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Item List 051041 |
Date:06/01/2018 |
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|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051041 | Primary Project Number | DE04700650541 |
| Contract Description | TENNESSEE-LOUISVILLE ROAD (I-65) | ||
| Primary County | HARDIN | Fed/St Number | IM 65-5(83)97 |
| Vendor ID | 00182 | Vendor Name | GOHMANN ASPHALT AND CONSTRUCTION INC |
| Bid Amount | $ 18,551,000.00 | ||
| SM- Project | DE04700650541 |
| Fed/State Number | IM 65-5(83)97 |
| Project Description | TENNESSEE-LOUISVILLE ROAD (I-65) |
| *********** |
| SM- Project | DE04700650541 | CATEGORY NUMBER | 0002 | CATEGORY Description | TRAFFIC LOOPS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0980 | CONDUIT-1 1/4 INCH | 04793 | 60.000 |
60.000 |
$8.000 |
LF | 0.0 |
| 0990 | CONDUIT-2 INCH | 04795 | 30.000 |
30.000 |
$9.000 |
LF | 0.0 |
| 1000 | TRENCHING AND BACKFILLING | 04820 | 80.000 |
80.000 |
$5.000 |
LF | 0.0 |
| 1010 | PIEZOELECTRIC SENSOR | 04829 | 6.000 |
6.000 |
$1,800.000 |
EACH | 0.1 |
| 1020 | LOOP WIRE | 04830 | 2,520.000 |
2,520.000 |
$0.450 |
LF | 0.0 |
| 1030 | LOOP SAW SLOT AND FILL | 04895 | 600.000 |
600.000 |
$15.000 |
LF | 0.0 |
| 1040 | GALVANIZED STEEL CABINET | 20359EC | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 1050 | WOOD POST | 20360ES818 | 4.000 |
4.000 |
$125.000 |
EACH | 0.0 |
| 1060 | JUNCTION BOX TYPE A | 20391ES835 | 2.000 |
2.000 |
$800.000 |
EACH | 0.0 |
Category Total $25,184.00 |
| SM- Project | DE04700650541 | 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 | 62,164.000 |
62,164.000 |
$14.000 |
TON | 4.7 |
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 3,707.000 |
0.000 |
$31.000 |
TON | 0.6 |
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 9,836.000 |
9,836.000 |
$11.000 |
TON | 0.6 |
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | 860.300 |
860.300 |
$50.000 |
TON | 0.2 |
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | 12,214.000 |
13,714.000 |
$35.000 |
TON | 2.3 |
| 0060 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | 3,565.000 |
3,565.000 |
$38.500 |
TON | 0.7 |
| 0070 | EMULSIFIED ASPHALT RS-2 | 00291 | 103.200 |
103.200 |
$500.000 |
TON | 0.3 |
| 0080 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | 1,164.000 |
1,164.000 |
$45.000 |
TON | 0.3 |
| 0090 | CL4 ASPH SURF 0.38B PG76-22 | 00337 | 7,579.000 |
7,579.000 |
$49.000 |
TON | 2.0 |
| 0100 | PERFORATED PIPE-4 INCH | 01000 | 48,693.000 |
48,693.000 |
$6.860 |
LF | 1.8 |
| 0110 | PERFORATED PIPE-6 INCH | 01001 | 49,762.000 |
49,762.000 |
$7.660 |
LF | 2.1 |
| 0120 | NON-PERFORATED PIPE-4 INCH | 01010 | 5,072.000 |
5,072.000 |
$12.500 |
LF | 0.3 |
| 0130 | NON-PERFORATED PIPE-6 INCH | 01011 | 3,602.000 |
3,602.000 |
$13.500 |
LF | 0.3 |
| 0140 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$18,500.000 |
LS | 0.1 |
| 0150 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 59.000 |
59.000 |
$365.000 |
EACH | 0.1 |
| 0160 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 132.000 |
132.000 |
$400.000 |
EACH | 0.3 |
| 0170 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | 40.000 |
40.000 |
$400.000 |
EACH | 0.1 |
| 0180 | REMOVE PIPE | 01310 | 12.000 |
12.000 |
$200.000 |
LF | 0.0 |
| 0190 | RECONSTRUCT MEDIAN BOX INLET | 01633 | 46.000 |
46.000 |
$2,800.000 |
EACH | 0.7 |
| 0200 | FLUME INLET TYPE 2 | 01691 | 4.000 |
4.000 |
$3,200.000 |
EACH | 0.1 |
| 0210 | CORED HOLE DRAINAGE BOX CON-6 INCH | 01741 | 32.000 |
32.000 |
$125.000 |
EACH | 0.0 |
| 0220 | ISLAND INTEGRAL CURB | 01845 | 1,900.000 |
1,900.000 |
$10.000 |
LF | 0.1 |
| 0230 | ASPHALT WEDGE CURB | 01897 | 645.000 |
645.000 |
$10.000 |
LF | 0.0 |
| 0240 | REMOVE CURB | 01904 | 100.000 |
100.000 |
$8.000 |
LF | 0.0 |
| 0250 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 2,568.000 |
2,568.000 |
$8.000 |
EACH | 0.1 |
| 0260 | RELOCATE TEMP CONC MED BARRIER | 02003 | 25,660.000 |
25,660.000 |
$6.500 |
LF | 0.9 |
| 0270 | BARRICADE-TYPE III | 02014 | 8.000 |
8.000 |
$75.000 |
EACH | 0.0 |
| 0280 | REMOVE PCC PAVEMENT | 02058 | 20,533.000 |
20,533.000 |
$5.200 |
SQYD | 0.6 |
| 0290 | JPC PAVEMENT-12 INCH | 02070 | 184,212.000 |
184,212.000 |
$33.100 |
SQYD | 32.9 |
| 0300 | JPC PAVEMENT-12 INCH SHLD | 02077 | 99,481.000 |
99,481.000 |
$31.100 |
SQYD | 16.7 |
| 0310 | REMOVE PAVEMENT ASPH | 02091 | 824.000 |
824.000 |
$3.000 |
SQYD | 0.0 |
| 0320 | ROADWAY EXCAVATION | 02200 | 3,205.000 |
3,205.000 |
$9.000 |
CUYD | 0.2 |
| 0330 | EMBANKMENT IN PLACE | 02230 | 46,523.000 |
46,523.000 |
$11.000 |
CUYD | 2.8 |
| 0340 | DITCHING | 02237 | 24,196.000 |
24,196.000 |
$5.000 |
LF | 0.7 |
| 0350 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 300.000 |
300.000 |
$4.250 |
LF | 0.0 |
| 0360 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 18,875.000 |
18,875.000 |
$13.090 |
LF | 1.3 |
| 0370 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 550.000 |
550.000 |
$23.560 |
LF | 0.1 |
| 0380 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 4.000 |
4.000 |
$32.000 |
EACH | 0.0 |
| 0390 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 16.000 |
16.000 |
$1,987.210 |
EACH | 0.2 |
| 0400 | CRASH CUSHION TYPE IX-A | 02365 | 4.000 |
4.000 |
$4,615.300 |
EACH | 0.1 |
| 0410 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 7.000 |
7.000 |
$825.960 |
EACH | 0.0 |
| 0420 | REMOVE GUARDRAIL | 02381 | 19,934.000 |
19,934.000 |
$1.770 |
LF | 0.2 |
| 0430 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 12.000 |
12.000 |
$2,103.750 |
EACH | 0.1 |
| 0440 | TEMPORARY GUARDRAIL | 02397 | 650.000 |
650.000 |
$6.000 |
LF | 0.0 |
| 0450 | CHANNEL LINING CLASS II | 02483 | 1,483.000 |
1,483.000 |
$27.000 |
TON | 0.2 |
| 0460 | CHANNEL LINING CLASS III | 02484 | 180.000 |
180.000 |
$27.000 |
TON | 0.0 |
| 0470 | SIGNS | 02562 | 3,400.000 |
3,400.000 |
$5.450 |
SQFT | 0.1 |
| 0480 | PROJECT CPM SCHEDULE | 02570 | 1.000 |
1.000 |
$9,000.000 |
LS | 0.0 |
| 0490 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 34,307.000 |
34,307.000 |
$1.150 |
SQYD | 0.2 |
| 0500 | REMOVE HEADWALL | 02625 | 1.000 |
1.000 |
$700.000 |
EACH | 0.0 |
| 0510 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
0.000 |
$232,000.000 |
LS | 1.3 |
| 0520 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 5.000 |
5.000 |
$6,000.000 |
EACH | 0.2 |
| 0530 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
| 0540 | ASPH PAVE MILLING & TEXTURING | 02677 | 231.000 |
231.000 |
$45.000 |
TON | 0.1 |
| 0550 | RUMBLE STRIPS TYPE 3 | 02695 | 5,232.000 |
5,232.000 |
$5.850 |
LF | 0.2 |
| 0560 | TEMPORARY SILT FENCE | 02701 | 24,385.000 |
24,385.000 |
$1.750 |
LF | 0.2 |
| 0570 | SILT TRAP TYPE B | 02704 | 68.000 |
68.000 |
$300.000 |
EACH | 0.1 |
| 0580 | CLEAN SILT TRAP TYPE B | 02707 | 136.000 |
136.000 |
$20.000 |
EACH | 0.0 |
| 0590 | CLEAN TEMPORARY SILT FENCE | 02709 | 48,770.000 |
48,770.000 |
$0.250 |
LF | 0.1 |
| 0600 | STAKING | 02726 | 1.000 |
1.000 |
$134,000.000 |
LS | 0.7 |
| 0610 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 25,660.000 |
25,660.000 |
$25.000 |
LF | 3.5 |
| 0620 | EROSION CONTROL BLANKET | 05950 | 48,392.000 |
48,392.000 |
$1.040 |
SQYD | 0.3 |
| 0630 | TEMPORARY MULCH | 05952 | 91,212.000 |
91,212.000 |
$0.140 |
SQYD | 0.1 |
| 0640 | TOPDRESSING FERTILIZER | 05966 | 4.720 |
4.720 |
$410.000 |
TON | 0.0 |
| 0650 | SEEDING AND PROTECTION | 05985 | 42,820.000 |
42,820.000 |
$0.270 |
SQYD | 0.1 |
| 0660 | FLEXIBLE DELINEATOR POST-W | 06417 | 127.000 |
127.000 |
$22.500 |
EACH | 0.0 |
| 0670 | FLEXIBLE DELINEATOR POST-Y | 06418 | 2.000 |
2.000 |
$40.000 |
EACH | 0.0 |
| 0680 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 270,000.000 |
270,000.000 |
$0.200 |
LF | 0.3 |
| 0690 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | 2,500.000 |
2,500.000 |
$0.200 |
LF | 0.0 |
| 0700 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 3,475.000 |
3,475.000 |
$2.600 |
LF | 0.0 |
| 0710 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 5,900.000 |
5,900.000 |
$1.750 |
LF | 0.1 |
| 0720 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 7,500.000 |
7,500.000 |
$1.750 |
LF | 0.1 |
| 0730 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | 62,072.000 |
17,828.000 |
$4.000 |
LF | 1.3 |
| 0740 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | 48,770.000 |
48,770.000 |
$3.000 |
LF | 0.8 |
| 0750 | PAVEMENT MARKER TYPE IV-MW | 06580 | 118.000 |
118.000 |
$4.000 |
EACH | 0.0 |
| 0760 | PAVEMENT MARKER TYPE IV-MY | 06581 | 118.000 |
118.000 |
$4.000 |
EACH | 0.0 |
| 0770 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 1,308.000 |
1,308.000 |
$20.550 |
EACH | 0.1 |
| 0780 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 40.000 |
40.000 |
$8.000 |
EACH | 0.0 |
| 0790 | CONCRETE-CLASS A | 08100 | 0.750 |
0.750 |
$1,100.000 |
CUYD | 0.0 |
| 0800 | STEEL REINFORCEMENT | 08150 | 7.000 |
7.000 |
$3.000 |
LB | 0.0 |
| 0820 | JPC PAVEMENT-11"/24 | 20183ES502 | 3,648.000 |
3,648.000 |
$40.000 |
SQYD | 0.8 |
| 0830 | REM ASPHALT WEDGE CURB | 20192ED | 2,195.000 |
2,195.000 |
$2.500 |
LF | 0.0 |
| 0840 | MILLED RUMBLE STRIPS | 20314ED | 2,600.000 |
2,600.000 |
$2.000 |
LF | 0.0 |
| 0850 | REPLACE GRATE | 20366ED | 4.000 |
4.000 |
$700.000 |
EACH | 0.0 |
| 0860 | LAW ENFORCMENT OFFICER | 20411ED | 400.000 |
400.000 |
$30.000 |
HOUR | 0.1 |
| 0870 | SILT TRAP TYPE C | 20496NS843 | 46.000 |
46.000 |
$380.000 |
EACH | 0.1 |
| 0880 | CLEAN SILT TRAP TYPE C | 20497NS843 | 92.000 |
92.000 |
$40.000 |
EACH | 0.0 |
| 0890 | TEMPORARY MEDIAN CROSSOVER NO. 1 | 20545ND | 1.000 |
1.000 |
$13,000.000 |
EACH | 0.1 |
| 0900 | TEMPORARY MEDIAN CROSSOVER NO. 2 | 20545ND | 1.000 |
1.000 |
$13,000.000 |
EACH | 0.1 |
| 0910 | TEMPORARY MEDIAN CROSSOVER NO. 3 | 20545ND | 1.000 |
1.000 |
$13,000.000 |
EACH | 0.1 |
| 0920 | TEMPORARY MEDIAN CROSSOVER NO. 4 | 20545ND | 1.000 |
1.000 |
$13,000.000 |
EACH | 0.1 |
| 0930 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$100.000 |
EACH | 0.0 |
| 0940 | RECONSTRUCT CURB BOX INLET | 20904ED | 4.000 |
4.000 |
$3,500.000 |
EACH | 0.1 |
| 0950 | JPC PAVEMENT 15 IN | 20905ES501 | 10,643.000 |
10,643.000 |
$41.000 |
SQYD | 2.4 |
| 0960 | JPC PAVEMENT 15 IN SHLD | 20906ES501 | 5,631.000 |
5,631.000 |
$39.750 |
SQYD | 1.2 |
| 0970 | CL4 ASPH SURF 0.38D PG64-22 | 21001ES400 | 7,922.000 |
7,922.000 |
$39.000 |
TON | 1.7 |
| 1230 | QC FOR CONCRETE ACCEPTANCE | 20181ES113 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.1 |
| 8000 | DRAINAGE BLANKET-TYPE I-UNTR | 00015 | 0.000 |
3,000.000 |
$18.000 |
TON | 0.0 |
| 8001 | EW~ Change Guardrail Lap | 10093EX | 0.000 |
1,800.000 |
$6.850 |
LF | 0.0 |
| 8002 | MAINTAIN & CONTROL TRAFFIC REVISED | 02650 | 0.000 |
1.000 |
$220,000.000 |
LS | 0.0 |
| 8003 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 0.000 |
1.000 |
$4,570.000 |
EACH | 0.0 |
| 8004 | REMOVE GUARDRAIL AND REPLACE | 02381 | 0.000 |
250.000 |
$11.270 |
LF | 0.0 |
| 8005 | EW~ excavating cement stabilized roadbed for edge drain | 10090NX | 0.000 |
1.000 |
$29,900.000 |
LS | 0.0 |
| 8006 | EW~ extra concrete for leveling rutted roadway | 10090NX | 0.000 |
1.000 |
$29,944.820 |
LS | 0.0 |
| 8007 | EW~ extra concrete for shoulder | 10090NX | 0.000 |
1.000 |
$10,000.000 |
LS | 0.0 |
| 8008 | PAVE STRPG-HD21 PAINT-6 INCH yellow | 98483EN | 0.000 |
50,000.000 |
$0.550 |
LF | 0.0 |
| 8009 | PAVE STRPG-HD21 PAINT-6 INCH HD21 Paint White | 98483EN | 0.000 |
68,900.000 |
$0.610 |
LF | 0.0 |
| 8010 | EW~ Asphalt Patching | 10090NX | 0.000 |
1.000 |
$3,306.900 |
LS | 0.0 |
| 8011 | RELOCATE SIGN | 98923N | 0.000 |
1.000 |
$7,686.800 |
EACH | 0.0 |
| 8012 | LANE CLOSURE | 02653 | 0.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 8013 | EW~ offset blocks and guardrail bolts | 10090NX | 0.000 |
1.000 |
$460.000 |
LS | 0.0 |
| 8014 | EW~ repair DGA shoulders | 10090NX | 0.000 |
1.000 |
$6,361.920 |
LS | 0.0 |
| 8015 | EW~ repair DGA shoulders | 10090NX | 0.000 |
1.000 |
$4,259.770 |
LS | 0.0 |
| 8016 | EW~ repair DGA shoulders | 10090NX | 0.000 |
1.000 |
$4,851.430 |
LS | 0.0 |
| 8017 | MASONRY COATING | 02998 | 0.000 |
76.970 |
$14.860 |
SQYD | 0.0 |
| 8018 | MAINTAIN & CONTROL TRAFFIC Maintain & Control Traffic | 02650 | 0.000 |
1.000 |
$7,530.290 |
LS | 0.0 |
| 8019 | ASPHALT ADJUSTMENT PARTICIPATING | 10030NS | 0.000 |
12,049.140 |
$1.000 |
DOLL | 0.0 |
| 8022 | FUEL ADJUSTMENT PARTICIPATING | 10020NS | 0.000 |
32,350.240 |
$1.000 |
DOLL | 0.0 |
Category Total $16,922,370.62 |
| SM- Project | DE04700650541 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1070 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$595,000.000 |
LS | 3.2 |
| 1080 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$273,911.380 |
LS | 1.5 |
Category Total $868,911.38 |
| SM- Project | DE04700650541 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE | STA. 470+01.30 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1090 | REMOVE CONCRETE MASONRY | 02403 | 74.000 |
74.000 |
$750.000 |
CUYD | 0.3 |
| 1100 | ARMORED EDGE FOR CONCRETE | 03299 | 257.000 |
257.000 |
$80.000 |
LF | 0.1 |
| 1110 | EXPANSION DAM-1.5 IN NEOPRENE | 08469 | 257.000 |
257.000 |
$175.000 |
LF | 0.2 |
| 1120 | MACHINE PREP OF SLAB | 08551 | 738.000 |
738.000 |
$8.000 |
SQYD | 0.0 |
| 1130 | CONCRETE BARRIER | 20172ED | 445.000 |
445.000 |
$85.000 |
LF | 0.2 |
| 1140 | WING SLAB | 20174ED | 209.000 |
209.000 |
$130.000 |
LF | 0.1 |
| 1150 | REINFORCED CONCRETE SLAB | 20186ED | 822.000 |
822.000 |
$135.000 |
SQYD | 0.6 |
Category Total $302,904.00 |
| SM- Project | DE04700650541 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE | STA. 572+66.07 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1160 | REMOVE CONCRETE MASONRY | 02403 | 91.000 |
91.000 |
$750.000 |
CUYD | 0.4 |
| 1170 | ARMORED EDGE FOR CONCRETE | 03299 | 236.000 |
236.000 |
$80.000 |
LF | 0.1 |
| 1180 | EXPANSION DAM-1.5 IN NEOPRENE | 08469 | 236.000 |
236.000 |
$175.000 |
LF | 0.2 |
| 1190 | MACHINE PREP OF SLAB | 08551 | 1,550.000 |
1,550.000 |
$8.000 |
SQYD | 0.1 |
| 1200 | CONCRETE BARRIER | 20172ED | 600.000 |
600.000 |
$85.000 |
LF | 0.3 |
| 1210 | WING SLAB | 20174ED | 100.000 |
100.000 |
$130.000 |
LF | 0.1 |
| 1220 | REINFORCED CONCRETE SLAB | 20186ED | 1,680.000 |
1,680.000 |
$135.000 |
SQYD | 1.2 |
Category Total $431,630.00 |
| SM- Project | DE04700650541 | CATEGORY NUMBER | 0006 | CATEGORY Description | COST PLUS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
Category Total $0.00 |
| SM- Project | DE04700650541 | CATEGORY NUMBER | 0008 | CATEGORY Description | NON PARTICIPATING FEDERAL FUNDS | 3-18-08 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8024 | ASPHALT ADJUSTMENT NON PARTICIPATING | 10030NS | 0.000 |
5,435.310 |
$1.000 |
DOLL | 0.0 |
| 8025 | FUEL ADJUSTMENT FUEL NON | 10020NS | 0.000 |
22,290.030 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |