|
Item List 261122 |
Date:07/31/2026 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 261122 | Primary Project Number | DE103003226W1 |
| Contract Description | KY 32 | ||
| Primary County | ROWAN | Fed/St Number | FD06 103 0032 002-005 |
| Vendor ID | 03832 | Vendor Name | WALKER CONSTRUCTION & MATERIALS LLC |
| Bid Amount | $ 43,834,383.00 | ||
| SM- Project | DE103003226W1 |
| Fed/State Number | FD06 103 0032 002-005 |
| Project Description | KY 32 |
| *********** |
| SM- Project | DE103003226W1 | CATEGORY NUMBER | 0009 | CATEGORY Description | STRUCTURES - S28898 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1205 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 6.500 |
6.500 |
$900.000 |
CUYD | 0.0 |
| 1210 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.0 |
| 1215 | CONCRETE-CLASS A | 08100 | 11.000 |
11.000 |
$4,800.000 |
CUYD | 0.1 |
| 1220 | STEEL REINFORCEMENT | 08150 | 1,095.000 |
1,095.000 |
$4.000 |
LB | 0.0 |
Category Total $83,030.00 |
| SM- Project | DE103003226W1 | CATEGORY NUMBER | 0010 | CATEGORY Description | STRUCTURES - S28899 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1225 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 27.000 |
27.000 |
$420.000 |
CUYD | 0.0 |
| 1230 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.1 |
| 1235 | CONCRETE-CLASS A | 08100 | 72.000 |
72.000 |
$1,900.000 |
CUYD | 0.3 |
| 1240 | STEEL REINFORCEMENT | 08150 | 9,384.000 |
9,384.000 |
$2.500 |
LB | 0.1 |
Category Total $196,600.00 |
| SM- Project | DE103003226W1 | CATEGORY NUMBER | 0011 | CATEGORY Description | STRUCTURES - S28900 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1245 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 15.000 |
15.000 |
$600.000 |
CUYD | 0.0 |
| 1250 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.1 |
| 1255 | CONCRETE-CLASS A | 08100 | 170.900 |
170.900 |
$1,600.000 |
CUYD | 0.6 |
| 1260 | STEEL REINFORCEMENT | 08150 | 21,085.000 |
21,085.000 |
$2.500 |
LB | 0.1 |
Category Total $365,152.50 |
| SM- Project | DE103003226W1 | CATEGORY NUMBER | 0012 | CATEGORY Description | STRUCTURES - S28901 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1265 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 14.200 |
14.200 |
$500.000 |
CUYD | 0.0 |
| 1270 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$55,000.000 |
LS | 0.1 |
| 1275 | CONCRETE-CLASS A | 08100 | 144.800 |
144.800 |
$1,900.000 |
CUYD | 0.6 |
| 1280 | STEEL REINFORCEMENT | 08150 | 16,416.000 |
16,416.000 |
$3.000 |
LB | 0.1 |
Category Total $386,468.00 |
| SM- Project | DE103003226W1 | CATEGORY NUMBER | 0013 | CATEGORY Description | STRUCTURES - S28902 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1285 | STRUCTURE GRANULAR BACKFILL | 02231 | 455.000 |
455.000 |
$95.000 |
CUYD | 0.1 |
| 1290 | ARMORED EDGE FOR CONCRETE | 03299 | 150.000 |
150.000 |
$150.000 |
LF | 0.1 |
| 1295 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 43.000 |
43.000 |
$350.000 |
CUYD | 0.0 |
| 1300 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$225,000.000 |
LS | 0.5 |
| 1305 | CYCLOPEAN STONE RIP RAP | 08019 | 635.000 |
635.000 |
$75.000 |
TON | 0.1 |
| 1310 | TEST PILES | 08033 | 35.000 |
35.000 |
$220.000 |
LF | 0.0 |
| 1315 | PRE-DRILLING FOR PILES | 08039 | 148.000 |
148.000 |
$450.000 |
LF | 0.2 |
| 1320 | PILES-STEEL HP12X53 | 08046 | 150.000 |
150.000 |
$220.000 |
LF | 0.1 |
| 1325 | PILE POINTS-12 IN | 08094 | 14.000 |
14.000 |
$165.000 |
EACH | 0.0 |
| 1330 | CONCRETE-CLASS A | 08100 | 71.000 |
71.000 |
$1,600.000 |
CUYD | 0.3 |
| 1335 | CONCRETE-CLASS AA | 08104 | 289.100 |
289.100 |
$1,600.000 |
CUYD | 1.1 |
| 1340 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 64,043.000 |
64,043.000 |
$2.000 |
LB | 0.3 |
| 1345 | PRECAST PC I BEAM TYPE 5 | 08636 | 833.000 |
833.000 |
$825.000 |
LF | 1.6 |
| 1350 | CONCRETE SEALING | 23378EC | 13,143.000 |
13,143.000 |
$2.000 |
SQFT | 0.1 |
| 1355 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | 247.000 |
247.000 |
$225.000 |
LF | 0.1 |
| 1360 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | 1.000 |
1.000 |
$1,750.000 |
LS | 0.0 |
| 1475 | MECHANICAL REINF COUPLER #5 EPOXY COATED (ADDED 5-19-26) | 08140 | 8.000 |
8.000 |
$125.000 |
EACH | 0.0 |
| 1480 | MECHANICAL REINF COUPLER #8-EPOXY COATED (ADDED 5-19-26) | 24405EC | 18.000 |
18.000 |
$150.000 |
EACH | 0.0 |
Category Total $1,941,792.00 |
| SM- Project | DE103003226W1 | CATEGORY NUMBER | 0014 | CATEGORY Description | STRUCTURES - S28903 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1365 | STRUCTURE GRANULAR BACKFILL | 02231 | 306.000 |
306.000 |
$85.000 |
CUYD | 0.1 |
| 1370 | ARMORED EDGE FOR CONCRETE | 03299 | 56.900 |
56.900 |
$175.000 |
LF | 0.0 |
| 1375 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 200.700 |
200.700 |
$150.000 |
CUYD | 0.1 |
| 1380 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$225,000.000 |
LS | 0.5 |
| 1385 | CYCLOPEAN STONE RIP RAP | 08019 | 733.000 |
733.000 |
$75.000 |
TON | 0.1 |
| 1390 | CONCRETE-CLASS A | 08100 | 529.900 |
529.900 |
$1,100.000 |
CUYD | 1.3 |
| 1395 | CONCRETE-CLASS AA | 08104 | 105.400 |
105.400 |
$2,500.000 |
CUYD | 0.6 |
| 1400 | STEEL REINFORCEMENT | 08150 | 67,669.000 |
67,669.000 |
$2.000 |
LB | 0.3 |
| 1405 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 27,061.000 |
27,061.000 |
$2.000 |
LB | 0.1 |
| 1410 | PRECAST PC I BEAM TYPE 3 | 08633 | 340.000 |
340.000 |
$750.000 |
LF | 0.6 |
| 1415 | CONCRETE SEALING | 23378EC | 8,458.000 |
8,458.000 |
$2.000 |
SQFT | 0.0 |
| 1420 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | 174.600 |
174.600 |
$225.000 |
LF | 0.1 |
| 1425 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | 1.000 |
1.000 |
$1,750.000 |
LS | 0.0 |
Category Total $1,694,848.50 |
| SM- Project | DE103003226W1 | CATEGORY NUMBER | 0015 | CATEGORY Description | MOBILIZATION & DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1430 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$1,942,549.820 |
LS | 4.4 |
| 1435 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$655,000.000 |
LS | 1.5 |
Category Total $2,597,549.82 |
| SM- Project | DE103003226W1 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0005 | ENTRANCE PIPE-15 IN | 00440 | 1,413.000 |
1,413.000 |
$90.000 |
LF | 0.3 |
| 0010 | ENTRANCE PIPE-18 IN | 00441 | 524.000 |
524.000 |
$120.000 |
LF | 0.1 |
| 0015 | ENTRANCE PIPE-24 IN | 00443 | 204.000 |
204.000 |
$160.000 |
LF | 0.1 |
| 0020 | ENTRANCE PIPE-30 IN | 00445 | 37.000 |
37.000 |
$180.000 |
LF | 0.0 |
| 0025 | REMOVE PIPE | 01310 | 119.000 |
119.000 |
$20.000 |
LF | 0.0 |
| 0030 | FILL AND CAP WELL | 01711 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 0035 | STANDARD CURB AND GUTTER | 01810 | 143.000 |
143.000 |
$95.000 |
LF | 0.0 |
| 0040 | ISLAND CURB AND GUTTER | 01825 | 458.000 |
458.000 |
$75.000 |
LF | 0.1 |
| 0045 | STANDARD HEADER CURB | 01875 | 236.000 |
236.000 |
$79.000 |
LF | 0.0 |
| 0050 | DELINEATOR FOR G/R BI DIRECTIONAL WHITE | 01987 | 141.000 |
141.000 |
$13.000 |
EACH | 0.0 |
| 0055 | BARRICADE-TYPE III | 02014 | 45.000 |
45.000 |
$180.000 |
EACH | 0.0 |
| 0060 | REMOVE PAVEMENT | 02091 | 7,681.000 |
7,681.000 |
$10.000 |
SQYD | 0.2 |
| 0065 | TEMP DITCH | 02159 | 6,661.000 |
6,661.000 |
$0.500 |
LF | 0.0 |
| 0070 | CLEAN TEMP DITCH | 02160 | 3,330.000 |
3,330.000 |
$0.500 |
LF | 0.0 |
| 0075 | STRUCTURE DEMOLITION | 02191 | 1.000 |
1.000 |
$24,000.000 |
EACH | 0.1 |
| 0080 | ROADWAY EXCAVATION (REVISED 5-14-26) | 02200 | 607,695.000 |
607,695.000 |
$18.200 |
CUYD | 25.2 |
| 0085 | WATER | 02242 | 1,000.000 |
1,000.000 |
$1.000 |
MGAL | 0.0 |
| 0090 | G/R TERMINAL SECTION NO 1 | 02360 | 17.000 |
17.000 |
$55.000 |
EACH | 0.0 |
| 0095 | G/R END TREATMENT TYPE 1 | 02367 | 8.000 |
8.000 |
$3,300.000 |
EACH | 0.1 |
| 0100 | G/R END TREATMENT TYPE 2M | 02370 | 8.000 |
8.000 |
$2,100.000 |
EACH | 0.0 |
| 0105 | G/R END TREATMENT TYPE 7 | 02371 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0110 | REMOVE G/R | 02381 | 4,643.000 |
4,643.000 |
$3.130 |
LF | 0.0 |
| 0115 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 96.000 |
96.000 |
$275.000 |
EACH | 0.1 |
| 0120 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | 1.000 |
1.000 |
$275.000 |
EACH | 0.0 |
| 0125 | WITNESS POST | 02432 | 10.000 |
10.000 |
$275.000 |
EACH | 0.0 |
| 0130 | CHANNEL LINING CLASS II | 02483 | 6,266.000 |
6,266.000 |
$55.000 |
TON | 0.8 |
| 0135 | CHANNEL LINING CLASS III | 02484 | 2,661.000 |
2,661.000 |
$55.000 |
TON | 0.3 |
| 0140 | CLEARING AND GRUBBING APPROX 47 ACRES | 02545 | 1.000 |
1.000 |
$472,000.000 |
LS | 1.1 |
| 0145 | TEMPORARY SIGNS | 02562 | 1,000.000 |
1,000.000 |
$15.000 |
SQFT | 0.0 |
| 0150 | EDGE KEY | 02585 | 449.000 |
449.000 |
$57.300 |
LF | 0.1 |
| 0155 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | 100.000 |
100.000 |
$3.750 |
SQYD | 0.0 |
| 0160 | REMOVE HEADWALL | 02625 | 2.000 |
2.000 |
$350.000 |
EACH | 0.0 |
| 0165 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$725,000.000 |
LS | 1.7 |
| 0170 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 4.000 |
4.000 |
$13,500.000 |
EACH | 0.1 |
| 0175 | SAFELOADING | 02690 | 9.000 |
9.000 |
$600.000 |
CUYD | 0.0 |
| 0180 | EDGELINE RUMBLE STRIPS | 02697 | 30,663.000 |
30,663.000 |
$0.250 |
LF | 0.0 |
| 0185 | TEMP SILT FENCE | 02701 | 6,661.000 |
6,661.000 |
$3.000 |
LF | 0.0 |
| 0190 | SILT TRAP TYPE A | 02703 | 64.000 |
64.000 |
$64.000 |
EACH | 0.0 |
| 0195 | SILT TRAP TYPE B | 02704 | 64.000 |
64.000 |
$64.000 |
EACH | 0.0 |
| 0200 | SILT TRAP TYPE C | 02705 | 64.000 |
64.000 |
$64.000 |
EACH | 0.0 |
| 0205 | CLEAN SILT TRAP TYPE A | 02706 | 64.000 |
64.000 |
$32.000 |
EACH | 0.0 |
| 0210 | CLEAN SILT TRAP TYPE B | 02707 | 64.000 |
64.000 |
$32.000 |
EACH | 0.0 |
| 0215 | CLEAN SILT TRAP TYPE C | 02708 | 64.000 |
64.000 |
$32.000 |
EACH | 0.0 |
| 0220 | SEDIMENTATION BASIN | 02711 | 19,000.000 |
19,000.000 |
$5.000 |
CUYD | 0.2 |
| 0225 | CLEAN SEDIMENTATION BASIN | 02712 | 19,000.000 |
19,000.000 |
$2.500 |
CUYD | 0.1 |
| 0230 | STAKING | 02726 | 1.000 |
1.000 |
$200,000.000 |
LS | 0.5 |
| 0235 | ARROW PANEL | 02775 | 2.000 |
2.000 |
$5,000.000 |
EACH | 0.0 |
| 0240 | CLEAN PIPE STRUCTURE | 03262 | 1.000 |
1.000 |
$3,500.000 |
EACH | 0.0 |
| 0245 | EROSION CONTROL BLANKET | 05950 | 40,946.000 |
40,946.000 |
$2.390 |
SQYD | 0.2 |
| 0250 | TEMP MULCH | 05952 | 205,958.000 |
205,958.000 |
$0.250 |
SQYD | 0.1 |
| 0255 | TEMP SEEDING AND PROTECTION | 05953 | 154,469.000 |
154,469.000 |
$0.330 |
SQYD | 0.1 |
| 0260 | INITIAL FERTILIZER | 05963 | 6.800 |
6.800 |
$1,600.000 |
TON | 0.0 |
| 0265 | SEEDING AND PROTECTION | 05985 | 213,089.000 |
213,089.000 |
$0.590 |
SQYD | 0.3 |
| 0270 | AGRICULTURAL LIMESTONE | 05992 | 191.500 |
191.500 |
$130.000 |
TON | 0.1 |
| 0275 | FLEXIBLE DELINEATOR POST-M/W | 06401 | 260.000 |
260.000 |
$92.000 |
EACH | 0.1 |
| 0280 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 106,000.000 |
106,000.000 |
$0.200 |
LF | 0.0 |
| 0285 | PAVE STRIPING-THERMO-6 IN W | 06542 | 44,259.000 |
44,259.000 |
$1.000 |
LF | 0.1 |
| 0290 | PAVE STRIPING-THERMO-6 IN Y | 06543 | 28,966.000 |
28,966.000 |
$1.000 |
LF | 0.1 |
| 0295 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | 420.000 |
420.000 |
$10.000 |
LF | 0.0 |
| 0300 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | 307.000 |
307.000 |
$10.000 |
LF | 0.0 |
| 0305 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 344.000 |
344.000 |
$10.000 |
LF | 0.0 |
| 0310 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | 125.000 |
125.000 |
$6.500 |
SQFT | 0.0 |
| 0315 | PAVE MARKING-THERMO CURV ARROW | 06574 | 118.000 |
118.000 |
$100.000 |
EACH | 0.0 |
| 0320 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 1,325.000 |
1,325.000 |
$7.000 |
EACH | 0.0 |
| 0325 | INLAID PAVEMENT MARKER-MW | 06610 | 158.000 |
158.000 |
$32.000 |
EACH | 0.0 |
| 0330 | INLAID PAVEMENT MARKER-BY | 06612 | 492.000 |
492.000 |
$32.000 |
EACH | 0.0 |
| 0335 | FUEL ADJUSTMENT | 10020NS | 156,038.000 |
156,038.000 |
$1.000 |
DOLL | 0.4 |
| 0340 | ASPHALT ADJUSTMENT | 10030NS | 258,410.000 |
258,410.000 |
$1.000 |
DOLL | 0.6 |
| 0345 | OBJECT MARKER TY 3 | 20191ED | 8.000 |
8.000 |
$55.000 |
EACH | 0.0 |
| 0350 | LAW ENFORCEMENT OFFICER | 20411ED | 1,000.000 |
1,000.000 |
$95.000 |
HOUR | 0.2 |
| 0355 | CENTERLINE RUMBLE STRIPS | 20458ES403 | 2,867.000 |
2,867.000 |
$0.800 |
LF | 0.0 |
| 0360 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | 7,025.000 |
7,025.000 |
$27.890 |
LF | 0.4 |
| 0365 | LIGHTWEIGHT AGGREGATE FILL | 23929EC | 1,628.000 |
1,628.000 |
$240.000 |
CUYD | 0.9 |
| 0370 | R/W MONUMENT TYPE 3 | 24540 | 83.000 |
83.000 |
$275.000 |
EACH | 0.1 |
| 0375 | PIPELINE INSPECTION | 24814EC | 1,338.000 |
1,338.000 |
$3.000 |
LF | 0.0 |
| 0380 | UTILITY COORDINATION | 24845EC | 1.000 |
1.000 |
$25,000.000 |
LS | 0.1 |
| 0385 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | 682,623.000 |
682,623.000 |
$0.030 |
SF | 0.0 |
| 0390 | THRIE BEAM G/R TRANSITION TL-2 | 25079ED | 8.000 |
8.000 |
$3,230.000 |
EACH | 0.1 |
| 1440 | RELOCATE TEMP CONC BARRIER (ADDED 5-14-26) | 02003 | 1,000.000 |
1,000.000 |
$10.000 |
LF | 0.0 |
| 1445 | REMOVE STRUCTURE -KY 32 BRIDGE OVER LITTLE BUSHY CREEK (A | 02731 | 1.000 |
1.000 |
$80,054.000 |
LS | 0.2 |
| 1450 | REMOVE STRUCTURE -PENNINGTON FLAT ROAD OVER BIG BUSHY CRE | 02731 | 1.000 |
1.000 |
$20,338.000 |
LS | 0.0 |
| 1455 | RELOCATE CRASH CUSHION (ADDED 5-14-26) | 02898 | 4.000 |
4.000 |
$2,800.000 |
EACH | 0.0 |
| 1460 | CRASH CUSHION TY 6 CLASS T TL3 (ADDED 5-14-26) | 08912 | 2.000 |
2.000 |
$4,500.000 |
EACH | 0.0 |
| 1465 | CONC BARR WALL TY 9T-INSTALL (ADDED 5-14-26) | 20190ES601 | 1,000.000 |
1,000.000 |
$80.000 |
LF | 0.2 |
| 1470 | REMOVE STRUCTURE EXISTING 6'X4' RCBC STA 650+42.54 (ADDED | 02731 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
Category Total $15,715,101.30 |
| SM- Project | DE103003226W1 | CATEGORY NUMBER | 0002 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0395 | DGA BASE | 00001 | 43,925.000 |
43,925.000 |
$38.950 |
TON | 3.9 |
| 0400 | CRUSHED STONE BASE | 00003 | 619.000 |
619.000 |
$48.700 |
TON | 0.1 |
| 0405 | ASPHALT SEAL AGGREGATE | 00100 | 345.000 |
345.000 |
$335.000 |
TON | 0.3 |
| 0410 | ASPHALT SEAL COAT | 00103 | 50.000 |
50.000 |
$1,000.000 |
TON | 0.1 |
| 0415 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 7,406.000 |
7,406.000 |
$137.850 |
TON | 2.3 |
| 0420 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 46,942.000 |
46,942.000 |
$137.850 |
TON | 14.8 |
| 0425 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 2,928.000 |
2,928.000 |
$167.350 |
TON | 1.1 |
| 0430 | JOINT ADHESIVE | 20071EC | 53,826.000 |
53,826.000 |
$0.450 |
LF | 0.1 |
| 0435 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | 6,529.000 |
6,529.000 |
$175.100 |
TON | 2.6 |
| 0440 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | 91.200 |
91.200 |
$865.000 |
TON | 0.2 |
| 0445 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
Category Total $11,136,309.25 |
| SM- Project | DE103003226W1 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0450 | CULVERT PIPE-12 IN | 00460 | 10.000 |
10.000 |
$220.000 |
LF | 0.0 |
| 0455 | CULVERT PIPE-15 IN | 00461 | 86.000 |
86.000 |
$170.000 |
LF | 0.0 |
| 0460 | CULVERT PIPE-18 IN | 00462 | 641.000 |
641.000 |
$190.000 |
LF | 0.3 |
| 0465 | CULVERT PIPE-24 IN | 00464 | 314.000 |
314.000 |
$230.000 |
LF | 0.2 |
| 0470 | CULVERT PIPE-30 IN | 00466 | 572.000 |
572.000 |
$270.000 |
LF | 0.4 |
| 0475 | CULVERT PIPE-36 IN | 00468 | 129.000 |
129.000 |
$370.000 |
LF | 0.1 |
| 0480 | CULVERT PIPE-42 IN | 00469 | 320.000 |
320.000 |
$370.000 |
LF | 0.3 |
| 0485 | CULVERT PIPE-48 IN | 00470 | 75.000 |
75.000 |
$420.000 |
LF | 0.1 |
| 0490 | STORM SEWER PIPE-15 IN | 00521 | 157.000 |
157.000 |
$150.000 |
LF | 0.1 |
| 0495 | PIPE CULVERT HEADWALL-15 IN | 01202 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 0500 | PIPE CULVERT HEADWALL-18 IN | 01204 | 11.000 |
11.000 |
$2,600.000 |
EACH | 0.1 |
| 0505 | PIPE CULVERT HEADWALL-24 IN | 01208 | 4.000 |
4.000 |
$2,900.000 |
EACH | 0.0 |
| 0510 | PIPE CULVERT HEADWALL-30 IN | 01210 | 5.000 |
5.000 |
$3,600.000 |
EACH | 0.0 |
| 0515 | PIPE CULVERT HEADWALL-36 IN | 01212 | 2.000 |
2.000 |
$4,500.000 |
EACH | 0.0 |
| 0520 | PIPE CULVERT HEADWALL-42 IN | 01214 | 5.000 |
5.000 |
$5,800.000 |
EACH | 0.1 |
| 0525 | PIPE CULVERT HEADWALL-48 IN | 01216 | 3.000 |
3.000 |
$7,600.000 |
EACH | 0.1 |
| 0530 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 1.000 |
1.000 |
$4,000.000 |
EACH | 0.0 |
| 0535 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 3.000 |
3.000 |
$4,200.000 |
EACH | 0.0 |
| 0540 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 1.000 |
1.000 |
$4,800.000 |
EACH | 0.0 |
| 0545 | SLOPED AND PARALLEL HEADWALL-12 IN | 01442 | 1.000 |
1.000 |
$4,000.000 |
EACH | 0.0 |
| 0550 | S & F BOX INLET-OUTLET-18 IN | 01450 | 2.000 |
2.000 |
$3,800.000 |
EACH | 0.0 |
| 0555 | S & F BOX INLET-OUTLET-24 IN | 01451 | 2.000 |
2.000 |
$4,800.000 |
EACH | 0.0 |
| 0560 | DROP BOX INLET TYPE 1 | 01490 | 5.000 |
5.000 |
$4,600.000 |
EACH | 0.1 |
| 0565 | DROP BOX INLET TYPE 2 | 01493 | 1.000 |
1.000 |
$5,600.000 |
EACH | 0.0 |
| 0570 | DROP BOX INLET TYPE 11 | 01544 | 2.000 |
2.000 |
$4,600.000 |
EACH | 0.0 |
| 0575 | DROP BOX INLET TYPE 12 | 01547 | 53.000 |
53.000 |
$3,600.000 |
LF | 0.4 |
| 0580 | DROP BOX INLET TYPE 14 | 01577 | 1.000 |
1.000 |
$5,600.000 |
EACH | 0.0 |
| 0585 | CHANNEL LINING CLASS II | 02483 | 83.000 |
83.000 |
$100.000 |
TON | 0.0 |
| 0590 | CHANNEL LINING CLASS III | 02484 | 217.000 |
217.000 |
$100.000 |
TON | 0.0 |
| 0595 | CONCRETE-CLASS B | 02555 | 0.600 |
0.600 |
$9,000.000 |
CUYD | 0.0 |
| 0600 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 4,027.000 |
4,027.000 |
$2.000 |
SQYD | 0.0 |
| 0605 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 10.000 |
10.000 |
$45.000 |
SQYD | 0.0 |
Category Total $1,031,154.00 |
| SM- Project | DE103003226W1 | CATEGORY NUMBER | 0004 | CATEGORY Description | TRAFFIC SIGNALS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0610 | POLE 30 FT MTG HT | 04700 | 2.000 |
2.000 |
$3,710.000 |
EACH | 0.0 |
| 0615 | BRACKET 8 FT | 04722 | 2.000 |
2.000 |
$1,786.000 |
EACH | 0.0 |
| 0620 | POLE BASE | 04740 | 2.000 |
2.000 |
$3,020.000 |
EACH | 0.0 |
| 0625 | TRANSFORMER BASE | 04750 | 2.000 |
2.000 |
$2,653.000 |
EACH | 0.0 |
| 0630 | LIGHTING CONTROL EQUIPMENT | 04761 | 1.000 |
1.000 |
$21,760.000 |
EACH | 0.0 |
| 0635 | TRENCHING AND BACKFILLING | 04820 | 8.000 |
8.000 |
$19.810 |
LF | 0.0 |
| 0640 | CABLE-NO. 14/5C | 04844 | 712.000 |
712.000 |
$6.680 |
LF | 0.0 |
| 0645 | CABLE-NO. 14/7C | 04845 | 342.000 |
342.000 |
$7.380 |
LF | 0.0 |
| 0650 | MESSENGER-10800 LB | 04885 | 448.000 |
448.000 |
$10.430 |
LF | 0.0 |
| 0655 | INSTALL STEEL STRAIN POLE | 04932 | 4.000 |
4.000 |
$1,493.000 |
EACH | 0.0 |
| 0660 | REMOVE SIGNAL EQUIPMENT - | 04950 | 1.000 |
1.000 |
$15,290.000 |
EACH | 0.0 |
| 0665 | INSTALL SPAN MOUNTED SIGN | 06472 | 2.000 |
2.000 |
$430.000 |
EACH | 0.0 |
| 0670 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | 8.000 |
8.000 |
$426.000 |
EACH | 0.0 |
| 0675 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | 2.000 |
2.000 |
$476.000 |
EACH | 0.0 |
| 0680 | RELOCATE SIGNAL HEAD | 21659NN | 10.000 |
10.000 |
$381.000 |
EACH | 0.0 |
| 0685 | REMOVE & REINSTALL COORDINATING UNIT | 23068NN | 1.000 |
1.000 |
$3,589.000 |
EACH | 0.0 |
| 0690 | TRAFFIC SIGNAL POLE BASE | 23157EN | 16.400 |
16.400 |
$3,231.000 |
CUYD | 0.1 |
| 0695 | REMOVE STORE & REINSTALL - | 24751ED | 2.000 |
2.000 |
$288.000 |
EACH | 0.0 |
| 0700 | CABLE-NO. 10/3C DUCTED | 24851EC | 270.000 |
270.000 |
$8.630 |
LF | 0.0 |
| 0705 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | 32.000 |
32.000 |
$15.270 |
LF | 0.0 |
| 0710 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | 1.000 |
1.000 |
$11,870.000 |
EACH | 0.0 |
| 0715 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | 4.000 |
4.000 |
$1,246.000 |
EACH | 0.0 |
| 0720 | INSTALL SOLAR SCHOOL FLASHER ASSEMBLY (REVISED 5-19-26) | 26246EC | 2.000 |
2.000 |
$2,136.000 |
EACH | 0.0 |
Category Total $167,599.38 |
| SM- Project | DE103003226W1 | CATEGORY NUMBER | 0005 | CATEGORY Description | UTILITIES - WATER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0725 | W CAP EXISTING MAIN | 14003 | 17.000 |
17.000 |
$4,500.000 |
EACH | 0.2 |
| 0730 | W DIRECTIONAL BORE | 14004 | 1,371.000 |
1,371.000 |
$360.000 |
LF | 1.1 |
| 0735 | W ENCASEMENT STEEL BORED RANGE 2 | 14007 | 160.000 |
160.000 |
$460.000 |
LF | 0.2 |
| 0740 | W ENCASEMENT STEEL BORED RANGE 3 | 14008 | 275.000 |
275.000 |
$520.000 |
LF | 0.3 |
| 0745 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | 290.000 |
290.000 |
$580.000 |
LF | 0.4 |
| 0750 | W ENCASEMENT STEEL BORED RANGE 5 | 14010 | 550.000 |
550.000 |
$690.000 |
LF | 0.9 |
| 0755 | W FLUSH HYDRANT ASSEMBLY | 14022 | 3.000 |
3.000 |
$22,500.000 |
EACH | 0.2 |
| 0760 | W FLUSHING ASSEMBLY | 14023 | 5.000 |
5.000 |
$14,500.000 |
EACH | 0.2 |
| 0765 | W METER 3/4 INCH | 14028 | 30.000 |
30.000 |
$1,500.000 |
EACH | 0.1 |
| 0770 | W METER VAULT | 14031 | 1.000 |
1.000 |
$125,000.000 |
EACH | 0.3 |
| 0775 | W PIPE DUCTILE IRON 06 INCH | 14036 | 615.000 |
615.000 |
$95.000 |
LF | 0.1 |
| 0780 | W PIPE DUCTILE IRON 12 INCH | 14039 | 435.000 |
435.000 |
$132.000 |
LF | 0.1 |
| 0785 | W PIPE PVC 03 INCH | 14057 | 2,545.000 |
2,545.000 |
$78.000 |
LF | 0.5 |
| 0790 | W PIPE PVC 04 INCH | 14058 | 600.000 |
600.000 |
$85.000 |
LF | 0.1 |
| 0795 | W PIPE PVC 06 INCH | 14059 | 3,170.000 |
3,170.000 |
$95.000 |
LF | 0.7 |
| 0800 | W PIPE PVC 08 INCH | 14060 | 230.000 |
230.000 |
$105.000 |
LF | 0.1 |
| 0805 | W PIPE PVC 12 INCH | 14062 | 4,870.000 |
4,870.000 |
$135.000 |
LF | 1.5 |
| 0810 | W PIPE PVC 16 INCH | 14063 | 7,305.000 |
7,305.000 |
$140.000 |
LF | 2.3 |
| 0815 | W PIPE POLYETHYLENE/PLASTIC 08 INCH | 14070 | 480.000 |
480.000 |
$85.000 |
LF | 0.1 |
| 0820 | W PIPE POLYETHYLENE/PLASTIC SPECIAL | 14073 | 276.000 |
276.000 |
$135.000 |
LF | 0.1 |
| 0825 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | 50.000 |
50.000 |
$2,400.000 |
EACH | 0.3 |
| 0830 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | 16.000 |
16.000 |
$16,500.000 |
EACH | 0.6 |
| 0835 | W TAPPING SLEEVE AND VALVE SIZE 2 | 14090 | 2.000 |
2.000 |
$45,000.000 |
EACH | 0.2 |
| 0840 | W TIE-IN 03 INCH | 14092 | 1.000 |
1.000 |
$5,800.000 |
EACH | 0.0 |
| 0845 | W TIE-IN 06 INCH | 14094 | 1.000 |
1.000 |
$7,500.000 |
EACH | 0.0 |
| 0850 | W TIE-IN 08 INCH | 14095 | 2.000 |
2.000 |
$8,500.000 |
EACH | 0.0 |
| 0855 | W TIE-IN 10 INCH | 14096 | 1.000 |
1.000 |
$12,500.000 |
EACH | 0.0 |
| 0860 | W TIE-IN 12 INCH | 14097 | 1.000 |
1.000 |
$14,500.000 |
EACH | 0.0 |
| 0865 | W VALVE 03 INCH | 14103 | 2.000 |
2.000 |
$1,200.000 |
EACH | 0.0 |
| 0870 | W VALVE 04 INCH | 14104 | 2.000 |
2.000 |
$2,200.000 |
EACH | 0.0 |
| 0875 | W VALVE 06 INCH | 14105 | 6.000 |
6.000 |
$3,800.000 |
EACH | 0.1 |
| 0880 | W VALVE 08 INCH | 14106 | 3.000 |
3.000 |
$4,800.000 |
EACH | 0.0 |
| 0885 | W VALVE 10 INCH | 14107 | 1.000 |
1.000 |
$7,800.000 |
EACH | 0.0 |
| 0890 | W VALVE 12 INCH | 14108 | 8.000 |
8.000 |
$8,200.000 |
EACH | 0.1 |
| 0895 | W VALVE 16 INCH | 14109 | 9.000 |
9.000 |
$22,000.000 |
EACH | 0.5 |
| 0900 | W ENCASEMENT SPECIAL | 14126 | 1,836.000 |
1,836.000 |
$420.000 |
LF | 1.8 |
| 0905 | W LEAK DETECTION METER | 14153 | 3.000 |
3.000 |
$3,200.000 |
EACH | 0.0 |
Category Total $5,720,645.00 |
| SM- Project | DE103003226W1 | CATEGORY NUMBER | 0006 | CATEGORY Description | UTILITIES - SEWER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0910 | S DIRECTIONAL BORE | 15011 | 250.000 |
250.000 |
$98.850 |
LF | 0.1 |
| 0915 | S ENCASEMENT SPECIAL | 15013 | 430.000 |
430.000 |
$123.950 |
LF | 0.1 |
| 0920 | S ENCASEMENT STEEL BORED RANGE 1 | 15014 | 70.000 |
70.000 |
$183.450 |
LF | 0.0 |
| 0925 | S ENCASEMENT STEEL BORED RANGE 3 | 15016 | 175.000 |
175.000 |
$265.000 |
LF | 0.1 |
| 0930 | S ENCASEMENT STEEL BORED RANGE 4 | 15017 | 435.000 |
435.000 |
$570.000 |
LF | 0.6 |
| 0935 | S ENCASEMENT STEEL BORED RANGE 6 | 15019 | 80.000 |
80.000 |
$425.000 |
LF | 0.1 |
| 0940 | S ENCASEMENT STEEL OPEN CUT RANGE 1 | 15020 | 130.000 |
130.000 |
$190.000 |
LF | 0.1 |
| 0945 | S ENCASEMENT STEEL OPEN CUT RANGE 3 | 15022 | 70.000 |
70.000 |
$295.000 |
LF | 0.0 |
| 0950 | S ENCASEMENT STEEL OPEN CUT RANGE 4 | 15023 | 60.000 |
60.000 |
$415.000 |
LF | 0.1 |
| 0955 | S FORCE MAIN AIR RLS/VAC VLV 03 IN | 15027 | 5.000 |
5.000 |
$7,350.000 |
EACH | 0.1 |
| 0960 | S FORCE MAIN PVC 02 INCH | 15057 | 295.000 |
295.000 |
$36.250 |
LF | 0.0 |
| 0965 | S FORCE MAIN PVC 03 INCH | 15058 | 315.000 |
315.000 |
$39.500 |
LF | 0.0 |
| 0970 | S FORCE MAIN PVC 06 INCH | 15060 | 3,570.000 |
3,570.000 |
$47.450 |
LF | 0.4 |
| 0975 | S FORCE MAIN PVC 10 INCH | 15062 | 460.000 |
460.000 |
$87.150 |
LF | 0.1 |
| 0980 | S FORCE MAIN TAP SLEEVE/VALVE RNG 1 | 15069 | 2.000 |
2.000 |
$4,570.000 |
EACH | 0.0 |
| 0985 | S FORCE MAIN TIE-IN 02 INCH | 15071 | 2.000 |
2.000 |
$1,900.000 |
EACH | 0.0 |
| 0990 | S FORCE MAIN TIE-IN 03 INCH | 15072 | 2.000 |
2.000 |
$1,900.000 |
EACH | 0.0 |
| 0995 | S FORCE MAIN TIE-IN 06 INCH | 15074 | 1.000 |
1.000 |
$2,015.000 |
EACH | 0.0 |
| 1000 | S FORCE MAIN TIE-IN 10 INCH | 15076 | 2.000 |
2.000 |
$2,765.000 |
EACH | 0.0 |
| 1005 | S FORCE MAIN TIE-IN SPECIAL | 15081 | 5.000 |
5.000 |
$1,715.000 |
EACH | 0.0 |
| 1010 | S FORCE MAIN VALVE GATE | 15084 | 8.000 |
8.000 |
$3,260.000 |
EACH | 0.1 |
| 1015 | S LATERAL CLEANOUT | 15086 | 12.000 |
12.000 |
$1,605.000 |
EACH | 0.0 |
| 1020 | S LATERAL LONG SIDE 04 INCH | 15087 | 1.000 |
1.000 |
$6,500.000 |
EACH | 0.0 |
| 1025 | S LATERAL SHORT SIDE 04 INCH | 15089 | 9.000 |
9.000 |
$3,400.000 |
EACH | 0.1 |
| 1030 | S LATERAL SHORT SIDE 06 INCH | 15090 | 3.000 |
3.000 |
$4,150.000 |
EACH | 0.0 |
| 1035 | S MANHOLE | 15092 | 20.000 |
20.000 |
$5,400.000 |
EACH | 0.2 |
| 1040 | S MANHOLE SPECIAL | 15098 | 7.000 |
7.000 |
$3,500.000 |
EACH | 0.1 |
| 1045 | S MANHOLE WITH DROP | 15101 | 3.000 |
3.000 |
$4,125.000 |
EACH | 0.0 |
| 1050 | S PIPE DUCTILE IRON 08 INCH | 15104 | 277.000 |
277.000 |
$215.000 |
LF | 0.1 |
| 1055 | S PIPE PVC 08 INCH | 15112 | 2,008.000 |
2,008.000 |
$173.000 |
LF | 0.8 |
| 1060 | S PIPE SPECIAL | 15118 | 277.000 |
277.000 |
$30.000 |
LF | 0.0 |
| 1065 | S CAP EXISTING MAIN | 15155 | 8.000 |
8.000 |
$1,470.000 |
EACH | 0.0 |
Category Total $1,458,433.25 |
| SM- Project | DE103003226W1 | CATEGORY NUMBER | 0007 | CATEGORY Description | UTILITIES - NATURAL GAS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1070 | G DIRECTIONAL BORE | 16000 | 460.000 |
460.000 |
$340.000 |
LF | 0.4 |
| 1075 | G ENCASEMENT SPECIAL | 16001 | 380.000 |
380.000 |
$320.000 |
LF | 0.3 |
| 1080 | G ENCASEMENT STEEL BORED RANGE 1 | 16002 | 140.000 |
140.000 |
$360.000 |
LF | 0.1 |
| 1085 | G ENCASEMENT STEEL BORED RANGE 2 | 16003 | 80.000 |
80.000 |
$420.000 |
LF | 0.1 |
| 1090 | G ENCASEMENT STEEL BORED RANGE 4 | 16005 | 230.000 |
230.000 |
$460.000 |
LF | 0.2 |
| 1095 | G ENCASEMENT STEEL OPEN CUT RANGE 4 | 16011 | 70.000 |
70.000 |
$320.000 |
LF | 0.1 |
| 1100 | G PIPE POLYETHYLENE/PLASTIC 02 INCH | 16015 | 1,982.000 |
1,982.000 |
$65.000 |
LF | 0.3 |
| 1105 | G PIPE POLYETHYLENE/PLASTIC 04 INCH | 16017 | 242.000 |
242.000 |
$65.000 |
LF | 0.0 |
| 1110 | G PIPE POLYETHYLENE/PLASTIC 06 INCH | 16018 | 4,615.000 |
4,615.000 |
$77.000 |
LF | 0.8 |
| 1115 | G PIPE SPECIAL | 16022 | 300.000 |
300.000 |
$125.000 |
LF | 0.1 |
| 1120 | G SERVICE LONG SIDE 3/4 INCH | 16034 | 3.000 |
3.000 |
$2,500.000 |
EACH | 0.0 |
| 1125 | G SERVICE SHORT SIDE 2 INCH | 16038 | 3.000 |
3.000 |
$3,400.000 |
EACH | 0.0 |
| 1130 | G SERVICE SHORT SIDE 3/4 INCH | 16039 | 6.000 |
6.000 |
$1,750.000 |
EACH | 0.0 |
| 1135 | G TIE-IN POLYETHYLENE/PLASTIC 02 INCH | 16041 | 3.000 |
3.000 |
$3,400.000 |
EACH | 0.0 |
| 1140 | G TIE-IN POLYETHYLENE/PLASTIC 04 INCH | 16043 | 1.000 |
1.000 |
$5,600.000 |
EACH | 0.0 |
| 1145 | G TIE-IN POLYETHYLENE/PLASTIC 06 INCH | 16044 | 2.000 |
2.000 |
$7,200.000 |
EACH | 0.0 |
| 1150 | G VALVE POLYETHYLENE/PLASTIC 02 INCH | 16049 | 6.000 |
6.000 |
$850.000 |
EACH | 0.0 |
| 1155 | G VALVE POLYETHYLENE/PLASTIC 04 INCH | 16051 | 2.000 |
2.000 |
$1,150.000 |
EACH | 0.0 |
| 1160 | G VALVE POLYETHYLENE/PLASTIC 06 INCH | 16052 | 11.000 |
11.000 |
$1,450.000 |
EACH | 0.0 |
| 1165 | G TIE-IN STEEL 06 INCH | 16080 | 1.000 |
1.000 |
$25,000.000 |
EACH | 0.1 |
| 1170 | G CAP EXISTING MAIN | 16607 | 7.000 |
7.000 |
$5,200.000 |
EACH | 0.1 |
Category Total $1,170,765.00 |
| SM- Project | DE103003226W1 | CATEGORY NUMBER | 0008 | CATEGORY Description | STRUCTURES - S28897 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1175 | REMOVE CONCRETE MASONRY | 02403 | 9.200 |
9.200 |
$900.000 |
CUYD | 0.0 |
| 1180 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 15.900 |
15.900 |
$550.000 |
CUYD | 0.0 |
| 1185 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.1 |
| 1190 | CONCRETE-CLASS A | 08100 | 51.000 |
51.000 |
$2,000.000 |
CUYD | 0.2 |
| 1195 | STEEL REINFORCEMENT | 08150 | 6,584.000 |
6,584.000 |
$2.500 |
LB | 0.0 |
| 1200 | RAIL SYSTEM TYPE T631 | 24896ED | 15.000 |
15.000 |
$230.000 |
LF | 0.0 |
Category Total $168,935.00 |