD 7,249 112.78 817,543.20
2250 WARNING LIGHTS (TYPE B) EA 171 377.92 64,624.18
2231 TEMPORARY CRASH CUSHIONS EA 69 8,747.81 603,599.25
2232 CRASH CUSHION REPAIR PKG EA 36 3,896.03 140,257.00
2233 RESET CRASH CUSHION EA 57 1,284.56 73,220.00
2236 TRUCK MTD IMP ATTN 45 MPH EA 45 8,040.25 361,811.09
2239 TRUCK MTD IMPAC REP PKG EA 32 3,688.75 118,039.92
2186 PORTABLE BARRIER M 11,876.15 38.43 456,383.62
2185 PORT BARRIER, ANCHORED M 1,322.85 82.41 109,019.95
2259 PORT BARRIER, DRAINAGE M 2,565 103.30 264,975.00
2260 RESET PORTABLE BARRIER M 16,508 13.68 225,888.65
2261 RESET PORT BARRIER ANCHRD M 452 21.00 9,492.00
2252 POLICE HR 150 27.87 4,180.00
2234 BACKFILL MATERIAL M 28,541 11.60 331,161.60
2235 TEMPORARY GLARE SCREEN M 640 25.00 16,000.00
2045 100MM WHITE TAPE M 7,692.70 5.09 39,133.80
2052 200MM WHITE TAPE M 8,380 7.60 63,710.00
2061 600MM WHITE TAPE M 7 21.60 151.20
2048 100MM YELLOW TAPE M 10,499 4.65 48,874.80
2055 200MM YELLOW TAPE M 8,000 7.56 60,480.00
2093 TAPE SYMB 'LT ARR' EA 5 146.00 730.00
2096 TAPE SYMB 'RT ARR' EA 1 190.00 190.00
2099 TAPE SYMB 'STR ARR' EA 138 127.17 17,550.00
2144 TEMP RAISED MRKS, YELLOW EA 340 5.07 1,725.00
2145 TEMP RAISED MRKS, CRYSTAL EA 1,394 4.94 6,893.50
2146 TEMP RAISED MRKS, C&R EA 6,702 4.33 29,007.50
2147 TEMP RAISED MRKS, Y&Y EA 8,074 4.59 37,028.80
2173 GR DELINATRS, TEMP CRYSTL EA 499 6.24 3,112.50
2187 GR DELINATRS, TEMP YELLOW EA 13 6.00 78.00
2189 BARRIER DELIN TEMP,CRYSTL EA 1,010 7.00 7,068.25
2188 BARRIER DELIN TEMP, YELLO EA 819 7.02 5,753.60
2217 TEMP STEEL BM GUARDRAIL M 3,812.14 20.05 76,432.80
2221 TEMP STEEL BM GRDRAIL TS EA 2 26.25 52.50
2222 GRDRAIL ANCH ************ EA 87 767.96 66,812.50
1863 100MM THERMO WHITE 2.3MM M 185,169 1.31 243,565.95
1864 100MM THERMO WHITE 3.0MM M 51,085.15 1.61 82,224.43
1866 150MM THERMO WHITE 3.0MM M 2,322.20 2.75 6,386.05
1867 200MM THERMO WHITE 2.3MM M 14,801.10 2.88 42,595.89
1868 200MM THERMO WHITE 3.0MM M 2,578.50 2.93 7,559.15
1869 300MM THERMO WHITE 2.3MM M 1,737.30 5.00 8,686.50
1870 600MM THERMO WHITE 3.0MM M 2,299.80 13.49 31,020.50
1871 100MM THERMO YELLOW 2.3MM M 158,779 1.26 199,665.88
1872 100MM THERMO YELLOW 3.0MM M 62,704 1.54 96,867.68
1873 200MM THERMO YELLOW 2.3MM M 5,555 3.12 17,316.76
1874 200MM THERMO YELLOW 3.0MM M 125 2.70 337.50
1877 THERMO PVM SYMB RXR 3.1MM EA 8 212.50 1,700.00
1880 THERMO PVM SYMB 'SCHOOL' EA 9 260.00 2,340.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 15
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1883 THERMO PVM SYMB 'ONLY' EA 36 117.51 4,230.50
1886 THERMO PVM MESG 'LT ARR' EA 697 66.01 46,007.21
1889 THERMO PVM SYMB 'RT ARR' EA 166 67.44 11,195.71
1892 THERMO PVM SYMB 'STR ARR' EA 528 67.13 35,447.03
1895 THERMO PVM SYMB 'STR & LT EA 5 136.45 682.25
1898 THERMO PVM SYMB 'STR & RT EA 98 114.43 11,214.50
1901 THERMO PVM SYMB 'LT & RT EA 4 158.75 635.00
1904 THERMO PVM SYMB 'LT,STR,R EA 3 183.33 550.00
1907 THERMO PVM SYMB 'RAMP ARR EA 7 72.86 510.00
1913 EPOXY LINES 100MM WHITE M 20,435 2.97 60,626.50
1917 EPOXY LINES 200MM WHITE M 3,000 5.29 15,874.00
1920 EPOXY LINES 100MM YELLOW M 13,738 2.71 37,304.60
1933 EPOXY SYMB 'LT ARR' EA 1 175.00 175.00
1939 EPOXY SYMB 'STR ARR' EA 9 158.00 1,422.00
1954 EPOXY SYMB 'RAMP ARR' EA 2 175.00 350.00
1960 CP LINES 100MM WHITE M 1,061 4.41 4,676.00
1967 CP LINES 100MM YELLOW M 1,281 4.49 5,748.00
1968 CP LINES 200MM YELLOW M 100 8.70 870.00
1980 CP SYMBLS 'LT ARR' EA 3 157.50 472.50
1986 CP SYMBLS 'STRAIGHT ARR' EA 1 157.50 157.50
2023 PAINT MRKNS 100MM WHITE M 491,001.30 0.49 242,269.00
2029 PAINT MRKNS 150MM WHITE M 12,588.40 0.30 3,767.10
2032 PAINT MRKNS 200MM WHITE M 16,844.10 0.42 7,060.73
2042 PAINT MRKNS 600MM WHITE M 2,093.80 5.26 11,018.53
2026 PAINT MRKNS 100MM YELLOW M 521,908.40 0.48 251,721.21
2030 PAINT MRKNS 150MM YELLOW M 1,240 0.75 930.00
2035 PAINT MRKNS 200MM YELLOW M 17,105.60 0.56 9,514.70
2067 PAINT PVMT SYMB 'RXR' EA 4 50.00 200.00
2076 PAINT PVMT SYMB 'SCHOOL' EA 7 102.86 720.00
2085 PAINT PVMT SYMB 'ONLY' EA 27 37.39 1,009.50
2092 PAINT PVMT SYMB 'LT ARR' EA 545 28.81 15,701.06
2095 PAINT PVMT SYMB 'RT ARR' EA 172 33.07 5,688.20
2098 PAINT PVMT SYMB 'STR ARR' EA 447 29.14 13,027.52
2101 PAINT PVMT SYMB 'STR & LT EA 11 49.50 544.50
2104 PAINT PVMT SYMB 'STR & RT EA 113 51.04 5,767.50
2111 PAINT SYMB 'LT & RT ARR' EA 3 50.83 152.50
2120 PAINT SYMB 'LT,STR,& RT' EA 2 57.00 114.00
2142 REMVL OF 100MM LINES M 61,968 1.78 110,667.35
2140 REMVL OF 150MM LINES M 5,885 1.25 7,356.25
2141 REMVL OF 200MM LINES M 25,161 1.81 45,628.50
2155 REMVL OF 300MM LINES M 1,860 5.00 9,300.00
2169 REMVL OF 600MM LINES M 250 9.15 2,287.50
2143 REMOVAL OF SYMBL & MESGS EA 140 49.28 6,899.56
2013 CURING COMPD REMOVAL LINE M 6,472 2.79 18,079.00
2016 CURING COMPD REMOVAL SYMB EA 1 105.00 105.00
2149 PERM RAISED MRKS, CRYSTAL EA 3,291 4.68 15,414.00
2151 PERM RAISED MRKS, C&R EA 10,275 4.48 46,005.00
2154 PERM RAISED MRKS, YELLOW EA 161 5.20 837.50
2152 PERM RAISED MRKS, Y&Y EA 4,850 4.94 23,953.15
2156 SNOWPLB RAISED MRKERS CRY EA 525 45.39 23,829.80
2157 SNOWPLB RAISED MRKERS Y&Y EA 601 35.32 21,227.50
2158 SNOWPLB RAISED MRKERS C&R EA 1,894 37.70 71,397.70
2170 GR DELINATRS, PERM CRYSTL EA 3,600 6.60 23,759.15
2164 GR DELINATRS, PERM YELLOW EA 928 6.54 6,067.42
2167 BARRIER DELIN PERM, CRYST EA 1,707 7.85 13,393.70
2166 BARRIER DELIN PERM, YELLW EA 1,417 9.96 14,112.50
2165 GRDRL END DELINEATION EA 560 35.10 19,656.15
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 16
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2171 2.1M U-CHANNEL POSTS EA 79 42.74 3,376.80
2184 FLEX DELINATR (CRYSTAL) EA 482 24.56 11,836.90
2195 FLEX DELINATR (YELLOW) EA 213 23.81 5,071.95
2196 FLEX DELINATR (CRY & RED) EA 30 25.69 770.70
2197 FLEX DELINATR (YEL & RED) EA 55 25.13 1,382.25
2178 OBJECT MARKERS (TYPE 1) EA 1 100.00 100.00
2179 OBJECT MARKERS (TYPE 2) EA 4 100.00 400.00
2193 OBJECT MARKERS (TYPE 3) EA 130 92.61 12,039.40
2194 OBJECT MARKERS (END OF RD EA 9 62.67 564.00
1147 HIGH MOUNT FOUNDATIONS M3 6.40 915.00 5,856.00
1153 LIT STD MTLT ************ EA 19 1,480.00 28,120.00
1159 STD FOUNDAT *********** EA 19 737.63 14,015.00
1164 LITE STD LUM RDW 400W HPS EA 19 405.00 7,695.00
1174 SERVICE POLE ************ EA 1 890.00 890.00
1175 SERV LATERAL ************ M 10 21.00 210.00
1183 ELEC DUCT TYP *** SIZ *** M 64 95.00 6,080.00
1184 ELEC DUCT TYP BD SIZ **** M 3,130 12.06 37,739.40
1185 ELEC DUCT TYP JA SIZ **** M 35 124.00 4,340.00
1189 **#6 W/G FEEDER CIRCUIT M 557.50 5.00 2,787.50
1190 **#4 W/G FEEDER CIRCUIT M 301.50 6.00 1,809.00
1191 **#2 W/G FEEDER CIRCUIT M 242 8.30 2,008.60
1199 **#6 W/G FDR CIR 2 CNDUIT M 1,938 15.00 29,070.00
1200 **#4 W/G FDR CIR 2 CNDUIT M 295.50 17.00 5,023.50
1201 **#2 W/G FDR CIR 2 CNDUIT M 201 19.00 3,819.00
1206 ELEC JB ************ EA 30 415.00 12,450.00
1210 LIGHTING MAINTENANCE LS 1 3,100.00 3,100.00
1212 PORTABLE LIGHTING LS 6 42,158.30 252,949.80
1403 FND CONDIT MAT'L ******** MTN 1,405.50 20.28 28,506.07
1213 BEDDN MAT'L CL ********** MTN 1,385.50 19.02 26,347.12
1405 PVMT REP FOR UTILITY WORK MTN 394.30 105.25 41,498.91
1246 200MM DI WP CL*********** M 40 92.75 3,710.00
1232 ***MM DI H2O PIPE ****MPA M 243 180.38 43,831.80
1234 150MM DI H2O PIPE 2.41MPA M 674.70 96.94 65,408.12
1235 200MM DI H2O PIPE 2.41MPA M 1,376 96.86 133,287.24
1237 300MM DI H2O PIPE 2.41MPA M 1,983.05 111.44 220,990.31
1238 400MM DI H2O PIPE ****MPA M 89 246.00 21,894.00
1222 150MM DI RS JT ********** M 109.40 214.49 23,465.36
1223 200MM DI RS JT ********** M 45.67 125.00 5,708.75
1225 300MM DI RS JT ********** M 34.50 144.32 4,979.04
1226 400MM DI RS JT ********** M 24 475.60 11,414.40
1228 DI RES JT H2O PIPE FITNGS KG 6,943.56 7.60 52,788.23
1253 20MM CU WATER PIPE TYPE K M 775 38.64 29,943.44
1254 25MM CU WATER PIPE TYPE K M 63.50 49.02 3,113.01
1261 20MM PE W PIPE SDR7 **** M 86.20 18.00 1,551.60
1272 ***MM PVC H2O P SD21 1.38 M 93 48.74 4,532.82
1275 40MM PVC H2O P SD21 1.38 M 34 101.56 3,453.16
1276 50MM PVC H2O P SD21 1.38 M 373.40 40.50 15,121.92
1277 100MM PVC H2O P SD21 1.38 M 65 58.74 3,818.10
1278 150MM PVC H2O P SD21 1.38 M 961.10 61.03 58,661.10
1279 200MM PVC H2O P SD21 1.38 M 727 54.60 39,694.34
1281 300MM PVC H2O P SD21 1.38 M 517.30 60.60 31,348.38
1283 150MM PVC WP DR *** **** M 3 71.20 213.60
1284 200MM PVC WP DR *** **** M 387.88 65.30 25,328.63
1293 DI H2O FITTINGS 1.72MPA KG 10,946.54 7.07 77,352.07
1266 20MM PE H2O TUBE SDR9 *** M 304.10 31.91 9,704.74
1303 20MM CORPORATION STOP EA 41 151.31 6,203.62
1304 25MM CORPORATION STOP EA 5 310.00 1,550.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 17
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1306 50MM CORPORATION STOP EA 2 450.00 900.00
1326 ***MM GATE V & V BX EA 2 550.00 1,100.00
1327 50MM GATE V & V BX EA 4 625.00 2,500.00
1329 150MM GATE V & V BX EA 14 579.89 8,118.50
1330 200MM GATE V & V BX EA 8 743.10 5,944.84
1332 300MM GATE V & V BX EA 1 2,200.00 2,200.00
1312 ***MM BALL VALVE EA 2 500.00 1,000.00
1335 ***MM BUTRFLY V & V BX EA 1 5,102.04 5,102.04
1346 200MM TAPN SLEV V & V BX EA 1 2,800.00 2,800.00
1350 *** X ***MM TAPN SLV V BX EA 6 3,833.33 23,000.00
1308 *** X 20MM TAPPING SADDLE EA 23 226.69 5,214.00
1310 *** X ***MM TAPPING SADDL EA 2 287.50 575.00
1355 25MM AIR RELEASE ASSEMBLY EA 2 475.00 950.00
1361 ***MM BLOW OFF ASSEMBLY EA 1 500.00 500.00
1363 50MM BLOW OFF ASSEMBLY EA 1 575.00 575.00
1296 150MM TRANS COUPLN ****** EA 1 595.00 595.00
1297 200MM TRANS COUPLN ****** EA 7 604.40 4,230.80
1299 300MM TRANS COUPLN ****** EA 3 1,166.67 3,500.00
1373 RELOCATE WATER METER EA 69 524.22 36,171.16
1375 REMOVE WATER METER EA 1 250.00 250.00
1365 FIRE HYDRANT EA 1 2,350.00 2,350.00
1367 RELOCATE FIRE HYDRANT EA 27 1,248.46 33,708.43
1415 100MM PVC FRC MN SS 1.38 M 50.30 32.80 1,649.84
1416 150MM PVC FRC MN SS 1.38 M 184.37 60.00 11,062.44
1433 200MM DI SS PIPE CL **** M 67 98.50 6,599.50
1437 450MM DI SS PIPE CL **** M 57.50 1,100.00 63,250.00
1422 200MM DI SS PIPE PC 2.41 M 625.88 360.95 225,914.49
1424 300MM DI SS PIPE PC 2.41 M 37 229.67 8,497.79
1448 150MM DI FRC MN SS ****** M 6.09 9.50 57.91
1444 200MM DI FRC MN SS P 2.41 M 10.98 135.00 1,482.30
1468 DI SS PIPE FITTINGS KG 895.87 6.56 5,881.03
1470 STD 1200MM DIA PC MH 0-2M EA 8 1,094.07 8,752.56
1471 STD 1500MM DIA PC MH 0-2M EA 5 2,280.00 11,400.00
1482 STD PC MH WALL 1200MM 2+ M 8.70 332.97 2,896.81
1484 STD PC MH WALL, 1500MM 2+ M 34.82 551.16 19,194.14
1476 SS MH OS DROP ASSEMBLY M 9.18 500.00 4,590.00
1496 FL OR REMV *** PIPE ***** M2 236 84.18 19,866.48
1497 FL OR REMV 150 PIPE ***** M2 1,526 22.40 34,185.44
1498 FL OR REMV 200 PIPE ***** M2 1,719 26.95 46,336.18
1500 FL OR REMV 300 PIPE ***** M2 949 23.65 22,446.00
1479 B,P&F ABANDN UTIL MANHOLE EA 2 775.00 1,550.00
1485 BREAK DOWN & REBUILD MH EA 24 558.12 13,395.00
1487 REMOVE EXISTING MANHOLE EA 3 450.00 1,350.00
1385 ***MM STL NCAS PIPE****OC M 94 490.00 46,060.00
1392 ***MM STL NCAS PIPE****BJ M 85 448.27 38,103.30
1395 600MM STL NCAS PIPE****BJ M 45 500.00 22,500.00
1401 CL A CONC FOR PIERS M3 1.40 605.12 847.17
1081 TEMPORARY SILT FENCE M 35,308 10.07 355,597.79
1097 EROS CONTRL STONE CL A MTN 385 36.31 13,980.10
1098 EROS CONTRL STONE CL B MTN 29,730 33.27 989,137.50
1089 SEDIMENT CONTROL STONE MTN 13,204 31.03 409,673.60
1075 TEMPORARY MULCHING HA 512 1,047.84 536,496.21
1059 SEED FOR TEMP SEEDING KG 27,225 6.15 167,482.25
1060 FERT FOR TEMP SEEDING MTN 218.50 563.93 123,218.83
1076 TEMPORARY SLOPE DRAINS M 8,727 33.53 292,586.59
1077 INLET PROTCN @ TSD'S EA 589 173.76 102,344.64
52 SILT EXCAVATION M3 195,766 6.28 1,229,282.35
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 18
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1056 SYNTHETIC ROVING M2 107,170 2.07 221,553.65
1067 MATTING FOR EROS CONTROL M2 82,825 2.12 175,514.15
1091 6.4MM HARDWARE CLOTH M 5,728 16.16 92,564.28
53 *** X *** X *** PERF TEE EA 8 1,793.75 14,350.00
54 *** X *** X *** PERF TEE EA 4 762.21 3,048.84
1085 STILLING BASINS M3 1,669.70 23.85 39,823.31
1057 SEEDING & MULCHING HA 651 2,949.40 1,920,059.83
1058 MOWING HA 283 116.98 33,106.88
1061 SEED FOR REPAIR SEEDING KG 6,725 18.10 121,721.00
1062 FERT FOR REPAIR SEEDING MTN 31 962.84 29,848.08
1063 SEED FOR SUPP SEEDING KG 18,275 4.55 83,184.25
1065 SODDING M2 20,525 6.12 125,576.70
1066 WATER KL 540.50 70.81 38,274.40
1068 FERTILIZER TOPDRESSING MTN 1,081 339.21 366,689.67
1093 IMPERVIOUS DIKE M 1,414 143.15 202,421.76
1095 SPECIALIZED HAND MOWING HR 379 45.77 17,347.86
1096 RESPONSE FOR EROS CONTRL EA 463 253.42 117,335.88
2716 WAXMYRTLE EA 106 16.80 1,780.80
2822 SHRUB REFORESTATION M2 2.65 3,216.98 8,525.00
2823 REFORESTATION HA 45.66 1,274.96 58,214.50
2834 MULCH FOR PLANTING M3 988 23.50 23,221.50
2836 WATER FOR PLANTING KL 248.50 120.28 29,890.00
2837 PLANT BED FUMIGATION M2 8,600 2.04 17,532.50
1594 1 SECT 200MM SIGNAL HEAD EA 8 170.00 1,360.00
1595 1 SECT 300MM SIGNAL HEAD EA 8 260.00 2,080.00
1599 3 SECT 300MM SIGNAL HEAD EA 164 516.45 84,698.42
1603 4 SECT 300MM VERT SGNL HD EA 2 490.00 980.00
1607 4 SECT 300MM T SIGNAL HD EA 19 649.13 12,333.48
1611 5 SECT 300MM SIGNAL HEAD EA 37 801.37 29,650.90
1635 RELOC 3 SECT 300MM SIG HD EA 5 110.00 550.00
1647 RELOC 5 SECT 300MM SIG HD EA 3 110.00 330.00
1651 BKPLT 3 SECT 300MM SIG HD EA 15 114.33 1,715.00
1659 BKPLT 4 SECT 300MM T HEAD EA 4 167.50 670.00
1663 BKPLT 5 SECT 300MM SIG HD EA 7 187.28 1,311.00
1670 SIGNAL HEAD WITH STROBE EA 4 1,300.00 5,200.00
1699 300MM PEDESTRN SIGNAL HD EA 8 550.00 4,400.00
1710 SIGN EA 76 191.00 14,516.05
1715 INTERNL ILLUM BLKOUT SIGN EA 1 1,900.00 1,900.00
1726 12-7 TRAFFIC SIGNAL CABLE M 964 4.81 4,641.05
1736 UNDRGRD COMM CABLE 6 PR M 900 9.00 8,100.00
1740 AERIAL COMM CABLE ** PAIR M 1,374 6.39 8,782.08
1743 AERIAL COMM CABLE 6 PAIR M 320 16.00 5,120.00
1749 9.52MM GALVZD SPANWIRE M 3,315 5.34 17,707.85
1750 6.35MM GALVZD SPANWIRE M 365 4.72 1,724.80
1752 2 PH CONTROLLER & CABINET EA 1 4,860.00 4,860.00
1756 2-8 PH CONTRLR & CABINET EA 8 8,043.66 64,349.32
1766 INSTALL 2PH CNTRLR & CBNT EA 1 750.00 750.00
1758 INSTALL 2-8 PH CTRLR&CBNT EA 8 1,378.50 11,028.00
1764 MODIFY CNTROLER & CABINET EA 4 1,955.00 7,820.00
1774 INST ON-ST MSTR CONTR ETC EA 1 1,240.00 1,240.00
1769 CONC FOUNDTN CNTRLR CBNT EA 21 499.91 10,498.23
1772 INSTAL BEACON CNTRLR ASSM EA 1 900.00 900.00
1778 INDUCT LOOP 1.8 X ***M EA 1 358.00 358.00
1782 INDUCT LOOP 1.8 X 1.8M EA 196 252.18 49,427.40
1784 INDUCT LOOP 1.8 X 4.5M EA 1 325.00 325.00
1785 INDUCT LOOP 1.8 X 4.5M QD EA 2 829.50 1,659.00
1790 INDUCT LOOP 1.8 X 9.0M QD EA 2 780.00 1,560.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 19
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1792 INDUCT LOOP 1.8 X 12.0MQD EA 42 750.07 31,503.10
1794 INDUCT LOOP 1.8 X 18.0MQD EA 105 834.26 87,597.46
1802 LEAD-IN CBLE AERIAL INST M 9,996 2.63 26,288.94
1803 LEAD-IN CBLE UNDRGRD INST M 9,650 2.24 21,583.90
1805 50MM CONDUIT M 5,503 5.67 31,214.12
1809 TRENCHING (UNPAVED) M 6,416 5.45 34,976.57
1810 TRENCHING (PAVED) M 298 50.08 14,924.64
1815 PREF LP 1.8X***M ***M TAL EA 1 2,205.00 2,205.00
1819 2 CHNL DIGIT DETECT UNIT EA 117 267.10 31,250.80
1824 INST 2 CHNL DIGIT DETR EA 6 200.00 1,200.00
1825 PULL BOX EA 173 198.31 34,307.63
1830 WOOD POLE EA 113 556.83 62,921.54
1832 25MM RISER W/ WEATHERHEAD EA 25 271.58 6,789.59
1833 50MM RISER W/ WEATHERHEAD EA 98 266.83 26,149.10
1835 GUY ASSEMBLY EA 28 149.22 4,178.32
1828 PEDESTRIAN SIGNL PEDESTAL EA 2 1,100.00 2,200.00
1837 METAL STRAIN POLE EA 4 3,435.00 13,740.00
1849 FOUNDATION FOR METAL POLE EA 2 2,430.00 4,860.00
1854 REMOVE TRAFFIC SIGNAL EA 1 1,000.00 1,000.00
1812 OPEN-CUT ON PAVED ROAD M 20 138.60 2,772.00
2275 CM&R TEMP STR *********** LS 5 187,160.00 935,800.00
2278 REMV STR @ ************ LS 5 278,600.00 1,393,000.00
2284 REMV STR @ ************ LS 44 49,963.48 2,198,393.28
2293 REMV STR @ ************ LS 17 11,893.52 202,189.93
2297 FNDATION EXCAV M3 3,203.20 33.54 107,444.36
2303 FND EXCAV EB ** @ ******* LS 2 13,660.00 27,320.00
2306 FND EXCAV B** @ ********* LS 9 28,388.89 255,500.00
2308 ****MM DRILLD PIER NO ROC M 1,583.21 1,519.30 2,405,367.26
2309 ****MM DRILLD PIER IN ROC M 496.15 5,322.37 2,640,695.50
2312 UNCL STR EXCAV M3 11,656.50 14.58 169,995.16
2314 CULV EXCAV @ ************ LS 33 17,253.06 569,350.96
2317 FND COND MATL BOX CULV MTN 2,203.40 36.36 80,118.42
2323 REINF CONC DECK SLAB M2 82,581 145.01 11,975,515.70
2324 REINF CONC DECK SLAB LTWT M2 31,441.90 142.48 4,479,939.20
2325 GROOVING BRIDGE FLOORS M2 95,390.80 4.22 403,049.27
2329 CL AA CONC, BRIDGE M3 14,781.60 331.22 4,895,989.00
2330 CL A CONC, BRIDGE M3 7,849.10 483.22 3,792,855.44
2336 CL A CONC, CULVERT M3 6,439.04 443.19 2,853,756.30
2342 APPROACH SLABS ********** LS 63 16,718.58 1,053,270.72
2345 REINF STEEL (BRIDGE) KG 1,635,464 0.98 1,602,820.05
2348 EPOXY CTD REINF STL BRG KG 1,410,140 0.96 1,361,766.16
2354 SPIRAL COL REINF STL STR KG 142,382 2.28 324,807.85
2357 REINF STL CULV KG 601,956 1.11 665,922.95
2363 914MM PRESTR CONC GIRDERS M 1,193.45 273.27 326,142.28
2364 1143MM PRESTR CONC GIRDER M 9,914.11 299.27 2,966,963.13
2365 1372MM PRESTR CONC GIRDER M 12,203.42 360.44 4,398,640.47
2366 STRUCTURAL STEEL LS 3,060,591 1.97 6,025,872.21
2383 305MM PRESTR CONC PILES M 5,755 73.88 425,163.30
2386 508MM PRESTR CONC PILES M 5,015 131.44 659,162.19
2394 HP310X79 STL PILE M 16,478.70 75.62 1,246,163.17
2399 HP360X108 STL PILE M 2,625 104.35 273,934.00
2403 STEEL PILE POINTS EA 63 98.48 6,204.00
2400 PAINTING STL PILE ******* LS 7 15,157.14 106,100.00
2429 ONE BAR METAL RAIL M 391.59 158.01 61,877.64
2432 TWO BAR METAL RAIL M 6,075.59 155.51 944,825.36
2435 THREE BAR METAL RAIL M 273.02 339.58 92,714.19
2444 CONC BARRIER RAIL M 7,668.06 120.13 921,161.57
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 20
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2445 CONC MEDIAN BARRIER M 3,208.70 90.78 291,280.67
2447 ***X****MM CONC PARAPET M 6,513.73 85.26 555,375.21
2455 100MM SLOPE PROTECTION M2 15,938.30 38.46 613,048.05
2456 SURFACE PREPARATION I M2 4,821.50 11.00 53,036.50
2457 SURFACE PREPARATION IA M2 1,502.20 22.40 33,649.28
2458 SURFACE PREPARATION IB M2 2,772.70 5.00 13,863.50
2459 SURFACE PREPARATION II M2 748.20 145.00 108,489.00
2460 SURFACE PREPARATION III M2 45.40 290.00 13,166.00
2461 LATEX MOD CONC OVERLAY M3 202.10 650.00 131,365.00
2462 P&F LATEX MOD CONC OVRLAY M2 6,323.70 20.00 126,474.00
2467 PLAIN RIP RAP B MTN 140 35.00 4,900.00
2479 PLAIN RIP RAP II 600MM TK MTN 18,504 35.24 652,132.96
2477 RIP RAP FILTER FABRIC M2 360 1.75 630.00
2476 EROS CONTRL STONE CL B MTN 1,752 27.68 48,504.00
2473 POT BEARINGS LS 7 32,901.43 230,310.00
2475 ELASTOMERIC BEARINGS LS 43 14,649.47 629,927.29
2483 EVAZOTE JOINT SEALS LS 26 12,750.33 331,508.70
2484 STRIP SEALS LS 1 12,000.00 12,000.00
2487 EXPANSION JOINT SEALS LS 9 17,598.14 158,383.24
2488 MODULAR EXP JOINT SEALS LS 3 177,466.67 532,400.00
2490 PREFORMED COMP JOINT SEAL LS 10 4,132.70 41,327.00
2493 ELECT COND SYS ********** LS 4 7,807.50 31,230.00
2499 STR DRAIN SYS *********** LS 1 41,000.00 41,000.00
2505 914X457PRSTR C CORED SLB M 1,889.25 281.30 531,456.03
2508 914X533PRSTR C CORED SLB M 3,391.36 254.55 863,287.61
2511 RET ERTH WL ********** 2 LS 2 375,000.00 750,000.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 21
MISC. ITEMS NOT INCLUDED IN ABOVE ITEM LIST.
MISC. GRADING 1,757,769.21
MISC. DRAINAGE 328,911.14
MISC. PAVING 3,183,276.15
MISC. FENCING 22,435.50
MISC. BUILDINGS 4,686.00
MISC. LANDSCAPING 183,927.25
MISC. SIGNS 452,773.00
MISC. SIGNALIZATN 2,625,485.10
MISC. LIGHTING 386,920.00
MISC. UTILITIES 373,879.88
MISC. BRIDGES 10,869,609.54
MISC. OTHER 354,016.44
MISC. ELECTRICAL 263,191.03
TOTALS FOR ALL ITEMS IN EACH WORK GROUP.
TOTAL GRADING 48,102,316.86
TOTAL DRAINAGE 10,481,983.43
TOTAL PAVING 56,667,319.62
TOTAL FENCING 391,983.77
TOTAL BUILDINGS 95,181.41
TOTAL LANDSCAPING 7,576,664.31
TOTAL SIGNS 2,130,597.46
TOTAL SIGNALIZATN 3,429,693.39
TOTAL LIGHTING 804,882.80
TOTAL UTILITIES 2,128,452.91
TOTAL CULVERTS 4,371,338.56
TOTAL RETAIN WALLS 750,000.00
TOTAL BRIDGES 75,396,806.04
TOTAL OTHER 14,061,177.52
TOTAL ELECTRICAL 6,018,688.88
GRAND TOTAL 232,407,086.96
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 22
AVERAGE UNIT BIDS
DIVISION 01
DATE 9601-9612
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 1996 *****
04/01 B-1307 8.1100801 NORTHAMPT 503,578.33 RWY BRS 1,614 0.312 2 0 0 L B 2 1 10
04/02 B-1299 8.1100901 NORTHAMPT 425,798.69 RWY BRS 1,521 0.280 2 0 0 L B 2 1 10
04/03 B-1300 8.1101001 NORTHAMPT 575,741.12 RWY BRS 2,908 0.198 2 0 0 L B 2 1 10
04/04 B-1300 8.1101001 NORTHAMPT 656,139.86 BRG BRS A 0.092 4 854 15 L B 2 1 10 10+210.000 -
PROJECT TOTAL = 2,161,258.00 GLOVER CONSTRUCTION CO
***** MAR 1996 TOTAL = $2,161,258.00
***** JUL 1996 *****
06/01 B-2536 8.2040101 CURRITUCK 633,139.65 RWY BRZ 2,660 0.238 2 0 0 SLS U B 1 1 4
06/02 B-2536 8.2040101 CURRITUCK 670,115.10 BRG BRZ A 0.039 3 718 15 SLS U B 1 1 4 1+216.146-L-
PROJECT TOTAL = 1,303,254.75 T. A. LOVING COMPANY
***** JUL 1996 TOTAL = $1,303,254.75
***** SEP 1996 *****
17/01 R-2512 6.039002T CHOWAN 17,477,158.21 RWY 1,611 10.851 4 0 0 LS U B 1 1 3
17/02 R-2512 6.039002T CHOWAN 492,410.82 BRG A 0.000 4 845 61 LS U B 1 1 3 5+750.540 -L
17/03 R-2512 6.039002T CHOWAN 564,206.60 BRG A 0.093 5 845 15 LS U B 1 1 3 7+766.330 -L
17/04 R-2512 6.039002T CHOWAN 459,207.34 BRG A 0.048 3 547 61 LS U B 1 1 3 10+959.277 -
17/05 R-2512 6.039002T CHOWAN 836,297.97 BRG A 0.075 3 542 12 LS U B 1 1 3 14+197.297 -
17/06 R-2512 6.039002T CHOWAN 483,150.97 BRG A 0.000 4 845 61 LS U B 1 1 3 15+184.070 -
PROJECT TOTAL = 20,312,431.91 ENGLISH CONSTRUCTION C
32/01 R-2512 8.T010604 BERTIE 5,242,592.81 RWY DPI 5,301 0.989 4 0 0 L U B 1 1 1
32/02 R-2512 8.T010604 BERTIE 217,590.50 BRG DPI A 0.000 1 736 15 L U B 1 1 1 1+231.298-L-
32/03 R-2512 8.T010604 BERTIE 214,789.30 BRG DPI A 0.018 1 736 15 L U B 1 1 1 1+239.514-L-
32/04 R-2512 8.T010604 BERTIE 30,215,283.65 BRG DPI N 2.487 67 682 16 L U B 1 1 1 2+917.000-L-
32/05 R-2512 8.T010604 CHOWAN 3,275,692.88 BRG DPI A 0.406 24 845 19 L U B 1 1 3 4+500.790-L-
PROJECT TOTAL = 39,165,949.14 TIDEWATER CONSTRUCTION
***** SEP 1996 TOTAL = $59,478,381.05
GRAND TOTAL = $62,942,893.80
COST/PROJECT MILE = $3,903,193.21 TOTAL PROJECT MILES = 16.126
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 23
AVERAGE UNIT BIDS
DIVISION 01
DATE 9601-9612
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 4 765,787.50 3,063,150.00
2 CONSTRUCTION SURVEYING LS 1 92,900.00 92,900.00
3 FIELD OFFICE LS 1 29,100.00 29,100.00
7 CLEARING & GRUBBING LS 87.03 8,807.84 766,546.79
8 SUPP CLEARING & GRUBBING HA 4 11,456.00 45,824.00
15 UNCLASSIFIED EXCAVATION M3 186,591 4.48 836,927.60
18 REINF BRG APPR ********** LS 9 14,492.22 130,430.00
19 UNDERCUT EXCAVATION M3 47,220 5.36 253,047.60
21 GRADING LS 1 49,000.00 49,000.00
22 SUPP CLEARING & GRUBBING HA 0.40 270.00 108.00
23 UNDERCUT EXCAVATION M3 2,470 20.00 49,400.00
29 SELECT GRANULAR MATERIAL M3 19,700 6.53 128,600.00
31 SOIL STABILIZATION FABRIC M2 74,600 1.59 118,946.00
32 WICK DRAINS M2 59,700 1.90 113,251.00
37 BORROW EXCAVATION M3 1,180,700 5.61 6,620,145.00
41 EMB SETTLEMENT GAUGES EA 22 668.18 14,700.00
45 DRAINAGE DITCH EXCAVATION M3 6,265 5.41 33,884.50
50 BERM DITCH CONSTRUCTION M 15 34.00 510.00
60 REMOVAL OF ASPH PAVEM'T M2 45,700 2.75 125,803.50
63 PROOF ROLLING HR 60 150.00 9,000.00
64 TEMPORARY SHORING M2 750 122.00 91,500.00
74 FND CONDIT MAT'L MIN STR MTN 1,043 18.33 19,115.00
81 BEDDING MAT'L PIPE CULV MTN 1,043 18.33 19,115.00
89 375MM PLN CONC PIPE CULV M 90 70.52 6,346.87
90 450MM PLN CONC PIPE CULV M 7.20 79.00 568.80
96 375MM PARLL P RC END SECT EA 1 682.00 682.00
100 300MM RCP CULV CLASS III M 42 70.00 2,940.00
101 375MM RCP CULV CLASS III M 1,470 76.95 113,125.20
102 450MM RCP CULV CLASS III M 865.20 94.00 81,328.80
103 600MM RCP CULV CLASS III M 72 119.00 8,568.00
104 750MM RCP CULV CLASS III M 96 160.00 15,360.00
105 900MM RCP CULV CLASS III M 32.40 200.00 6,480.00
106 1050MM RCP CULV CLASS III M 54 253.00 13,662.00
107 1200MM RCP CULV CLASS III M 14.40 314.00 4,521.60
108 1350MM RCP CULV CLASS III M 16.80 370.00 6,216.00
109 1500MM RCP CULV CLASS III M 19.20 440.00 8,448.00
111 1800MM RCP CULV CLASS III M 107 750.00 80,250.00
119 450MM RCP CULV CLASS IV M 67.20 108.00 7,257.60
198 400MM CS PIPE CULV 1.63MM M 55.20 59.00 3,256.80
200 600MM CS PIPE CULV 1.63MM M 25 125.00 3,125.00
201 800MM CS PIPE CULV 2.01MM M 39.80 142.40 5,667.60
218 450MM CSP ELB 1.63MM EA 3 200.00 600.00
239 450MM BCCSP A 1.63 M 60 66.00 3,960.00
255 400MM BCCSP B 1.63 M 15.60 103.33 1,611.95
382 400MM BCCSP ELB B 1.63 EA 2 210.00 420.00
497 FINE GRADING LS 3 124,600.00 373,800.00
509 AGGREGATE BASE COURSE MTN 2,740 15.21 41,675.00
530 INCIDENTAL STONE BASE MTN 575 21.18 12,181.50
537 PRIME COAT L 7,830 0.60 4,698.00
540 MILLING ASPH PVMT ***MM M2 300 18.84 5,652.00
544 QMS ASPH PL MIX PAVEMENTS MTN 162,545 2.24 364,947.00
547 ASPHALT CEMENT PLANT MIX MTN 7,570 194.61 1,473,218.75
548 NON-STRIP ADDITIVE KG 37,850 1.51 57,179.80
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 24
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
552 ASPH CONC BASE CO TYPE HB MTN 64,910 26.05 1,690,916.50
560 ASPH CONC BIND CO H MTN 8,980 26.08 234,196.25
558 ASPH CONC BIND CO HDB MTN 29,700 27.02 802,632.00
563 ASPH CONC SURF CO I-1 MTN 14,780 27.17 401,587.00
568 ASPH CONC SURF CO HDS MTN 43,650 26.47 1,155,603.00
574 ASPH PLT MIX PVMT REPAIR MTN 525 103.71 54,449.00
657 RIGHT OF WAY MARKERS EA 25 84.00 2,100.00
659 PIPE REMOVAL M 447.80 20.80 9,316.60
662 SUBDRAIN EXCAVATION M3 1,450 5.05 7,324.00
663 SUBDR FINE AGGREGATE M3 775 27.61 21,399.50
665 150MM PERF SUBDR PIPE M 1,850 10.06 18,615.50
668 150MM SUBDR PIPE Y,T,&L'S EA 186 13.11 2,439.00
670 CONC PAD FOR SUBDRN OUTLT EA 13 145.61 1,893.00
672 150MM OUTLET PIPE (SD) M 26 29.61 770.00
686 METAL FUNNELS EA 22 429.82 9,456.00
688 300MM FUNNEL DRAIN PIPE M 361 47.64 17,199.08
690 300MM FUNNEL DRAIN ELBOWS EA 22 135.00 2,970.00
696 BRICK MASONRY ENDWALLS M3 2.10 780.00 1,638.00
697 REINF BRICK MASONRY EWALL M3 30 784.00 23,520.00
698 REINFORCING STEEL, EWALL KG 1,848 4.41 8,149.68
700 PIPE COLLARS M3 8.05 650.00 5,232.50
702 PIPE PLUGS M3 0.19 1,000.00 190.00
706 MASONRY DRAINAGE STRS EA 68 1,011.47 68,780.00
708 MASONRY DRAINAGE STRS M 0.50 1,000.00 500.00
724 FRM GRT&HD STD 840.03**** EA 9 300.00 2,700.00
728 FRM & GRT STD 840.13 EA 1 200.00 200.00
738 FRM & 2GRTS STD 840.22 EA 47 250.00 11,750.00
742 FRM & 2GRTS STD 840.24 EA 3 252.00 756.00
740 FRM W/2GRTS STD 840.36 EA 6 300.00 1,800.00
712 CONC APRON FOR DI EA 1 1,500.00 1,500.00
772 750MM CONC CURB & GUTTER M 1,310 10.00 13,100.00
776 SHLDR BERM GUTTER M 280 35.00 9,800.00
780 CONC FLUME EA 15 1,691.67 25,375.00
781 MODIFIED CONCRETE FLUME EA 1 2,310.00 2,310.00
787 CONC FUNNEL DRAIN APRON EA 3 1,500.00 4,500.00
793 150MM CONC DRIVEWAY M2 100 40.00 4,000.00
795 100MM CONC PAVED DITCH M2 25.20 50.24 1,266.05
805 125MM MONOLITHIC CONC ISL M2 1,225 41.22 50,491.40
811 75MM CORRUGATED CONC ISL M2 115 45.00 5,175.00
821 CONC BARRIER M 1,057 104.77 110,746.16
825 PC CONC BARRIER, SF M 67 132.00 8,844.00
829 ADJUSTMENT OF DROP INLETS EA 1 1,000.00 1,000.00
863 STL BM GRDRAIL M 8,321.04 43.45 361,561.00
864 STL BM GRDRAIL SHOP CURV M 11.43 50.00 571.50
867 3C STEEL BM GUARDRAIL M 28.09 33.00 927.17
868 3C STL GUARDRAIL TRM SECT EA 4 60.00 240.00
857 STL BM GRDRAIL TERM SECT EA 1 47.00 47.00
869 508MM TUBLR 3C STL BM GRD M 484.24 220.00 106,534.56
871 W-TR STL BM GRDRAIL TRANS EA 8 300.00 2,400.00
873 ADDIT GRDRAIL POSTS EA 40 38.50 1,540.00
876 GRDRAIL ANCHOR ********** EA 1 735.00 735.00
891 GRDRAIL ANCHOR CAT-1 EA 15 640.73 9,611.01
892 GRDRAIL ANCHOR MELT EA 76 1,265.59 96,185.00
911 GRDRAIL ANCHOR X EA 9 1,088.89 9,800.00
912 GRDRAIL ANCHOR XI EA 9 1,133.33 10,200.00
915 GRDRAIL ANCHOR XI (MOD) EA 4 1,200.00 4,800.00
913 GRDRAIL ANCHOR XII EA 1 1,200.00 1,200.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 25
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
914 GRDRAIL ANCHOR XIII EA 3 450.00 1,350.00
920 REMOVE GUARDRAIL M 900 4.74 4,267.20
923 R&STKPL GUARDRAIL M 2,522.22 3.97 10,021.82
933 WW WIRE FENCE 1200MM FABR M 2,905 9.57 27,792.05
939 100MM FENCE POSTS 2.30M EA 481 19.59 9,420.90
945 125MM FENCE POSTS 2.50M EA 125 34.83 4,354.00
985 ADDITIONAL BARBED WIRE M 500 2.50 1,250.00
996 WOVEN WIRE FENCE RESET M 350 15.00 5,250.00
1008 PLN RIP RAP CL I MTN 100 38.00 3,800.00
1010 PLN RIP RAP CL II MTN 955 60.00 57,300.00
1053 PLN RIP RAP, CLASS A MTN 100 36.00 3,600.00
1054 PLN RIP RAP, CLASS B MTN 513 37.55 19,265.92
43 FILTER FABRIC FOR DRAINGE M2 2,320 1.48 3,428.30
1101 BLDG REMOVAL ITEM **** LS 3 1.00 3.00
1523 RC SIGN FOOTINGS M3 39 800.00 31,200.00
1524 PLN CONC SIGN FOOTINGS M3 4 800.00 3,200.00
1526 BRKWY STL BEAM SIGN SUPPT KG 19,017 4.50 85,576.50
1527 SIMPLE STL BEAM SIGN SUPP KG 1,238 3.50 4,333.00
1528 4.5KG STEEL U-CHNL POST M 1,375 23.00 31,625.00
1529 3KG STEEL U-CHNL POST EA 14 40.00 560.00
1531 TYPE A SIGNS, ERECTION EA 42 500.00 21,000.00
1532 TYPE B SIGNS, ERECTION EA 29 300.00 8,700.00
1533 TYPE D SIGNS, ERECTION EA 31 100.00 3,100.00
1534 TYPE E SIGNS, ERECTION EA 110 70.00 7,700.00
1535 TYPE F SIGNS, ERECTION EA 55 120.00 6,600.00
1536 MILEMARKERS, ERECTION EA 14 30.00 420.00
1544 REMV & DISP SIGN 1 SUPP EA 1 50.00 50.00
1547 REMV & DISP SIGN 2 SUPP EA 14 75.00 1,050.00
1550 REMV & DISPOSE OF SUPP EA 30 55.00 1,650.00
1552 REMV & DISPOSE OF FOOTNGS EA 30 230.00 6,900.00
1584 ATTA OVRLAY TO A & B SIGN EA 2 300.00 600.00
1587 ERECT SIGN ON SUPPORT EA 2 450.00 900.00
1589 ERECT SIGN ON U POST EA 17 150.00 2,550.00
2199 WORK ZONE SIGNS (STAT) M2 225 56.69 12,755.85
2249 WORK ZONE SIGNS (PORT) M2 138 40.29 5,560.04
2205 WORK ZONE SIGNS (BARRICAD M2 55 45.53 2,504.08
2214 FLASHING ARROW PANELS EA 2 6,500.00 13,000.00
2251 WARNING FLAGS EA 2 50.00 100.00
2208 DRUMS EA 1,000 47.16 47,156.00
2204 CONES EA 500 26.82 13,412.00
2203 BARRICADES (TYPE III) M 480 55.26 26,526.00
2254 FLAGGER MD 2,310 58.67 135,530.00
2250 WARNING LIGHTS (TYPE B) EA 28 511.78 14,330.00
2231 TEMPORARY CRASH CUSHIONS EA 13 15,373.08 199,850.00
2232 CRASH CUSHION REPAIR PKG EA 6 3,499.67 20,998.00
2233 RESET CRASH CUSHION EA 2 2,000.00 4,000.00
2236 TRUCK MTD IMP ATTN 45 MPH EA 4 7,500.00 30,000.00
2239 TRUCK MTD IMPAC REP PKG EA 2 3,000.00 6,000.00
2186 PORTABLE BARRIER M 1,081 46.38 50,140.00
2185 PORT BARRIER, ANCHORED M 50 150.00 7,500.00
2260 RESET PORTABLE BARRIER M 396 19.00 7,526.00
2234 BACKFILL MATERIAL M 2,560 10.00 25,600.00
2045 100MM WHITE TAPE M 776 6.93 5,380.00
2048 100MM YELLOW TAPE M 402 5.00 2,010.00
2145 TEMP RAISED MRKS, CRYSTAL EA 105 10.50 1,102.50
2146 TEMP RAISED MRKS, C&R EA 510 4.50 2,295.00
2147 TEMP RAISED MRKS, Y&Y EA 1,450 4.92 7,142.50
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 26
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2173 GR DELINATRS, TEMP CRYSTL EA 45 6.07 273.00
2189 BARRIER DELIN TEMP,CRYSTL EA 155 8.50 1,317.00
2188 BARRIER DELIN TEMP, YELLO EA 10 9.00 90.00
2217 TEMP STEEL BM GUARDRAIL M 994.41 18.86 18,754.57
2222 GRDRAIL ANCH ************ EA 12 800.00 9,600.00
1863 100MM THERMO WHITE 2.3MM M 32,600 1.52 49,480.00
1864 100MM THERMO WHITE 3.0MM M 6,780 1.60 10,848.00
1867 200MM THERMO WHITE 2.3MM M 4,520 2.60 11,752.00
1871 100MM THERMO YELLOW 2.3MM M 31,600 1.30 41,080.00
1886 THERMO PVM MESG 'LT ARR' EA 4 80.00 320.00
1889 THERMO PVM SYMB 'RT ARR' EA 3 80.00 240.00
1892 THERMO PVM SYMB 'STR ARR' EA 38 80.00 3,040.00
1913 EPOXY LINES 100MM WHITE M 10,235 3.14 32,134.50
1920 EPOXY LINES 100MM YELLOW M 5,788 2.70 15,627.60
2023 PAINT MRKNS 100MM WHITE M 99,880 0.50 49,989.00
2042 PAINT MRKNS 600MM WHITE M 18 6.55 118.00
2026 PAINT MRKNS 100MM YELLOW M 101,746 0.49 49,703.70
2035 PAINT MRKNS 200MM YELLOW M 776 0.80 620.80
2092 PAINT PVMT SYMB 'LT ARR' EA 76 35.00 2,660.00
2095 PAINT PVMT SYMB 'RT ARR' EA 24 35.00 840.00
2098 PAINT PVMT SYMB 'STR ARR' EA 88 35.00 3,080.00
2104 PAINT PVMT SYMB 'STR & RT EA 16 55.00 880.00
2142 REMVL OF 100MM LINES M 3,100 3.00 9,300.00
2013 CURING COMPD REMOVAL LINE M 3,000 3.15 9,450.00
2149 PERM RAISED MRKS, CRYSTAL EA 500 6.30 3,150.00
2151 PERM RAISED MRKS, C&R EA 2,167 5.00 10,835.00
2152 PERM RAISED MRKS, Y&Y EA 1,040 5.69 5,915.00
2170 GR DELINATRS, PERM CRYSTL EA 668 6.89 4,606.00
2164 GR DELINATRS, PERM YELLOW EA 203 8.11 1,647.00
2167 BARRIER DELIN PERM, CRYST EA 833 8.48 7,062.50
2166 BARRIER DELIN PERM, YELLW EA 1,079 8.50 9,171.50
2165 GRDRL END DELINEATION EA 95 38.48 3,656.00
2193 OBJECT MARKERS (TYPE 3) EA 44 140.00 6,160.00
1403 FND CONDIT MAT'L ******** MTN 61 31.56 1,925.00
1213 BEDDN MAT'L CL ********** MTN 41 25.00 1,025.00
1234 150MM DI H2O PIPE 2.41MPA M 268 84.39 22,617.00
1228 DI RES JT H2O PIPE FITNGS KG 150 11.00 1,650.00
1278 150MM PVC H2O P SD21 1.38 M 140 50.00 7,000.00
1293 DI H2O FITTINGS 1.72MPA KG 306 11.00 3,366.00
1081 TEMPORARY SILT FENCE M 8,450 8.48 71,703.60
1097 EROS CONTRL STONE CL A MTN 120 38.48 4,618.00
1098 EROS CONTRL STONE CL B MTN 4,540 37.79 171,589.05
1089 SEDIMENT CONTROL STONE MTN 1,779 36.62 65,151.50
1075 TEMPORARY MULCHING HA 65.50 951.83 62,345.00
1059 SEED FOR TEMP SEEDING KG 4,275 6.60 28,202.50
1060 FERT FOR TEMP SEEDING MTN 34.50 611.22 21,087.00
1076 TEMPORARY SLOPE DRAINS M 1,605 26.82 43,047.40
1077 INLET PROTCN @ TSD'S EA 120 261.36 31,363.01
52 SILT EXCAVATION M3 31,845 5.70 181,631.70
1056 SYNTHETIC ROVING M2 19,400 1.89 36,621.00
1067 MATTING FOR EROS CONTROL M2 13,450 1.90 25,590.50
1091 6.4MM HARDWARE CLOTH M 133 26.74 3,556.20
1057 SEEDING & MULCHING HA 102 2,494.12 254,400.00
1058 MOWING HA 34.50 89.56 3,090.00
1061 SEED FOR REPAIR SEEDING KG 800 13.98 11,186.25
1062 FERT FOR REPAIR SEEDING MTN 3.25 814.31 2,646.50
1063 SEED FOR SUPP SEEDING KG 2,850 4.16 11,849.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 27
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1065 SODDING M2 9,445 7.62 71,964.00
1066 WATER KL 242 78.90 19,093.15
1068 FERTILIZER TOPDRESSING MTN 171.50 357.89 61,379.02
1095 SPECIALIZED HAND MOWING HR 65 42.61 2,770.00
1096 RESPONSE FOR EROS CONTRL EA 36 227.50 8,190.00
2716 WAXMYRTLE EA 106 16.80 1,780.80
2822 SHRUB REFORESTATION M2 2.65 3,216.98 8,525.00
2834 MULCH FOR PLANTING M3 175 31.50 5,512.50
2836 WATER FOR PLANTING KL 10 315.00 3,150.00
2837 PLANT BED FUMIGATION M2 1,750 2.27 3,972.50
1599 3 SECT 300MM SIGNAL HEAD EA 4 760.00 3,040.00
1749 9.52MM GALVZD SPANWIRE M 26 6.60 171.60
1750 6.35MM GALVZD SPANWIRE M 210 5.90 1,239.00
1752 2 PH CONTROLLER & CABINET EA 1 4,860.00 4,860.00
1792 INDUCT LOOP 1.8 X 12.0MQD EA 2 1,680.00 3,360.00
1802 LEAD-IN CBLE AERIAL INST M 240 4.14 993.60
1803 LEAD-IN CBLE UNDRGRD INST M 60 4.14 248.40
1809 TRENCHING (UNPAVED) M 60 6.00 360.00
1819 2 CHNL DIGIT DETECT UNIT EA 1 375.00 375.00
1830 WOOD POLE EA 6 920.00 5,520.00
1832 25MM RISER W/ WEATHERHEAD EA 1 325.00 325.00
1833 50MM RISER W/ WEATHERHEAD EA 2 375.00 750.00
2278 REMV STR @ ************ LS 1 1,000,000.00 1,000,000.00
2284 REMV STR @ ************ LS 3 44,268.67 132,806.00
2293 REMV STR @ ************ LS 2 20,000.00 40,000.00
2297 FNDATION EXCAV M3 798 16.00 12,768.00
2312 UNCL STR EXCAV M3 329 8.57 2,819.53
2323 REINF CONC DECK SLAB M2 40,039.90 137.95 5,523,478.70
2324 REINF CONC DECK SLAB LTWT M2 29,168.40 138.00 4,025,239.20
2325 GROOVING BRIDGE FLOORS M2 58,702 1.88 110,344.95
2329 CL AA CONC, BRIDGE M3 14,761.40 328.64 4,851,145.00
2330 CL A CONC, BRIDGE M3 895.90 369.11 330,682.46
2342 APPROACH SLABS ********** LS 11 13,586.36 149,450.00
2345 REINF STEEL (BRIDGE) KG 599,530 0.85 508,886.00
2348 EPOXY CTD REINF STL BRG KG 1,410,140 0.96 1,361,766.16
2354 SPIRAL COL REINF STL STR KG 5,156 1.59 8,198.04
2363 914MM PRESTR CONC GIRDERS M 204.84 333.47 68,308.00
2364 1143MM PRESTR CONC GIRDER M 4,060.94 325.66 1,322,479.81
2365 1372MM PRESTR CONC GIRDER M 8,441.20 350.45 2,958,241.28
2366 STRUCTURAL STEEL LS 972,850 2.04 1,985,000.00
2383 305MM PRESTR CONC PILES M 4,622 71.05 328,400.80
2386 508MM PRESTR CONC PILES M 5,015 131.44 659,162.19
2394 HP310X79 STL PILE M 281 75.00 21,075.00
2399 HP360X108 STL PILE M 595 90.00 53,550.00
2400 PAINTING STL PILE ******* LS 1 20,000.00 20,000.00
2429 ONE BAR METAL RAIL M 29.87 157.41 4,703.10
2432 TWO BAR METAL RAIL M 5,810.89 154.42 897,319.02
2444 CONC BARRIER RAIL M 960.34 149.42 143,498.94
2445 CONC MEDIAN BARRIER M 2,901.92 80.95 234,910.43
2447 ***X****MM CONC PARAPET M 5,857.33 80.45 471,210.34
2455 100MM SLOPE PROTECTION M2 4,286 36.00 154,296.00
2479 PLAIN RIP RAP II 600MM TK MTN 1,946 42.70 83,092.00
2476 EROS CONTRL STONE CL B MTN 996 32.00 31,872.00
2473 POT BEARINGS LS 1 73,960.00 73,960.00
2475 ELASTOMERIC BEARINGS LS 4 52,100.00 208,400.00
2483 EVAZOTE JOINT SEALS LS 2 39,630.00 79,260.00
2487 EXPANSION JOINT SEALS LS 2 18,515.00 37,030.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 28
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2488 MODULAR EXP JOINT SEALS LS 1 482,400.00 482,400.00
2490 PREFORMED COMP JOINT SEAL LS 3 4,514.67 13,544.00
2505 914X457PRSTR C CORED SLB M 534.24 300.00 160,272.00
MISC. ITEMS NOT INCLUDED IN ABOVE ITEM LIST.
MISC. GRADING 1,332,144.80
MISC. DRAINAGE 43,928.78
MISC. PAVING 13,139.90
MISC. LANDSCAPING 16,258.00
MISC. SIGNS 1,680.00
MISC. UTILITIES 2,945.00
MISC. BRIDGES 9,575,316.04
MISC. OTHER 29,140.00
TOTALS FOR ALL ITEMS IN EACH WORK GROUP.
TOTAL GRADING 11,187,822.65
TOTAL DRAINAGE 1,024,055.51
TOTAL PAVING 7,223,717.36
TOTAL FENCING 42,816.95
TOTAL BUILDINGS 5,253.00
TOTAL LANDSCAPING 1,073,507.40
TOTAL SIGNS 219,394.50
TOTAL SIGNALIZATN 21,242.60
TOTAL UTILITIES 40,528.00
TOTAL CULVERTS 40,000.00
TOTAL BRIDGES 38,084,884.99
TOTAL OTHER 3,309,218.30
TOTAL ELECTRICAL 670,452.54
GRAND TOTAL 62,942,893.80
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 29
AVERAGE UNIT BIDS
DIVISION 02
DATE 9601-9612
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 1996 *****
01/01 R-525E 8.T221003 GREENE 1,037,506.16 RWY NHF 1,328 0.781 0 0 0 LS C B 1 2 18
01/02 R-525E 8.T221003 GREENE 44,395.30 CLV NHF 0.004 1 202 2 LS C B 1 2 18 1+502.400 -L
01/03 R-525E 8.T221003 GREENE 610,058.94 BRG NHF I 0.090 4 754 61 LS C B 1 2 18 1+945.679 -L
PROJECT TOTAL = 1,691,960.40 S. T. WOOTEN CORPORATI
***** FEB 1996 TOTAL = $1,691,960.40
***** JUN 1996 *****
06/01 U-3317 9.8022034 PITT 424,252.06 RWY 1,119 0.379 2 614 0 L 1 2 22
PROJECT TOTAL = 424,252.06 LANIER CONSTRUCTION CO
***** JUN 1996 TOTAL = $424,252.06
***** JUL 1996 *****
01/01 R-526G 8.T187407 PITT 4,487,544.93 RWY NHF 1,733 2.590 4 0 0 LS U C B 1 2 22
01/02 R-526G 8.T187407 PITT 1,830.18 RWY NHF 0.000 0 0 0 LS U C B 1 2 22 BELL ARTHUR
01/03 R-526G 8.T187407 PITT 21,997.56 CLV NHF 0.000 1 201 4 LS U C B 1 2 22 24+78.811-Y2
01/04 R-526G 8.T187407 PITT 25,211.12 CLV NHF 0.000 1 201 3 LS U C B 1 2 22 114+76.895-L
01/05 R-526G 8.T187407 PITT 611,106.60 BRG NHF I 0.000 2 854 11 LS U C B 1 2 22 107+39.447-L
01/06 R-526G 8.T187407 PITT 498,121.75 BRG NHF I 0.000 2 854 11 LS U C B 1 2 22 109+39.958-L
PROJECT TOTAL = 5,645,812.14 BARNHILL CONTRACTING C
***** JUL 1996 TOTAL = $5,645,812.14
GRAND TOTAL = $7,762,024.60
COST/PROJECT MILE = $2,019,257.18 TOTAL PROJECT MILES = 3.844
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 30
AVERAGE UNIT BIDS
DIVISION 02
DATE 9601-9612
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 3 129,000.00 387,000.00
7 CLEARING & GRUBBING LS 4 35,875.00 143,500.00
8 SUPP CLEARING & GRUBBING HA 1.20 6,650.00 7,980.00
15 UNCLASSIFIED EXCAVATION M3 28,950 5.17 149,780.00
18 REINF BRG APPR ********** LS 2 17,500.00 35,000.00
19 UNDERCUT EXCAVATION M3 4,375 4.08 17,843.75
29 SELECT GRANULAR MATERIAL M3 4,030 6.31 25,445.00
31 SOIL STABILIZATION FABRIC M2 4,000 1.02 4,100.00
37 BORROW EXCAVATION M3 515,100 3.81 1,961,970.00
41 EMB SETTLEMENT GAUGES EA 8 350.00 2,800.00
45 DRAINAGE DITCH EXCAVATION M3 6,350 2.91 18,500.00
60 REMOVAL OF ASPH PAVEM'T M2 9,910 1.29 12,811.50
61 REMOVAL OF CONC PAVEM'T M2 130 9.00 1,170.00
74 FND CONDIT MAT'L MIN STR MTN 495 17.84 8,832.50
81 BEDDING MAT'L PIPE CULV MTN 495 15.44 7,645.00
100 300MM RCP CULV CLASS III M 7.20 70.00 504.00
101 375MM RCP CULV CLASS III M 330 72.29 23,855.59
102 450MM RCP CULV CLASS III M 366 75.04 27,463.38
103 600MM RCP CULV CLASS III M 308.40 95.69 29,511.50
104 750MM RCP CULV CLASS III M 64.80 125.90 8,158.32
105 900MM RCP CULV CLASS III M 50.40 157.62 7,944.05
106 1050MM RCP CULV CLASS III M 117.60 222.77 26,197.75
107 1200MM RCP CULV CLASS III M 26.40 225.00 5,940.00
108 1350MM RCP CULV CLASS III M 161.10 285.16 45,939.38
110 1650MM RCP CULV CLASS III M 7.20 478.63 3,446.14
120 600MM RCP CULV CLASS IV M 66 96.22 6,350.52
123 1050MM RCP CULV CLASS IV M 56.40 222.49 12,548.44
151 375MM RCP FES EA 1 260.00 260.00
146 450MM X PIPE RC END SECT EA 1 522.50 522.50
494 150MM SLOPE PROTECTION M2 142 38.00 5,396.00
497 FINE GRADING LS 3 54,075.00 162,225.00
498 SEALING PAVEMENT CRACKS KG 3,750 3.85 14,437.50
509 AGGREGATE BASE COURSE MTN 19,010 14.19 269,792.00
530 INCIDENTAL STONE BASE MTN 410 15.05 6,172.50
544 QMS ASPH PL MIX PAVEMENTS MTN 26,020 1.21 31,607.75
547 ASPHALT CEMENT PLANT MIX MTN 1,457 158.81 231,391.50
548 NON-STRIP ADDITIVE KG 7,285 1.06 7,722.80
552 ASPH CONC BASE CO TYPE HB MTN 960 52.71 50,604.00
560 ASPH CONC BIND CO H MTN 12,295 33.55 412,530.00
563 ASPH CONC SURF CO I-1 MTN 12,540 32.60 408,834.75
574 ASPH PLT MIX PVMT REPAIR MTN 225 105.83 23,812.50
659 PIPE REMOVAL M 68 23.91 1,626.24
662 SUBDRAIN EXCAVATION M3 446 8.59 3,831.90
663 SUBDR FINE AGGREGATE M3 337 26.54 8,945.00
665 150MM PERF SUBDR PIPE M 800 10.06 8,050.00
668 150MM SUBDR PIPE Y,T,&L'S EA 81 15.42 1,249.50
670 CONC PAD FOR SUBDRN OUTLT EA 6 166.67 1,000.00
672 150MM OUTLET PIPE (SD) M 11.20 16.34 183.00
678 SHLDR DRAINS M 895 7.22 6,461.90
679 100MM SHLDR DRAINS PIPE M 895 3.61 3,230.95
680 CONC PAD SHLDR DRAIN OUTL EA 12 225.00 2,700.00
681 100MM OUTLET PIPE (SH DRN M 82 11.48 941.36
686 METAL FUNNELS EA 6 395.00 2,370.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 31
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
688 300MM FUNNEL DRAIN PIPE M 188 42.97 8,077.92
690 300MM FUNNEL DRAIN ELBOWS EA 8 139.00 1,112.00
694 CONC EWALLS CLASS A M3 11.40 810.00 9,234.00
695 CONC EWALLS CLASS B M3 4.60 735.00 3,381.00
696 BRICK MASONRY ENDWALLS M3 13.10 719.20 9,421.52
698 REINFORCING STEEL, EWALL KG 759 3.61 2,737.46
700 PIPE COLLARS M3 12.65 783.49 9,911.10
702 PIPE PLUGS M3 2.42 673.59 1,630.10
706 MASONRY DRAINAGE STRS EA 20 864.75 17,295.00
707 MASONRY DRAINAGE STRS M3 8.70 674.83 5,871.00
708 MASONRY DRAINAGE STRS M 1.15 656.00 754.40
724 FRM GRT&HD STD 840.03**** EA 10 350.00 3,500.00
730 FRM & 2GRTS STD 840.16 EA 2 275.00 550.00
738 FRM & 2GRTS STD 840.22 EA 4 293.75 1,175.00
748 FRM W/GOVER STD 840.54 EA 5 275.00 1,375.00
772 750MM CONC CURB & GUTTER M 850 50.40 42,840.00
776 SHLDR BERM GUTTER M 190 23.00 4,370.00
780 CONC FLUME EA 3 1,066.67 3,200.00
787 CONC FUNNEL DRAIN APRON EA 2 800.00 1,600.00
789 100MM CONC SIDEWALK M2 1,140 33.75 38,475.00
791 CONC WHEELCHAIR RAMPS M2 192 42.00 8,064.00
793 150MM CONC DRIVEWAY M2 119 37.53 4,466.28
825 PC CONC BARRIER, SF M 30 200.00 6,000.00
827 ADJUSTMENT OF CATCH BASIN EA 1 400.00 400.00
831 ADJUSTMENT OF MANHOLES EA 5 400.00 2,000.00
833 ADJUSTMT OF MB & VALVE BX EA 3 125.00 375.00
863 STL BM GRDRAIL M 3,349.01 34.98 117,139.17
864 STL BM GRDRAIL SHOP CURV M 297.18 41.00 12,184.38
873 ADDIT GRDRAIL POSTS EA 15 35.67 535.00
876 GRDRAIL ANCHOR ********** EA 2 1,000.00 2,000.00
891 GRDRAIL ANCHOR CAT-1 EA 9 558.33 5,025.00
892 GRDRAIL ANCHOR MELT EA 32 1,075.00 34,400.00
911 GRDRAIL ANCHOR X EA 2 1,100.00 2,200.00
912 GRDRAIL ANCHOR XI EA 4 987.50 3,950.00
913 GRDRAIL ANCHOR XII EA 1 875.00 875.00
914 GRDRAIL ANCHOR XIII EA 1 300.00 300.00
920 REMOVE GUARDRAIL M 905 3.95 3,576.85
933 WW WIRE FENCE 1200MM FABR M 1,353 5.85 7,912.75
939 100MM FENCE POSTS 2.30M EA 295 15.98 4,713.00
945 125MM FENCE POSTS 2.50M EA 82 31.95 2,620.00
985 ADDITIONAL BARBED WIRE M 75 3.30 247.50
1008 PLN RIP RAP CL I MTN 341 28.40 9,684.50
1054 PLN RIP RAP, CLASS B MTN 409 28.42 11,624.00
43 FILTER FABRIC FOR DRAINGE M2 1,626 1.68 2,731.03
1523 RC SIGN FOOTINGS M3 17 761.76 12,950.00
1524 PLN CONC SIGN FOOTINGS M3 3 783.33 2,350.00
1526 BRKWY STL BEAM SIGN SUPPT KG 8,280 4.54 37,614.50
1527 SIMPLE STL BEAM SIGN SUPP KG 1,566 3.34 5,234.50
1528 4.5KG STEEL U-CHNL POST M 592 20.73 12,272.00
1529 3KG STEEL U-CHNL POST EA 14 35.14 492.00
1531 TYPE A SIGNS, ERECTION EA 16 484.37 7,750.00
1532 TYPE B SIGNS, ERECTION EA 23 237.61 5,465.00
1533 TYPE D SIGNS, ERECTION EA 17 95.70 1,627.00