|
Item List 051042 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051042 | Primary Project Number | DE05490040542 |
| Contract Description | E.T. BREATHITT PARKWAY (PW 9004) | ||
| Primary County | HOPKINS | Fed/St Number | NH 9004(011) |
| Vendor ID | 00818 | Vendor Name | ROGERS GROUP INC |
| Bid Amount | $ 6,525,015.00 | ||
| SM- Project | DE05490040542 |
| Fed/State Number | NH 9004(011) |
| Project Description | E.T. BREATHITT PARKWAY (PW 9004) |
| *********** |
| SM- Project | DE05490040542 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | DGA BASE | 00001 | 10,038.000 |
10,038.000 |
$17.180 |
TON | 2.6 |
| 0020 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | 62.000 |
62.000 |
$43.260 |
TON | 0.0 |
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 119.000 |
119.000 |
$43.260 |
TON | 0.1 |
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | 324.000 |
324.000 |
$49.070 |
TON | 0.2 |
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | 2,143.000 |
623.000 |
$46.040 |
TON | 1.5 |
| 0060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 6,755.000 |
6,755.000 |
$37.830 |
TON | 3.9 |
| 0070 | CL2 ASPH BASE 1.00D PG64-22 EDGE DRAIN CAP | 00212 | 768.000 |
768.000 |
$39.910 |
TON | 0.5 |
| 0080 | CL2 ASPH BASE 1.00D PG64-22 TEMP SHOULDER WIDENING | 00212 | 643.000 |
643.000 |
$44.250 |
TON | 0.4 |
| 0090 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 14,544.000 |
12,020.500 |
$38.440 |
TON | 8.6 |
| 0100 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 11,602.000 |
11,602.000 |
$44.170 |
TON | 7.9 |
| 0110 | EMULSIFIED ASPHALT RS-2 | 00291 | 39.000 |
39.000 |
$271.090 |
TON | 0.2 |
| 0120 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 2,083.000 |
2,083.000 |
$42.130 |
TON | 1.3 |
| 0130 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | 7,969.000 |
7,969.000 |
$50.670 |
TON | 6.2 |
| 0140 | ASPHALT PLACEMENT WITH MTV | 00338 | 34,115.000 |
34,115.000 |
$1.340 |
TON | 0.7 |
| 0150 | CULVERT PIPE-15 INCH | 00461 | 68.000 |
68.000 |
$64.890 |
LF | 0.1 |
| 0160 | CULVERT PIPE-24 INCH | 00464 | 12.000 |
12.000 |
$91.930 |
LF | 0.0 |
| 0170 | CULVERT PIPE-48 INCH | 00470 | 12.000 |
12.000 |
$189.270 |
LF | 0.0 |
| 0180 | PERFORATED PIPE-4 INCH | 01000 | 31,425.000 |
31,425.000 |
$5.350 |
LF | 2.6 |
| 0190 | NON-PERFORATED PIPE-4 INCH | 01010 | 2,262.000 |
2,262.000 |
$13.520 |
LF | 0.5 |
| 0200 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$12,978.400 |
LS | 0.2 |
| 0210 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 33.000 |
33.000 |
$405.570 |
EACH | 0.2 |
| 0220 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 35.000 |
35.000 |
$432.610 |
EACH | 0.2 |
| 0230 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 51.000 |
51.000 |
$443.430 |
EACH | 0.3 |
| 0240 | REMOVE PIPE | 01310 | 28.000 |
28.000 |
$15.140 |
LF | 0.0 |
| 0250 | METAL END SECTION TY 3-48 INCH | 01397 | 1.000 |
1.000 |
$4,326.130 |
EACH | 0.1 |
| 0260 | CURB BOX INLET TYPE B-T | 01484 | 16.000 |
16.000 |
$3,028.290 |
EACH | 0.7 |
| 0270 | DROP BOX INLET TYPE 1 | 01490 | 1.000 |
1.000 |
$2,811.990 |
EACH | 0.0 |
| 0280 | FLUME INLET TYPE 2 | 01691 | 1.000 |
1.000 |
$4,001.670 |
EACH | 0.1 |
| 0290 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 15.000 |
15.000 |
$324.460 |
EACH | 0.1 |
| 0300 | ISLAND HEADER CURB TYPE 1 | 01890 | 397.000 |
397.000 |
$37.850 |
LF | 0.2 |
| 0310 | ISLAND HEADER CURB TYPE 2 | 01891 | 600.000 |
600.000 |
$32.450 |
LF | 0.3 |
| 0320 | REMOVE CONCRETE ROLL CURB | 01903 | 1,060.000 |
1,060.000 |
$2.700 |
LF | 0.0 |
| 0330 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | 56.000 |
56.000 |
$5.410 |
EACH | 0.0 |
| 0340 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | 48.000 |
48.000 |
$5.410 |
EACH | 0.0 |
| 0350 | DELINEATOR FOR BARRIER-WHITE | 01984 | 281.000 |
281.000 |
$8.110 |
EACH | 0.0 |
| 0360 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 281.000 |
281.000 |
$8.110 |
EACH | 0.0 |
| 0370 | RELOCATE TEMP CONC MED BARRIER | 02003 | 3,940.000 |
3,940.000 |
$4.330 |
LF | 0.3 |
| 0380 | ADJUST MEDIAN BOX | 02010 | 17.000 |
17.000 |
$1,784.530 |
EACH | 0.5 |
| 0390 | BARRICADE-TYPE III | 02014 | 35.000 |
35.000 |
$265.850 |
EACH | 0.1 |
| 0400 | REMOVE PCC PAVEMENT | 02058 | 2,677.000 |
2,677.000 |
$16.760 |
SQYD | 0.7 |
| 0410 | REMOVE PAVEMENT | 02091 | 4,014.000 |
4,014.000 |
$19.090 |
SQYD | 1.2 |
| 0420 | ROADWAY EXCAVATION | 02200 | 2,122.000 |
2,122.000 |
$16.220 |
CUYD | 0.5 |
| 0430 | EMBANKMENT IN PLACE | 02230 | 400.000 |
400.000 |
$8.650 |
CUYD | 0.1 |
| 0440 | DITCHING | 02237 | 8,500.000 |
8,500.000 |
$3.790 |
LF | 0.5 |
| 0450 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 13,212.000 |
13,212.000 |
$15.150 |
LF | 3.1 |
| 0460 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 1,100.000 |
1,100.000 |
$22.700 |
LF | 0.4 |
| 0470 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 8.000 |
8.000 |
$37.850 |
EACH | 0.0 |
| 0480 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 16.000 |
16.000 |
$2,098.550 |
EACH | 0.5 |
| 0490 | CRASH CUSHION TYPE IX-A | 02365 | 8.000 |
8.000 |
$4,542.440 |
EACH | 0.6 |
| 0500 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 2.000 |
2.000 |
$3,028.290 |
EACH | 0.1 |
| 0510 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 10.000 |
10.000 |
$757.070 |
EACH | 0.1 |
| 0520 | REMOVE GUARDRAIL | 02381 | 14,625.000 |
14,625.000 |
$1.810 |
LF | 0.4 |
| 0530 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 8.000 |
8.000 |
$324.460 |
EACH | 0.0 |
| 0540 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 6.000 |
6.000 |
$2,136.030 |
EACH | 0.2 |
| 0550 | CHANNEL LINING CLASS II | 02483 | 520.000 |
520.000 |
$30.280 |
TON | 0.2 |
| 0560 | SIGNS | 02562 | 1,580.000 |
1,580.000 |
$6.310 |
SQFT | 0.2 |
| 0570 | OBJECT MARKER TYPE 2 | 02565 | 12.000 |
12.000 |
$151.410 |
EACH | 0.0 |
| 0580 | EDGE KEY | 02585 | 56.000 |
56.000 |
$97.340 |
LF | 0.1 |
| 0590 | FABRIC-GEOTEXTILE TYPE III | 02598 | 2,838.000 |
2,838.000 |
$1.890 |
SQYD | 0.1 |
| 0600 | REMOVE HEADWALL | 02625 | 9.000 |
9.000 |
$302.830 |
EACH | 0.0 |
