Item List 111025 |
Date:06/01/2018 |
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
Contract ID | 111025 | Primary Project Number | DE08501631125 |
Contract Description | TOMPKINSVILLE-KY 90 ROAD (KY 163) | ||
Primary County | METCALFE | Fed/St Number | 121GR11D025-STPR |
Vendor ID | 03229 | Vendor Name | HINKLE CONTRACTING COMPANY LLC |
Bid Amount | $ 7,390,236.08 |
SM- Project | DE08501631125 |
Fed/State Number | STPR 5104(011) |
Project Description | TOMPKINSVILLE-KY 90 ROAD (KY 163) |
*********** |
SM- Project | DE08501631125 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0010 | CRUSHED STONE BASE | 00003 | 1,520.000 |
1,520.000 |
$16.350 |
TON | 0.3 |
0020 | TRAFFIC BOUND BASE | 00020 | 650.000 |
950.000 |
$17.400 |
TON | 0.2 |
0030 | ASPHALT SEAL AGGREGATE | 00100 | 2.000 |
2.000 |
$150.000 |
TON | 0.0 |
0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 812.000 |
812.000 |
$75.680 |
TON | 0.8 |
0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 371.000 |
371.000 |
$76.650 |
TON | 0.4 |
0060 | EMULSIFIED ASPHALT RS-2 | 00291 | 0.400 |
0.400 |
$800.000 |
TON | 0.0 |
0070 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 224.000 |
224.000 |
$87.750 |
TON | 0.3 |
0080 | ASPHALT CURING SEAL | 00358 | 3.600 |
3.600 |
$550.000 |
TON | 0.0 |
0090 | ENTRANCE PIPE-15 IN | 00440 | 271.000 |
331.000 |
$41.500 |
LF | 0.2 |
0100 | ENTRANCE PIPE-18 IN | 00441 | 104.000 |
104.000 |
$43.000 |
LF | 0.1 |
0110 | ENTRANCE PIPE-24 IN | 00443 | 189.000 |
189.000 |
$48.000 |
LF | 0.1 |
0120 | ENTRANCE PIPE-30 IN | 00445 | 28.000 |
28.000 |
$58.500 |
LF | 0.0 |
0130 | CULVERT PIPE-24 IN | 00464 | 305.000 |
305.000 |
$56.000 |
LF | 0.2 |
0140 | CULVERT PIPE-30 IN | 00466 | 424.000 |
424.000 |
$64.500 |
LF | 0.4 |
0150 | CULVERT PIPE-36 IN | 00468 | 392.000 |
392.000 |
$84.000 |
LF | 0.4 |
0160 | CULVERT PIPE-42 IN | 00469 | 619.000 |
619.000 |
$107.500 |
LF | 0.9 |
0170 | CULVERT PIPE-54 IN | 00471 | 46.000 |
46.000 |
$165.000 |
LF | 0.1 |
0180 | CULVERT PIPE-60 IN | 00472 | 360.000 |
360.000 |
$219.500 |
LF | 1.1 |
0190 | CULVERT PIPE-30 IN EQUIV | 00494 | 41.500 |
41.500 |
$130.500 |
LF | 0.1 |
0200 | CULVERT PIPE-36 IN EQUIV | 00496 | 84.000 |
84.000 |
$143.500 |
LF | 0.2 |
0210 | STORM SEWER PIPE-15 IN | 00521 | 250.000 |
250.000 |
$37.500 |
LF | 0.1 |
0220 | STORM SEWER PIPE-18 IN | 00522 | 158.000 |
158.000 |
$43.500 |
LF | 0.1 |
0230 | PERFORATED PIPE-4 IN | 01000 | 403.000 |
403.000 |
$9.000 |
LF | 0.0 |
0240 | NON-PERFORATED PIPE-4 IN | 01010 | 682.000 |
682.000 |
$8.250 |
LF | 0.1 |
0250 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 3.000 |
3.000 |
$305.000 |
EACH | 0.0 |
0260 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 8.000 |
8.000 |
$335.000 |
EACH | 0.0 |
0270 | S & F BOX INLET-OUTLET-24 IN | 01451 | 2.000 |
2.000 |
$2,800.000 |
EACH | 0.1 |
0280 | CURB BOX INLET TYPE B | 01480 | 2.000 |
2.000 |
$3,700.000 |
EACH | 0.1 |
0290 | DROP BOX INLET TYPE 1 | 01490 | 3.000 |
3.000 |
$3,000.000 |
EACH | 0.1 |
0300 | JUNCTION BOX | 01650 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
0310 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | 1.000 |
1.000 |
$250.000 |
EACH | 0.0 |
0320 | ISLAND INTEGRAL CURB | 01845 | 34.000 |
34.000 |
$34.000 |
LF | 0.0 |
0330 | BARRICADE-TYPE III | 02014 | 10.000 |
10.000 |
$110.000 |
EACH | 0.0 |
0340 | REMOVE PAVEMENT | 02091 | 559.000 |
559.000 |
$6.000 |
SQYD | 0.0 |
0360 | GRANULAR EMBANKMENT | 02223 | 65.000 |
1,265.000 |
$50.000 |
CUYD | 0.0 |
0370 | WATER | 02242 | 252.000 |
252.000 |
$0.900 |
MGAL | 0.0 |
0380 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 121.000 |
121.000 |
$90.000 |
EACH | 0.1 |
0390 | WITNESS POST | 02432 | 30.000 |
30.000 |
$60.000 |
EACH | 0.0 |
0400 | CLEAN SINKHOLE | 02469 | 1.000 |
3.000 |
$900.000 |
EACH | 0.0 |
0410 | CHANNEL LINING CLASS II | 02483 | 4,523.000 |
7,208.000 |
$26.000 |
TON | 1.6 |
0420 | CHANNEL LINING CLASS III | 02484 | 8,837.000 |
8,837.000 |
$27.750 |
TON | 3.3 |
0430 | CLEARING AND GRUBBING 70.61 ACRES | 02545 | 1.000 |
0.000 |
$90,000.000 |
LS | 1.2 |
0440 | SIGNS | 02562 | 184.500 |
184.500 |
$4.500 |
SQFT | 0.0 |
0450 | EDGE KEY | 02585 | 11.000 |
11.000 |
$30.000 |
LF | 0.0 |
0460 | FABRIC-GEOTEXTILE TYPE I | 02596 | 13,104.000 |
13,104.000 |
$2.100 |
SQYD | 0.4 |
0470 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 15.000 |
6,015.000 |
$2.300 |
SQYD | 0.0 |
0480 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 6,915.600 |
6,915.600 |
$2.000 |
SQYD | 0.2 |
0490 | MAINTAIN & CONTROL TRAFFIC (METCALFE CO.) | 02650 | 1.000 |
0.000 |
$38,000.000 |
LS | 0.5 |
0500 | DIVERSIONS (BY-PASS DETOURS) (METCALFE CO.) | 02651 | 1.000 |
1.000 |
$7,100.000 |
LS | 0.1 |
0510 | SAND FOR BLOTTER | 02702 | 5.000 |
5.000 |
$50.000 |
TON | 0.0 |
0520 | SILT TRAP TYPE B | 02704 | 2.000 |
2.000 |
$1,100.000 |
EACH | 0.0 |
0530 | STAKING (METCALFE CO.) | 02726 | 1.000 |
0.000 |
$23,000.000 |
LS | 0.3 |
0540 | EROSION CONTROL BLANKET | 05950 | 18,333.000 |
18,333.000 |
$0.990 |
SQYD | 0.2 |
0550 | TOPDRESSING FERTILIZER | 05966 | 7.580 |
7.580 |
$725.000 |
TON | 0.1 |
0560 | SEEDING AND PROTECTION | 05985 | 146,419.000 |
351,800.000 |
$0.280 |
SQYD | 0.6 |
0570 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 1,875.000 |
1,875.000 |
$0.420 |
LF | 0.0 |
0580 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 1,680.000 |
1,680.000 |
$0.420 |
LF | 0.0 |
0590 | CONCRETE-CLASS A | 08100 | 68.680 |
0.000 |
$379.000 |
CUYD | 0.4 |
0600 | STEEL REINFORCEMENT | 08150 | 4,958.000 |
16,958.000 |
$1.200 |
LB | 0.1 |
0610 | FUEL ADJUSTMENT | 10020NS | 233,064.000 |
233,064.000 |
$1.000 |
DOLL | 3.2 |
0620 | ASPHALT ADJUSTMENT | 10030NS | 2,990.000 |
2,990.000 |
$1.000 |
DOLL | 0.0 |
0630 | TEMPORARY DRAINAGEWAYS | 20595ES213 | 7,563.000 |
7,563.000 |
$1.000 |
LF | 0.1 |
0640 | METAL END SECTION TY 3-36 IN (EQUIV) | 21981NN | 2.000 |
2.000 |
$3,625.000 |
EACH | 0.1 |
0650 | PIPELINE VIDEO INSPECTION | 23131ER701 | 1,400.000 |
1,400.000 |
$4.250 |
LF | 0.1 |
0660 | KPDES PERMIT AND TEMP EROSION CONTROL (METCALFE CO.) | 23143ED | 1.000 |
0.000 |
$95,000.000 |
LS | 1.3 |
0790 | EMBANKMENT IN PLACE (ADDED: 6-14-11) | 02230 | 789,342.000 |
890,109.470 |
$3.980 |
CUYD | 42.5 |
8000 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
8001 | NON-SPEC MATERIAL - | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
8002 | LIQUIDATED DAMAGES - | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
8003 | CONCRETE-CLASS A MOD | 08100 | 0.000 |
68.680 |
$394.570 |
CUYD | 0.0 |
8006 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | 0.000 |
1.000 |
$97,152.670 |
LS | 0.0 |
8008 | STAKING | 02726 | 0.000 |
1.000 |
$25,052.160 |
LS | 0.0 |
8010 | MAINTAIN & CONTROL TRAFFIC Metcalfe Co. | 02650 | 0.000 |
1.000 |
$41,390.530 |
LS | 0.0 |
8011 | CAP WELL | 02476 | 0.000 |
3.000 |
$586.670 |
SQYD | 0.0 |
8013 | FABRIC-GEOTEXTILE TYPE III | 02598 | 0.000 |
16,600.000 |
$2.300 |
SQYD | 0.0 |
8014 | CONCRETE-CLASS B | 02555 | 0.000 |
100.000 |
$364.000 |
CUYD | 0.0 |
8015 | S & F BOX INLET-OUTLET-18 IN | 01450 | 0.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
8016 | CULVERT PIPE-18 IN | 00462 | 0.000 |
98.000 |
$54.590 |
LF | 0.0 |
Category Total $4,656,169.53 |
SM- Project | DE08501631125 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | 26665 |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0670 | MASONRY COATING | 02998 | 249.000 |
249.000 |
$10.000 |
SQYD | 0.0 |
0680 | ARMORED EDGE FOR CONCRETE | 03299 | 96.000 |
96.000 |
$65.000 |
LF | 0.1 |
0690 | STRUCTURE EXCAVATION-COMMON | 08001 | 922.000 |
922.000 |
$15.000 |
CUYD | 0.2 |
0700 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 42.000 |
42.000 |
$28.750 |
CUYD | 0.0 |
0710 | CONCRETE-CLASS A | 08100 | 204.300 |
204.300 |
$379.000 |
CUYD | 1.0 |
0720 | CONCRETE-CLASS AA | 08104 | 168.500 |
168.500 |
$550.000 |
CUYD | 1.3 |
0730 | STEEL REINFORCEMENT | 08150 | 19,671.000 |
19,671.000 |
$0.850 |
LB | 0.2 |
0740 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 41,897.000 |
41,897.000 |
$0.950 |
LB | 0.5 |
0750 | PRECAST PC I BEAM TYPE 4 | 08634 | 608.000 |
608.000 |
$225.000 |
LF | 1.9 |
0760 | RAIL SYSTEM TYPE III | 21532ED | 204.000 |
204.000 |
$75.000 |
LF | 0.2 |
8007 | STRUCTURE GRANULAR BACKFILL | 02231 | 0.000 |
957.000 |
$37.400 |
CUYD | 0.0 |
8009 | CLEARING AND GRUBBING Metcalfe Co. | 02545 | 0.000 |
1.000 |
$92,039.380 |
LS | 0.0 |
Category Total $402,494.70 |
SM- Project | DE08501631125 | CATEGORY NUMBER | 0003 | CATEGORY Description | MOB AND DEMOB |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0770 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$229,506.488 |
LS | 3.1 |
0780 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$79,547.422 |
LS | 1.1 |
Category Total $309,053.91 |
SM- Project | DE08601631125 |
Fed/State Number | STPR 5104(011) |
Project Description | TOMPKINSVILLE-KY 90 ROAD (KY 163) |
*********** |
SM- Project | DE08601631125 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0010 | CRUSHED STONE BASE | 00003 | 1,521.000 |
1,521.000 |
$16.350 |
TON | 0.3 |
0020 | TRAFFIC BOUND BASE | 00020 | 471.000 |
971.000 |
$17.400 |
TON | 0.1 |
0030 | ASPHALT SEAL AGGREGATE | 00100 | 2.000 |
2.000 |
$150.000 |
TON | 0.0 |
0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 875.000 |
875.000 |
$75.680 |
TON | 0.9 |
0050 | EMULSIFIED ASPHALT RS-2 | 00291 | 0.400 |
0.400 |
$800.000 |
TON | 0.0 |
0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 317.000 |
317.000 |
$87.750 |
TON | 0.4 |
0070 | ASPHALT CURING SEAL | 00358 | 0.700 |
0.700 |
$550.000 |
TON | 0.0 |
0080 | ENTRANCE PIPE-15 IN | 00440 | 161.000 |
221.000 |
$41.500 |
LF | 0.1 |
0090 | ENTRANCE PIPE-18 IN | 00441 | 131.000 |
131.000 |
$43.000 |
LF | 0.1 |
0100 | ENTRANCE PIPE-24 IN | 00443 | 68.000 |
68.000 |
$48.000 |
LF | 0.0 |
0110 | CULVERT PIPE-24 IN | 00464 | 24.500 |
24.500 |
$56.000 |
LF | 0.0 |
0120 | CULVERT PIPE-30 IN | 00466 | 77.000 |
77.000 |
$64.500 |
LF | 0.1 |
0130 | CULVERT PIPE-36 IN | 00468 | 278.000 |
278.000 |
$84.000 |
LF | 0.3 |
0140 | CULVERT PIPE-42 IN | 00469 | 493.000 |
493.000 |
$107.500 |
LF | 0.7 |
0150 | CULVERT PIPE-54 IN | 00471 | 180.000 |
180.000 |
$165.000 |
LF | 0.4 |
0160 | CULVERT PIPE-24 IN EQUIV | 00492 | 113.000 |
113.000 |
$82.000 |
LF | 0.1 |
0170 | PERFORATED PIPE-4 IN | 01000 | 171.000 |
171.000 |
$9.000 |
LF | 0.0 |
0180 | NON-PERFORATED PIPE-4 IN | 01010 | 204.000 |
204.000 |
$8.250 |
LF | 0.0 |
0190 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 1.000 |
1.000 |
$305.000 |
EACH | 0.0 |
0200 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 5.000 |
5.000 |
$335.000 |
EACH | 0.0 |
0210 | METAL END SECTION TY 1-24 IN | 01373 | 2.000 |
0.000 |
$2,025.000 |
EACH | 0.1 |
0220 | S & F BOX INLET-OUTLET-30 IN | 01452 | 2.000 |
2.000 |
$3,700.000 |
EACH | 0.1 |
0230 | S & F BOX INLET-OUTLET-36 IN | 01453 | 2.000 |
2.000 |
$5,500.000 |
EACH | 0.1 |
0240 | DROP BOX INLET TYPE 3 | 01496 | 1.000 |
1.000 |
$3,400.000 |
EACH | 0.0 |
0250 | BARRICADE-TYPE III | 02014 | 2.000 |
2.000 |
$110.000 |
EACH | 0.0 |
0270 | WATER | 02242 | 168.000 |
168.000 |
$0.900 |
MGAL | 0.0 |
0280 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 35.000 |
35.000 |
$90.000 |
EACH | 0.0 |
0290 | WITNESS POST | 02432 | 9.000 |
9.000 |
$60.000 |
EACH | 0.0 |
0300 | CHANNEL LINING CLASS II | 02483 | 1,687.000 |
1,687.000 |
$26.000 |
TON | 0.6 |
0310 | CHANNEL LINING CLASS III | 02484 | 2,857.000 |
2,857.000 |
$27.750 |
TON | 1.1 |
0320 | CLEARING AND GRUBBING 20.87 ACRES | 02545 | 1.000 |
1.000 |
$40,000.000 |
LS | 0.5 |
0330 | SIGNS | 02562 | 26.750 |
26.750 |
$4.500 |
SQFT | 0.0 |
0340 | EDGE KEY | 02585 | 120.000 |
120.000 |
$30.000 |
LF | 0.0 |
0350 | FABRIC-GEOTEXTILE TYPE I | 02596 | 4,831.000 |
4,831.000 |
$2.100 |
SQYD | 0.1 |
0360 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 3,330.600 |
3,330.600 |
$2.000 |
SQYD | 0.1 |
0370 | MAINTAIN & CONTROL TRAFFIC (MONROE CO.) | 02650 | 1.000 |
1.000 |
$11,050.000 |
LS | 0.1 |
0380 | SAND FOR BLOTTER | 02702 | 2.100 |
2.100 |
$50.000 |
TON | 0.0 |
0390 | STAKING (MONROE CO.) | 02726 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.2 |
0400 | EROSION CONTROL BLANKET | 05950 | 6,600.000 |
6,600.000 |
$0.990 |
SQYD | 0.1 |
0410 | TOPDRESSING FERTILIZER | 05966 | 1.570 |
1.570 |
$725.000 |
TON | 0.0 |
0420 | SEEDING AND PROTECTION | 05985 | 30,330.000 |
99,842.240 |
$0.280 |
SQYD | 0.1 |
0430 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 1,350.000 |
1,350.000 |
$0.420 |
LF | 0.0 |
0440 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 12.000 |
12.000 |
$15.950 |
LF | 0.0 |
0450 | CONCRETE-CLASS A | 08100 | 424.150 |
0.000 |
$379.000 |
CUYD | 2.2 |
0460 | STEEL REINFORCEMENT | 08150 | 64,236.000 |
64,236.000 |
$1.200 |
LB | 1.0 |
0470 | FUEL ADJUSTMENT | 10020NS | 55,892.000 |
55,892.000 |
$1.000 |
DOLL | 0.8 |
0480 | ASPHALT ADJUSTMENT | 10030NS | 1,966.000 |
1,966.000 |
$1.000 |
DOLL | 0.0 |
0490 | TEMPORARY DRAINAGEWAYS | 20595ES213 | 2,688.000 |
2,688.000 |
$1.000 |
LF | 0.0 |
0500 | PIPELINE VIDEO INSPECTION | 23131ER701 | 726.000 |
726.000 |
$4.250 |
LF | 0.0 |
0510 | KPDES PERMIT AND TEMP EROSION CONTROL (MONROE CO.) | 23143ED | 1.000 |
1.000 |
$31,750.000 |
LS | 0.4 |
0590 | EMBANKMENT IN PLACE (ADDED: 6-14-11) | 02230 | 207,614.000 |
242,495.020 |
$3.980 |
CUYD | 11.2 |
8000 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
8001 | NON-SPEC MATERIAL - | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
8002 | LIQUIDATED DAMAGES - | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
8004 | CONCRETE-CLASS A MOD | 08100 | 0.000 |
43.550 |
$394.570 |
CUYD | 0.0 |
8005 | METAL END SECTION TY 1-24 IN EQUIV | 01373 | 0.000 |
2.000 |
$2,455.380 |
EACH | 0.0 |
8012 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | 0.000 |
11,500.000 |
$26.000 |
TON | 0.0 |
Category Total $1,686,720.94 |
SM- Project | DE08601631125 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE-CULVERT | 25993 |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0520 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 574.000 |
574.000 |
$28.750 |
CUYD | 0.2 |
0530 | FOUNDATION PREPARATION (MONROE CO.) | 08003 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.3 |
0540 | CONCRETE-CLASS A | 08100 | 372.400 |
372.400 |
$379.000 |
CUYD | 1.9 |
0550 | STEEL REINFORCEMENT | 08150 | 30,128.000 |
30,128.000 |
$0.850 |
LB | 0.3 |
Category Total $203,250.90 |
SM- Project | DE08601631125 | CATEGORY NUMBER | 0003 | CATEGORY Description | MOB AND DEMOB |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0560 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$100,493.511 |
LS | 1.4 |
0570 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$30,452.577 |
LS | 0.4 |
Category Total $130,946.08 |
SM- Project | DE08601631125 | CATEGORY NUMBER | 0004 | CATEGORY Description | TRAINEES |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0580 | TRAINEE PAYMENT REIMBURSEMENT 1 ARTICULATING TRUCK DRIVER | 02742 | 1,600.000 |
1,600.000 |
$1.000 |
HOUR | 0.0 |
Category Total $1,600.00 |