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 0001-0012
COMPLETE FILE FOR THIS PERIOD
PROPOS T.I.P. PROJECT COUNTY $ TOTAL JOB FUND THOU$ PROJ DESCRIPTION WORK TYPES AREA CNTY LOCATION
NO/BRK NO. /MILE MILES NO. CD1 CD2 GDPFSLSLURACWB DIVS
***** JAN 2000 *****
01/01 R-2219 8.T520809 CHATHAM 4,762,346.31 RWY STP 842 5.658 2 0 0 LS U C 2 8 52
01/02 R-2219 8.T520809 CHATHAM 72,729.20 CLV STP 0.000 1 202 4 LS U C 2 8 52 23+55.102 -L
PROJECT TOTAL = 4,835,075.51 LEE PAVING COMPANY
02/01 R-2123 8.U671614 MECKLENBG 9,625,037.25 RWY NHF 2,571 3.744 4 656 3 SLS UR C B 2 10 67
02/02 R-2123 8.U671614 MECKLENBG 456,589.80 RWY NHF 0.000 0 0 0 SLS UR C B 2 10 67 CMUD
02/03 R-2123 8.U671614 MECKLENBG 202,880.60 CLV NHF 0.000 1 1 15 SLS UR C B 2 10 67 422+79.000-L
02/04 R-2123 8.U671614 MECKLENBG 402,590.80 CLV NHF 0.009 1 2 8 SLS UR C B 2 10 67 447+70.000-L
02/05 R-2123 8.U671614 MECKLENBG 656,671.77 BRG NHF I 0.000 2 660 11 SLS UR C B 2 10 67 416+44.657-L
02/06 R-2123 8.U671614 MECKLENBG 1,175,023.44 BRG NHF I 0.000 4 567 21 SLS UR C B 2 10 67 430+60.000-L
02/07 R-2123 8.U671614 MECKLENBG 1,408,042.38 BRG NHF I 0.000 2 665 11 SLS UR C B 2 10 67 431+51.235-L
PROJECT TOTAL = 13,926,836.04 DIXIE GRADING & EQUIPM
***** JAN 2000 TOTAL = $18,761,911.55
***** FEB 2000 *****
01/01 R-2538 8.1471101 ALAMANCE 6,151,893.78 RWY STP 1,260 4.883 5 632 0 S U C B 2 7 47
01/02 R-2538 8.1471101 ALAMANCE 221,506.10 RWY STP 0.000 0 0 0 S U C B 2 7 47 GRAHAM COST
01/03 R-2538 8.1471101 ALAMANCE 19,668.50 RWY STP 0.000 0 0 0 S U C B 2 7 47 RAYCO COST
01/04 R-2538 8.1471101 ALAMANCE 16,615.92 RWY STP 0.000 0 0 0 S U C B 2 7 47 ORANGE-AL
01/05 R-2538 8.1471101 ALAMANCE 9,319.05 CLV STP 0.010 1 0 1 S U C B 2 7 47 16+73.492-L-
01/06 R-2538 8.1471101 ALAMANCE 111,100.00 WAL STP 0.000 1 0 0 S U C B 2 7 47 35+29.696-L-
01/07 R-2538 8.1471101 ALAMANCE 1,684,903.64 BRG STP Q 0.111 4 854 15 S U C B 2 7 47 32+55.615-L-
01/08 R-2538 8.1471101 ALAMANCE 619,381.40 BRG STP Q 0.052 3 892 15 S U C B 2 7 47 38+23.681-L-
PROJECT TOTAL = 8,834,388.39 THOMPSON-ARTHUR PAVING
02/01 I-2402 8.U492305 GUILFORD 39,041,771.57 RWY HP 5,384 7.251 4 692 0 S C B 2 7 49
02/02 I-2402 8.U492305 GUILFORD 453,028.62 RWY HP 0.000 0 0 0 S C B 2 7 49 GREENSBORO
02/03 I-2402 8.U492305 GUILFORD 90,358.12 CLV HP 0.000 1 1 9 S C B 2 7 49 72+50.500 -L
02/04 I-2402 8.U492305 GUILFORD 89,360.72 CLV HP 0.000 1 1 8 S C B 2 7 49 107+35.500-L
02/05 I-2402 8.U492305 GUILFORD 1,632,279.38 CLV HP 0.000 1 202 15 S C B 2 7 49 247+55.50-Y1
02/06 I-2402 8.U492305 GUILFORD 44,234.58 CLV HP 0.000 1 202 3 S C B 2 7 49 19+25.00-Y14
02/07 I-2402 8.U492305 GUILFORD 1,232,002.66 BRG HP I 0.000 2 660 11 S C B 2 7 49 77+53.148-L-
02/08 I-2402 8.U492305 GUILFORD 1,226,079.52 BRG HP Q 0.080 2 671 14 S C B 2 7 49 90+95.064-LL
02/09 I-2402 8.U492305 GUILFORD 1,129,550.33 BRG HP Q 0.000 2 671 14 S C B 2 7 49 90+95.064-LR
02/10 I-2402 8.U492305 GUILFORD 1,229,344.23 BRG HP Q 0.089 3 655 11 S C B 2 7 49 114+54.813-L
02/11 I-2402 8.U492305 GUILFORD 1,180,685.59 BRG HP Q 0.000 3 655 11 S C B 2 7 49 114+54.813-L
02/12 I-2402 8.U492305 GUILFORD 987,145.96 BRG HP Q 0.000 3 655 11 S C B 2 7 49 19+80.68-14L
02/13 I-2402 8.U492305 GUILFORD 870,570.89 BRG HP I 0.000 3 603 11 S C B 2 7 49 17+36.13-14F
02/14 I-2402 8.U492305 GUILFORD 800,499.02 BRG HP I 0.000 2 680 11 S C B 2 7 49 120+61.474-L
02/15 I-2402 8.U492305 GUILFORD 616,523.60 BRG HP I 0.000 2 660 11 S C B 2 7 49 135+46.531-L
02/16 I-2402 8.U492305 GUILFORD 835,043.10 BRG HP I 0.000 3 603 11 S C B 2 7 49 20+88.83-14F
PROJECT TOTAL = 51,458,477.89 BARNHILL CONTRACTING C
03/01 U-3861 8.1674801 MECKLENBG 491,138.30 RWY STP 1,292 0.380 5 612 0 S 2 10 67
03/02 U-3861 8.1674801 MECKLENBG 99,782.00 RWY STP 0.000 0 0 0 S 2 10 67 CMUD
PROJECT TOTAL = 590,920.30 SEALAND CONTRACTORS CO
04/01 U-2530 8.1792202 CATAWBA 4,623,976.15 RWY MA 2,009 2.302 2 0 0 C B 2 12 79
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
04/02 U-2530 8.1792202 CATAWBA 34,873.50 ICH MA 0.000 0 0 0 C B 2 12 79 HICKORY COST
04/03 U-2530 8.1792202 CATAWBA 111,649.80 CLV MA 0.000 1 1 3 C B 2 12 79 20+20.000 -L
04/04 U-2530 8.1792202 CATAWBA 1,889,685.11 BRG MA Q 0.107 3 668 15 C B 2 12 79 15+86.500 -L
04/05 U-2530 8.1792202 CATAWBA 91,205.62 BRG MA 0.000 4 98 11 C B 2 12 79 26+59.275 -L
PROJECT TOTAL = 6,751,390.18 ENGLISH CONSTRUCTION C
***** FEB 2000 TOTAL = $67,635,176.76
***** MAR 2000 *****
01/01 U-3116 9.8039075 NEW HANOV 5,943,937.47 RWY 3,232 1.839 1 0 0 S C 1 3 25
01/02 U-3116 9.8039075 NEW HANOV 349,389.00 RWY 0.000 0 0 0 S C 1 3 25 WILMINGTON
01/03 U-3116 9.8039075 NEW HANOV 259,667.00 CLV 0.008 1 2 2 S C 1 3 25 26+40.500-L-
PROJECT TOTAL = 6,552,993.47 BARRUS CONSTRUCTION CO
02/01 U-2406 8.2471102 ALAMANCE 5,449,287.01 RWY STP 1,122 4.857 2 212 0 L C 2 7 47
02/02 U-2406 8.2471102 ALAMANCE 1,768.20 RWY STP 0.000 0 0 0 L C 2 7 47 TN OF ELONCO
02/03 U-2406 8.2471102 ALAMANCE 86,206.00 CLV STP 0.000 1 1 4 L C 2 7 47 44+39.104 L
PROJECT TOTAL = 5,537,261.21 TRIANGLE GRADING & PAV
03/01 R-2808 8.2571101 RANDOLPH 2,327,738.09 RWY STP 4,485 0.519 3 0 0 LS U B 2 8 57
03/02 R-2808 8.2571101 RANDOLPH 61,926.55 RWY STP 0.000 0 0 0 LS U B 2 8 57 DAVIDSON WAT
03/03 R-2808 8.2571101 RANDOLPH 948,912.65 BRG STP Q 0.079 4 854 11 LS U B 2 8 57 13+70.339-L
03/04 R-2808 8.2571101 RANDOLPH 58,000.00 BRG STP 0.000 0 0 0 LS U B 2 8 57 NORTH STATE
PROJECT TOTAL = 3,396,577.29 HAYMES BROTHERS, INC.
04/01 U-2833 8.2662501 CABARRUS 2,456,531.79 RWY MA 1,437 1.710 5 0 0 2 10 66
04/02 U-2833 8.2662501 CABARRUS 350,745.64 RWY MA 0.000 0 0 0 2 10 66 KANNAPOLIS
PROJECT TOTAL = 2,807,277.43 APAC-CAROLINA, INC., P
05/01 R-2596 6.879001B MCDOWELL 15,206,835.50 RWY 2,491 6.105 4 672 0 LS C 3 13 87
05/02 R-2596 6.879001B MCDOWELL 25,724.70 CLV 0.000 1 201 2 LS C 3 13 87 1+151.5 -L-R
05/03 R-2596 6.879001B MCDOWELL 192,669.40 CLV 0.000 1 1 10 LS C 3 13 87 1+933.5 -L-R
05/04 R-2596 6.879001B MCDOWELL 145,440.70 CLV 0.000 1 1 6 LS C 3 13 87 2+984.5 -L-R
05/05 R-2596 6.879001B MCDOWELL 161,795.80 CLV 0.000 1 2 3 LS C 3 13 87 3+641.5 -L-R
05/06 R-2596 6.879001B MCDOWELL 61,155.80 CLV 0.000 1 201 3 LS C 3 13 87 4+968.4 -L-R
05/07 R-2596 6.879001B MCDOWELL 264,665.50 CLV 0.013 1 204 1 LS C 3 13 87 5+681.0 -L-R
05/08 R-2596 6.879001B MCDOWELL 130,000.00 WAL 0.000 1 0 0 LS C 3 13 87 4+670.0 -L-R
PROJECT TOTAL = 16,188,287.40 VECELLIO & GROGAN, INC
***** MAR 2000 TOTAL = $34,482,396.80
***** APR 2000 *****
01/01 U-2824 8.2404002 WAKE 5,073,805.78 RWY STP 1,862 2.725 4 0 0 2 5 40
01/02 U-2824 8.2404002 WAKE 242,294.50 RWY STP 0.000 0 0 0 2 5 40 RALEIGH COST
PROJECT TOTAL = 5,316,100.28 REA CONSTRUCTION COMPA
02/01 U-3344 9.8051710 WAKE 3,862,516.60 RWY 1,551 2.490 5 0 0 S U C 2 5 40
02/02 U-3344 9.8051710 WAKE 113,113.75 CLV 0.000 1 202 6 S U C 2 5 40 31+91.51
02/03 U-3344 9.8051710 WAKE 213,640.00 CLV 0.010 1 203 4 S U C 2 5 40 36+74.065
PROJECT TOTAL = 4,189,270.35 BLYTHE CONSTRUCTION, I
05/01 R-2562 6.429002B CUMBERLAN 8,793,441.12 RWY 927 9.486 2 0 0 S C B 1 6 44
05/02 R-2562 6.449001B CUMBERLAN 9,024,399.32 RWY 821 10.988 2 0 0 S C B 1 6 44
05/03 R-2562 6.429002B CUMBERLAN 110,867.36 CLV 0.000 1 202 7 S C B 1 6 44 313+925.159L
05/04 R-2562 6.429002B BLADEN 80,272.34 CLV 0.000 1 201 9 S C B 1 6 42 319+673.126L
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
05/05 R-2562 6.449001B CUMBERLAN 195,440.55 CLV 0.008 1 202 2 S C B 1 6 44 63+70.004 LR
05/06 R-2562 6.449001B CUMBERLAN 1,259,001.15 BRG Q 0.102 4 854 15 S C B 1 6 44 25+36.132 SB
05/07 R-2562 6.449001B CUMBERLAN 1,106,361.40 BRG Q 0.000 4 854 15 S C B 1 6 44 25+36.132 NB
PROJECT TOTAL = 20,569,783.24 BARNHILL CONTRACTING C
06/01 U-2512 8.1673505 MECKLENBG 6,605,106.85 RWY STP 1,666 3.965 4 652 0 S U CW 2 10 67
06/02 U-2512 8.1673505 MECKLENBG 198,780.57 RWY STP 0.000 0 0 0 S U CW 2 10 67 CMUD COST
06/03 U-2512 8.1673505 MECKLENBG 181,859.60 CLV STP 0.008 1 202 2 S U CW 2 10 67 20+27.368-LR
PROJECT TOTAL = 6,985,747.02 BLYTHE DEVELOPMENT COM
07/01 B-3084 8.2760601 WILKES 228,109.64 RWY BRZ 916 0.249 2 614 0 B 3 11 76
07/02 B-3084 8.2760601 WILKES 250,432.72 BRG BRZ I 0.046 3 836 15 B 3 11 76 12+89.000-L-
PROJECT TOTAL = 478,542.36 ROBBINSVILLE CONTRACTI
08/01 U-2421 8.1822402 IREDELL 5,063,947.03 RWY STP 1,643 3.083 4 0 0 S 2 12 82
08/02 U-2421 8.1822402 IREDELL 252,570.00 RWY STP 0.000 0 0 0 S 2 12 82 STATESVILLE
PROJECT TOTAL = 5,316,517.03 BLYTHE CONSTRUCTION, I
***** APR 2000 TOTAL = $42,855,960.28
***** MAY 2000 *****
01/01 X-0002 8.T441305 CUMBERLAN 12,171,057.50 RWY HP 2,738 4.446 1 0 0 LS U C B 1 6 44
01/02 X-0002 8.T441305 CUMBERLAN 45,035.50 RWY HP 0.000 0 0 0 LS U C B 1 6 44 PWC-FAYVTTE
01/03 X-0002 8.T441305 CUMBERLAN 347,981.00 CLV HP 0.007 1 2 6 LS U C B 1 6 44 150+86.560 -
01/04 X-0002 8.T441305 CUMBERLAN 2,212,098.68 BRG HP I 0.000 7 662 17 LS U C B 1 6 44 160+38.682 -
01/05 X-0002 8.T441305 CUMBERLAN 2,232,657.64 BRG HP I 0.258 7 658 17 LS U C B 1 6 44 160+38.682 -
01/06 X-0002 8.T441305 CUMBERLAN 516,239.08 BRG HP I 0.000 2 863 11 LS U C B 1 6 44 187+51.422 -
PROJECT TOTAL = 17,525,069.40 BMCO CONSTRUCTION, INC
02/01 B-3175 8.2493101 GUILFORD 916,110.24 RWY BRZ 4,054 0.226 2 614 0 U WB 2 7 49
02/02 B-3175 8.2493101 GUILFORD 934,616.79 BRG BRZ Q 0.074 2 652 14 U WB 2 7 49 11+72.945-Y1
PROJECT TOTAL = 1,850,727.03 R. E. BURNS & SONS CO.
03/01 B-2843 8.1540601 LEE 663,520.07 RWY BRS 2,633 0.252 2 0 0 B 2 8 54
03/02 B-2843 8.1540601 LEE 1,023,818.10 BRG BRS Q 0.058 3 636 12 B 2 8 54 11+76.788 -L
PROJECT TOTAL = 1,687,338.17 SANFORD CONTRACTORS, I
04/01 R-2239 6.769007T WILKES 24,840,805.91 RWY 2,811 8.836 4 658 0 S U C B 3 11 76
04/02 R-2239 6.769007T WILKES 288,865.00 CLV 0.007 1 2 10 S U C B 3 11 76 140+82.71-L1
04/03 R-2239 6.769007T WILKES 122,711.70 CLV 0.000 1 2 6 S U C B 3 11 76 20+79.13-SR1
04/04 R-2239 6.769007T YADKIN 112,414.20 CLV 0.000 1 1 7 S U C B 2 11 77 167+61.0-L-
04/05 R-2239 6.769007T YADKIN 37,763.50 CLV 0.000 1 1 1 S U C B 2 11 77 22+65.0-SR5-
04/06 R-2239 6.769007T YADKIN 45,554.20 CLV 0.000 1 1 0 S U C B 2 11 77 13+28.5-Y3-
04/07 R-2239 6.769007T YADKIN 534,041.40 CLV 0.007 1 2 10 S U C B 2 11 77 172+71.5-L-
04/08 R-2239 6.769007T YADKIN 103,477.20 CLV 0.000 1 1 7 S U C B 2 11 77 184+55.0-L-
04/09 R-2239 6.769007T YADKIN 10,883.80 CLV 0.000 1 201 3 S U C B 2 11 77 12+88.56-SR6
04/10 R-2239 6.769007T WILKES 62,947.10 CLV 0.000 1 2 1 S U C B 3 11 76 15+00.0-Y1-
04/11 R-2239 6.769007T WILKES 158,830.60 CLV 0.000 1 2 8 S U C B 3 11 76 4+62.2-RAMP
04/12 R-2239 6.769007T WILKES 398,746.02 BRG A 0.000 1 565 11 S U C B 3 11 76 141+38.15L1W
04/13 R-2239 6.769007T WILKES 451,293.45 BRG A 0.038 1 565 11 S U C B 3 11 76 141+38.15L1E
04/14 R-2239 6.769007T YADKIN 350,873.47 BRG D 0.033 3 330 11 S U C B 2 11 77 167+96.9-LWB
04/15 R-2239 6.769007T YADKIN 361,320.48 BRG D 0.000 3 330 11 S U C B 2 11 77 167+96.9-LEB
04/16 R-2239 6.769007T YADKIN 748,988.85 BRG I 0.000 4 632 11 S U C B 2 11 77 191+11.32-L-
04/17 R-2239 6.769007T YADKIN 572,094.94 BRG Q 0.000 3 854 15 S U C B 2 11 77 26+89.93-Y5-
PROJECT TOTAL = 29,201,611.82 H. B. ROWE & COMPANY,
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
05/01 R-2116 6.841035 BUNCOMBE 5,488,942.24 RWY 1,316 4.170 2 0 0 C 3 13 84
05/02 R-2116 6.841035 BUNCOMBE 377,310.91 RWY 0.000 0 0 0 C 3 13 84 ASHEVILLE CO
05/03 R-2116 6.841035 BUNCOMBE 166,319.73 CLV 0.007 1 2 5 C 3 13 84 21+47.50 L R
05/04 R-2116 6.841035 BUNCOMBE 91,922.50 CLV 0.007 1 2 2 C 3 13 84 29+66.50 L R
PROJECT TOTAL = 6,124,495.38 TENNOCA CONSTRUCTION C
***** MAY 2000 TOTAL = $56,389,241.80
***** JUN 2000 *****
01/01 R-2238 6.459002T HARNETT 10,967,972.08 RWY 1,047 10.477 4 662 1 S U C B 2 6 45
01/02 R-2238 6.459002T HARNETT 57,291.50 CLV 0.000 1 201 1 S U C B 2 6 45 14+04.630-L-
01/03 R-2238 6.459002T HARNETT 135,192.00 CLV 0.000 1 202 3 S U C B 2 6 45 44+27.099-L-
01/04 R-2238 6.459002T HARNETT 122,528.50 CLV 0.000 1 203 2 S U C B 2 6 45 47+51.100-L-
01/05 R-2238 6.459002T HARNETT 20,231.50 CLV 0.000 1 201 2 S U C B 2 6 45 104+00.93-L-
01/06 R-2238 6.459002T HARNETT 852,617.06 BRG I 0.000 2 652 11 S U C B 2 6 45 25+24.115-L-
PROJECT TOTAL = 12,155,832.64 TRIANGLE GRADING & PAV
02/01 B-2832 6.804821 GUILFORD 3,780,996.09 RWY 3,580 1.056 4 634 0 LS U B 2 7 49
02/02 B-2832 6.804821 GUILFORD 1,279,718.76 BRG I 0.064 2 669 11 LS U B 2 7 49 18+24.354-L-
PROJECT TOTAL = 5,060,714.85 ENGLISH CONSTRUCTION C
***** JUN 2000 TOTAL = $17,216,547.49
***** JUL 2000 *****
01/01 R-2001 6.201017 LENOIR 5,395,328.52 RWY 1,316 4.101 1 0 0 LS U C B 1 2 20
01/02 R-2001 6.201017 LENOIR 20,163.00 RWY 0.000 0 0 0 LS U C B 1 2 20 DEEP RUN COR
01/03 R-2001 6.201017 LENOIR 116,927.86 CLV 0.007 1 202 2 LS U C B 1 2 20 4+94.000LMED
01/04 R-2001 6.201017 LENOIR 1,792,186.42 BRG A 0.210 12 845 15 LS U C B 1 2 20 25+34.5(SBL)
01/05 R-2001 6.201017 LENOIR 1,404,636.42 BRG A 0.000 12 845 15 LS U C B 1 2 20 25+34.5(NBL)
PROJECT TOTAL = 8,729,242.22 S. T. WOOTEN CORPORATI
02/01 R-2204 8.1240902 DUPLIN 4,006,058.33 RWY STP 1,891 2.119 4 684 0 LS U C B 1 3 24
02/02 R-2204 8.1240902 DUPLIN 108,827.50 CLV STP 0.000 1 1 3 LS U C B 1 3 24 29+12.000LRE
02/03 R-2204 8.1240902 DUPLIN 2,601,729.04 BRG STP A 0.344 16 845 15 LS U C B 1 3 24 18+52.000-L-
02/04 R-2204 8.1240902 DUPLIN 1,727,866.54 BRG STP A 0.000 16 845 15 LS U C B 1 3 24 18.52.000-L-
PROJECT TOTAL = 8,444,481.41 BARNHILL CONTRACTING C
03/01 U-2808 8.1351801 DURHAM 4,181,232.67 RWY STP 3,030 1.380 5 634 0 LS U B 2 5 35
03/02 U-2808 8.1351801 DURHAM 160,166.00 RWY STP 0.000 5 634 0 LS U B 2 5 35 CITY OF DURH
PROJECT TOTAL = 4,341,398.67 C. C. MANGUM CONTRACTO
04/01 U-2804 8.2403704 WAKE 6,952,099.91 RWY STP 2,307 3.013 4 634 0 SLSLU CW 2 5 40
04/02 U-2804 8.2403704 WAKE 90,750.00 RWY STP 0.000 0 0 0 SLSLU CW 2 5 40 CARY
04/03 U-2804 8.2403704 WAKE 162,052.90 CLV STP 0.000 1 202 7 SLSLU CW 2 5 40 19+24.00 LRE
04/04 U-2804 8.2403704 WAKE 102,441.50 CLV STP 0.000 1 201 3 SLSLU CW 2 5 40 22+56.83 LRE
PROJECT TOTAL = 7,307,344.31 BLYTHE DEVELOPMENT COM
05/01 U-2411 9.8070747 ALAMANCE 2,169,478.69 RWY 1,444 1.502 2 0 0 2 7 47
PROJECT TOTAL = 2,169,478.69 THOMPSON-ARTHUR PAVING
06/01 B-2952 8.2603701 DAVIDSON 639,097.62 RWY BRZ 1,606 0.398 2 0 0 U B 2 9 60
06/02 B-2952 8.2603701 DAVIDSON 47,615.00 ICH BRZ 0.000 0 0 0 U B 2 9 60 DAVIDSON WTR
06/03 B-2952 8.2603701 DAVIDSON 542,714.78 BRG BRZ Q 0.055 2 754 12 U B 2 9 60 10+80.067 -L
06/04 B-2952 8.2603701 DAVIDSON 40,000.00 BRG BRZ 0.000 0 0 0 U B 2 9 60 DAVIDSON WAT
PROJECT TOTAL = 1,269,427.40 DANE CONSTRUCTION, INC
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
08/01 B-2933 8.2851801 BURKE 230,061.81 RWY BRZ 846 0.272 2 614 0 B 3 13 85
08/02 B-2933 8.2851801 BURKE 509,761.59 BRG BRZ I 0.048 3 845 15 B 3 13 85 13+56.75 -L-
PROJECT TOTAL = 739,823.40 DANE CONSTRUCTION, INC
***** JUL 2000 TOTAL = $33,001,196.10
***** AUG 2000 *****
01/01 B-2829 8.2370601 GRANVILLE 201,128.40 RWY BRZ 986 0.204 2 0 0 B 2 5 37
01/02 B-2829 8.2370601 GRANVILLE 394,322.88 BRG BRZ Q 0.041 3 721 15 B 2 5 37 12+50.875-L-
PROJECT TOTAL = 595,451.28 TREDRIGHT, INC.
02/01 R-2240 6.769002B WILKES 21,352,080.24 RWY 1,776 12.021 4 0 0 S U C B 3 11 76
02/02 R-2240 6.769002B WILKES 6,210.26 RWY 0.000 0 0 0 S U C B 3 11 76 CRICKETMILLE
02/03 R-2240 6.769002B WILKES 72,172.65 RWY 0.000 0 0 0 S U C B 3 11 76 TOWNWILKESBO
02/04 R-2240 6.769002B WILKES 131,909.66 CLV 0.000 1 201 12 S U C B 3 11 76 50+47.384-L-
02/05 R-2240 6.769002B WILKES 180,492.80 CLV 0.000 1 201 15 S U C B 3 11 76 114+71.127-L
02/06 R-2240 6.769002B WILKES 346,267.60 CLV 0.000 1 202 16 S U C B 3 11 76 116+69.037-L
02/07 R-2240 6.769002B WILKES 836,949.44 BRG Q 0.088 3 854 15 S U C B 3 11 76 32+60.250-L-
02/08 R-2240 6.769002B WILKES 758,331.31 BRG Q 0.000 3 854 15 S U C B 3 11 76 32+60.855-EB
02/09 R-2240 6.769002B WILKES 1,102,943.87 BRG Q 0.118 4 854 15 S U C B 3 11 76 89+84.800-L-
02/10 R-2240 6.769002B WILKES 1,007,987.00 BRG Q 0.000 4 854 15 S U C B 3 11 76 89+84.800-L-
PROJECT TOTAL = 25,795,344.83 WRIGHT BROTHERS CONST.
***** AUG 2000 TOTAL = $26,390,796.11
***** SEP 2000 *****
01/01 R-1030 8.1330507 WAYNE 6,885,608.22 RWY HP 1,320 5.216 1 0 0 LS U B 2 4 33
01/02 R-1030 8.1330507 WAYNE 24,503.00 RWY HP 0.000 0 0 0 LS U B 2 4 33 WAYNE WATER
01/04 R-1030 8.1330507 WAYNE 642,699.49 BRG HP I 0.000 2 854 11 LS U B 2 4 33 16+885.976 -
01/05 R-1030 8.1330507 WAYNE 1,006,801.50 BRG HP A 0.172 12 721 15 LS U B 2 4 33 19+360.500-L
01/06 R-1030 8.1330507 WAYNE 1,019,862.47 BRG HP A 0.000 12 721 15 LS U B 2 4 33 19+360.500-L
01/07 R-1030 8.1330507 WAYNE 391,111.26 BRG HP I 0.000 2 854 11 LS U B 2 4 33 20+821.842 -
PROJECT TOTAL = 9,970,585.94 PLT CONSTRUCTION CO.,
02/01 R-2558 8.T431203 COLUMBUS 3,533,283.17 RWY NHF 2,371 1.490 4 0 0 S C B 1 6 43
02/02 R-2558 8.T431203 COLUMBUS 27,302.50 CLV NHF 0.000 1 201 12 S C B 1 6 43 86+72.400-L-
02/03 R-2558 8.T431203 COLUMBUS 1,066,345.65 BRG NHF 0.000 4 672 11 S C B 1 6 43 82+07.249-L-
PROJECT TOTAL = 4,626,931.32 BMCO CONSTRUCTION, INC
07/01 R-2709 8.1622901 DAVIDSON 4,384,646.73 RWY S 891 4.923 2 0 0 C B 2 9 60
07/02 R-2709 8.1622901 FORSYTH 130,843.99 ICH S 0.000 0 0 0 C B 2 9 62 WINSTON-SALE
07/03 R-2709 8.1622901 FORSYTH 70,803.05 CLV S 0.000 1 201 10 C B 2 9 62 22+53.000 -L
07/04 R-2709 8.1622901 FORSYTH 150,021.90 CLV S 0.000 1 203 8 C B 2 9 62 27+15.000 -L
07/05 R-2709 8.1622901 FORSYTH 733,234.68 BRG S Q 0.077 3 854 15 C B 2 9 62 35+61.000 -L
07/06 R-2709 8.1622901 FORSYTH 123,125.78 BRG S 0.000 3 796 15 C B 2 9 62 35+58.050 -L
PROJECT TOTAL = 5,592,676.13 APAC-CAROLINA, INC., T
08/01 R-2240 6.769010T WILKES 12,372,381.61 RWY 2,289 5.404 4 662 1 S CWB 3 11 76
08/02 R-2240 6.769010T WILKES 11,569.28 RWY 0.000 0 0 0 S CWB 3 11 76 CRICKETMILLE
08/03 R-2240 6.769010T WILKES 794,243.55 RWY 0.000 0 0 0 S CWB 3 11 76 WILKESBORO
08/04 R-2240 6.769010T WILKES 480,405.98 CLV 0.011 1 203 11 S CWB 3 11 76 13+18.962-L-
08/05 R-2240 6.769010T WILKES 326,114.58 CLV 0.010 1 202 15 S CWB 3 11 76 38+69.288-L-
08/06 R-2240 6.769010T WILKES 200,000.00 WAL 0.000 1 0 0 S CWB 3 11 76 73+00.000-SB
08/07 R-2240 6.769010T WILKES 295,167.69 BRG 0.000 3 394 15 S CWB 3 11 76 72+41.524-L-
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
08/08 R-2240 6.769010T WILKES 613,211.11 BRG Q 0.070 3 854 15 S CWB 3 11 76 72+19.000-SB
08/09 R-2240 6.769010T WILKES 695,228.74 BRG I 0.000 3 559 11 S CWB 3 11 76 78+01.694-L-
08/10 R-2240 6.769010T WILKES 625,316.10 BRG I 0.065 3 559 11 S CWB 3 11 76 77+60.290-SB
PROJECT TOTAL = 16,413,638.64 DLB, INC. D/B/A DLB,
09/01 U-2404 8.1792402 CATAWBA 11,602,148.24 RWY STP 3,683 3.150 4 0 0 S B 2 12 79
09/02 U-2404 8.1792402 CATAWBA 25,630.00 ICH STP 0.000 0 0 0 S B 2 12 79 CONOVER COST
09/03 U-2404 8.1792402 CATAWBA 141,511.51 CLV STP 0.000 1 2 7 S B 2 12 79 3+59.500-RP
09/04 U-2404 8.1792402 CATAWBA 22,477.14 CLV STP 0.000 1 201 6 S B 2 12 79 22+95.364-Y4
09/05 U-2404 8.1792402 CATAWBA 296,508.40 CLV STP 0.000 1 2 16 S B 2 12 79 39+06.000-L-
09/06 U-2404 8.1792402 CATAWBA 194,492.77 CLV STP 0.000 1 2 11 S B 2 12 79 4+37.000-RP
09/07 U-2404 8.1792402 CATAWBA 1,434,865.00 BRG STP Q 0.061 2 657 11 S B 2 12 79 38+10.701-L-
PROJECT TOTAL = 13,717,633.06 BRANCH HIGHWAYS, INC.
10/01 U-2221 8.1800702 CLEVELAND 6,788,802.41 RWY STP 1,791 3.791 5 0 0 3 12 80
10/02 U-2221 8.1800702 CLEVELAND 87,910.15 RWY STP 0.000 0 0 0 3 12 80 CITY OF SHEL
10/03 U-2221 8.1800702 CLEVELAND 4,216.16 RWY STP 0.000 0 0 0 3 12 80 CLEVELAND SD
PROJECT TOTAL = 6,880,928.72 REA CONSTRUCTION COMPA
***** SEP 2000 TOTAL = $57,202,393.81
***** OCT 2000 *****
02/01 R-2633 6.258004B NEW HANOV 11,610,756.59 RWY 8,444 1.375 2 0 0 L U C B 1 3 25
02/02 R-2633 6.258004B NEW HANOV 240,669.15 CLV 0.000 1 1 8 L U C B 1 3 25 146+30.675-L
02/03 R-2633 6.258004B NEW HANOV 841,537.80 BRG N 0.000 3 651 11 L U C B 1 3 25 10+03.534WBC
02/04 R-2633 6.258004B NEW HANOV 844,924.46 BRG N 0.000 3 651 11 L U C B 1 3 25 142+06.269LL
02/05 R-2633 6.258004B NEW HANOV 961,907.22 BRG N 0.084 3 651 11 L U C B 1 3 25 142+06.269LR
02/06 R-2633 6.258004B NEW HANOV 469,526.84 BRG A 0.000 1 551 11 L U C B 1 3 25 12+20.651WBC
02/07 R-2633 6.258004B NEW HANOV 520,066.74 BRG A 0.000 1 551 11 L U C B 1 3 25 144+21.836-L
02/08 R-2633 6.258004B NEW HANOV 607,678.32 BRG A 0.038 1 546 11 L U C B 1 3 25 144+19.978-L
02/09 R-2633 6.258004B NEW HANOV 923,074.76 BRG N 0.000 3 603 11 L U C B 1 3 25 8+07.999FLYC
PROJECT TOTAL = 17,020,141.88 BARRUS CONSTRUCTION CO
03/01 X-0002 6.449007T CUMBERLAN 8,649,908.19 RWY 1,547 5.590 4 0 0 C B 1 6 44
03/02 X-0002 6.449007T CUMBERLAN 313,280.32 CLV 0.009 1 2 7 C B 1 6 44 202+54.910 -
03/03 X-0002 6.449007T CUMBERLAN 113,300.00 CLV 0.000 1 2 2 C B 1 6 44 217+51.500 -
03/04 X-0002 6.449007T CUMBERLAN 287,889.48 CLV 0.000 1 2 11 C B 1 6 44 237+26.000 -
03/05 X-0002 6.449007T CUMBERLAN 117,137.88 CLV 0.000 1 2 2 C B 1 6 44 243+29.500 -
03/06 X-0002 6.449007T CUMBERLAN 449,613.96 BRG A 0.041 1 560 11 C B 1 6 44 203+55.796-L
03/07 X-0002 6.449007T CUMBERLAN 451,215.41 BRG A 0.000 1 560 11 C B 1 6 44 203+55.796-L
03/08 X-0002 6.449007T CUMBERLAN 289,625.02 BRG A 0.029 1 763 11 C B 1 6 44 225+88.340-L
03/09 X-0002 6.449007T CUMBERLAN 286,044.01 BRG A 0.000 1 763 11 C B 1 6 44 225+88.340-L
03/10 X-0002 6.449007T CUMBERLAN 620,814.20 BRG A 0.050 1 568 12 C B 1 6 44 235+76.157-L
03/11 X-0002 6.449007T CUMBERLAN 621,468.11 BRG A 0.000 1 568 12 C B 1 6 44 235+76.157-L
PROJECT TOTAL = 12,200,296.58 S. T. WOOTEN CORPORATI
04/01 R-2568 8.1600903 DAVIDSON 9,370,165.68 RWY STP 6,222 1.506 4 654 0 S CWB 2 9 60
04/02 R-2568 8.1600903 DAVIDSON 454,478.00 ICH STP 0.000 0 0 0 S CWB 2 9 60 THOMASVILLE
04/03 R-2568 8.1600903 DAVIDSON 352,089.20 CLV STP 0.000 1 202 5 S CWB 2 9 60 25+54.070-Y4
04/04 R-2568 8.1600903 DAVIDSON 227,363.60 CLV STP 0.000 1 2 4 S CWB 2 9 60 23+38.250-L-
04/05 R-2568 8.1600903 DAVIDSON 1,213,257.07 BRG STP Q 0.054 2 863 11 S CWB 2 9 60 16+41.736-L-
PROJECT TOTAL = 11,617,353.55 BRANCH HIGHWAYS, INC.
05/01 R-2530 8.T680303 STANLY 8,918,713.36 RWY STP 2,905 3.070 4 0 0 CWB 2 10 68
05/02 R-2530 8.T680303 STANLY 86,442.00 ICH STP 0.000 0 0 0 CWB 2 10 68 ALBEMARLE
05/03 R-2530 8.T680303 STANLY 113,391.90 CLV STP 0.000 1 202 12 CWB 2 10 68 48+05.027 -L
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
05/04 R-2530 8.T680303 STANLY 29,504.85 CLV STP 0.000 1 201 5 CWB 2 10 68 57+89.500 -L
05/05 R-2530 8.T680303 STANLY 150,000.00 WAL STP 0.000 1 0 0 CWB 2 10 68 39+06.500 -L
05/06 R-2530 8.T680303 STANLY 1,517,090.84 BRG STP Q 0.043 3 333 12 CWB 2 10 68 38+74.576 -L
05/07 R-2530 8.T680303 STANLY 1,055,610.41 BRG STP D 0.037 3 781 11 CWB 2 10 68 41+26.701 -L
PROJECT TOTAL = 11,870,753.36 J. T. RUSSELL & SONS,
06/01 U-2711 8.2890402 RUTHERFOR 5,511,952.78 RWY STP 2,323 2.373 2 0 0 S U C 3 13 89
06/02 U-2711 8.2890402 RUTHERFOR 428,079.53 ICH STP 0.000 0 0 0 S U C 3 13 89 FOREST CITY
06/03 U-2711 8.2890402 RUTHERFOR 98,910.91 CLV STP 0.006 1 202 5 S U C 3 13 89 18+25.600-L-
PROJECT TOTAL = 6,038,943.22 PAVING ENTERPRISES, IN
***** OCT 2000 TOTAL = $58,747,488.59
***** NOV 2000 *****
01/01 R-2633 6.258001B NEW HANOV 19,516,369.18 RWY 4,603 4.240 4 614 0 S B 1 3 25
01/02 R-2633 6.258001B NEW HANOV 45,488,709.72 BRG Q 2.256 58 872 15 S B 1 3 25 20+95.636LAS
01/03 R-2633 6.258001B NEW HANOV 16,218,811.41 BRG Q 0.000 3 805 15 S B 1 3 25 20+95.636LCS
01/04 R-2633 6.258001B NEW HANOV 2,290,886.27 BRG Q 0.000 9 872 15 S B 1 3 25 1+24.721-RPD
01/05 R-2633 6.258001B NEW HANOV 294,613.67 BRG I 0.037 3 845 11 S B 1 3 25 48+70.590-LL
01/06 R-2633 6.258001B NEW HANOV 294,532.59 BRG I 0.000 3 845 11 S B 1 3 25 48+70.590-LR
01/07 R-2633 6.258001B NEW HANOV 382,905.57 BRG I 0.000 2 872 11 S B 1 3 25 14+37.975-Y3
PROJECT TOTAL = 84,486,828.41 GLF CONSTRUCTION CORPO
02/01 B-3008 8.1261801 ONSLOW 491,428.62 RWY BRS 1,384 0.355 2 0 0 S B 1 3 26
02/02 B-3008 8.1261801 ONSLOW 480,582.00 BRG BRS A 0.034 3 721 15 S B 1 3 26 12+99.000 -L
PROJECT TOTAL = 972,010.62 SANFORD CONTRACTORS, I
04/01 B-2802 8.2471801 ALAMANCE 819,013.16 RWY BRS 2,073 0.395 2 0 0 B 2 7 47
04/02 B-2802 8.2471801 ALAMANCE 1,328,917.06 BRG BRS Q 0.105 4 854 15 B 2 7 47 14+37.500-L
PROJECT TOTAL = 2,147,930.22 SMITH-ROWE, INC.
06/01 U-2801 8.1843302 BUNCOMBE 7,271,749.91 RWY MA 3,068 2.370 5 632 0 S UR CWB 3 13 84
06/02 U-2801 8.1843302 BUNCOMBE 897,123.00 ICH MA 0.000 0 0 0 S UR CWB 3 13 84 ASHEVILLE CO
06/03 U-2801 8.1843302 BUNCOMBE 19,564.00 CLV MA 0.000 0 0 0 S UR CWB 3 13 84 MSD COST
06/04 U-2801 8.1843302 BUNCOMBE 374,272.75 CLV MA 0.000 1 201 2 S UR CWB 3 13 84 29+03.806-L1
06/05 U-2801 8.1843302 BUNCOMBE 351,000.00 WAL MA 0.000 1 0 0 S UR CWB 3 13 84 12+50.00Y11R
06/06 U-2801 8.1843302 BUNCOMBE 1,877,529.30 BRG MA Q 0.000 3 582 21 S UR CWB 3 13 84 31+69.019-L1
PROJECT TOTAL = 10,791,238.96 TAYLOR & MURPHY CONSTR
***** NOV 2000 TOTAL = $98,398,008.21
***** DEC 2000 *****
03/01 R-2548 6.149002T WASHINGTN 12,942,407.63 RWY 1,272 10.175 2 0 0 U C B 1 1 14
03/02 R-2548 6.149003T WASHINGTN 11,219,126.38 RWY 1,534 7.314 4 0 0 U C B 1 1 14
03/03 R-2548 6.149002T WASHINGTN 170,577.00 CLV 0.000 1 2 2 U C B 1 1 14 73+72.000-L
03/04 R-2548 6.149003T WASHINGTN 419,642.00 CLV 0.010 1 3 5 U C B 1 1 14 122+88.000-L
03/05 R-2548 6.149002T WASHINGTN 371,695.95 BRG A 0.000 3 836 19 U C B 1 1 14 167+58.110 W
03/06 R-2548 6.149002T WASHINGTN 378,105.55 BRG A 0.049 3 836 19 U C B 1 1 14 167+58.110 E
03/07 R-2548 6.149002T WASHINGTN 398,579.22 BRG I 0.000 3 845 11 U C B 1 1 14 43+58 -L1-WB
03/08 R-2548 6.149002T WASHINGTN 397,069.44 BRG I 0.048 3 845 11 U C B 1 1 14 43+58 -L1-EB
03/09 R-2548 6.149002T WASHINGTN 324,865.59 BRG A 0.000 2 845 19 U C B 1 1 14 51+66 -L1-WB
03/10 R-2548 6.149002T WASHINGTN 319,685.79 BRG A 0.044 2 845 19 U C B 1 1 14 51+66 -L1-EB
03/11 R-2548 6.149002T WASHINGTN 387,072.02 BRG I 0.000 3 845 11 U C B 1 1 14 90+09.216 LW
03/12 R-2548 6.149002T WASHINGTN 386,208.28 BRG I 0.040 3 845 11 U C B 1 1 14 90+09.216 LE
03/13 R-2548 6.149003T WASHINGTN 760,155.89 BRG I 0.000 5 845 16 U C B 1 1 14 96+32.895L W
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
03/14 R-2548 6.149003T WASHINGTN 736,875.89 BRG I 0.092 5 845 16 U C B 1 1 14 96+32.895L E
03/15 R-2548 6.149003T WASHINGTN 504,964.85 BRG A 0.000 3 854 19 U C B 1 1 14 117+66 -L- W
03/16 R-2548 6.149003T WASHINGTN 504,964.85 BRG A 0.066 3 854 19 U C B 1 1 14 117+66 -L- E
03/17 R-2548 6.149003T WASHINGTN 367,333.10 BRG I 0.000 3 845 11 U C B 1 1 14 158+24.368LW
03/18 R-2548 6.149003T WASHINGTN 367,500.60 BRG I 0.038 3 845 11 U C B 1 1 14 158+24.368LE
PROJECT TOTAL = 30,956,830.03 HIGGERSON-BUCHANAN, IN
04/01 R-1030 8.1330506 WAYNE 6,725,655.41 RWY NHS 969 6.944 2 0 0 C B 2 4 33
04/02 R-1030 8.1330506 WAYNE 48,244.90 RWY NHS 0.000 0 0 0 C B 2 4 33 FREMONT
04/03 R-1030 8.1330506 WAYNE 90,913.10 CLV NHS 0.000 1 1 3 C B 2 4 33 11+21.380-Y2
04/04 R-1030 8.1330506 WAYNE 430,331.43 BRG NHS I 0.000 2 863 11 C B 2 4 33 221+06.801-L
04/05 R-1030 8.1330506 WAYNE 674,211.92 BRG NHS I 0.000 2 863 11 C B 2 4 33 232+78.592-L
04/06 R-1030 8.1330506 WAYNE 603,614.98 BRG NHS A 0.000 7 721 15 C B 2 4 33 246+13.000LL
04/07 R-1030 8.1330506 WAYNE 597,414.98 BRG NHS A 0.092 7 721 15 C B 2 4 33 246+13.000LR
04/08 R-1030 8.1330506 WAYNE 1,811,089.85 BRG NHS Q 0.000 9 854 15 C B 2 4 33 269+13.550LL
04/09 R-1030 8.1330506 WAYNE 1,936,888.17 BRG NHS Q 0.237 9 854 15 C B 2 4 33 269+13.550LR
PROJECT TOTAL = 12,918,364.74 BMCO CONSTRUCTION, INC
05/01 U-3472 8.1340801 WILSON 12,310,394.64 RWY STP 1,347 9.142 5 632 0 LS U C B 2 4 34
05/02 U-3472 8.1340801 WILSON 291,102.60 RWY STP 0.000 0 0 0 LS U C B 2 4 34 CITY OF WILS
05/03 U-3472 8.1340801 WILSON 149,326.15 CLV STP 0.000 1 2 1 LS U C B 2 4 34 33+30.000 -L
05/04 U-3472 8.1340801 WILSON 92,192.10 CLV STP 0.000 1 1 1 LS U C B 2 4 34 35+56.500 -L
05/05 U-3472 8.1340801 WILSON 138,861.95 CLV STP 0.007 1 202 2 LS U C B 2 4 34 57+26.000 -L
05/06 U-3472 8.1340801 WILSON 878,220.47 BRG STP Q 0.040 3 721 15 LS U C B 2 4 34 85+21.000 -L
PROJECT TOTAL = 13,860,097.91 S. T. WOOTEN CORPORATI
06/01 U-3117 8.2341401 WILSON 2,374,574.97 RWY STP 1,361 1.745 5 632 0 L U C 2 4 34
06/02 U-3117 8.2341401 WILSON 198,366.50 ICH STP 0.000 0 0 0 L U C 2 4 34 WILSON COST
06/03 U-3117 8.2341401 WILSON 87,450.00 CLV STP 0.000 1 101 1 L U C 2 4 34 12+86.5-L-
PROJECT TOTAL = 2,660,391.47 PLT CONSTRUCTION CO.,
08/01 R-2905 8.1403301 WAKE 7,531,199.37 RWY STP 3,040 2.477 5 601 0 SLS U C B 2 5 40
08/02 R-2905 8.1403301 WAKE 6,590.00 RWY STP 0.000 0 0 0 SLS U C B 2 5 40 RAMADA INN
08/03 R-2905 8.1403301 WAKE 80,885.00 CLV STP 0.000 1 201 3 SLS U C B 2 5 40 34+54.000 -L
08/04 R-2905 8.1403301 WAKE 104,476.00 CLV STP 0.000 1 201 2 SLS U C B 2 5 40 19+43.000-US
08/05 R-2905 8.1403301 WAKE 1,036,799.96 BRG STP I 0.063 2 863 11 SLS U C B 2 5 40 28+97.628 -L
PROJECT TOTAL = 8,759,950.33 NELLO L. TEER COMPANY
09/01 U-2308 8.1441203 CUMBERLAN 11,680,860.88 RWY STP 1,628 7.173 5 638 0 S WB 1 6 44
09/02 U-2308 8.1441203 CUMBERLAN 2,459,660.22 RWY STP 0.000 0 0 0 S WB 1 6 44 PWC COST
09/03 U-2308 8.1441203 CUMBERLAN 563,220.00 BRG STP A 0.037 3 892 15 S WB 1 6 44 21+11.912-L
09/04 U-2308 8.1441203 CUMBERLAN 16,000.00 BRG STP 0.000 0 0 0 S WB 1 6 44 FAYETTEVILLE
PROJECT TOTAL = 14,719,741.10 BARNHILL CONTRACTING C
10/01 U-2536 9.8071092 GUILFORD 2,690,927.25 RWY 1,469 1.832 5 638 0 LS 2 7 49
10/02 U-2536 9.8071092 GUILFORD 280,735.10 RWY 0.000 0 0 0 LS 2 7 49 HIGHPT CST
PROJECT TOTAL = 2,971,662.35 APAC-CAROLINA, INC., T
14/01 R-942C 8.1501502 ORANGE 5,667,217.51 RWY STP 1,405 4.034 4 0 0 S S U C 2 7 50
14/02 R-942A 8.1520103 CHATHAM 12,863,654.77 RWY STP 1,658 7.758 4 654 0 S S U C 2 8 52
14/03 R-942B 8.1520104 CHATHAM 15,376,675.37 RWY STP 1,848 8.322 4 654 0 S S U C 2 8 52
14/04 R-942B 8.1520104 CHATHAM 411,934.25 RWY STP 0.000 0 0 0 S S U C 2 8 52 OWASA COST
14/06 R-942A 8.1520103 CHATHAM 67,023.10 ICH STP 0.000 0 0 0 S S U C 2 8 52 PITTSBORO
14/07 R-942A 8.1520103 CHATHAM 27,019.20 CLV STP 0.000 0 0 0 S S U C 2 8 52 ORANGE WSA
14/08 R-942C 8.1501502 ORANGE 324,097.20 CLV STP 0.014 1 2 2 S S U C 2 7 50 39+21.000-L-
14/09 R-942A 8.1520103 CHATHAM 114,033.00 CLV STP 0.000 1 2 4 S S U C 2 8 52 14+41.760-L1
14/10 R-942A 8.1520103 CHATHAM 36,807.40 CLV STP 0.000 1 201 2 S S U C 2 8 52 73+61.290-L1
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 9
PROPOS T.I.P. PROJECT COUNTY $ TOTAL JOB FUND THOU$ PROJ DESCRIPTION WORK TYPES AREA CNTY LOCATION
NO/BRK NO. /MILE MILES NO. CD1 CD2 GDPFSLSLURACWB DIVS
14/11 R-942A 8.1520103 CHATHAM 41,969.10 CLV STP 0.000 1 201 2 S S U C 2 8 52 73+83.840-L1
14/12 R-942B 8.1520104 CHATHAM 190,834.40 CLV STP 0.000 1 1 6 S S U C 2 8 52 142+77.000-L
14/13 R-942A 8.1520103 CHATHAM 3,373,577.68 BRG STP Q 0.319 10 863 15 S S U C 2 8 52 39+09.850-L1
14/14 R-942A 8.1520103 CHATHAM 2,540,971.73 BRG STP Q 0.000 10 863 15 S S U C 2 8 52 39+09.850-L1
14/15 R-942A 8.1520103 CHATHAM 462,670.05 BRG STP Q 0.043 2 854 15 S S U C 2 8 52 78+42.703-L1
14/16 R-942A 8.1520103 CHATHAM 381,112.85 BRG STP Q 0.000 2 854 15 S S U C 2 8 52 78+45.113-L1
14/17 R-942A 8.1520103 CHATHAM 5,000.00 BRG STP 0.000 0 0 0 S S U C 2 8 52 PSNC ENERGY
PROJECT TOTAL = 41,884,597.61 JONES BROS., INC.
15/01 R-2300 8.1600702 DAVIDSON 5,839,318.10 RWY MAS 1,879 3.107 5 0 0 B 2 9 60
15/02 R-2300 8.1600702 DAVIDSON 77,391.25 RWY MAS 0.000 0 0 0 B 2 9 60 DAVIDSON WAT
15/03 R-2300 8.1600702 DAVIDSON 85,695.62 RWY MAS 0.000 0 0 0 B 2 9 60 CITY LEXINGT
15/04 R-2300 8.1600702 DAVIDSON 761,476.21 BRG MAS Q 0.055 3 792 12 B 2 9 60 26+31.559 -L
PROJECT TOTAL = 6,763,881.18 APAC-CAROLINA, INC., P
16/01 R-2530 6.689005T STANLY 4,411,515.90 RWY 2,065 2.136 4 0 0 B 2 10 68
16/02 R-2530 6.689005T STANLY 488,743.00 ICH 0.000 0 0 0 B 2 10 68 ALBEMARLE
16/03 R-2530 6.689005T STANLY 808,303.58 BRG I 0.061 4 792 15 B 2 10 68 19+48.611-L-
16/04 R-2530 6.689005T STANLY 737,016.07 BRG I 0.052 4 792 15 B 2 10 68 27+52.624-L-
PROJECT TOTAL = 6,445,578.55 APAC-CAROLINA, INC., P
17/01 B-2579 8.2821302 IREDELL 262,944.29 RWY BRZ 1,547 0.170 2 0 0 B 2 12 82
17/02 B-2579 8.2821302 IREDELL 324,252.60 RWY BRZ 0.000 0 0 0 B 2 12 82 STATEVIL COS
17/03 B-2579 8.2821302 IREDELL 526,413.45 BRG BRZ Q 0.040 3 845 15 B 2 12 82 11+84.000-L-
PROJECT TOTAL = 1,113,610.34 R. E. BURNS & SONS CO.
18/01 U-2523 8.1811303 GASTON 5,743,602.27 RWY STP 1,878 3.058 5 634 0 LS U B 2 12 81
18/02 U-2523 8.1811303 GASTON 731,365.91 RWY STP 0.000 0 0 0 LS U B 2 12 81 CITY GASTONI
18/03 U-2523 8.1811303 GASTON 6,218.76 RWY STP 0.000 0 0 0 LS U B 2 12 81 TOWN OF DALL
18/04 U-2523 8.1811303 GASTON 1,041,746.67 MSC STP 18,603 Q 0.056 3 845 15 LS U B 2 12 81 36+80.500 -L
PROJECT TOTAL = 7,522,933.61 REA CONSTRUCTION COMPA
19/01 I-3100 8.1943601 HAYWOOD 6,074,567.09 RWY IMS 1,455 4.176 3 612 0 C B 4 14 94
19/02 I-3100 8.1943601 HAYWOOD 93,848.00 CLV IMS 0.000 1 201 3 C B 4 14 94 33+85.097-L-
19/03 I-3100 8.1943601 BUNCOMBE 447,340.55 BRG IMS I 0.054 3 392 11 C B 3 13 84 64+03.228-L-
PROJECT TOTAL = 6,615,755.64 TAYLOR & MURPHY CONSTR
20/01 A-0009 6.939001B GRAHAM 13,589,228.49 RWY 2,954 4.600 1 0 0 L C 4 14 93
20/02 A-0009 6.939001B GRAHAM 41,697.40 CLV 0.000 1 201 1 L C 4 14 93 21+93.000 LR
20/03 A-0009 6.939001B GRAHAM 237,390.86 CLV 0.000 1 201 1 L C 4 14 93 51+43.500 LR
20/04 A-0009 6.939001B GRAHAM 88,110.00 WAL 0.000 1 0 0 L C 4 14 93 11+48.100 LR
PROJECT TOTAL = 13,956,426.75 PHILLIPS & JORDAN, INC
***** DEC 2000 TOTAL =$171,149,821.61
GRAND TOTAL =$682,230,939.11
COST/PROJECT MILE = $2,592,939.63 TOTAL PROJECT MILES = 263.111
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 10
AVERAGE UNIT BIDS
DATE 0001-0012
COMPLETE FILE FOR THIS PERIOD
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 62 513,839.04 31,858,020.42
2 CONSTRUCTION SURVEYING LS 33 225,531.84 7,442,550.62
4 SUPPLEMENTAL SURVEYING HR 25 150.00 3,750.00
3 FIELD OFFICE LS 1 32,400.00 32,400.00
7 CLEARING & GRUBBING LS 590.59 38,310.93 22,626,357.05
8 SUPP CLEARING & GRUBBING HA 48.40 10,507.37 508,556.99
12 SEALING ABANDONED WELLS EA 90 752.80 67,752.00
15 UNCLASSIFIED EXCAVATION M3 12,841,750 3.57 45,869,674.00
18 REINF BRG APPR ********** LS 103 16,367.56 1,685,858.66
19 UNDERCUT EXCAVATION M3 582,465 4.92 2,864,873.20
21 GRADING LS 7 103,000.00 721,000.00
22 SUPP CLEARING & GRUBBING HA 3.20 6,010.75 19,234.40
23 UNDERCUT EXCAVATION M3 5,900 11.82 69,735.00
29 SELECT GRANULAR MATERIAL M3 304,840 10.67 3,252,414.50
31 SOIL STABILIZATION FABRIC M2 541,440 1.26 681,104.90
32 WICK DRAINS M2 271,200 1.00 270,350.00
34 PRE-SPLITTING OF ROCK M2 18,900 15.00 283,500.00
37 BORROW EXCAVATION M3 13,921,960 3.86 53,744,023.75
38 SELECT BORROW MATERIAL M3 18,100 4.00 72,400.00
41 EMB SETTLEMENT GAUGES EA 47 605.32 28,450.00
45 DRAINAGE DITCH EXCAVATION M3 376,681 4.19 1,578,953.83
48 PIPE CLEANOUT M 1,513.40 27.20 41,167.00
50 BERM DITCH CONSTRUCTION M 14,424 6.17 88,968.85
60 REMOVAL OF ASPH PAVEM'T M2 661,521 2.29 1,517,154.57
61 REMOVAL OF CONC PAVEM'T M2 31,870 4.36 139,062.50
63 PROOF ROLLING HR 740.60 171.65 127,122.04
64 TEMPORARY SHORING M2 5,600.80 250.20 1,401,346.66
76 SELECT MATERIAL I MTN 500 9.00 4,500.00
77 SELECT MATERIAL II MTN 21,194 16.24 344,124.20
78 SELECT MATERAIL III MTN 23,152 17.77 411,319.00
79 SELECT MATERIAL IV MTN 7,070 15.51 109,650.00
74 FND CONDIT MAT'L MIN STR MTN 69,383 19.74 1,369,791.25
81 BEDDING MAT'L PIPE CULV MTN 51 18.60 948.58
100 300MM RCP CULV CLASS III M 3,672 69.75 256,118.94
101 375MM RCP CULV CLASS III M 81,065.80 67.61 5,481,086.48
102 450MM RCP CULV CLASS III M 33,269 73.69 2,451,791.41
103 600MM RCP CULV CLASS III M 32,443.40 87.85 2,850,135.93
104 750MM RCP CULV CLASS III M 19,263.40 118.26 2,278,019.37
105 900MM RCP CULV CLASS III M 9,557.40 152.52 1,457,751.19
106 1050MM RCP CULV CLASS III M 2,478 198.01 490,677.59
107 1200MM RCP CULV CLASS III M 3,097.95 248.68 770,392.03
108 1350MM RCP CULV CLASS III M 1,542 349.12 538,341.59
109 1500MM RCP CULV CLASS III M 986.92 454.72 448,772.32
110 1650MM RCP CULV CLASS III M 622.80 412.12 256,670.40
111 1800MM RCP CULV CLASS III M 387.60 499.41 193,570.44
119 450MM RCP CULV CLASS IV M 91.20 70.00 6,384.00
120 600MM RCP CULV CLASS IV M 576 101.52 58,474.80
121 750MM RCP CULV CLASS IV M 876 140.25 122,862.58
122 900MM RCP CULV CLASS IV M 843.60 183.73 154,998.60
123 1050MM RCP CULV CLASS IV M 301.20 217.89 65,629.20
124 1200MM RCP CULV CLASS IV M 218.40 321.37 70,188.00
125 1350MM RCP CULV CLASS IV M 91.20 327.24 29,844.00
128 1800MM RCP CULV CLASS IV M 147.60 504.59 74,477.48
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 11
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
146 450MM X PIPE RC END SECT EA 2 540.00 1,080.00
172 375 X *** X ***MM RCP T 3 EA 2 667.54 1,335.08
173 375 X 375 X 375MM RCP T 3 EA 14 392.86 5,500.00
174 450 X *** X ***MM RCP T 3 EA 8 463.81 3,710.50
175 450 X 450 X 450MM RCP T 3 EA 1 433.00 433.00
176 600 X *** X ***MM RCP T 3 EA 7 894.77 6,263.41
178 750 X *** X ***MM RCP T 3 EA 3 863.25 2,589.74
180 900 X *** X ***MM RCP T 3 EA 1 1,547.00 1,547.00
184 375MM RC PIPE ELB CL III EA 4 435.00 1,740.00
195 150MM CS PIPE SPRBX1.63MM M 238.80 40.11 9,578.76
197 ***MM CS PIPE CULV ****MM M 42 100.00 4,200.00
198 400MM CS PIPE CULV 1.63MM M 714.30 58.54 41,818.88
199 450MM CS PIPE CULV 1.63MM M 214.40 66.41 14,239.45
200 600MM CS PIPE CULV 1.63MM M 128.40 82.52 10,596.14
201 800MM CS PIPE CULV 2.01MM M 182.40 113.10 20,630.40
209 *** X *** X 400MM CSP T EA 1 268.90 268.90
216 ***MM CSP ELB ****MM EA 10 452.24 4,522.38
217 400MM CSP ELB 1.63MM EA 13 250.60 3,257.80
218 450MM CSP ELB 1.63MM EA 5 318.80 1,594.00
219 600MM CSP ELB 1.63MM EA 10 495.15 4,951.50
220 800MM CSP ELB 2.01MM EA 1 656.13 656.13
226 ***MM SADLE BRNCH CONNTR EA 1 600.00 600.00
234 ***0MM BCCSP A **** M 96 80.93 7,769.15
238 400MM BCCSP A 1.63 M 1,539.60 69.90 107,613.80
239 450MM BCCSP A 1.63 M 151.20 85.23 12,887.42
240 600MM BCCSP A 1.63 M 33.60 97.98 3,292.13
243 800MM BCCSP A 2.01 M 24 103.00 2,472.00
251 ***MM BCCSP B **** M 1,574.40 59.76 94,084.14
253 ***MM BCCSP B **** 75X25 M 27.60 273.85 7,558.26
255 400MM BCCSP B 1.63 M 8,920 62.20 554,854.82
258 450MM BCCSP B 1.63 M 2,530.20 68.48 173,267.82
260 450MM BCCSP B 2.77 M 164.40 100.94 16,594.74
261 600MM BCCSP B 1.63 M 1,850.40 80.18 148,358.28
262 600MM BCCSP B 2.01 M 182.40 84.71 15,451.10
263 600MM BCCSP B 2.77 M 26.40 83.00 2,191.20
265 800MM BCCSP B 2.01 M 811.62 122.95 99,787.87
266 800MM BCCSP B 2.77 M 24 131.32 3,151.68
267 800MM BCCSP B 3.51 M 55.20 122.70 6,773.04
268 800MM BCCSP B 4.27 M 39.60 137.10 5,429.16
269 900MM BCCSP B 2.01 M 242.40 124.88 30,270.81
270 900MM BCCSP B 2.01 75X25 M 260.40 88.29 22,989.84
272 900MM BCCSP B 2.77 M 32.40 144.80 4,691.52
273 900MM BCCSP B 2.77 75X25 M 117.60 147.10 17,298.96
278 900MM BCCSP B 4.27 M 60 220.00 13,200.00
281 1000MM BCCSP B 2.77 M 41.22 146.14 6,024.12
293 1200MM BCCSP B 2.77 M 37.20 228.61 8,504.35
303 1400MM BCCSP B 2.77 M 20.40 227.00 4,630.80
315 1500MM BCCSP B 2.77 75X25 M 51.60 300.00 15,480.00
317 1500MM BCCSP B 3.51 M 18.60 300.00 5,580.00
319 1500MM BCCSP B 3.51 75X25 M 20.40 321.00 6,548.40
323 1500MM BCCSP B 4.27 75X25 M 52.80 389.95 20,589.60
327 1650MM BCCSP B 3.51 M 181.20 376.00 68,131.28
337 1800MM BCCSP B 3.51 M 61.20 372.55 22,800.00
349 1950MM BCCSP B 4.27 M 16.80 595.00 9,996.00
381 ***MM BCCSP ELB B **** EA 224 162.35 36,367.34
382 400MM BCCSP ELB B 1.63 EA 603 151.19 91,166.34
383 450MM BCCSP ELB B 1.63 EA 127 200.37 25,447.70
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 12
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
384 600MM BCCSP ELB B 1.63 EA 77 228.99 17,632.00
386 800MM BCCSP ELB B 2.01 EA 23 314.50 7,233.48
426 ***0X ***0MM BCCSP ARC*** M 4.80 250.00 1,200.00
428 ***0X ***0MM BCCSP ARC*** M 63.60 419.84 26,701.82
439 1500MM CS STR PLT 4.27MM M 40.80 635.00 25,908.00
453 1950MM CS STR PLT 4.53MM M 79.20 710.00 56,232.00
471 ***MM WLD STL PIPE ****RR M 30 560.00 16,800.00
493 100MM SLOPE PROTECTION M2 395 74.43 29,400.00
494 150MM SLOPE PROTECTION M2 2,041 72.51 147,997.47
497 FINE GRADING LS 54 155,714.72 8,408,595.00
498 SEALING PAVEMENT CRACKS KG 19,630 8.88 174,385.00
499 SEALING PVMT CRKS & JTS KG 4,280 3.28 14,038.40
500 LIME TRTD SOIL (SLURRY) M2 971,850 1.68 1,636,772.40
501 LIME TRTD SOIL (QUICKLIME M2 2,600 3.95 10,270.00
503 LIME FOR LIME TRTD SOIL MTN 10,848 136.12 1,476,641.40
504 #57 STONE MTN 34 21.76 740.00
507 STABILIZER AGGREGATE MTN 37,640 37.60 1,415,388.95
509 AGGREGATE BASE COURSE MTN 1,422,714 13.37 19,028,745.20
525 ***MM SOIL CEMENT BASE M2 938,545 1.66 1,555,311.25
526 PC FOR SOIL CEMENT BASE MTN 30,046 115.51 3,470,643.50
527 AGGREGATE FOR SOIL CEM B MTN 16,006 14.27 228,442.45
528 ASPHALT CURING SEAL L 935,047 0.36 336,171.65
530 INCIDENTAL STONE BASE MTN 62,945 18.54 1,166,756.25
532 SHOULDER BORROW M3 155,411 1.33 206,897.30
537 PRIME COAT L 94,873 0.62 59,001.50
540 MILLING ASPH PVMT ***MM M2 258,275 1.39 359,106.00
541 MILLING ASPH PVMT ***-*** M2 20,250 3.88 78,491.00
538 MILLED RUMBLE STRIPS M 95,300 1.28 122,244.70
543 INCIDENTAL MILLING M2 24,495 2.98 73,046.85
547 ASPHALT CEMENT PLANT MIX MTN 27,231.60 222.48 6,058,417.20
552 ASPH CONC BASE CO TYPE HB MTN 256,340 29.66 7,604,550.00
560 ASPH CONC BIND CO H MTN 7,250 42.00 304,500.00
558 ASPH CONC BIND CO HDB MTN 206,195 30.28 6,244,424.45
563 ASPH CONC SURF CO I-1 MTN 8,950 40.69 364,210.00
566 ASPH CONC SURF CO I-2 MTN 150 60.00 9,000.00
568 ASPH CONC SURF CO HDS MTN 176,570 29.95 5,287,951.80
573 ASPH DRAINAGE CO, P-57 MTN 35,800 24.54 878,532.00
574 ASPH PLT MIX PVMT REPAIR MTN 19,695 98.29 1,935,875.50
650 SURF TESTN CONC PAVEMENT LS 1 30,000.00 30,000.00
655 FIELD LAB RENTAL, PCCP LS 1 25,000.00 25,000.00
657 RIGHT OF WAY MARKERS EA 2,206 109.37 241,279.00
659 PIPE REMOVAL M 34,455.79 25.93 893,500.17
662 SUBDRAIN EXCAVATION M3 34,107.40 8.72 297,442.94
663 SUBDR FINE AGGREGATE M3 18,820 33.88 637,698.31
664 100MM PERF SUBDR PIPE M 156 8.00 1,248.00
665 150MM PERF SUBDR PIPE M 45,025 13.03 586,654.00
667 100MM SUBDR PIPE Y,T,&L'S EA 16 20.00 320.00
668 150MM SUBDR PIPE Y,T,&L'S EA 4,521 6.17 27,886.33
670 CONC PAD FOR SUBDRN OUTLT EA 303 190.29 57,659.24
672 150MM OUTLET PIPE (SD) M 638 22.44 14,318.62
678 SHLDR DRAINS M 38,559 9.22 355,499.85
679 100MM SHLDR DRAINS PIPE M 40,719 4.48 182,640.20
680 CONC PAD SHLDR DRAIN OUTL EA 157 151.41 23,771.66
681 100MM OUTLET PIPE (SH DRN M 1,569 20.11 31,555.50
683 BLOTTING SAND MTN 320 32.54 10,413.00
686 METAL FUNNELS EA 27 503.52 13,595.00
688 300MM FUNNEL DRAIN PIPE M 480.80 64.61 31,064.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 13
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
690 300MM FUNNEL DRAIN ELBOWS EA 47 199.15 9,360.00
693 SAND CEMENT HEADWALLS M2 18.70 660.00 12,342.00
700 PIPE COLLARS M3 168.39 821.84 138,389.21
702 PIPE PLUGS M3 26.74 1,121.60 29,991.67
701 FLOWABLE FILL M3 1,167.80 213.79 249,668.50
706 MASONRY DRAINAGE STRS EA 6,238 1,061.25 6,620,092.43
707 MASONRY DRAINAGE STRS M3 240.06 1,052.35 252,627.16
708 MASONRY DRAINAGE STRS M 590.18 699.47 412,816.54
716 FRM & 2GRTS DET 840.**** EA 2 265.00 530.00
720 FRM & GRT STD 840.**** EA 93 265.88 24,726.54
722 FRM & 2GRTS STD 840.**** EA 14 485.71 6,800.00
724 FRM GRT&HD STD 840.03**** EA 2,427 345.67 838,944.75
728 FRM & GRT STD 840.13 EA 44 267.64 11,776.16
730 FRM & 2GRTS STD 840.16 EA 717 320.49 229,789.21
734 FRM & 2GRTS STD 840.20 EA 114 309.37 35,268.58
738 FRM & 2GRTS STD 840.22 EA 916 281.03 257,424.23
742 FRM & 2GRTS STD 840.24 EA 1,040 313.40 325,932.52
744 FRM & GRT STD 840.29 EA 78 311.95 24,332.00
743 FRAME W/2 GRTS STD 840.29 EA 296 334.74 99,084.43
745 FRM W/GRATE, STD 840.33 EA 2 315.00 630.00
746 FRAME W/2 GRTS STD 840.33 EA 3 433.33 1,300.00
748 FRM W/GOVER STD 840.54 EA 250 282.14 70,534.23
754 WOODEN COVER FOR CB EA 6 200.00 1,200.00
710 CONC APRON FOR CB EA 84 504.46 42,375.00
712 CONC APRON FOR DI EA 92 566.17 52,087.54
756 ***MM SLUICE GATE EA 6 5,969.17 35,815.00
758 CONC RETAINING WALLS M3 3,248 391.32 1,271,019.75
764 CONC STEPS M3 19.50 838.15 16,343.85
768 *** X ***MM CONC CURB M 16,148.80 39.51 637,999.35
769 200 X 150MM CONC CURB M 105 20.00 2,100.00
771 450MM CONC CURB & GUTTER M 30,857 28.26 871,933.20
772 750MM CONC CURB & GUTTER M 168,854 34.19 5,772,504.45
776 SHLDR BERM GUTTER M 27,501 37.03 1,018,353.40
781 MODIFIED CONCRETE FLUME EA 13 1,748.46 22,730.00
782 CONC XPRESSWAY GUTTER M 4,481 50.34 225,597.20
789 100MM CONC SIDEWALK M2 79,373 25.14 1,995,818.28
791 CONC WHEELCHAIR RAMPS M2 9,904.52 43.54 431,245.80
793 150MM CONC DRIVEWAY M2 35,406 41.10 1,455,186.90
795 100MM CONC PAVED DITCH M2 2,446.70 52.36 128,121.26
798 75MM CONC ISLAND COVERS M2 60 35.00 2,100.00
804 ***MM MONOLITHIC CONC ISL M2 4,900 34.00 166,600.00
805 125MM MONOLITHIC CONC ISL M2 9,788.20 38.56 377,457.00
806 150MM MONOLITHIC CONC ISL M2 10,808 44.71 483,210.60
811 75MM CORRUGATED CONC ISL M2 215 49.14 10,565.00
821 CONC BARRIER M 445 122.65 54,579.25
823 VAR HT CONC BARR ******** M 1,280 258.00 330,240.00
825 PC CONC BARRIER, SF M 1,729.84 189.45 327,725.66
827 ADJUSTMENT OF CATCH BASIN EA 23 720.22 16,565.00
829 ADJUSTMENT OF DROP INLETS EA 19 690.00 13,110.00
831 ADJUSTMENT OF MANHOLES EA 353 427.45 150,889.08
833 ADJUSTMT OF MB & VALVE BX EA 1,041 279.88 291,354.80
834 CONVERT CB TO JB EA 10 1,047.86 10,478.60
835 CONVERT CB TO DI EA 6 879.37 5,276.20
837 CONVERT DI TO JB EA 31 1,205.18 37,360.60
838 CONVERT DI TO CB EA 4 1,231.00 4,924.00
842 CONVERT JB TO CB EA 9 1,430.55 12,875.00
854 IMPACT ATTEN TYPE 350 EA 35 8,759.71 306,590.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 14
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
863 STL BM GRDRAIL M 85,232.53 32.20 2,744,269.67
864 STL BM GRDRAIL SHOP CURV M 2,327.10 35.57 82,773.99
865 STL BM GRDRAIL DBL FACED M 125.73 43.75 5,500.69
867 3C STEEL BM GUARDRAIL M 27.30 67.57 1,845.01
857 STL BM GRDRAIL TERM SECT EA 108 43.64 4,713.00
869 508MM TUBLR 3C STL BM GRD M 129.54 220.00 28,498.80
871 W-TR STL BM GRDRAIL TRANS EA 8 322.37 2,579.00
873 ADDIT GRDRAIL POSTS EA 478 36.53 17,463.00
875 GRDRAIL ANCHOR ********** EA 675 1,732.09 1,169,161.25
876 GRDRAIL ANCHOR ********** EA 25 687.84 17,196.00
879 GRDRAIL ANCHOR AT-1 EA 53 420.37 22,279.42
891 GRDRAIL ANCHOR CAT-1 EA 368 490.93 180,662.97
903 GRDRAIL ANCHOR VI (MOD) EA 30 1,192.00 35,760.00
912 GRDRAIL ANCHOR XI EA 177 1,046.47 185,226.00
915 GRDRAIL ANCHOR XI (MOD) EA 59 1,122.64 66,236.00
914 GRDRAIL ANCHOR XIII EA 86 396.99 34,141.37
917 R&RSET EXISTING GUARDRAIL M 464.82 20.96 9,743.69
920 REMOVE GUARDRAIL M 16,107.45 3.48 56,024.00
923 R&STKPL GUARDRAIL M 1,371.23 3.32 4,556.68
931 WW WIRE FENCE ****MM FABR M 290 16.99 4,926.50
933 WW WIRE FENCE 1200MM FABR M 153,321 6.09 933,151.65
936 100MM FENCE POSTS ****M EA 215 14.71 3,162.25
939 100MM FENCE POSTS 2.30M EA 30,310 16.06 486,817.90
942 125MM FENCE POSTS ****M EA 29 31.14 903.00
945 125MM FENCE POSTS 2.50M EA 6,156 30.37 186,978.55
963 CL FENCE ****MM FABRIC M 13,880.60 32.46 450,615.70
966 CL FENCE 1200MM FABRIC M 8,559 12.70 108,678.70
969 LINE POST FOR ****MM CL F EA 3,882 114.24 443,484.95
972 LINE POST FOR 1200MM CL F EA 2,354 40.03 94,230.00
975 TERM POST FOR ****MM CL EA 193 145.74 28,128.00
978 TERM POST FOR 1200MM CL EA 209 80.28 16,777.80
981 M GATE POST ****MM CL F EA 80 151.25 12,100.00
982 M GATE POST ****MM CL F EA 8 176.36 1,410.88
985 ADDITIONAL BARBED WIRE M 10,730 2.55 27,340.25
990 ***S BARB WIRE F W/POSTS M 850 13.16 11,185.00
993 TEMP ****MM WW F W/POSTS M 610 13.06 7,969.00
996 WOVEN WIRE FENCE RESET M 156 13.27 2,070.00
998 BARBED WIRE FENCE RESET M 141 21.30 3,003.30
1000 CHAIN LINK FENCE RESET M 1,009 33.38 33,680.17
1008 PLN RIP RAP CL I MTN 22,230.30 33.20 738,116.95
1010 PLN RIP RAP CL II MTN 3,607 33.60 121,210.00
1053 PLN RIP RAP, CLASS A MTN 1,340 34.66 46,440.65
1054 PLN RIP RAP, CLASS B MTN 46,025.20 31.71 1,459,711.46
43 FILTER FABRIC FOR DRAINGE M2 162,804.60 1.95 317,063.10
1105 ABC (SUB-BALLAST) MTN 7,760 13.81 107,140.50
1106 RR TRACK TO BE CONSTRUCTD M 43 615.30 26,457.90
1122 CROSS TIE REPLACEMENTS EA 91 68.50 6,233.50
1510 TYPE A SIGNS, FABRICATION M2 590.46 176.00 103,920.96
1511 TYPE B SIGNS, FABRICATION M2 120.78 184.00 22,223.52
1514 TYPE D SIGNS, FABRICATION M2 28.96 155.59 4,505.82
1515 TYPE E SIGNS, FABRICATION M2 253.93 136.95 34,774.85
1516 TYPE F SIGNS, FABRICATION M2 53.48 118.18 6,320.39
1521 MILEMARKERS, FABRICATION M2 4.32 161.00 695.52
1523 RC SIGN FOOTINGS M3 143 762.55 109,044.86
1524 PLN CONC SIGN FOOTINGS M3 37 842.60 31,176.40
1526 BRKWY STL BEAM SIGN SUPPT KG 66,098 4.93 326,004.91
1527 SIMPLE STL BEAM SIGN SUPP KG 19,175 4.16 79,739.25
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 15
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1528 4.5KG STEEL U-CHNL POST M 27,897.80 22.92 639,494.72
1529 3KG STEEL U-CHNL POST EA 70 46.33 3,242.85
1531 TYPE A SIGNS, ERECTION EA 113 399.94 45,193.14
1532 TYPE B SIGNS, ERECTION EA 164 270.14 44,303.73
1533 TYPE D SIGNS, ERECTION EA 275 115.49 31,760.60
1534 TYPE E SIGNS, ERECTION EA 4,077 69.42 283,025.18
1535 TYPE F SIGNS, ERECTION EA 584 103.75 60,589.24
1536 MILEMARKERS, ERECTION EA 79 21.87 1,728.00
1539 OVERHEAD SIGN ASSMBLY *** LS 44 37,579.25 1,653,487.16
1542 LITE SYS OVERHD SIGN *** LS 44 8,675.50 381,722.20
1544 REMV & DISP SIGN 1 SUPP EA 7 58.00 406.00
1546 REMV & STKPL SIGN 2 SUPP EA 2 190.00 380.00
1547 REMV & DISP SIGN 2 SUPP EA 63 65.01 4,096.00
1550 REMV & DISPOSE OF SUPP EA 153 30.49 4,665.00
1552 REMV & DISPOSE OF FOOTNGS EA 141 124.40 17,540.00
1557 REMV & STKPL SIGN MTD U EA 11 55.45 610.00
1558 REMV & DISP SIGN MTD U EA 4 33.25 133.00
1561 REMV & DISP U POSTS EA 113 27.01 3,051.81
1564 REMV & DISP MM & POSTS EA 4 8.00 32.00
1566 REMV & DISP OH SIGN ASSMB EA 8 3,000.00 24,000.00
1568 REMV & STKPL OH SIGN EA 1 450.00 450.00
1569 REMV & DISP OH SIGNS EA 15 40.87 613.00
1578 ATTA OH SIGN TO OH ASSMB EA 14 50.00 700.00
1592 R&D SIGN & U POST EA 2,621 17.58 46,086.14
1580 REPOS SIGN ON OH SIGN ASM EA 3 25.00 75.00
1582 ATTA OVRLAY TO OH SIGN EA 49 5.00 245.00
1584 ATTA OVRLAY TO A & B SIGN EA 49 31.63 1,550.00
1587 ERECT SIGN ON SUPPORT EA 22 305.34 6,717.50
1589 ERECT SIGN ON U POST EA 144 86.85 12,507.08
2199 WORK ZONE SIGNS (STAT) M2 4,263.89 88.25 376,279.39
2249 WORK ZONE SIGNS (PORT) M2 2,445.70 104.12 254,655.95
2205 WORK ZONE SIGNS (BARRICAD M2 949.66 70.44 66,897.66
2214 FLASHING ARROW PANELS EA 102 4,552.32 464,336.79
2245 CHANGEABLE MESSAGE SIGNS EA 48 19,314.78 927,109.42
2251 WARNING FLAGS EA 1,039 30.10 31,278.38
2208 DRUMS EA 24,265 53.61 1,300,812.68
2204 CONES EA 5,153 23.30 120,061.75
2200 BARRICADES (TYPE II) M 1,830 42.60 77,967.64
2203 BARRICADES (TYPE III) M 7,637 42.69 326,058.30
2255 FLAGGER HR 73,558 16.24 1,194,903.60
2254 FLAGGER MD 14,603 138.77 2,026,507.00
2250 WARNING LIGHTS (TYPE B) EA 257 261.89 67,305.60
2231 TEMPORARY CRASH CUSHIONS EA 154 11,382.94 1,752,972.52
2233 RESET CRASH CUSHION EA 73 1,666.44 121,650.00
2236 TRUCK MTD IMP ATTN 45 MPH EA 46 8,769.49 403,396.79
2237 TRUCK MTD IMP ATTN 60 MPH EA 47 13,425.96 631,020.00
2186 PORTABLE BARRIER M 27,041 61.12 1,652,683.90
2185 PORT BARRIER, ANCHORED M 1,068 98.19 104,870.00
2259 PORT BARRIER, DRAINAGE M 2,474 74.44 184,170.00
2260 RESET PORTABLE BARRIER M 5,626 20.24 113,848.00
2261 RESET PORT BARRIER ANCHRD M 274 42.68 11,695.00
2252 POLICE HR 2,486 36.30 90,256.50
2182 PORT CONC BARRIER, SF M 610 26.40 16,104.00
2045 REM TAPE LINES 100MM M 32,559 4.21 137,114.70
2047 REM TAPE LINES 150MM M 163 6.05 986.15
2052 REM TAPE LINES 200MM M 1,185 6.89 8,170.00
2061 REM TAPE LINES 600MM M 110 11.58 1,274.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 16
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2070 REM TAPE PVT MKG CHARACT EA 16 75.00 1,200.00
2093 REM TAPE PVT MKG SYMBOL EA 59 124.22 7,329.30
2144 TEMP RAISED PVMT MRKS EA 53,659 4.72 253,442.78
2173 GR DELINATRS, TEMP CRYSTL EA 504 6.19 3,118.82
2187 GR DELINATRS, TEMP YELLOW EA 71 6.84 486.00
2189 BARRIER DELIN TEMP,CRYSTL EA 1,814 7.91 14,341.58
2188 BARRIER DELIN TEMP, YELLO EA 785 7.31 5,742.50
2217 TEMP STEEL BM GUARDRAIL M 5,361.02 23.73 127,243.75
2218 TEMP STEEL BM GRDRAIL SC M 60.96 24.37 1,485.90
2222 GRDRAIL ANCH ************ EA 25 462.84 11,571.00
2225 GRDRAIL ANCH ************ EA 122 1,330.07 162,269.00
1863 100MM THERMO MKG, 2.3MMTK M 640,123 1.18 758,198.13
1864 100MM THERMO MKG 3.1MM TK M 489,098 1.36 666,371.36
1866 150MM THERMO MKG 3.1MM TK M 82 5.57 456.90
1867 200MM THERMO MKG 2.3MM TK M 19,552 2.84 55,542.51
1868 200MM THERMO MKG 3.1MM TK M 3,229 3.64 11,746.82
1869 300MM THERMO MKG 2.3MM TK M 190 8.00 1,520.00
1861 400MM THERMO MKG 2.3MM TK M 301 10.12 3,046.60
1870 600MM THERMO MKG 3.1MM TK M 9,963 14.94 148,861.36
1875 THERMO RUMBLE STRIP 100MM M 1,000 2.35 2,350.00
1877 THERMO PVT MKG CHARACTER EA 708 47.47 33,608.66
1886 THERMO PVT MKG SYMB 2.3MM EA 5,716 70.91 405,323.14
1913 EPOXY PVT MK LINES 100MM M 48,223 1.77 85,323.00
1917 EPOXY PVT MK LINES 200MM M 2,226 3.35 7,465.60
1933 EPOXY PVT MK SYMBOL EA 22 132.73 2,920.00
1960 COLD APP PLAS LINES 100MM M 10,229 3.55 36,357.14
1964 COLD APP PLAS LINES 200MM M 75 5.33 400.00
1980 COLD APPL PLASTIC SYMBOL EA 24 150.00 3,600.00
2023 PAINT PVT MKG LINES 100MM M 3,457,789 0.48 1,652,845.94
2029 PAINT PVT MKG LINES 150MM M 780 0.75 588.00
2032 PAINT PVT MKG LINES 200MM M 34,457 1.02 35,141.13
2039 PAINT PVT MKG LINES 300MM M 860 1.14 980.00
2040 PAINT PVT MKG LINES 400MM M 520 3.36 1,746.96
2042 PAINT PVT MKG LINES 600MM M 18,573 5.10 94,715.38
2076 PAINT PVT MKG CHARACTER EA 924 27.40 25,320.98
2092 PAINT PVT MKG SYMBOL EA 7,005 33.04 231,450.23
2142 REMVL OF 100MM LINES M 193,362 1.72 332,989.75
2141 REMVL OF 200MM LINES M 1,798 2.29 4,112.00
2169 REMVL OF 600MM LINES M 1,798 9.69 17,432.20
2143 REMOVAL OF SYMBL & CHARAC EA 216 37.77 8,158.60
2013 CURING COMPD REMOVAL LINE M 4,043 1.98 7,998.25
2016 CURING COMPD REMOVAL SYMB EA 4 39.75 159.00
2149 PERM RAISED PVMT MARKERS EA 31,654 4.64 146,792.72
2156 SNOWPLB RAISED PVMT MRKER EA 21,649 37.95 821,590.43
2170 GR DELINATRS, PERM CRYSTL EA 6,179 6.11 37,747.18
2164 GR DELINATRS, PERM YELLOW EA 1,481 5.87 8,700.20
2167 BARRIER DELIN PERM, CRYST EA 1,387 8.04 11,147.10
2166 BARRIER DELIN PERM, YELLW EA 748 7.73 5,781.40
2171 2.1M U-CHANNEL POSTS EA 625 35.48 22,174.00
2184 FLEX DELINATR (CRYSTAL) EA 1,157 34.94 40,432.15
2195 FLEX DELINATR (YELLOW) EA 634 34.83 22,085.50
2196 FLEX DELINATR (CRY & RED) EA 221 35.36 7,813.75
2197 FLEX DELINATR (YEL & RED) EA 265 35.51 9,410.50
2178 OBJECT MARKERS (TYPE 1) EA 19 129.71 2,464.50
2193 OBJECT MARKERS (TYPE 3) EA 156 76.46 11,927.30
2194 OBJECT MARKERS (END OF RD EA 133 81.66 10,861.50
1212 PORTABLE LIGHTING LS 13 54,749.90 711,748.67
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 17
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1403 FND CONDIT MAT'L ******** MTN 9,958 21.82 217,261.09
1213 BEDDN MAT'L CL ********** MTN 8,863 21.07 186,790.59
1214 SEL BKFL MAT'L CLASS I MTN 1,728 28.39 49,059.87
1215 SEL BKFL MAT'L CLASS II MTN 10 15.00 150.00
1405 PVMT REP FOR UTILITY WORK MTN 3,963.80 114.93 455,569.02
1399 CL B CONC FOR ENC PIPE L M3 27 249.98 6,749.60
1245 150MM DI WP CL*********** M 518 74.32 38,498.48
1246 200MM DI WP CL*********** M 699 75.24 52,595.50
1248 300MM DI WP CL*********** M 4,147 101.34 420,245.10
1251 600MM DI WP CL*********** M 100 190.00 19,000.00
1232 ***MM DI H2O PIPE ****MPA M 2,381 186.90 445,009.40
1233 100MM DI H2O PIPE 2.41MPA M 420.30 94.75 39,823.35
1234 150MM DI H2O PIPE 2.41MPA M 4,295.68 84.86 364,529.82
1235 200MM DI H2O PIPE 2.41MPA M 7,355.37 81.84 601,987.19
1236 250MM DI H2O PIPE 2.41MPA M 85 107.00 9,095.00
1237 300MM DI H2O PIPE 2.41MPA M 12,383.88 112.33 1,391,035.55
1238 400MM DI H2O PIPE ****MPA M 3,809.30 141.88 540,450.64
1240 600MM DI H2O PIPE ****MPA M 126.69 191.08 24,207.93
1225 300MM DI RS JT ********** M 342 220.48 75,405.00
1226 400MM DI RS JT ********** M 187 137.54 25,720.20
1228 DI RES JT H2O PIPE FITNGS KG 21,535 10.80 232,560.90
1253 20MM CU WATER PIPE TYPE K M 7,970.56 45.47 362,406.65
1254 25MM CU WATER PIPE TYPE K M 878 45.89 40,289.50
1261 20MM PE W PIPE SDR7 **** M 88 34.00 2,992.00
1262 25MM PE W PIPE SDR7 **** M 1,271 10.47 13,309.74
1263 40MM PE H2O PIPE SDR7 *** M 11 20.00 220.00
1272 ***MM PVC H2O P SD21 1.38 M 12 65.00 780.00
1276 50MM PVC H2O P SD21 1.38 M 685.06 48.14 32,978.87
1277 100MM PVC H2O P SD21 1.38 M 1,762.70 39.40 69,460.80
1278 150MM PVC H2O P SD21 1.38 M 3,692.90 60.25 222,492.50
1279 200MM PVC H2O P SD21 1.38 M 6,581.70 63.46 417,673.35
1280 250MM PVC H2O P SD21 1.38 M 40 73.00 2,920.00
1281 300MM PVC H2O P SD21 1.38 M 761 89.00 67,729.00
1283 150MM PVC WP DR *** **** M 321 59.61 19,134.29
1284 200MM PVC WP DR *** **** M 8,491 81.42 691,364.40
1285 250MM PVC WP DR *** **** M 376 99.00 37,224.00
1286 300MM PVC WP DR *** **** M 2,016 104.20 210,069.40
1293 DI H2O FITTINGS 1.72MPA KG 132,400.50 6.65 880,637.82
1259 50MM GS H2O PIPE SCH *** M 236 42.42 10,011.42
1266 20MM PE H2O TUBE SDR9 *** M 902.20 30.46 27,483.50
1303 20MM CORPORATION STOP EA 476 104.93 49,945.40
1304 25MM CORPORATION STOP EA 283 82.19 23,261.04
1305 40MM CORPORATION STOP EA 4 326.25 1,305.00
1306 50MM CORPORATION STOP EA 30 255.70 7,671.13
1319 50MM CURB STOP EA 1 165.00 165.00
1326 ***MM GATE V & V BX EA 14 3,387.43 47,424.00
1327 50MM GATE V & V BX EA 18 376.55 6,777.93
1328 100MM GATE V & V BX EA 5 462.00 2,310.00
1329 150MM GATE V & V BX EA 242 611.95 148,092.45
1330 200MM GATE V & V BX EA 115 810.66 93,226.03
1331 250MM GATE V & V BX EA 3 1,396.67 4,190.00
1332 300MM GATE V & V BX EA 106 1,642.65 174,121.47
1312 ***MM BALL VALVE EA 6 250.67 1,504.00
1333 400MM GATE V & VAULT EA 2 4,200.00 8,400.00
1336 300MM BUTRFLY V & V BX EA 1 1,300.00 1,300.00
1344 ***MM TAPN SLEV V & V BX EA 3 1,905.33 5,716.00
1345 150MM TAPN SLEV V & V BX EA 4 2,109.37 8,437.50
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 18
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1346 200MM TAPN SLEV V & V BX EA 19 3,196.79 60,739.01
1348 300MM TAPN SLEV V & V BX EA 3 4,465.00 13,395.00
1350 *** X ***MM TAPN SLV V BX EA 49 3,970.59 194,559.06
1308 *** X 20MM TAPPING SADDLE EA 230 188.38 43,327.84
1310 *** X ***MM TAPPING SADDL EA 291 261.85 76,199.42
1355 25MM AIR RELEASE ASSEMBLY EA 2 1,200.00 2,400.00
1357 50MM AIR RELEASE ASSEMBLY EA 1 1,000.00 1,000.00
1361 ***MM BLOW OFF ASSEMBLY EA 6 725.83 4,355.00
1363 50MM BLOW OFF ASSEMBLY EA 5 2,368.00 11,840.00
1295 ***MM TRANS COUPLN ****** EA 5 155.72 778.60
1296 150MM TRANS COUPLN ****** EA 30 294.57 8,837.26
1297 200MM TRANS COUPLN ****** EA 22 351.41 7,731.06
1298 250MM TRANS COUPLN ****** EA 4 985.25 3,941.00
1299 300MM TRANS COUPLN ****** EA 10 627.00 6,270.00
1300 400MM TRANS COUPLN ****** EA 4 395.50 1,582.00
1373 RELOCATE WATER METER EA 769 384.31 295,531.46
1375 REMOVE WATER METER EA 2 200.00 400.00
1365 FIRE HYDRANT EA 58 1,604.19 93,043.18
1367 RELOCATE FIRE HYDRANT EA 239 1,366.83 326,671.78
1408 100MM PVC SS PIPE SDR 35 M 808 99.57 80,449.77
1409 150MM PVC SS PIPE SDR 35 M 2 125.06 250.12
1410 200MM PVC SS PIPE SDR 35 M 7,280.16 77.55 564,594.82
1411 250MM PVC SS PIPE SDR 35 M 5 79.20 396.00
1412 300MM PVC SS PIPE SDR 35 M 435 81.26 35,348.10
1414 ***MM PVC FRC MN SS 1.38 M 1,895.10 29.56 56,029.65
1415 100MM PVC FRC MN SS 1.38 M 543.30 43.01 23,366.85
1416 150MM PVC FRC MN SS 1.38 M 34 105.00 3,570.00
1430 ***MM DI SS PIPE CL **** M 64 544.49 34,847.36
1433 200MM DI SS PIPE CL **** M 3,533 118.86 419,936.24
1434 250MM DI SS PIPE CL **** M 2,246 123.00 276,258.00
1435 300MM DI SS PIPE CL **** M 82 100.00 8,200.00
1436 400MM DI SS PIPE CL **** M 1,061 237.66 252,160.00
1437 450MM DI SS PIPE CL **** M 580.87 155.64 90,406.61
1438 600MM DI SS PIPE CL **** M 67 580.00 38,860.00
1420 100MM DI SS PIPE PC 2.41 M 108 97.22 10,500.00
1421 150MM DI SS PIPE PC 2.41 M 56.20 75.02 4,216.20
1422 200MM DI SS PIPE PC 2.41 M 3,147.07 104.20 327,933.61
1423 250MM DI SS PIPE PC 2.41 M 431 168.53 72,637.00
1424 300MM DI SS PIPE PC 2.41 M 403 230.49 92,886.00
1425 400MM DI SS PIPE PC **** M 402 179.63 72,210.00
1427 600MM DI SS PIPE PC **** M 255 293.00 74,715.00
1441 ***MM DI FRC MN SS P **** M 32 118.00 3,776.00
1442 100MM DI FRC MN SS P 2.41 M 424.80 68.46 29,082.54
1443 150MM DI FRC MN SS P 2.41 M 1,072 57.74 61,900.00
1468 DI SS PIPE FITTINGS KG 2,014.50 8.07 16,267.11
1490 ***MM SS CLEAN-OUT EA 6 369.17 2,215.00
1492 SANITARY SEWER CLEAN-OUT EA 224 262.07 58,704.74
1470 STD 1200MM DIA PC MH 0-2M EA 232 1,609.79 373,472.20
1471 STD 1500MM DIA PC MH 0-2M EA 23 2,581.74 59,380.00
1482 STD PC MH WALL 1200MM 2+ M 400.38 471.90 188,942.06
1484 STD PC MH WALL, 1500MM 2+ M 63.50 410.87 26,090.50
1476 SS MH OS DROP ASSEMBLY M 14.80 681.17 10,081.30
1477 SS MH IS DROP ASSEMBLY M 2 1,267.50 2,535.00
1496 FL OR REMV *** PIPE ***** M2 2,291.10 72.24 165,511.55
1497 FL OR REMV 150 PIPE ***** M2 7,396 15.98 118,229.55
1498 FL OR REMV 200 PIPE ***** M2 7,814 21.70 169,551.40
1499 FL OR REMV 250 PIPE ***** M2 2,545 14.40 36,642.20
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 19
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1500 FL OR REMV 300 PIPE ***** M2 7,674 32.96 252,935.83
1501 FILL/REM ABN 400 PIPE *** M 2,201 31.76 69,898.00
1479 B,P&F ABANDN UTIL MANHOLE EA 79 773.26 61,087.64
1485 BREAK DOWN & REBUILD MH EA 57 1,354.18 77,188.15
1487 REMOVE EXISTING MANHOLE EA 6 698.33 4,190.00
1481 WATERTIGHT MH RING & CVR EA 15 286.53 4,298.00
1483 BREAK DOWN & CAP MANHOLE EA 1 1,200.00 1,200.00
1385 ***MM STL NCAS PIPE****OC M 56 221.00 12,376.00
1387 450MM STL NCAS PIPE****OC M 67 268.80 18,010.00
1388 600MM STL NCAS PIPE****OC M 60 275.00 16,500.00
1390 900MM STL NCAS PIPE****OC M 43.50 450.00 19,575.00
1392 ***MM STL NCAS PIPE****BJ M 514.19 605.10 311,136.83
1393 300MM STL NCAS PIPE****BJ M 40 200.00 8,000.00
1394 450MM STL NCAS PIPE****BJ M 85 424.00 36,040.00
1395 600MM STL NCAS PIPE****BJ M 288 614.35 176,933.00
1396 750MM STL NCAS PIPE****BJ M 167 900.75 150,425.00
1397 900MM STL NCAS PIPE****BJ M 187.50 868.67 162,875.00
1401 CL A CONC FOR PIERS M3 3 1,850.00 5,550.00
1081 TEMPORARY SILT FENCE M 84,600 6.87 580,947.05
1097 EROS CONTRL STONE CL A MTN 855 35.70 30,525.00
1098 EROS CONTRL STONE CL B MTN 167,375 30.73 5,144,225.95
1089 SEDIMENT CONTROL STONE MTN 87,525 27.44 2,401,886.60
1075 TEMPORARY MULCHING HA 1,796.50 854.27 1,534,690.55
1059 SEED FOR TEMP SEEDING KG 92,475 5.37 496,870.00
1060 FERT FOR TEMP SEEDING MTN 745.25 489.20 364,577.16
1076 TEMPORARY SLOPE DRAINS M 25,955 28.24 732,957.50
1077 INLET PROTCN @ TSD'S EA 1,542 132.42 204,188.04
52 SILT EXCAVATION M3 798,740 4.62 3,690,905.95
1056 SYNTHETIC ROVING M2 244,195 1.79 436,402.75
1067 MATTING FOR EROS CONTROL M2 166,773 1.78 297,768.15
1091 6.4MM HARDWARE CLOTH M 38,914 10.47 407,576.60
1099 ***MM TEMPORARY PIPE M 1,837 92.80 170,482.85
1094 FLOAT TURBIDITY CURTAIN M2 915 50.26 45,985.00
53 *** X *** X *** PERF TEE EA 16 2,473.44 39,575.00
54 *** X *** X *** PERF TEE EA 11 2,286.48 25,151.31
1085 STILLING BASINS M3 5,450 27.88 151,973.00
1057 SEEDING & MULCHING HA 2,101.50 2,590.06 5,443,019.42
1058 MOWING HA 947.50 95.09 90,098.16
1061 SEED FOR REPAIR SEEDING KG 21,325 14.36 306,314.50
1062 FERT FOR REPAIR SEEDING MTN 70.50 711.01 50,126.25
1063 SEED FOR SUPP SEEDING KG 58,975 4.16 245,540.00
1065 SODDING M2 132,735 5.75 763,102.75
1066 WATER KL 28,368 23.94 679,081.05
1068 FERTILIZER TOPDRESSING MTN 3,599 308.64 1,110,794.85
1093 IMPERVIOUS DIKE M 2,590 96.39 249,660.70
1095 SPECIALIZED HAND MOWING HR 322.50 49.71 16,030.52
1096 RESPONSE FOR EROS CONTRL EA 1,048 97.72 102,413.92
1090 CULVERT DIVERSION CHANNEL M3 11,275 8.54 96,285.00
2526 RED MAPLE EA 158 100.00 15,800.00
2556 REDBUD EA 75 85.00 6,375.00
2560 WHITE FRINGETREE EA 40 90.00 3,600.00
2586 FRUITLAND ELAEAGNUS EA 40 131.00 5,240.00
2646 AMERICAN HOLLY EA 125 110.00 13,750.00
2680 TULIP TREE EA 137 125.00 17,125.00
2716 WAXMYRTLE EA 1,150 14.00 16,100.00
2742 LOBLOLLY PINE EA 724 67.42 48,812.00
2806 BALDCYPRESS EA 48 120.00 5,760.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 20
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2823 REFORESTATION HA 168.20 1,414.96 237,996.80
2825 STREAMBANK REFORESTATION HA 16.30 4,979.06 81,158.67
2822 WETLAND REFORESTATION HA 2.82 3,223.40 9,090.00
2834 MULCH FOR PLANTING M3 2,330 27.67 64,482.56
2836 WATER FOR PLANTING KL 178 38.86 6,916.48
2837 PLANT BED FUMIGATION M2 23,000 1.91 44,038.00
2862 50MM PVC H2O PIPE SCH 40 M 1 20.00 20.00
2884 TOPSOIL M3 50 22.00 1,100.00
1594 1 SECT 200MM SIGNAL HEAD EA 2 315.00 630.00
1595 1 SECT 300MM SIGNAL HEAD EA 21 538.86 11,316.00
1600 3 SECT COMBO 300MM SIG HD EA 837 721.97 604,290.35
1635 RELOC 3 SECT 300MM SIG HD EA 6 210.00 1,260.00
1651 BKPLT 3 SECT 300MM SIG HD EA 30 117.90 3,537.00
1663 BKPLT 5 SECT 300MM SIG HD EA 5 202.00 1,010.00
1667 LOUVER FOR 300MM SGNL SEC EA 12 205.00 2,460.00
1673 SGNL HD SINGL OPT PRG SEC EA 1 1,417.67 1,417.67
1676 SGNL HD MULT OPT PROG SEC EA 1 2,938.44 2,938.44
1699 300MM PEDESTRN SIGNAL HD EA 100 1,001.62 100,162.56
1710 SIGN EA 211 270.42 57,057.91
1712 RELOCATE SIGN EA 2 127.32 254.64
1725 12-4 TRAFFIC SIGNAL CABLE M 2,569 5.11 13,142.61
1726 12-7 TRAFFIC SIGNAL CABLE M 1,024 6.71 6,868.00
1736 UNDRGRD COMMUNICATN CABLE M 2,865 6.76 19,374.25
1743 AERIAL COMMUNICATNS CABLE M 4,530 11.12 50,372.60
1749 9.52MM MESSENGER CABLE M 19,527 10.42 203,393.63
1750 6.35MM MESSENGER CABLE M 49,680 7.04 349,951.03
1751 AERIAL FIBER OPTIC CABLE M 2,450 5.00 12,250.00
1755 INTERCONNECT CENTER EA 80 3,187.86 255,029.11
1757 SPLICE CABINET EA 5 1,273.60 6,368.00
1756 2-8 PH CONTRLR & CABINET EA 23 11,640.78 267,738.00
1769 FOUNDTN CONTRLR CABNET EA 154 871.31 134,182.61
1776 BEACON CNTLR ASSEM & CBNT EA 6 3,535.00 21,210.00
1777 INDUCTIVE LOOP SAWCUT M 52,537 23.83 1,251,985.23
1802 LEAD-IN CABLE M 90,542 4.18 378,106.16
1805 50MM CONDUIT M 39,479.50 6.97 275,279.14
1809 TRENCHING (UNPAVED) M 41,105 11.42 469,576.77
1810 TRENCHING (PAVED) M 1,762 82.84 145,960.10
1817 ONE CHNL DETECT UNIT EA 1 188.00 188.00
1819 TWO CHNL DETECT UNIT EA 154 289.20 44,537.00
1825 PULL BOX EA 787 321.62 253,114.90
1827 OVER-SIZED PULL BOX EA 241 553.20 133,320.28
1830 WOOD POLE EA 386 876.82 338,453.10
1832 25MM RISER W/ WEATHERHEAD EA 113 279.76 31,612.45
1833 50MM RISER W/ WEATHERHEAD EA 423 340.58 144,067.30
1835 GUY ASSEMBLY EA 789 272.14 214,722.35
1828 PEDESTRIAN SIGNL PEDESTAL EA 17 996.09 16,933.50
1837 METAL POLE EA 107 3,308.78 354,039.16
1831 MASTARM M 996 129.55 129,028.31
1842 RIGID SIGNAL HD MNTG BRKT EA 226 209.33 47,309.80
1841 RIGID SIGN MNTG BRACKET EA 21 224.02 4,704.46
1849 FOUNDATION FOR METAL POLE EA 223 3,023.68 674,281.00
1851 METAL POLE REMOVAL EA 2 430.00 860.00
1852 METAL POLE FOUNDN REMVL EA 2 537.00 1,074.00
1807 JACKING & BORING M 3,096 108.03 334,470.87
2275 CM&R TEMP STR *********** LS 4 217,500.00 870,000.00
2277 TEMP RR SHORING ***,***** LS 2 35,000.00 70,000.00
2278 REMV STR @ ************ LS 5 33,054.60 165,273.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 21
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2284 REMV STR @ ************ LS 32 55,075.00 1,762,400.00
2290 REMV STR @ ************ LS 1 15,000.00 15,000.00
2293 REMV STR @ ************ LS 23 10,719.56 246,550.00
2294 PC RCBC @ ************ LS 1 78,375.00 78,375.00
2306 FND EXCAV B** @ ********* LS 91 11,716.43 1,066,195.00
2308 ****MM DRILLD PIER NO ROC M 1,810.66 1,181.94 2,140,098.74
2309 ****MM DRILLD PIER IN ROC M 841.10 3,762.85 3,164,930.11
2310 ****MM DIA PER STL CASING M 8,091.74 325.62 2,634,878.90
2312 UNCL STR EXCAV M3 11,359.90 14.88 169,011.50
2314 CULV EXCAV @ ************ LS 82 21,246.08 1,742,178.75
2317 FND COND MATL BOX CULV MTN 14,698 29.96 440,337.13
2323 REINF CONC DECK SLAB M2 177,959.10 170.61 30,362,665.79
2325 GROOVING BRIDGE FLOORS M2 161,322.80 3.52 567,534.20
2329 CL AA CONC, BRIDGE M3 31,427.30 348.85 10,963,509.58
2330 CL A CONC, BRIDGE M3 16,562.40 592.75 9,817,339.66
2336 CL A CONC, CULVERT M3 24,020.80 389.68 9,360,568.09
2342 APPROACH SLABS ********** LS 110 19,880.95 2,186,904.70
2345 REINF STEEL (BRIDGE) KG 2,011,402 1.10 2,205,855.76
2348 EPOXY CTD REINF STL BRG KG 7,267,014 1.10 7,995,790.68
2354 SPIRAL COL REINF STL STR KG 270,093 2.02 544,886.93
2357 REINF STL CULV KG 2,088,402 1.11 2,318,470.26
2363 914MM PRESTR CONC GIRDERS M 1,314.32 343.73 451,770.56
2364 1143MM PRESTR CONC GIRDER M 9,216.11 357.32 3,293,127.71
2365 1372MM PRESTR CONC GIRDER M 10,879.58 397.60 4,325,681.80
2366 STRUCTURAL STEEL LS 7,179,420 2.46 17,683,127.99
2367 PAINTING STR STL ******** LS 8 26,456.25 211,650.00
2368 PAINTING STR STL ******** LS 1 38,200.00 38,200.00
2383 305MM PRESTR CONC PILES M 7,940.10 74.11 588,430.00
2386 508MM PRESTR CONC PILES M 174 196.50 34,191.00
2394 HP310X79 STL PILE M 45,629.70 81.98 3,740,836.78
2399 HP360X108 STL PILE M 16,772.60 98.97 1,659,929.07
2403 STEEL PILE POINTS EA 306 120.55 36,890.00
2400 PAINTING STL PILE ******* LS 10 66,640.00 666,400.00
2417 METHOD A WATERPROOFING M2 291 177.32 51,600.00
2426 METHOD D DAMPPROOFING M2 181 60.00 10,860.00
2429 ONE BAR METAL RAIL M 793.79 137.92 109,478.10
2432 TWO BAR METAL RAIL M 1,186.89 172.50 204,743.86
2435 THREE BAR METAL RAIL M 813.45 411.75 334,935.21
2441 ***MM GALV STL PIPE RAIL M 161.80 246.00 39,802.80
2444 CONC BARRIER RAIL M 20,122.18 112.16 2,256,840.74
2445 CONC MEDIAN BARRIER M 2,467.15 86.15 212,545.32
2447 ***X****MM CONC PARAPET M 2,043.97 124.56 254,596.64
2455 100MM SLOPE PROTECTION M2 39,677.60 50.15 1,989,804.83
2456 SURFACE PREPARATION I M2 2,032.90 16.42 33,389.38
2457 SURFACE PREPARATION IA M2 44.20 37.11 1,640.26
2458 SURFACE PREPARATION IB M2 2,007.30 6.90 13,854.63
2459 SURFACE PREPARATION II M2 236.60 208.31 49,286.01
2460 SURFACE PREPARATION III M2 50 387.12 19,356.00
2461 LATEX MOD CONC OVERLAY M3 117 785.05 91,850.45
2462 P&F LATEX MOD CONC OVRLAY M2 2,466.70 46.25 114,077.80
2467 PLAIN RIP RAP B MTN 1,039 53.40 55,484.60
2479 PLAIN RIP RAP II 600MM TK MTN 28,739 34.48 991,086.80
2477 RIP RAP FILTER FABRIC M2 2,529 2.40 6,071.08
2469 SELF-LUB EXP BEARING ASMB LS 2 17,500.00 35,000.00
2473 POT BEARINGS LS 9 91,948.11 827,532.96
2475 ELASTOMERIC BEARINGS LS 40 14,461.90 578,476.13
2483 EVAZOTE JOINT SEALS LS 37 34,597.05 1,280,091.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 22
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
2484 STRIP SEALS LS 1 4,400.00 4,400.00
2487 EXPANSION JOINT SEALS LS 6 43,250.00 259,500.00
2488 MODULAR EXP JOINT SEALS LS 2 79,719.17 159,438.34
2493 ELECT COND SYS ********** LS 6 18,488.17 110,929.00
2499 STR DRAIN SYS *********** LS 5 101,470.48 507,352.38
2508 914X533PRSTR C CORED SLB M 9,341.04 253.95 2,372,189.13
MISC. ITEMS NOT INCLUDED IN ABOVE ITEM LIST.
MISC. GRADING 6,217,515.55
MISC. DRAINAGE 6,650,956.52
MISC. PAVING 94,615,982.82
MISC. FENCING 119,834.30
MISC. BUILDINGS 14,842.50
MISC. LANDSCAPING 656,901.22
MISC. SIGNS 312,150.19
MISC. SIGNALIZATN 7,263,161.75
MISC. UTILITIES 3,375,771.22
MISC. RR TRACK 401,154.10
MISC. CULVERTS 39,903.50
MISC. RETAIN WALLS 1,030,210.00
MISC. BRIDGES 37,629,006.94
MISC. OTHER 6,244,339.69
MISC. ELECTRICAL 382,296.02
TOTALS FOR ALL ITEMS IN EACH WORK GROUP.
TOTAL GRADING 150,392,499.24
TOTAL DRAINAGE 43,509,341.16
TOTAL PAVING 181,807,321.48
TOTAL FENCING 2,918,540.43
TOTAL BUILDINGS 72,749.97
TOTAL LANDSCAPING 28,649,573.42
TOTAL SIGNS 4,298,961.02
TOTAL SIGNALIZATN 14,633,000.04
TOTAL LIGHTING 711,748.67
TOTAL UTILITIES 18,667,512.24
TOTAL RR TRACK 540,986.00
TOTAL CULVERTS 14,241,382.73
TOTAL RETAIN WALLS 1,030,210.00
TOTAL BRIDGES 160,022,729.85
TOTAL OTHER 47,299,470.49
TOTAL ELECTRICAL 13,434,912.37
GRAND TOTAL 682,230,939.11
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 23
AVERAGE UNIT BIDS
DIVISION 01
DATE 0001-0012
PROPOS T.I.P. PROJECT COUNTY $ TOTAL JOB FUND THOU$ PROJ DESCRIPTION WORK TYPES AREA CNTY LOCATION
NO/BRK NO. /MILE MILES NO. CD1 CD2 GDPFSLSLURACWB DIVS
***** DEC 2000 *****
03/01 R-2548 6.149002T WASHINGTN 12,942,407.63 RWY 1,272 10.175 2 0 0 U C B 1 1 14
03/02 R-2548 6.149003T WASHINGTN 11,219,126.38 RWY 1,534 7.314 4 0 0 U C B 1 1 14
03/03 R-2548 6.149002T WASHINGTN 170,577.00 CLV 0.000 1 2 2 U C B 1 1 14 73+72.000-L
03/04 R-2548 6.149003T WASHINGTN 419,642.00 CLV 0.010 1 3 5 U C B 1 1 14 122+88.000-L
03/05 R-2548 6.149002T WASHINGTN 371,695.95 BRG A 0.000 3 836 19 U C B 1 1 14 167+58.110 W
03/06 R-2548 6.149002T WASHINGTN 378,105.55 BRG A 0.049 3 836 19 U C B 1 1 14 167+58.110 E
03/07 R-2548 6.149002T WASHINGTN 398,579.22 BRG I 0.000 3 845 11 U C B 1 1 14 43+58 -L1-WB
03/08 R-2548 6.149002T WASHINGTN 397,069.44 BRG I 0.048 3 845 11 U C B 1 1 14 43+58 -L1-EB
03/09 R-2548 6.149002T WASHINGTN 324,865.59 BRG A 0.000 2 845 19 U C B 1 1 14 51+66 -L1-WB
03/10 R-2548 6.149002T WASHINGTN 319,685.79 BRG A 0.044 2 845 19 U C B 1 1 14 51+66 -L1-EB
03/11 R-2548 6.149002T WASHINGTN 387,072.02 BRG I 0.000 3 845 11 U C B 1 1 14 90+09.216 LW
03/12 R-2548 6.149002T WASHINGTN 386,208.28 BRG I 0.040 3 845 11 U C B 1 1 14 90+09.216 LE
03/13 R-2548 6.149003T WASHINGTN 760,155.89 BRG I 0.000 5 845 16 U C B 1 1 14 96+32.895L W
03/14 R-2548 6.149003T WASHINGTN 736,875.89 BRG I 0.092 5 845 16 U C B 1 1 14 96+32.895L E
03/15 R-2548 6.149003T WASHINGTN 504,964.85 BRG A 0.000 3 854 19 U C B 1 1 14 117+66 -L- W
03/16 R-2548 6.149003T WASHINGTN 504,964.85 BRG A 0.066 3 854 19 U C B 1 1 14 117+66 -L- E
03/17 R-2548 6.149003T WASHINGTN 367,333.10 BRG I 0.000 3 845 11 U C B 1 1 14 158+24.368LW
03/18 R-2548 6.149003T WASHINGTN 367,500.60 BRG I 0.038 3 845 11 U C B 1 1 14 158+24.368LE
PROJECT TOTAL = 30,956,830.03 HIGGERSON-BUCHANAN, IN
***** DEC 2000 TOTAL = $30,956,830.03
GRAND TOTAL = $30,956,830.03
COST/PROJECT MILE = $1,731,753.74 TOTAL PROJECT MILES = 17.876
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 24
AVERAGE UNIT BIDS
DIVISION 01
DATE 0001-0012
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 1 1,308,000.00 1,308,000.00
2 CONSTRUCTION SURVEYING LS 1 650,000.00 650,000.00
7 CLEARING & GRUBBING LS 56.70 29,938.27 1,697,500.00
8 SUPP CLEARING & GRUBBING HA 3.20 8,800.00 28,160.00
15 UNCLASSIFIED EXCAVATION M3 22,700 3.00 68,100.00
18 REINF BRG APPR ********** LS 14 10,642.86 149,000.00
19 UNDERCUT EXCAVATION M3 33,571 3.20 107,427.20
31 SOIL STABILIZATION FABRIC M2 217,520 0.68 147,913.60
37 BORROW EXCAVATION M3 3,294,200 3.53 11,628,526.00
45 DRAINAGE DITCH EXCAVATION M3 104,025 3.00 312,075.00
60 REMOVAL OF ASPH PAVEM'T M2 19,200 1.50 28,800.00
63 PROOF ROLLING HR 127 130.00 16,510.00
74 FND CONDIT MAT'L MIN STR MTN 2,849 19.40 55,270.60
101 375MM RCP CULV CLASS III M 1,310.40 66.00 86,486.40
102 450MM RCP CULV CLASS III M 1,168.80 74.00 86,491.20
103 600MM RCP CULV CLASS III M 2,106 89.00 187,434.00
104 750MM RCP CULV CLASS III M 777.60 120.00 93,312.00
105 900MM RCP CULV CLASS III M 1,252.80 152.00 190,425.60
106 1050MM RCP CULV CLASS III M 75.60 204.00 15,422.40
107 1200MM RCP CULV CLASS III M 722.40 241.00 174,098.40
108 1350MM RCP CULV CLASS III M 230.40 315.00 72,576.00
109 1500MM RCP CULV CLASS III M 69.60 392.00 27,283.20
111 1800MM RCP CULV CLASS III M 42 540.00 22,680.00
120 600MM RCP CULV CLASS IV M 186 103.00 19,158.00
234 ***0MM BCCSP A **** M 20.40 160.00 3,264.00
238 400MM BCCSP A 1.63 M 933.60 69.00 64,418.40
239 450MM BCCSP A 1.63 M 122.40 86.00 10,526.40
243 800MM BCCSP A 2.01 M 24 103.00 2,472.00
426 ***0X ***0MM BCCSP ARC*** M 4.80 250.00 1,200.00
497 FINE GRADING LS 1 377,700.00 377,700.00
509 AGGREGATE BASE COURSE MTN 572 19.25 11,011.00
530 INCIDENTAL STONE BASE MTN 2,500 19.25 48,125.00
543 INCIDENTAL MILLING M2 1,380 5.15 7,107.00
574 ASPH PLT MIX PVMT REPAIR MTN 48 200.00 9,600.00
659 PIPE REMOVAL M 435.60 16.00 6,969.60
662 SUBDRAIN EXCAVATION M3 1,035 4.00 4,140.00
663 SUBDR FINE AGGREGATE M3 518 25.50 13,209.00
665 150MM PERF SUBDR PIPE M 1,250 10.00 12,500.00
668 150MM SUBDR PIPE Y,T,&L'S EA 125 9.50 1,187.50
670 CONC PAD FOR SUBDRN OUTLT EA 9 150.00 1,350.00
672 150MM OUTLET PIPE (SD) M 18 20.00 360.00
700 PIPE COLLARS M3 6.04 700.00 4,228.00
706 MASONRY DRAINAGE STRS EA 108 1,550.00 167,400.00
708 MASONRY DRAINAGE STRS M 10.23 500.00 5,115.00
720 FRM & GRT STD 840.**** EA 11 150.00 1,650.00
734 FRM & 2GRTS STD 840.20 EA 18 210.00 3,780.00
738 FRM & 2GRTS STD 840.22 EA 77 210.00 16,170.00
781 MODIFIED CONCRETE FLUME EA 1 700.00 700.00
825 PC CONC BARRIER, SF M 164 200.00 32,800.00
875 GRDRAIL ANCHOR ********** EA 4 2,100.00 8,400.00
915 GRDRAIL ANCHOR XI (MOD) EA 4 1,500.00 6,000.00
933 WW WIRE FENCE 1200MM FABR M 23,850 8.14 194,139.00
939 100MM FENCE POSTS 2.30M EA 5,110 15.45 78,949.50
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 25
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
945 125MM FENCE POSTS 2.50M EA 910 30.90 28,119.00
963 CL FENCE ****MM FABRIC M 13,140 32.83 431,379.00
969 LINE POST FOR ****MM CL F EA 3,640 119.05 433,335.00
975 TERM POST FOR ****MM CL EA 157 153.81 24,148.00
981 M GATE POST ****MM CL F EA 78 150.00 11,700.00
985 ADDITIONAL BARBED WIRE M 2,385 3.10 7,393.50
1008 PLN RIP RAP CL I MTN 549.90 35.00 19,246.50
1054 PLN RIP RAP, CLASS B MTN 1,331.80 33.70 44,881.66
43 FILTER FABRIC FOR DRAINGE M2 6,300 0.75 4,725.00
2199 WORK ZONE SIGNS (STAT) M2 31 130.00 4,030.00
2249 WORK ZONE SIGNS (PORT) M2 18 140.00 2,520.00
2205 WORK ZONE SIGNS (BARRICAD M2 15 120.00 1,800.00
2251 WARNING FLAGS EA 36 10.00 360.00
2208 DRUMS EA 90 42.00 3,780.00
2204 CONES EA 100 20.00 2,000.00
2203 BARRICADES (TYPE III) M 120 140.00 16,800.00
2254 FLAGGER MD 408 125.00 51,000.00
2144 TEMP RAISED PVMT MRKS EA 450 4.12 1,854.00
1863 100MM THERMO MKG, 2.3MMTK M 2,800 1.40 3,920.00
1864 100MM THERMO MKG 3.1MM TK M 2,820 1.53 4,314.60
2023 PAINT PVT MKG LINES 100MM M 44,220 0.57 25,205.40
2032 PAINT PVT MKG LINES 200MM M 180 2.06 370.80
2042 PAINT PVT MKG LINES 600MM M 100 4.12 412.00
2149 PERM RAISED PVMT MARKERS EA 346 4.12 1,425.52
2170 GR DELINATRS, PERM CRYSTL EA 20 8.00 160.00
2167 BARRIER DELIN PERM, CRYST EA 30 8.00 240.00
2171 2.1M U-CHANNEL POSTS EA 6 30.00 180.00
2194 OBJECT MARKERS (END OF RD EA 6 75.00 450.00
1403 FND CONDIT MAT'L ******** MTN 408 26.00 10,608.00
1213 BEDDN MAT'L CL ********** MTN 408 22.00 8,976.00
1405 PVMT REP FOR UTILITY WORK MTN 0.60 250.00 150.00
1233 100MM DI H2O PIPE 2.41MPA M 26.30 54.00 1,420.20
1234 150MM DI H2O PIPE 2.41MPA M 21.50 55.00 1,182.50
1277 100MM PVC H2O P SD21 1.38 M 516.70 29.00 14,984.30
1278 150MM PVC H2O P SD21 1.38 M 318.10 33.00 10,497.30
1279 200MM PVC H2O P SD21 1.38 M 1,854.20 37.00 68,605.40
1293 DI H2O FITTINGS 1.72MPA KG 1,272.40 5.50 6,998.20
1266 20MM PE H2O TUBE SDR9 *** M 49.50 28.00 1,386.00
1303 20MM CORPORATION STOP EA 3 80.00 240.00
1328 100MM GATE V & V BX EA 1 395.00 395.00
1329 150MM GATE V & V BX EA 2 480.00 960.00
1330 200MM GATE V & V BX EA 3 670.00 2,010.00
1308 *** X 20MM TAPPING SADDLE EA 3 90.00 270.00
1373 RELOCATE WATER METER EA 3 350.00 1,050.00
1367 RELOCATE FIRE HYDRANT EA 1 800.00 800.00
1414 ***MM PVC FRC MN SS 1.38 M 1,672.10 26.50 44,310.65
1081 TEMPORARY SILT FENCE M 11,260 5.50 61,930.00
1097 EROS CONTRL STONE CL A MTN 200 35.50 7,100.00
1098 EROS CONTRL STONE CL B MTN 21,725 33.00 716,925.00
1089 SEDIMENT CONTROL STONE MTN 8,000 26.50 212,000.00
1075 TEMPORARY MULCHING HA 215 573.00 123,195.00
1059 SEED FOR TEMP SEEDING KG 12,550 3.97 49,823.50
1060 FERT FOR TEMP SEEDING MTN 101 283.00 28,583.00
1076 TEMPORARY SLOPE DRAINS M 1,335 23.00 30,705.00
1077 INLET PROTCN @ TSD'S EA 102 100.00 10,200.00
52 SILT EXCAVATION M3 97,100 2.60 252,460.00
1056 SYNTHETIC ROVING M2 17,920 1.50 26,880.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 26
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1067 MATTING FOR EROS CONTROL M2 9,010 1.12 10,091.20
1091 6.4MM HARDWARE CLOTH M 650 12.50 8,125.00
1085 STILLING BASINS M3 450 30.00 13,500.00
1057 SEEDING & MULCHING HA 299 2,200.00 657,800.00
1058 MOWING HA 116 72.00 8,352.00
1061 SEED FOR REPAIR SEEDING KG 2,525 7.40 18,685.00
1062 FERT FOR REPAIR SEEDING MTN 8.50 283.00 2,405.50
1063 SEED FOR SUPP SEEDING KG 8,375 2.90 24,287.50
1068 FERTILIZER TOPDRESSING MTN 502.25 255.50 128,324.88
1095 SPECIALIZED HAND MOWING HR 5 36.00 180.00
1096 RESPONSE FOR EROS CONTRL EA 52 210.00 10,920.00
1090 CULVERT DIVERSION CHANNEL M3 880 10.00 8,800.00
2823 REFORESTATION HA 17.40 1,222.00 21,262.80
2306 FND EXCAV B** @ ********* LS 20 1,672.25 33,445.00
2314 CULV EXCAV @ ************ LS 2 56,755.00 113,510.00
2317 FND COND MATL BOX CULV MTN 516 30.00 15,480.00
2323 REINF CONC DECK SLAB M2 9,194 268.00 2,463,992.00
2325 GROOVING BRIDGE FLOORS M2 7,772.90 4.00 31,091.60
2330 CL A CONC, BRIDGE M3 1,650 439.00 724,350.00
2336 CL A CONC, CULVERT M3 692.70 535.00 370,594.50
2342 APPROACH SLABS ********** LS 14 12,714.28 178,000.00
2345 REINF STEEL (BRIDGE) KG 144,745 0.90 130,270.50
2354 SPIRAL COL REINF STL STR KG 11,963 1.42 16,987.46
2357 REINF STL CULV KG 60,423 1.50 90,634.50
2363 914MM PRESTR CONC GIRDERS M 475.80 305.00 145,119.00
2364 1143MM PRESTR CONC GIRDER M 2,544 326.00 829,344.00
2365 1372MM PRESTR CONC GIRDER M 649.70 399.00 259,230.30
2383 305MM PRESTR CONC PILES M 5,498 59.00 324,382.00
2394 HP310X79 STL PILE M 4,570 59.00 269,630.00
2444 CONC BARRIER RAIL M 1,490.09 113.00 168,380.86
2455 100MM SLOPE PROTECTION M2 3,054.70 53.00 161,899.10
2477 RIP RAP FILTER FABRIC M2 2,024 2.30 4,655.20
2475 ELASTOMERIC BEARINGS LS 1 57,500.00 57,500.00
2483 EVAZOTE JOINT SEALS LS 1 109,000.00 109,000.00
MISC. ITEMS NOT INCLUDED IN ABOVE ITEM LIST.
MISC. GRADING 1,011,534.60
MISC. DRAINAGE 90,798.00
MISC. PAVING 952,548.50
MISC. FENCING 72,903.00
MISC. BRIDGES 297,800.00
MISC. OTHER 33,500.00
TOTALS FOR ALL ITEMS IN EACH WORK GROUP.
TOTAL GRADING 14,972,212.50
TOTAL DRAINAGE 1,747,181.10
TOTAL PAVING 1,427,444.82
TOTAL FENCING 1,282,066.00
TOTAL LANDSCAPING 2,477,417.04
TOTAL UTILITIES 174,843.55
TOTAL CULVERTS 590,219.00
TOTAL BRIDGES 6,205,077.02
TOTAL OTHER 1,996,225.00
TOTAL ELECTRICAL 84,144.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 27
GRAND TOTAL 30,956,830.03
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 28
AVERAGE UNIT BIDS
DIVISION 02
DATE 0001-0012
PROPOS T.I.P. PROJECT COUNTY $ TOTAL JOB FUND THOU$ PROJ DESCRIPTION WORK TYPES AREA CNTY LOCATION
NO/BRK NO. /MILE MILES NO. CD1 CD2 GDPFSLSLURACWB DIVS
***** JUL 2000 *****
01/01 R-2001 6.201017 LENOIR 5,395,328.52 RWY 1,316 4.101 1 0 0 LS U C B 1 2 20
01/02 R-2001 6.201017 LENOIR 20,163.00 RWY 0.000 0 0 0 LS U C B 1 2 20 DEEP RUN COR
01/03 R-2001 6.201017 LENOIR 116,927.86 CLV 0.007 1 202 2 LS U C B 1 2 20 4+94.000LMED
01/04 R-2001 6.201017 LENOIR 1,792,186.42 BRG A 0.210 12 845 15 LS U C B 1 2 20 25+34.5(SBL)
01/05 R-2001 6.201017 LENOIR 1,404,636.42 BRG A 0.000 12 845 15 LS U C B 1 2 20 25+34.5(NBL)
PROJECT TOTAL = 8,729,242.22 S. T. WOOTEN CORPORATI
***** JUL 2000 TOTAL = $8,729,242.22
GRAND TOTAL = $8,729,242.22
COST/PROJECT MILE = $2,021,593.84 TOTAL PROJECT MILES = 4.318
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 29
AVERAGE UNIT BIDS
DIVISION 02
DATE 0001-0012
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1 MOBILIZATION LS 1 439,000.00 439,000.00
2 CONSTRUCTION SURVEYING LS 1 164,000.00 164,000.00
4 SUPPLEMENTAL SURVEYING HR 25 150.00 3,750.00
7 CLEARING & GRUBBING LS 5 21,000.00 105,000.00
8 SUPP CLEARING & GRUBBING HA 0.80 17,000.00 13,600.00
12 SEALING ABANDONED WELLS EA 1 2,200.00 2,200.00
15 UNCLASSIFIED EXCAVATION M3 132,700 2.85 378,195.00
18 REINF BRG APPR ********** LS 2 9,200.00 18,400.00
19 UNDERCUT EXCAVATION M3 33,800 4.25 143,650.00
29 SELECT GRANULAR MATERIAL M3 33,500 4.25 142,375.00
31 SOIL STABILIZATION FABRIC M2 13,000 1.50 19,500.00
37 BORROW EXCAVATION M3 9,000 4.25 38,250.00
45 DRAINAGE DITCH EXCAVATION M3 2,060 10.30 21,218.00
60 REMOVAL OF ASPH PAVEM'T M2 8,900 2.20 19,580.00
63 PROOF ROLLING HR 20 290.00 5,800.00
74 FND CONDIT MAT'L MIN STR MTN 725 23.00 16,675.00
101 375MM RCP CULV CLASS III M 433.20 63.00 27,291.60
102 450MM RCP CULV CLASS III M 327.60 80.00 26,208.00
103 600MM RCP CULV CLASS III M 714 92.00 65,688.00
104 750MM RCP CULV CLASS III M 374.40 105.00 39,312.00
105 900MM RCP CULV CLASS III M 140.40 147.00 20,638.80
106 1050MM RCP CULV CLASS III M 58.80 166.00 9,760.80
107 1200MM RCP CULV CLASS III M 58.80 210.00 12,348.00
255 400MM BCCSP B 1.63 M 21.60 96.00 2,073.60
497 FINE GRADING LS 1 87,500.00 87,500.00
498 SEALING PAVEMENT CRACKS KG 130 27.00 3,510.00
501 LIME TRTD SOIL (QUICKLIME M2 2,600 3.95 10,270.00
503 LIME FOR LIME TRTD SOIL MTN 25 185.00 4,625.00
509 AGGREGATE BASE COURSE MTN 54,350 14.00 760,900.00
530 INCIDENTAL STONE BASE MTN 500 15.50 7,750.00
574 ASPH PLT MIX PVMT REPAIR MTN 16 130.00 2,080.00
659 PIPE REMOVAL M 249.59 14.50 3,619.06
662 SUBDRAIN EXCAVATION M3 828 11.00 9,108.00
663 SUBDR FINE AGGREGATE M3 414 35.00 14,490.00
665 150MM PERF SUBDR PIPE M 1,000 7.75 7,750.00
668 150MM SUBDR PIPE Y,T,&L'S EA 99 6.75 668.25
670 CONC PAD FOR SUBDRN OUTLT EA 7 215.00 1,505.00
672 150MM OUTLET PIPE (SD) M 14 30.00 420.00
702 PIPE PLUGS M3 0.16 2,000.00 320.00
706 MASONRY DRAINAGE STRS EA 38 1,120.00 42,560.00
708 MASONRY DRAINAGE STRS M 2.67 900.00 2,403.00
742 FRM & 2GRTS STD 840.24 EA 35 550.00 19,250.00
776 SHLDR BERM GUTTER M 30 88.00 2,640.00
795 100MM CONC PAVED DITCH M2 30 79.00 2,370.00
806 150MM MONOLITHIC CONC ISL M2 410 40.00 16,400.00
831 ADJUSTMENT OF MANHOLES EA 1 400.00 400.00
833 ADJUSTMT OF MB & VALVE BX EA 1 225.00 225.00
863 STL BM GRDRAIL M 868.68 34.50 29,969.46
857 STL BM GRDRAIL TERM SECT EA 4 51.00 204.00
873 ADDIT GRDRAIL POSTS EA 10 46.00 460.00
875 GRDRAIL ANCHOR ********** EA 8 1,837.50 14,700.00
891 GRDRAIL ANCHOR CAT-1 EA 4 430.00 1,720.00
912 GRDRAIL ANCHOR XI EA 4 910.00 3,640.00
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 30
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
914 GRDRAIL ANCHOR XIII EA 4 320.00 1,280.00
933 WW WIRE FENCE 1200MM FABR M 6,375 5.50 35,062.50
939 100MM FENCE POSTS 2.30M EA 1,340 16.00 21,440.00
945 125MM FENCE POSTS 2.50M EA 290 35.00 10,150.00
985 ADDITIONAL BARBED WIRE M 100 0.75 75.00
1008 PLN RIP RAP CL I MTN 100 38.00 3,800.00
1053 PLN RIP RAP, CLASS A MTN 20 38.50 770.00
1054 PLN RIP RAP, CLASS B MTN 350 37.00 12,950.00
43 FILTER FABRIC FOR DRAINGE M2 1,880 2.00 3,760.00
1528 4.5KG STEEL U-CHNL POST M 879 23.00 20,217.00
1533 TYPE D SIGNS, ERECTION EA 19 115.00 2,185.00
1534 TYPE E SIGNS, ERECTION EA 110 68.00 7,480.00
1535 TYPE F SIGNS, ERECTION EA 20 92.00 1,840.00
2199 WORK ZONE SIGNS (STAT) M2 61 90.00 5,490.00
2249 WORK ZONE SIGNS (PORT) M2 20 65.00 1,300.00
2205 WORK ZONE SIGNS (BARRICAD M2 15 60.00 900.00
2214 FLASHING ARROW PANELS EA 2 4,500.00 9,000.00
2251 WARNING FLAGS EA 8 32.00 256.00
2208 DRUMS EA 88 85.00 7,480.00
2204 CONES EA 88 24.00 2,112.00
2203 BARRICADES (TYPE III) M 43 70.00 3,010.00
2254 FLAGGER MD 500 130.00 65,000.00
2250 WARNING LIGHTS (TYPE B) EA 4 260.00 1,040.00
2236 TRUCK MTD IMP ATTN 45 MPH EA 2 6,000.00 12,000.00
2144 TEMP RAISED PVMT MRKS EA 120 4.60 552.00
2189 BARRIER DELIN TEMP,CRYSTL EA 10 8.25 82.50
1863 100MM THERMO MKG, 2.3MMTK M 20,800 1.10 22,880.00
1864 100MM THERMO MKG 3.1MM TK M 703 1.25 878.75
1867 200MM THERMO MKG 2.3MM TK M 40 2.50 100.00
1870 600MM THERMO MKG 3.1MM TK M 53 21.00 1,113.00
1875 THERMO RUMBLE STRIP 100MM M 1,000 2.35 2,350.00
1877 THERMO PVT MKG CHARACTER EA 10 37.00 370.00
1886 THERMO PVT MKG SYMB 2.3MM EA 63 73.50 4,630.50
2023 PAINT PVT MKG LINES 100MM M 62,850 0.65 40,852.50
2032 PAINT PVT MKG LINES 200MM M 200 1.05 210.00
2042 PAINT PVT MKG LINES 600MM M 320 5.25 1,680.00
2092 PAINT PVT MKG SYMBOL EA 84 27.00 2,268.00
2142 REMVL OF 100MM LINES M 240 3.15 756.00
2149 PERM RAISED PVMT MARKERS EA 124 4.60 570.40
2170 GR DELINATRS, PERM CRYSTL EA 126 6.15 774.90
2164 GR DELINATRS, PERM YELLOW EA 18 6.15 110.70
2167 BARRIER DELIN PERM, CRYST EA 16 8.15 130.40
2166 BARRIER DELIN PERM, YELLW EA 16 8.15 130.40
2171 2.1M U-CHANNEL POSTS EA 6 53.00 318.00
2194 OBJECT MARKERS (END OF RD EA 6 80.00 480.00
1403 FND CONDIT MAT'L ******** MTN 288 23.00 6,624.00
1213 BEDDN MAT'L CL ********** MTN 288 23.00 6,624.00
1277 100MM PVC H2O P SD21 1.38 M 216 35.00 7,560.00
1278 150MM PVC H2O P SD21 1.38 M 1,716 40.00 68,640.00
1293 DI H2O FITTINGS 1.72MPA KG 1,518 8.00 12,144.00
1266 20MM PE H2O TUBE SDR9 *** M 490 23.00 11,270.00
1303 20MM CORPORATION STOP EA 22 70.00 1,540.00
1328 100MM GATE V & V BX EA 1 415.00 415.00
1329 150MM GATE V & V BX EA 2 480.00 960.00
1308 *** X 20MM TAPPING SADDLE EA 22 135.00 2,970.00
1373 RELOCATE WATER METER EA 13 440.00 5,720.00
1081 TEMPORARY SILT FENCE M 230 7.65 1,759.50
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAGE 31
ITEM DESCRIPTION UNIT QUANTITY UNIT BID $ AMOUNT
1098 EROS CONTRL STONE CL B MTN 1,300 31.00 40,300.00
1089 SEDIMENT CONTROL STONE MTN 460 27.50 12,650.00
1075 TEMPORARY MULCHING HA 12.50 775.00 9,687.50
1059 SEED FOR TEMP SEEDING KG 500 4.45 2,225.00
1060 FERT FOR TEMP SEEDING MTN 4 515.00 2,060.00
1076 TEMPORARY SLOPE DRAINS M 300 30.00 9,000.00
1077 INLET PROTCN @ TSD'S EA 46 95.00 4,370.00
52 SILT EXCAVATION M3 8,425 11.00 92,675.00
1056 SYNTHETIC ROVING M2 4,320 4.00 17,280.00
1067 MATTING FOR EROS CONTROL M2 2,160 3.75 8,100.00
1091 6.4MM HARDWARE CLOTH M 150 7.35 1,102.50
1085 STILLING BASINS M3 72 31.00 2,232.00
1057 SEEDING & MULCHING HA 12 8,450.00 101,400.00
1058 MOWING HA 7 90.00 630.00
1061 SEED FOR REPAIR SEEDING KG 150 13.00 1,950.00
1062 FERT FOR REPAIR SEEDING MTN 0.50 650.00 325.00
1063 SEED FOR SUPP SEEDING KG 325 3.60 1,170.00
1065 SODDING M2 1,250 4.50 5,625.00
1066 WATER KL 94 18.00 1,692.00
1068 FERTILIZER TOPDRESSING MTN 20 275.00 5,500.00
1095 SPECIALIZED HAND MOWING HR 8 40.00 320.00
1096 RESPONSE FOR EROS CONTRL EA 24 50.00 1,200.00
1090 CULVERT DIVERSION CHANNEL M3 715 6.00 4,290.00
2823 REFORESTATION HA 4.20 1,720.00 7,224.00
2825 STREAMBANK REFORESTATION HA 0.20 12,000.00 2,400.00
2278 REMV STR @ ************ LS 1 22,700.00 22,700.00
2314 CULV EXCAV @ ************ LS 1 11,900.00 11,900.00
2317 FND COND MATL BOX CULV MTN 142 32.00 4,544.00
2323 REINF CONC DECK SLAB M2 4,236 231.00 978,516.00
2325 GROOVING BRIDGE FLOORS M2 3,452 3.25 11,219.00
2330 CL A CONC, BRIDGE M3 360.20 970.00 349,394.00
2336 CL A CONC, CULVERT M3 186.50 405.00 75,532.50
2342 APPROACH SLABS ********** LS 2 19,300.00 38,600.00
2345 REINF STEEL (BRIDGE) KG 34,550 1.12 38,696.00
2357 REINF STL CULV KG 22,278 1.12 24,951.36
2364 1143MM PRESTR CONC GIRDER M 1,652.83 297.00 490,891.10
2394 HP310X79 STL PILE M 432 84.00 36,288.00
2399 HP360X108 STL PILE M 4,044.80 115.00 465,152.00
2400 PAINTING STL PILE ******* LS 2 109,500.00 219,000.00
2444 CONC BARRIER RAIL M 835.48 147.00 122,816.74
2479 PLAIN RIP RAP II 600MM TK MTN 730 35.00 25,550.00
2475 ELASTOMERIC BEARINGS LS 1 15,000.00 15,000.00
2483 EVAZOTE JOINT SEALS LS 1 22,000.00 22,000.00