| 0610 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$353,486.620 |
LS | 5.4 |
| 0620 | LANE CLOSURE | 02653 | 9.000 |
9.000 |
$621.090 |
EACH | 0.1 |
| 0630 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 3.000 |
3.000 |
$10,317.830 |
EACH | 0.5 |
| 0640 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$5,191.360 |
LS | 0.1 |
| 0650 | ASPH PAVE MILLING & TEXTURING | 02677 | 1,027.000 |
1,027.000 |
$26.500 |
TON | 0.4 |
| 0660 | SAFELOADING | 02690 | 2.100 |
2.100 |
$216.310 |
CUYD | 0.0 |
| 0670 | TEMPORARY SILT FENCE | 02701 | 17,000.000 |
17,000.000 |
$1.950 |
LF | 0.5 |
| 0680 | SILT TRAP TYPE A | 02703 | 8.000 |
8.000 |
$1,081.530 |
EACH | 0.1 |
| 0690 | SILT TRAP TYPE B | 02704 | 34.000 |
34.000 |
$227.120 |
EACH | 0.1 |
| 0700 | CLEAN SILT TRAP TYPE A | 02706 | 16.000 |
16.000 |
$297.420 |
EACH | 0.1 |
| 0710 | CLEAN SILT TRAP TYPE B | 02707 | 68.000 |
68.000 |
$48.670 |
EACH | 0.1 |
| 0720 | CLEAN TEMPORARY SILT FENCE | 02709 | 34,000.000 |
34,000.000 |
$0.540 |
LF | 0.3 |
| 0730 | STAKING | 02726 | 1.000 |
1.000 |
$17,304.540 |
LS | 0.3 |
| 0740 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$4,664.760 |
EACH | 0.1 |
| 0750 | CRASH CUSHION TYPE VI-T | 02894 | 9.000 |
9.000 |
$6,743.040 |
EACH | 0.9 |
| 0760 | RELOCATE CRASH CUSHION | 02898 | 9.000 |
9.000 |
$2,487.530 |
EACH | 0.3 |
| 0770 | CRASH CUSHION TYPE IX | 02929 | 2.000 |
2.000 |
$5,948.430 |
EACH | 0.2 |
| 0780 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 3,940.000 |
3,940.000 |
$35.690 |
LF | 2.2 |
| 0790 | REPAIR EXISTING BLOWUP | 03247 | 600.000 |
600.000 |
$125.860 |
SQYD | 1.2 |
| 0800 | EROSION CONTROL BLANKET | 05950 | 37,922.000 |
37,922.000 |
$1.200 |
SQYD | 0.7 |
| 0810 | TEMPORARY MULCH | 05952 | 45,922.000 |
45,922.000 |
$0.160 |
SQYD | 0.1 |
| 0820 | TEMP SEEDING AND PROTECTION | 05953 | 4,000.000 |
4,000.000 |
$0.320 |
SQYD | 0.0 |
| 0830 | TOPDRESSING FERTILIZER | 05966 | 3.000 |
3.000 |
$556.990 |
TON | 0.0 |
| 0840 | SEEDING AND PROTECTION | 05985 | 8,000.000 |
8,000.000 |
$0.430 |
SQYD | 0.1 |
| 0850 | FLEXIBLE DELINEATOR POST-W | 06417 | 25.000 |
25.000 |
$30.280 |
EACH | 0.0 |
| 0860 | FLEXIBLE DELINEATOR POST-Y | 06418 | 12.000 |
12.000 |
$30.280 |
EACH | 0.0 |
| 0870 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 66,100.000 |
66,100.000 |
$0.190 |
LF | 0.2 |
| 0880 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | 8,314.000 |
8,314.000 |
$0.260 |
LF | 0.0 |
| 0890 | PAVE STRIPING-THERMO-6 INCH W | 06542 | 23,331.000 |
23,331.000 |
$0.670 |
LF | 0.2 |
| 0900 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | 19,065.000 |
19,065.000 |
$0.670 |
LF | 0.2 |
| 0910 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 7,600.000 |
7,600.000 |
$1.230 |
LF | 0.1 |
| 0920 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 7,600.000 |
7,600.000 |
$1.230 |
LF | 0.1 |
| 0930 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | 1,738.000 |
1,738.000 |
$3.680 |
LF | 0.1 |
| 0940 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | 1,390.000 |
1,390.000 |
$3.680 |
LF | 0.1 |
| 0950 | PAVEMENT MARKER TYPE IV-MW | 06580 | 270.000 |
270.000 |
$7.520 |
EACH | 0.0 |
| 0960 | PAVEMENT MARKER TYPE IV-MY | 06581 | 270.000 |
270.000 |
$7.520 |
EACH | 0.0 |
| 0970 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 363.000 |
363.000 |
$22.660 |
EACH | 0.1 |
| 0980 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 36.000 |
36.000 |
$22.660 |
EACH | 0.0 |
| 0990 | CONCRETE-CLASS A | 08100 | 25.600 |
25.600 |
$973.380 |
CUYD | 0.4 |
| 1000 | STEEL REINFORCEMENT | 08150 | 448.000 |
448.000 |
$1.620 |
LB | 0.0 |
| 1010 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | 45,470.000 |
45,470.000 |
$0.270 |
LF | 0.2 |
| 1020 | SILT TRAP TYPE C | 20496NS843 | 17.000 |
17.000 |
$237.940 |
EACH | 0.1 |
| 1030 | CLEAN SILT TRAP TYPE C | 20497NS843 | 34.000 |
34.000 |
$43.260 |
EACH | 0.0 |
| 1040 | RESHAPING MEDIAN | 20498ED | 15,860.000 |
15,860.000 |
$2.000 |
LF | 0.5 |
| 1050 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 3.000 |
3.000 |
$422.250 |
EACH | 0.0 |
| 1060 | PAVEMENT REPAIR CONCRETE | 20757ED | 11.000 |
11.000 |
$140.600 |
SQYD | 0.0 |
| 1070 | PAVEMENT REPAIR | 20757ED | 333.000 |
333.000 |
$116.820 |
SQYD | 0.6 |
| 1390 | CULVERT PIPE-18 INCH | 00462 | 70.000 |
70.000 |
$81.110 |
LF | 0.1 |
| 1400 | DROP BOX INLET TYPE 5D | 01511 | 1.000 |
1.000 |
$2,595.680 |
EACH | 0.0 |
| 1410 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 1.000 |
1.000 |
$2,271.220 |
EACH | 0.0 |
| 8001 | CULVERT PIPE-30 INCH .Change is pipe size. | 00466 | 0.000 |
24.000 |
$115.000 |
LF | 0.0 |
| 8002 | CULVERT PIPE-15 INCH Excess plan quantity | 00461 | 0.000 |
-36.000 |
$64.890 |
LF | 0.0 |
| 8003 | CULVERT PIPE-24 INCH Excess plan quantity | 00464 | 0.000 |
-4.000 |
$91.930 |
LF | 0.0 |
| 8004 | FLUME INLET TYPE 2 | 01691 | 0.000 |
-1.000 |
$4,001.670 |
EACH | 0.0 |
| 8005 | METAL END SECTION TY 3-30 INCH Pipe size on plans incorrect. End section for correct pipe. | 01394 | 0.000 |
1.000 |
$3,450.000 |
EACH | 0.0 |
| 8006 | FUEL ADJUSTMENT | 10020NS | 0.000 |
13,213.380 |
$1.000 |
DOLL | 0.0 |
| 8007 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
101,701.950 |
$1.000 |
DOLL | 0.0 |
Category Total $4,357,852.69 |
| SM- Project | DE05490040542 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | 25890 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1080 | REMOVE CONCRETE MASONRY | 02403 | 162.000 |
162.000 |
$421.800 |
CUYD | 1.0 |
| 1090 | ARMORED EDGE FOR CONCRETE | 03299 | 170.000 |
170.000 |
$86.520 |
LF | 0.2 |
| 1100 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | 1,100.000 |
1,100.000 |
$16.760 |
SQYD | 0.3 |
| 1110 | CONCRETE BARRIER | 20172ED | 738.000 |
738.000 |
$102.740 |
LF | 1.2 |
| 1120 | REMOVE AND TRANSPORT HANDRAIL | 20173ED | 672.000 |
672.000 |
$8.650 |
LF | 0.1 |
| 1130 | WING SLAB | 20174ED | 78.000 |
78.000 |
$84.360 |
LF | 0.1 |
| 1140 | REINFORCED CONCRETE SLAB | 20186ED | 1,378.000 |
1,378.000 |
$192.510 |
SQYD | 4.1 |
Category Total $454,969.78 |
| SM- Project | DE05490040542 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | 25891 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1160 | REMOVE CONCRETE MASONRY | 02403 | 54.000 |
54.000 |
$421.800 |
CUYD | 0.3 |
| 1170 | ARMORED EDGE FOR CONCRETE | 03299 | 215.000 |
215.000 |
$86.520 |
LF | 0.3 |
| 1180 | MACHINE PREP OF SLAB | 08551 | 968.000 |
968.000 |
$16.760 |
SQYD | 0.2 |
| 1190 | CONCRETE BARRIER | 20172ED | 424.000 |
424.000 |
$102.740 |
LF | 0.7 |
| 1200 | REMOVE AND TRANSPORT HANDRAIL | 20173ED | 394.000 |
394.000 |
$8.650 |
LF | 0.1 |
| 1210 | WING SLAB | 20174ED | 28.000 |
28.000 |
$84.360 |
LF | 0.0 |
| 1220 | REINFORCED CONCRETE SLAB | 20186ED | 1,034.000 |
1,034.000 |
$192.510 |
SQYD | 3.1 |
Category Total $305,989.96 |
| SM- Project | DE05490040542 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE | 25892 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1230 | REMOVE CONCRETE MASONRY | 02403 | 140.000 |
140.000 |
$421.800 |
CUYD | 0.9 |
| 1240 | ARMORED EDGE FOR CONCRETE | 03299 | 122.000 |
122.000 |
$86.520 |
LF | 0.2 |
| 1250 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | 1,140.000 |
1,140.000 |
$16.760 |
SQYD | 0.3 |
| 1260 | CONCRETE BARRIER | 20172ED | 688.000 |
688.000 |
$102.740 |
LF | 1.1 |
| 1270 | REMOVE AND TRANSPORT HANDRAIL | 20173ED | 312.000 |
312.000 |
$8.650 |
LF | 0.0 |
| 1280 | WING SLAB | 20174ED | 64.000 |
64.000 |
$84.360 |
LF | 0.1 |
| 1290 | REINFORCED CONCRETE SLAB | 20186ED | 1,302.000 |
1,302.000 |
$192.510 |
SQYD | 3.8 |
Category Total $418,144.82 |
| SM- Project | DE05490040542 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE | 25893 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1300 | REMOVE CONCRETE MASONRY | 02403 | 230.000 |
230.000 |
$421.800 |
CUYD | 1.5 |
| 1310 | ARMORED EDGE FOR CONCRETE | 03299 | 120.000 |
120.000 |
$86.520 |
LF | 0.2 |
| 1320 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | 1,834.000 |
1,834.000 |
$16.760 |
SQYD | 0.5 |
| 1330 | CONCRETE BARRIER | 20172ED | 1,164.000 |
1,164.000 |
$102.740 |
LF | 1.8 |
| 1340 | REMOVE AND TRANSPORT HANDRAIL | 20173ED | 550.000 |
550.000 |
$8.650 |
LF | 0.1 |
| 1350 | WING SLAB | 20174ED | 64.000 |
64.000 |
$84.360 |
LF | 0.1 |
| 1360 | REINFORCED CONCRETE SLAB | 20186ED | 2,298.000 |
2,298.000 |
$192.510 |
SQYD | 6.8 |
Category Total $710,268.12 |
| SM- Project | DE05490040542 | CATEGORY NUMBER | 0006 | CATEGORY Description | DEMOBILIZATION/MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1370 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$104,074.260 |
LS | 1.6 |
| 1380 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$173,715.370 |
LS | 2.7 |
Category Total $277,789.63 |
| SM- Project | DE05490040542 | CATEGORY NUMBER | 0007 | CATEGORY Description | NON PARTICIPATING FEDERAL AID |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8008 | FUEL ADJUSTMENT NON PARTICIPATING FEDERAL FUNDS | 10020NS | 0.000 |
36,406.300 |
$1.000 |
DOLL | 0.0 |
| 8009 | ASPHALT ADJUSTMENT NON PARTICIPATING FEDERAL FUNDS | 10030NS | 0.000 |
15,990.830 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |