|
Item List 041112 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 041112 | Primary Project Number | D034042104112 |
| Contract Description | WEST MAIN STREET-LEESTOWN PIKE (US 421) | ||
| Primary County | FAYETTE | Fed/St Number | BRO 418-1(23) |
| Vendor ID | 02452 | Vendor Name | FAULKNER CONSTRUCTION LLC |
| Bid Amount | $ 6,947,000.00 | ||
| SM- Project | D034042104112 |
| Fed/State Number | BRO 418-1(23) |
| Project Description | WEST MAIN STREET-LEESTOWN PIKE (US 421) |
| *********** |
| SM- Project | D034042104112 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | ADJUST MANHOLE FRAME TO GRADE | 01791 | 1.000 |
1.000 |
$300.000 |
EACH | 0.0 |
| 0020 | STANDARD CURB AND GUTTER | 01810M | 843.000 |
843.000 |
$60.000 |
M | 0.7 |
| 0030 | BARRIER CURB AND GUTTER | 01815M | 3.000 |
3.000 |
$150.000 |
M | 0.0 |
| 0040 | LIP CURB AND GUTTER | 01820M | 170.000 |
170.000 |
$60.000 |
M | 0.1 |
| 0050 | STANDARD HEADER CURB | 01875M | 149.000 |
149.000 |
$60.000 |
M | 0.1 |
| 0060 | BARRIER HEADER CURB | 01880M | 114.000 |
114.000 |
$80.000 |
M | 0.1 |
| 0070 | CONC MEDIAN BARRIER TYPE 350C2 | 01989M | 75.000 |
75.000 |
$200.000 |
M | 0.2 |
| 0080 | CURB TO BARRIER WALL TRANS | 02001 | 2.000 |
2.000 |
$3,500.000 |
EACH | 0.1 |
| 0090 | BARRICADE-TYPE III | 02014 | 6.000 |
6.000 |
$300.000 |
EACH | 0.0 |
| 0100 | ROADWAY EXCAVATION | 02200M | 2,777.000 |
2,777.000 |
$75.000 |
CU M | 3.0 |
| 0110 | GRANULAR EMBANKMENT | 02223M | 240.000 |
240.000 |
$45.000 |
CU M | 0.2 |
| 0120 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 149.000 |
149.000 |
$58.000 |
M | 0.1 |
| 0130 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 1.000 |
1.000 |
$50.000 |
EACH | 0.0 |
| 0140 | R/W MARKER RURAL TYPE 1 | 02434 | 4.000 |
4.000 |
$70.000 |
EACH | 0.0 |
| 0150 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 21.000 |
21.000 |
$70.000 |
EACH | 0.0 |
| 0160 | R/W MARKER MUNICIPAL TYPE 1A | 02440 | 8.000 |
8.000 |
$70.000 |
EACH | 0.0 |
| 0170 | CLEARING AND GRUBBING 1.54 HECTARES | 02545 | 1.000 |
1.000 |
$70,000.000 |
LS | 1.0 |
| 0180 | SIGNS | 02562M | 155.000 |
155.000 |
$80.000 |
SQ M | 0.2 |
| 0190 | EDGE KEY MODIFIED | 02585M | 21.000 |
21.000 |
$40.000 |
M | 0.0 |
| 0200 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 1,595.000 |
1,595.000 |
$1.100 |
SQ M | 0.0 |
| 0210 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$40,000.000 |
LS | 0.6 |
| 0220 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
| 0230 | ASPH PAVE MILLING & TEXTURING | 02677M | 420.000 |
420.000 |
$30.000 |
MTON | 0.2 |
| 0240 | SILT TRAP TYPE B | 02704 | 1.000 |
1.000 |
$300.000 |
EACH | 0.0 |
| 0250 | SILT CHECK TYPE 2 | 02705 | 2.000 |
2.000 |
$100.000 |
EACH | 0.0 |
| 0260 | CLEAN SILT TRAP TYPE B | 02707 | 2.000 |
2.000 |
$10.000 |
EACH | 0.0 |
| 0270 | CLEAN SILT CHECK | 02708 | 4.000 |
4.000 |
$80.000 |
EACH | 0.0 |
| 0280 | SIDEWALK-100 MM CONCRETE | 02720M | 607.000 |
607.000 |
$60.000 |
SQ M | 0.5 |
| 0290 | SIDEWALK-150 MM CONCRETE | 02723M | 316.000 |
316.000 |
$65.000 |
SQ M | 0.3 |
| 0300 | STAKING | 02726 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.7 |
| 0310 | REMOVE STRUCTURE TRUSS SPAN | 02731 | 1.000 |
1.000 |
$300,000.000 |
LS | 4.3 |
| 0320 | REMOVE STRUCTURE REMAINDER | 02731 | 1.000 |
1.000 |
$300,000.000 |
LS | 4.3 |
| 0330 | CRASH CUSHION TYPE VI A | 02885 | 1.000 |
1.000 |
$10,000.000 |
EACH | 0.1 |
| 0340 | MASONRY COATING | 02998M | 49.000 |
49.000 |
$25.000 |
SQ M | 0.0 |
| 0350 | EROSION CONTROL BLANKET | 05950M | 413.000 |
413.000 |
$1.500 |
SQ M | 0.0 |
| 0360 | SEEDING AND PROTECTION | 05985M | 4,073.000 |
4,073.000 |
$0.400 |
SQ M | 0.0 |
| 0370 | SODDING | 05990M | 1,015.000 |
1,015.000 |
$5.000 |
SQ M | 0.1 |
| 0380 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 810.000 |
810.000 |
$0.700 |
M | 0.0 |
| 0390 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 4,532.000 |
4,532.000 |
$0.700 |
M | 0.0 |
| 0400 | PAVE MARKING-THERMO X-WALK-150 MM | 06565M | 153.000 |
153.000 |
$10.000 |
M | 0.0 |
| 0410 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | 62.000 |
62.000 |
$40.000 |
M | 0.0 |
| 0420 | PAVE MARKING-THERMO CROSS-HATCH | 06569M | 120.000 |
120.000 |
$18.000 |
SQ M | 0.0 |
| 0430 | PAVE MARKING-PRE THERM STR ARROW | 06573 | 2.000 |
2.000 |
$85.000 |
EACH | 0.0 |
| 0440 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 12.000 |
12.000 |
$75.000 |
EACH | 0.0 |
| 0450 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | 2.000 |
2.000 |
$105.000 |
EACH | 0.0 |
| 0460 | PAVEMENT MARKER TYPE IV-BY | 06582 | 27.000 |
27.000 |
$5.000 |
EACH | 0.0 |
| 0470 | PAVEMENT MARKER TYPE V-MW | 06589 | 24.000 |
24.000 |
$25.000 |
EACH | 0.0 |
| 0480 | PAVEMENT MARKER TYPE V-BY | 06591 | 69.000 |
69.000 |
$25.000 |
EACH | 0.0 |
| 0490 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 8.000 |
8.000 |
$25.000 |
EACH | 0.0 |
| 0500 | CONCRETE-CLASS AA | 08104M | 1.000 |
1.000 |
$800.000 |
CU M | 0.0 |
| 0510 | SILT CHECK (MOD) TYPE 2 | 20073ES213 | 24.000 |
24.000 |
$75.000 |
EACH | 0.0 |
| 0520 | CLEAN SILT CHECK (MOD) TYPE 2 | 20074ES213 | 48.000 |
48.000 |
$10.000 |
EACH | 0.0 |
| 0530 | WATER-FILLED BARRIERS | 02005M | 172.000 |
172.000 |
$140.000 |
M | 0.3 |
| 0531 | SAW PAVEMENT | 20338MD | 1,008.000 |
1,008.000 |
$10.000 |
M | 0.1 |
| 0540 | REMOVE TREES OR STUMPS | 02460 | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.1 |
| 0550 | TREE PROTECTION FENCING | 20270MC | 22.000 |
22.000 |
$30.000 |
M | 0.0 |
| 0560 | POLE BASE | 04740 | 10.000 |
10.000 |
$500.000 |
EACH | 0.1 |
| 0570 | CONDUIT-50 MM | 04795M | 357.000 |
357.000 |
$18.000 |
M | 0.1 |
| 0580 | TRENCHING AND BACKFILLING LIGHTING | 04820M | 357.000 |
357.000 |
$18.000 |
M | 0.1 |
| 0590 | TRENCHING AND BACKFILLING FIBER OPTIC | 04820M | 338.000 |
338.000 |
$66.000 |
M | 0.3 |
| 0600 | JUNCTION BOX (FIBER-OPTIC) | 20268MC | 9.000 |
9.000 |
$500.000 |
EACH | 0.1 |
| 0610 | PVC CONDUIT-SCHEDULE 80 | 20269MC | 341.000 |
341.000 |
$25.000 |
M | 0.1 |
| 0620 | TEMPORARY SIGNAL-INSTALL | 20271MC | 1.000 |
1.000 |
$6,000.000 |
LS | 0.1 |
| 0630 | REMOVE TEMPORARY SIGNAL | 20272MC | 1.000 |
1.000 |
$660.000 |
LS | 0.0 |
| 0640 | VIDEO DETECTION-INSTALL | 20275EC | 2.000 |
2.000 |
$2,200.000 |
EACH | 0.1 |
| 0650 | SURVEILLANCE CAMERA-MATERIALS | 20291EC | 4.000 |
4.000 |
$5,615.000 |
EACH | 0.3 |
| 0660 | SURVEILLANCE CAMERA-SURGE PROTECTION | 20292EC | 4.000 |
4.000 |
$880.000 |
EACH | 0.1 |
| 0670 | SURVEILLANCE CAMERA-FIBER OPTIC MODEMS | 20293EC | 2.000 |
2.000 |
$4,730.000 |
EACH | 0.1 |
| 0680 | SURVEILLANCE CAMERA-CABLE MODULATOR | 20294EC | 2.000 |
4.000 |
$6,050.000 |
EACH | 0.2 |
| 0690 | SURVEILLANCE CAMERA-FLASH TYPE ENCLOSURE | 20295EC | 3.000 |
4.000 |
$3,850.000 |
EACH | 0.2 |
| 0700 | PROJECT CPM SCHEDULE | 02570 | 1.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
| 0710 | STORM SEWER PIPE-300 MM | 00520M | 4.600 |
4.600 |
$250.000 |
M | 0.0 |
| 0720 | STORM SEWER PIPE-375 MM | 00521M | 346.900 |
346.900 |
$120.000 |
M | 0.6 |
| 0730 | STORM SEWER PIPE-450 MM | 00522M | 427.200 |
427.200 |
$130.000 |
M | 0.8 |
| 0740 | STORM SEWER PIPE-450 MM EQUIV | 00552M | 21.400 |
21.400 |
$180.000 |
M | 0.1 |
| 0741 | GUTTER FLUME | 20339MD | 3.000 |
3.000 |
$6,500.000 |
EACH | 0.3 |
| 0750 | SLOTTED DRAIN PIPE-375 MM | 00981M | 6.000 |
6.000 |
$500.000 |
M | 0.0 |
| 0760 | CURB BOX INLET TYPE A | 01456 | 7.000 |
7.000 |
$3,000.000 |
EACH | 0.3 |
| 0770 | CURB BOX INLET TYPE B | 01480 | 4.000 |
4.000 |
$3,000.000 |
EACH | 0.2 |
| 0780 | DROP BOX INLET TYPE 3 | 01496 | 4.000 |
4.000 |
$2,600.000 |
EACH | 0.1 |
| 0790 | DROP BOX INLET TYPE 11 | 01544 | 6.000 |
6.000 |
$1,600.000 |
EACH | 0.1 |
| 0800 | DROP BOX INLET TYPE 13G | 01559 | 8.000 |
8.000 |
$1,600.000 |
EACH | 0.2 |
| 0810 | MANHOLE TYPE A | 01756 | 4.000 |
4.000 |
$2,000.000 |
EACH | 0.1 |
| 0820 | CHANNEL LINING CLASS II | 02483M | 21.300 |
21.300 |
$40.000 |
MTON | 0.0 |
| 0830 | CONCRETE-CLASS A | 08100M | 1.810 |
1.810 |
$1,500.000 |
CU M | 0.0 |
| 0840 | STEEL REINFORCEMENT | 08150M | 3.600 |
3.600 |
$2.000 |
KG | 0.0 |
| 0850 | DGA BASE | 00001M | 3,699.000 |
3,699.000 |
$22.000 |
MTON | 1.2 |
| 0860 | LEVELING & WEDGING PG64-22 | 00190M | 416.000 |
416.000 |
$54.000 |
MTON | 0.3 |
| 0870 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | 305.000 |
305.000 |
$50.000 |
MTON | 0.2 |
| 0880 | CL2 ASPH BASE 25.0D PG64-22 | 00212M | 1,665.000 |
1,665.000 |
$50.000 |
MTON | 1.2 |
| 0890 | CL2 ASPH BASE 25.0D PG70-22 | 00213M | 589.000 |
589.000 |
$55.000 |
MTON | 0.5 |
| 0891 | CL2 ASPH SURF 9.5A PG70-22 | 20340MS400 | 894.000 |
894.000 |
$65.000 |
MTON | 0.8 |
| 0892 | LEVELING & WEDGING PG70-22 | 20341MS403 | 252.000 |
252.000 |
$55.000 |
MTON | 0.2 |
| 0900 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 181.000 |
181.000 |
$55.000 |
MTON | 0.1 |
| 0910 | CEM CONC ENT PAVEMENT-200 MM | 02101M | 501.000 |
501.000 |
$75.000 |
SQ M | 0.5 |
| 8001 | EW~ FORMAL PARTNERING | 10098NX | 0.000 |
198.200 |
$1.000 |
DOLL | 0.0 |
| 8002 | EW~ Architectural Treatment | 10090NX | 0.000 |
1.000 |
$33,916.000 |
LS | 0.0 |
| 8003 | TRAFFIC BOUND BASE | 00020M | 0.000 |
250.000 |
$22.000 |
MTON | 0.0 |
| 8004 | EW~ Aluminum Handrail | 10090NX | 0.000 |
1.000 |
$12,181.000 |
LS | 0.0 |
| 8006 | EW~ Pedestrain Accommodation | 10098NX | 0.000 |
2,000.000 |
$1.000 |
DOLL | 0.0 |
| 8010 | INCENTIVE/DISINCENTIVE Incentive for early reopening of West Main St. | 02571 | 0.000 |
250,000.000 |
$1.000 |
DOLL | 0.0 |
Category Total $1,938,271.80 |
| SM- Project | D034042104112 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0920 | CONCRETE-CLASS A | 08100M | 786.100 |
786.100 |
$475.000 |
CU M | 5.4 |
| 0930 | CONCRETE CLASS "AA" HPC | 20070MS601 | 1,012.100 |
1,012.100 |
$590.000 |
CU M | 8.6 |
| 0940 | STEEL REINFORCEMENT | 08150M | 57,144.000 |
57,144.000 |
$1.800 |
KG | 1.5 |
| 0950 | STEEL REINF-EPOXY COATED | 08151M | 148,909.000 |
148,909.000 |
$1.900 |
KG | 4.1 |
| 0960 | PILE POINTS-360 MM | 08095M | 129.000 |
129.000 |
$120.000 |
EACH | 0.2 |
| 0970 | PILES-STEEL HP360X108 | 08050M | 635.600 |
0.000 |
$190.000 |
M | 1.7 |
| 0980 | TEST PILES | 08033M | 42.100 |
0.000 |
$190.000 |
M | 0.1 |
| 0990 | STRUCTURAL STEEL 710393 KG | 08160 | 1.000 |
1.000 |
$1,985,000.000 |
LS | 28.6 |
| 1000 | SHEAR CONNECTORS 7756 KG | 08170 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.7 |
| 1010 | MASONRY COATING | 02998M | 2,912.800 |
2,912.800 |
$10.000 |
SQ M | 0.4 |
| 1020 | ARMORED EDGE FOR CONCRETE | 03299M | 21.900 |
21.900 |
$250.000 |
M | 0.1 |
| 1021 | FOUNDATION PREPARATION RETAINING WALL | 08003 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.7 |
| 1022 | FOUNDATION PREPARATION BRIDGE | 08003 | 1.000 |
1.000 |
$150,000.000 |
LS | 2.2 |
| 1030 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 44.400 |
44.400 |
$100.000 |
CU M | 0.1 |
| 1040 | EXPANSION JOINT ASSEMBLY | 07440M | 29.000 |
29.000 |
$3,200.000 |
M | 1.3 |
| 1050 | STRUCTURE GRANULAR BACKFILL | 02231M | 1,566.900 |
1,566.900 |
$35.000 |
CU M | 0.8 |
| 1060 | CRUSHED AGGREGATE SLOPE PROT | 08020M | 4.000 |
4.000 |
$100.000 |
MTON | 0.0 |
| 1070 | JUNCTION BOX-150MM | 20296MD | 14.000 |
14.000 |
$375.000 |
EACH | 0.1 |
| 1080 | JUNCTION BOX-203MM | 20297MD | 7.000 |
7.000 |
$400.000 |
EACH | 0.0 |
| 1090 | CONDUIT-75 MM | 04797M | 632.300 |
632.300 |
$35.000 |
M | 0.3 |
| 2000 | CONDUIT-100 MM | 04799M | 314.200 |
314.200 |
$40.000 |
M | 0.2 |
| 2010 | CHAIN LINK FENCE | 20299MD | 365.200 |
365.200 |
$145.000 |
M | 0.8 |
| 2020 | APPROACH SLAB | 08500M | 209.000 |
209.000 |
$225.000 |
SQ M | 0.7 |
| 2030 | FIBERGLASS DRAIN PIPE | 20298MD | 11.000 |
11.000 |
$275.000 |
M | 0.0 |
| 2040 | RETAINING WALL | 08018M | 593.000 |
593.000 |
$420.000 |
SQ M | 3.6 |
| 8000 | PILES-STEEL HP360X132 | 08051M | 0.000 |
635.600 |
$208.140 |
M | 0.0 |
| 8005 | TEST PILES | 08033M | 0.000 |
34.200 |
$208.140 |
M | 0.0 |
| 8007 | PERFORATED PIPE-100 MM | 01000M | 0.000 |
146.000 |
$13.110 |
M | 0.0 |
| 8008 | NON-PERFORATED PIPE-100 MM BRIDGE ENDS | 01010M | 0.000 |
80.000 |
$13.110 |
M | 0.0 |
| 8009 | CORED HOLE DRAINAGE BOX CON-100 MM BRIDGE ENDS | 01740M | 0.000 |
2.000 |
$225.000 |
EACH | 0.0 |
| 8011 | PAVE STRIPING-DUR TY 1-100MM Y Durable Tape for double yellow on bridge | 06555M | 0.000 |
900.988 |
$10.230 |
M | 0.0 |
| 8012 | PAVE STRIPING-DUR TY 1-100MM W Tape for edgelines | 06554M | 0.000 |
0.000 |
$10.230 |
M | 0.0 |
| 8014 | EW~ Removable Fence Panels | 10094NX | 0.000 |
5.000 |
$908.660 |
EACH | 0.0 |
Category Total $4,317,462.80 |
| SM- Project | D034042104112 | CATEGORY NUMBER | 0003 | CATEGORY Description | UTILITIES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2041 | RELOCATE & PAINT HYDRANT | 20342MC | 1.000 |
1.000 |
$1,100.000 |
LS | 0.0 |
| 2042 | RELOCATE & REPLACE HYDRANT | 20343MC | 1.000 |
1.000 |
$1,100.000 |
LS | 0.0 |
| 2043 | RELOCATE HYDRANT | 20344MC | 1.000 |
1.000 |
$985.000 |
LS | 0.0 |
| 2044 | BORED CASING-600MM | 20345MC | 1.000 |
1.000 |
$78,000.000 |
LS | 1.1 |
| 2045 | COPPER SERVICE LINE-25MM SHORT | 20346MC | 2.000 |
2.000 |
$1,685.000 |
EACH | 0.0 |
| 2046 | COPPER SERVICE LINE-25MM LONG | 20346MC | 3.000 |
3.000 |
$3,475.000 |
EACH | 0.2 |
| 2047 | COPPER SERVICE LINE-50MM SHORT | 20347MC | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 2048 | INSTALL SERVICE SETTING-25MM | 20348MC | 5.000 |
5.000 |
$385.000 |
EACH | 0.0 |
| 2049 | RELOCATE FIRE SERVICE LINE | 20349MC | 1.000 |
1.000 |
$2,150.000 |
EACH | 0.0 |
| 2050 | DUCTILE IRON PIPE-400 MM INSTALLED | 01103M | 494.500 |
494.500 |
$300.000 |
M | 2.1 |
| 2051 | RENEW FIRE SERVICE LINE | 20350MC | 1.000 |
1.000 |
$3,400.000 |
EACH | 0.0 |
| 2052 | LOWER VAULT & INSTALL LID | 20351MC | 1.000 |
1.000 |
$4,550.000 |
EACH | 0.1 |
| 2055 | AIR RELEASE VALVE INSTALLED | 03495 | 1.000 |
1.000 |
$495.000 |
EACH | 0.0 |
| 2060 | DUCTILE IRON PIPE-200 MM INSTALLED | 01095M | 37.300 |
37.300 |
$230.000 |
M | 0.1 |
| 8013 | EW~ Extra Work~ Additional fittings, bends, and concrete req'd | 10090NX | 0.000 |
1.000 |
$3,622.500 |
LS | 0.0 |
Category Total $267,429.00 |
| SM- Project | D034042104112 | CATEGORY NUMBER | 0004 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2070 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$324,567.950 |
LS | 4.7 |
| 2080 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$97,868.454 |
LS | 1.4 |
Category Total $422,436.40 |
| SM- Project | D034042104112 | CATEGORY NUMBER | 0005 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2090 | TRAINEE PAYMENT REIMBURSEMENT 1 IRON WORKER | 02742 | 1,400.000 |
1,400.000 |
$1.000 |
HOUR | 0.0 |
Category Total $1,400.00 |
| SM- Project | D034042104112 | CATEGORY NUMBER | 0006 | CATEGORY Description | SP COST PLUS TIME (A+B) |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
Category Total $0.00 |