Item List 051019 |
Date:06/01/2018 |
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
Contract ID | 051019 | Primary Project Number | DE00600640519 |
Contract Description | OWINGSVILLE-MT. STERLING ROAD (I-64) | ||
Primary County | BATH | Fed/St Number | IM 64-6(56)123 |
Vendor ID | 00229 | Vendor Name | THE WALKER COMPANY OF KENTUCKY INC |
Bid Amount | $ 7,690,707.25 |
SM- Project | DE00600640519 |
Fed/State Number | IM 64-6(56)123 |
Project Description | OWINGSVILLE-MT. STERLING ROAD (I-64) |
*********** |
SM- Project | DE00600640519 | 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 | 16,267.000 |
16,267.000 |
$17.100 |
TON | 3.6 |
0020 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | 25.000 |
25.000 |
$55.000 |
TON | 0.0 |
0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 84,262.000 |
84,262.000 |
$15.000 |
TON | 16.4 |
0040 | ASPHALT SEAL AGGREGATE | 00100 | 559.000 |
559.000 |
$48.500 |
TON | 0.4 |
0050 | LEVELING & WEDGING PG64-22 | 00190 | 2,068.000 |
2,068.000 |
$46.800 |
TON | 1.3 |
0060 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | 8,148.000 |
8,148.000 |
$42.850 |
TON | 4.5 |
0070 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | 24,060.000 |
24,060.000 |
$41.700 |
TON | 13.0 |
0080 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 5,301.000 |
5,301.000 |
$43.850 |
TON | 3.0 |
0090 | CL3 ASPH BASE 1.00D PG64-22 EDGE DRAIN CAP | 00214 | 1,386.000 |
1,386.000 |
$52.100 |
TON | 0.9 |
0100 | CL3 ASPH BASE 1.00D PG64-22 TEMP. WIDENING | 00214 | 5,388.000 |
5,388.000 |
$46.850 |
TON | 3.3 |
0110 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | 14,768.000 |
14,768.000 |
$49.200 |
TON | 9.4 |
0120 | EMULSIFIED ASPHALT RS-2 | 00291 | 67.200 |
67.200 |
$350.000 |
TON | 0.3 |
0130 | ASPHALT PLACEMENT WITH MTV | 00338 | 43,612.000 |
43,612.000 |
$1.250 |
TON | 0.7 |
0140 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | 2,951.000 |
2,951.000 |
$48.800 |
TON | 1.9 |
0150 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | 7,328.000 |
7,328.000 |
$60.800 |
TON | 5.8 |
0160 | ENTRANCE PIPE-15 INCH | 00440 | 84.000 |
84.000 |
$123.000 |
LF | 0.1 |
0170 | CULVERT PIPE-15 INCH | 00461 | 816.000 |
816.000 |
$75.000 |
LF | 0.8 |
0180 | CULVERT PIPE-18 INCH | 00462 | 92.000 |
92.000 |
$142.000 |
LF | 0.2 |
0190 | CULVERT PIPE-30 INCH | 00466 | 76.000 |
76.000 |
$159.000 |
LF | 0.2 |
0200 | PERFORATED PIPE-4 INCH | 01000 | 56,700.000 |
56,700.000 |
$3.500 |
LF | 2.6 |
0210 | NON-PERFORATED PIPE-4 INCH | 01010 | 2,826.000 |
2,826.000 |
$9.500 |
LF | 0.3 |
0220 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$12,300.000 |
LS | 0.2 |
0230 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 15.000 |
15.000 |
$410.000 |
EACH | 0.1 |
0240 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 21.000 |
21.000 |
$410.000 |
EACH | 0.1 |
0250 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 23.000 |
23.000 |
$430.000 |
EACH | 0.1 |
0260 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 38.000 |
38.000 |
$430.000 |
EACH | 0.2 |
0270 | REMOVE PIPE | 01310 | 24.000 |
24.000 |
$30.000 |
LF | 0.0 |
0280 | METAL END SECTION TY 2-15 INCH | 01380 | 4.000 |
4.000 |
$2,500.000 |
EACH | 0.1 |
0290 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 3.000 |
3.000 |
$3,200.000 |
EACH | 0.1 |
0300 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 4.000 |
4.000 |
$4,800.000 |
EACH | 0.2 |
0310 | JUNCTION BOX-18 INCH | 01642 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.1 |
0320 | JUNCTION BOX-30 INCH | 01644 | 2.000 |
2.000 |
$4,500.000 |
EACH | 0.1 |
0330 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 26.000 |
26.000 |
$150.000 |
EACH | 0.1 |
0340 | ISLAND CURB AND GUTTER | 01825 | 100.000 |
100.000 |
$80.000 |
LF | 0.1 |
0350 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | 20.000 |
20.000 |
$3.720 |
EACH | 0.0 |
0360 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | 250.000 |
250.000 |
$3.720 |
EACH | 0.0 |
0370 | DELINEATOR FOR BARRIER-WHITE | 01984 | 180.000 |
180.000 |
$8.500 |
EACH | 0.0 |
0380 | RELOCATE TEMP CONC MED BARRIER | 02003 | 1,620.000 |
1,620.000 |
$4.000 |
LF | 0.1 |
0390 | ADJUST MEDIAN BOX | 02010 | 10.000 |
10.000 |
$2,850.000 |
EACH | 0.4 |
0400 | BREAKING AND SEATING PAVEMENT | 02107 | 75,867.000 |
75,867.000 |
$0.650 |
SQYD | 0.6 |
0410 | ROADWAY EXCAVATION | 02200 | 25,611.000 |
25,611.000 |
$10.150 |
CUYD | 3.4 |
0420 | EMBANKMENT IN PLACE | 02230 | 18,054.000 |
18,054.000 |
$13.500 |
CUYD | 3.2 |
0430 | DITCHING | 02237 | 7,100.000 |
7,100.000 |
$3.500 |
LF | 0.3 |
0440 | WATER | 02242 | 185.000 |
185.000 |
$2.000 |
MGAL | 0.0 |
0450 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 1,850.000 |
1,850.000 |
$3.750 |
LF | 0.1 |
0460 | REMOVE FENCE | 02265 | 1,850.000 |
1,850.000 |
$0.850 |
LF | 0.0 |
0470 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 15,187.500 |
15,187.500 |
$13.520 |
LF | 2.7 |
0480 | GUARDRAIL CONNECTOR TO CONC MED BARR | 02359 | 4.000 |
4.000 |
$195.000 |
EACH | 0.0 |
0490 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 3.000 |
3.000 |
$40.000 |
EACH | 0.0 |
0500 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
0.000 |
$1,896.000 |
EACH | 0.1 |
0510 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 3.000 |
3.000 |
$2,880.000 |
EACH | 0.1 |
0520 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 11.000 |
11.000 |
$418.000 |
EACH | 0.1 |
0530 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 7.000 |
7.000 |
$1,063.000 |
EACH | 0.1 |
0540 | REMOVE GUARDRAIL | 02381 | 14,708.000 |
14,708.000 |
$1.100 |
LF | 0.2 |
0550 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 4.000 |
4.000 |
$1,832.000 |
EACH | 0.1 |
0560 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 20.000 |
20.000 |
$64.450 |
EACH | 0.0 |
0570 | CHANNEL LINING CLASS II | 02483 | 2,570.000 |
2,570.000 |
$24.500 |
TON | 0.8 |
0580 | CLEARING AND GRUBBING 11.1 ACRES | 02545 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.3 |
0590 | SIGNS | 02562 | 2,446.000 |
2,446.000 |
$9.000 |
SQFT | 0.3 |
0600 | EDGE KEY | 02585 | 60.000 |
60.000 |
$75.000 |
LF | 0.1 |
0610 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 12,300.000 |
12,300.000 |
$1.500 |
SQYD | 0.2 |
0620 | REMOVE HEADWALL | 02625 | 3.000 |
3.000 |
$800.000 |
EACH | 0.0 |
0630 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$90,000.000 |
LS | 1.2 |
0640 | LANE CLOSURE | 02653 | 8.000 |
8.000 |
$7,500.000 |
EACH | 0.8 |
0650 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
2.000 |
$9,000.000 |
EACH | 0.2 |
0660 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
0670 | ASPH PAVE MILLING & TEXTURING | 02677 | 2,806.000 |
2,806.000 |
$35.000 |
TON | 1.3 |
0680 | TEMPORARY SILT FENCE | 02701 | 3,000.000 |
3,000.000 |
$3.000 |
LF | 0.1 |
0690 | SILT TRAP TYPE B | 02704 | 3.000 |
3.000 |
$300.000 |
EACH | 0.0 |
0700 | SILT CHECK | 02705 | 23.000 |
23.000 |
$200.000 |
EACH | 0.1 |
0710 | CLEAN SILT TRAP TYPE B | 02707 | 6.000 |
6.000 |
$150.000 |
EACH | 0.0 |
0720 | CLEAN SILT CHECK | 02708 | 46.000 |
46.000 |
$75.000 |
EACH | 0.0 |
0730 | CLEAN TEMPORARY SILT FENCE | 02709 | 6,000.000 |
6,000.000 |
$2.000 |
LF | 0.2 |
0740 | STAKING | 02726 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.3 |
0750 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$5,500.000 |
EACH | 0.1 |
0760 | EASTERN WHITE PINE | 05026 | 15.000 |
15.000 |
$175.000 |
EACH | 0.0 |
0770 | EROSION CONTROL BLANKET | 05950 | 71,968.000 |
71,968.000 |
$1.060 |
SQYD | 1.0 |
0780 | TEMP SEEDING AND PROTECTION | 05953 | 2,738.000 |
2,738.000 |
$0.170 |
SQYD | 0.0 |
0790 | TOPDRESSING FERTILIZER | 05966 | 6.100 |
6.100 |
$388.000 |
TON | 0.0 |
0800 | SEEDING AND PROTECTION | 05985 | 25,852.000 |
25,852.000 |
$0.230 |
SQYD | 0.1 |
0810 | FLEXIBLE DELINEATOR POST-W | 06417 | 30.000 |
30.000 |
$24.850 |
EACH | 0.0 |
0820 | FLEXIBLE DELINEATOR POST-Y | 06418 | 2.000 |
2.000 |
$24.850 |
EACH | 0.0 |
0830 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 200.000 |
200.000 |
$0.220 |
LF | 0.0 |
0840 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 145,000.000 |
145,000.000 |
$0.230 |
LF | 0.4 |
0850 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 2,750.000 |
2,750.000 |
$0.220 |
LF | 0.0 |
0860 | PAVE STRIPING-THERMO-6 INCH W | 06542 | 35,625.000 |
35,625.000 |
$0.620 |
LF | 0.3 |
0870 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | 28,500.000 |
28,500.000 |
$0.620 |
LF | 0.2 |
0880 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 2,200.000 |
2,200.000 |
$3.250 |
LF | 0.1 |
0890 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 3,600.000 |
3,600.000 |
$1.750 |
LF | 0.1 |
0900 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 3,600.000 |
3,600.000 |
$1.750 |
LF | 0.1 |
0910 | PAVEMENT MARKER TYPE IV-MW | 06580 | 340.000 |
340.000 |
$7.250 |
EACH | 0.0 |
0920 | PAVEMENT MARKER TYPE IV-MY | 06581 | 180.000 |
180.000 |
$7.250 |
EACH | 0.0 |
0930 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 356.000 |
356.000 |
$29.750 |
EACH | 0.1 |
0940 | CONCRETE-CLASS A | 08100 | 5.130 |
5.130 |
$1,400.000 |
CUYD | 0.1 |
0950 | STEEL REINFORCEMENT | 08150 | 44.000 |
44.000 |
$3.000 |
LB | 0.0 |
0960 | CONC BARR WALL TY 9T-INSTALL | 20190ES601 | 1,620.000 |
1,620.000 |
$15.650 |
LF | 0.3 |
0970 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | 63,360.000 |
63,360.000 |
$0.480 |
LF | 0.4 |
0980 | PORTABLE TRAFFIC SIGNAL | 20572ND | 2.000 |
2.000 |
$40,000.000 |
EACH | 1.0 |
0990 | REMOVE ASBESTOS CEMENT WATERLINE | 20583ED | 1,580.000 |
1,580.000 |
$8.000 |
LF | 0.2 |
1000 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 6.000 |
6.000 |
$450.000 |
EACH | 0.0 |
8000 | SPECIAL SEEDING CROWN VETCH | 05989 | 0.000 |
21,902.000 |
$0.200 |
SQYD | 0.0 |
8002 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
8004 | FUEL ADJUSTMENT | 10020NS | 0.000 |
31,301.560 |
$1.000 |
DOLL | 0.0 |
8007 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
52,196.380 |
$1.000 |
DOLL | 0.0 |
8008 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
34,083.420 |
$1.000 |
DOLL | 0.0 |
Category Total $7,114,447.65 |
SM- Project | DE00600640519 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
1010 | REMOVE CONCRETE MASONRY | 02403 | 21.000 |
21.000 |
$275.000 |
CUYD | 0.1 |
1020 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$8,500.000 |
LS | 0.1 |
1030 | CONCRETE-CLASS A | 08100 | 156.000 |
156.000 |
$425.000 |
CUYD | 0.9 |
1040 | STEEL REINFORCEMENT | 08150 | 18,692.000 |
18,692.000 |
$0.550 |
LB | 0.1 |
8001 | GUARDRAIL CONNECTOR TO BRIDGE END TY C | 02377 | 0.000 |
4.000 |
$1,250.000 |
EACH | 0.0 |
Category Total $90,855.60 |
SM- Project | DE00600640519 | CATEGORY NUMBER | 0003 | CATEGORY Description | TRAFFIC LOOPS |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
1050 | CONDUIT-1 1/4 INCH | 04793 | 110.000 |
110.000 |
$6.000 |
LF | 0.0 |
1060 | JUNCTION BOX TYPE B | 04811 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
1070 | TRENCHING AND BACKFILLING | 04820 | 110.000 |
110.000 |
$4.000 |
LF | 0.0 |
1080 | PIEZOELECTRIC SENSOR | 04829 | 4.000 |
4.000 |
$2,000.000 |
EACH | 0.1 |
1090 | LOOP WIRE | 04830 | 1,180.000 |
1,180.000 |
$0.550 |
LF | 0.0 |
1100 | CABLE-NO. 14/1 PAIR | 04850 | 300.000 |
300.000 |
$1.450 |
LF | 0.0 |
1110 | LOOP SAW SLOT AND FILL | 04895 | 330.000 |
330.000 |
$12.000 |
LF | 0.1 |
1120 | WOOD POST | 20360ES818 | 1.000 |
1.000 |
$125.000 |
EACH | 0.0 |
1130 | JUNCTION BOX-10 X 8 X 4 | 20468EC | 1.000 |
1.000 |
$135.000 |
EACH | 0.0 |
Category Total $15,404.00 |
SM- Project | DE00600640519 | CATEGORY NUMBER | 0004 | CATEGORY Description | DEMOBILIZATION |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
1140 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$361,000.000 |
LS | 4.7 |
1150 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$109,000.000 |
LS | 1.4 |
Category Total $470,000.00 |
SM- Project | DE00600640519 | CATEGORY NUMBER | 0005 | 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 |
8003 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | 0.000 |
53,772.710 |
$1.000 |
DOLL | 0.0 |
8005 | ASPHALT ADJUSTMENT NON PARTICIPATING | 10030NS | 0.000 |
18,995.580 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |