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Item List 041011 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 041011 | Primary Project Number | D006006404REJ |
| Contract Description | OWINGSVILLE-MOREHEAD ROAD (I-64) | ||
| Primary County | BATH | Fed/St Number | IM 64-6 (57) 126 |
| Vendor ID | 00229 | Vendor Name | THE WALKER COMPANY OF KENTUCKY INC |
| Bid Amount | $ 6,598,877.97 | ||
| SM- Project | D006006404REJ |
| Fed/State Number | IM 64-6 (57) 126 |
| Project Description | OWINGSVILLE-MOREHEAD ROAD (I-64) |
| *********** |
| SM- Project | D006006404REJ | 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 | 15,625.000 |
15,625.000 |
$16.450 |
TON | 3.9 |
| 0020 | CRUSHED STONE BASE | 00003 | 675.000 |
675.000 |
$20.500 |
TON | 0.2 |
| 0030 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | 28.000 |
28.000 |
$45.000 |
TON | 0.0 |
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 834.000 |
834.000 |
$65.000 |
TON | 0.8 |
| 0050 | ASPHALT SEAL AGGREGATE | 00100 | 540.000 |
540.000 |
$45.000 |
TON | 0.4 |
| 0060 | LEVELING & WEDGING PG64-22 | 00190 | 1,502.000 |
3,546.686 |
$49.150 |
TON | 1.1 |
| 0070 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | 8,377.000 |
8,377.000 |
$41.050 |
TON | 5.2 |
| 0080 | CL3 ASPH BASE 1.50D PG64-22 TEMP WIDENING | 00205 | 6,092.000 |
6,092.000 |
$46.050 |
TON | 4.3 |
| 0090 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | 24,741.000 |
24,741.000 |
$41.350 |
TON | 15.5 |
| 0100 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 5,556.000 |
5,556.000 |
$42.650 |
TON | 3.6 |
| 0110 | CL3 ASPH BASE 1.00D PG64-22 EDGE DRAIN CAP | 00214 | 1,310.000 |
1,310.000 |
$49.500 |
TON | 1.0 |
| 0120 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | 16,230.000 |
16,230.000 |
$47.150 |
TON | 11.6 |
| 0130 | EMULSIFIED ASPHALT RS-2 | 00291 | 65.000 |
65.000 |
$350.000 |
TON | 0.3 |
| 0140 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | 2,812.000 |
0.000 |
$47.350 |
TON | 2.0 |
| 0150 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | 7,903.000 |
0.000 |
$59.400 |
TON | 7.1 |
| 0160 | ASPHALT PLACEMENT WITH MTV | 00338 | 46,289.000 |
46,289.000 |
$1.250 |
TON | 0.9 |
| 0170 | CULVERT PIPE-15 INCH | 00461 | 56.000 |
56.000 |
$70.000 |
LF | 0.1 |
| 0180 | CULVERT PIPE-24 INCH | 00464 | 68.000 |
68.000 |
$85.000 |
LF | 0.1 |
| 0190 | CULVERT PIPE-30 INCH | 00466 | 8.000 |
8.000 |
$150.000 |
LF | 0.0 |
| 0200 | PERFORATED PIPE-4 INCH | 01000 | 53,672.000 |
53,672.000 |
$3.500 |
LF | 2.8 |
| 0210 | NON-PERFORATED PIPE-4 INCH | 01010 | 3,979.000 |
3,979.000 |
$10.500 |
LF | 0.6 |
| 0220 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$16,000.000 |
LS | 0.2 |
| 0230 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 37.000 |
37.000 |
$400.000 |
EACH | 0.2 |
| 0240 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 28.000 |
28.000 |
$400.000 |
EACH | 0.2 |
| 0250 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 8.000 |
8.000 |
$450.000 |
EACH | 0.1 |
| 0260 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 43.000 |
43.000 |
$450.000 |
EACH | 0.3 |
| 0270 | REMOVE PIPE | 01310 | 60.000 |
60.000 |
$23.500 |
LF | 0.0 |
| 0280 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 6.000 |
6.000 |
$3,700.000 |
EACH | 0.3 |
| 0290 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 1.000 |
1.000 |
$4,600.000 |
EACH | 0.1 |
| 0300 | CURB BOX INLET TYPE B-T | 01484 | 4.000 |
4.000 |
$2,900.000 |
EACH | 0.2 |
| 0310 | RECONSTRUCT MEDIAN BOX INLET | 01633 | 18.000 |
18.000 |
$2,600.000 |
EACH | 0.7 |
| 0320 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 35.000 |
35.000 |
$150.000 |
EACH | 0.1 |
| 0330 | ISLAND CURB AND GUTTER | 01825 | 60.000 |
60.000 |
$40.000 |
LF | 0.0 |
| 0340 | DELINEATOR FOR BARRIER-WHITE | 01984 | 100.000 |
100.000 |
$7.130 |
EACH | 0.0 |
| 0350 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 100.000 |
100.000 |
$7.130 |
EACH | 0.0 |
| 0360 | RELOCATE TEMP CONC MED BARRIER | 02003 | 2,000.000 |
2,000.000 |
$4.750 |
LF | 0.1 |
| 0370 | BARRICADE-TYPE III | 02014 | 4.000 |
4.000 |
$350.000 |
EACH | 0.0 |
| 0380 | REMOVE PAVEMENT | 02091 | 2,933.000 |
2,933.000 |
$12.550 |
SQYD | 0.6 |
| 0390 | BREAKING AND SEATING PAVEMENT | 02107 | 76,533.000 |
76,533.000 |
$0.700 |
SQYD | 0.8 |
| 0400 | ROADWAY EXCAVATION | 02200 | 1,597.000 |
3,672.000 |
$18.250 |
CUYD | 0.4 |
| 0410 | GRANULAR EMBANKMENT | 02223 | 1,199.000 |
1,624.000 |
$26.250 |
CUYD | 0.5 |
| 0420 | EMBANKMENT IN PLACE | 02230 | 18,167.000 |
18,167.000 |
$16.900 |
CUYD | 4.7 |
| 0430 | DITCHING | 02237 | 7,100.000 |
7,100.000 |
$3.950 |
LF | 0.4 |
| 0440 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 14,882.000 |
14,882.000 |
$12.670 |
LF | 2.9 |
| 0450 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 275.000 |
275.000 |
$17.700 |
LF | 0.1 |
| 0460 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 2.000 |
2.000 |
$37.350 |
EACH | 0.0 |
| 0470 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$1,606.000 |
EACH | 0.1 |
| 0480 | CRASH CUSHION TYPE IX-A | 02365 | 2.000 |
2.000 |
$4,660.000 |
EACH | 0.1 |
| 0490 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 10.000 |
10.000 |
$488.500 |
EACH | 0.1 |
| 0500 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 5.000 |
5.000 |
$435.000 |
EACH | 0.0 |
| 0510 | REMOVE GUARDRAIL | 02381 | 14,720.000 |
14,720.000 |
$1.000 |
LF | 0.2 |
| 0520 | GUARDRAIL CONNECT-SHLD BRIDGE PIER TY A | 02382 | 2.000 |
2.000 |
$505.000 |
EACH | 0.0 |
| 0530 | GUARDRAIL CONNECTOR TO SHLD BRIDGE PIER TY A-1 | 02384 | 2.000 |
2.000 |
$122.000 |
EACH | 0.0 |
| 0540 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 2.000 |
2.000 |
$194.000 |
EACH | 0.0 |
| 0550 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 5.000 |
5.000 |
$1,710.000 |
EACH | 0.1 |
| 0560 | CHANNEL LINING CLASS II | 02483 | 600.000 |
600.000 |
$29.250 |
TON | 0.3 |
| 0570 | SIGNS | 02562 | 2,819.000 |
2,819.000 |
$8.500 |
SQFT | 0.4 |
| 0580 | EDGE KEY | 02585 | 76.000 |
76.000 |
$70.950 |
LF | 0.1 |
| 0590 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 4,420.000 |
5,387.000 |
$1.500 |
SQYD | 0.1 |
| 0600 | REMOVE HEADWALL | 02625 | 11.000 |
11.000 |
$365.000 |
EACH | 0.1 |
| 0610 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$145,000.000 |
LS | 2.2 |
| 0620 | LANE CLOSURE | 02653 | 6.000 |
6.000 |
$7,820.000 |
EACH | 0.7 |
| 0630 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 4.000 |
4.000 |
$10,100.000 |
EACH | 0.6 |
| 0640 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$450.000 |
LS | 0.0 |
| 0650 | ASPH PAVE MILLING & TEXTURING | 02677 | 50.000 |
50.000 |
$111.150 |
TON | 0.1 |
| 0660 | TEMPORARY SILT FENCE | 02701 | 1,500.000 |
1,500.000 |
$3.500 |
LF | 0.1 |
| 0670 | SILT CHECK TYPE II | 02705 | 18.000 |
18.000 |
$202.550 |
EACH | 0.1 |
| 0680 | CLEAN SILT CHECK | 02708 | 36.000 |
36.000 |
$50.000 |
EACH | 0.0 |
| 0690 | CLEAN TEMPORARY SILT FENCE | 02709 | 3,000.000 |
3,000.000 |
$1.550 |
LF | 0.1 |
| 0700 | STAKING | 02726 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.4 |
| 0710 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$5,200.000 |
EACH | 0.2 |
| 0720 | CRASH CUSHION TYPE VI-T | 02894 | 2.000 |
2.000 |
$8,550.000 |
EACH | 0.3 |
| 0730 | RELOCATE CRASH CUSHION | 02898 | 2.000 |
2.000 |
$1,520.000 |
EACH | 0.0 |
| 0740 | CONCRETE BARRIER WALL TYPE 9T INSTALL | 03171 | 2,000.000 |
2,000.000 |
$7.600 |
LF | 0.2 |
| 0750 | EROSION CONTROL BLANKET | 05950 | 74,189.000 |
74,189.000 |
$1.060 |
SQYD | 1.2 |
| 0760 | TEMP SEEDING AND PROTECTION | 05953 | 550.000 |
550.000 |
$0.200 |
SQYD | 0.0 |
| 0770 | TOPDRESSING FERTILIZER | 05966 | 5.000 |
5.000 |
$307.500 |
TON | 0.0 |
| 0780 | SEEDING AND PROTECTION | 05985 | 5,500.000 |
5,500.000 |
$0.300 |
SQYD | 0.0 |
| 0790 | FLEXIBLE DELINEATOR POST-W | 06417 | 30.000 |
30.000 |
$24.870 |
EACH | 0.0 |
| 0800 | FLEXIBLE DELINEATOR POST-Y | 06418 | 4.000 |
4.000 |
$24.870 |
EACH | 0.0 |
| 0810 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 145,400.000 |
161,297.000 |
$0.200 |
LF | 0.4 |
| 0820 | PAVE STRIPING-THERMO-6 INCH W | 06542 | 37,938.000 |
37,938.000 |
$0.630 |
LF | 0.4 |
| 0830 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | 30,350.000 |
30,350.000 |
$0.620 |
LF | 0.3 |
| 0840 | PAVE STRIPING-THERMO-8 INCH W | 06544 | 600.000 |
600.000 |
$1.250 |
LF | 0.0 |
| 0850 | PAVE STRIPING-THERMO-8 INCH Y | 06545 | 600.000 |
600.000 |
$1.250 |
LF | 0.0 |
| 0860 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 2,000.000 |
2,000.000 |
$3.250 |
LF | 0.1 |
| 0870 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 4,400.000 |
4,400.000 |
$1.300 |
LF | 0.1 |
| 0880 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 4,400.000 |
4,400.000 |
$1.300 |
LF | 0.1 |
| 0890 | PAVE STRIPING-DUR TY 1-8 IN W | 06558 | 770.000 |
770.000 |
$5.250 |
LF | 0.1 |
| 0900 | PAVE STRIPING-DUR TY 1-8 IN Y | 06559 | 610.000 |
610.000 |
$5.250 |
LF | 0.0 |
| 0910 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 368.000 |
368.000 |
$26.500 |
EACH | 0.1 |
| 0920 | PAVEMENT MARKER TYPE IV-MW | 06580 | 180.000 |
180.000 |
$6.750 |
EACH | 0.0 |
| 0930 | PAVEMENT MARKER TYPE IV-MY | 06581 | 180.000 |
180.000 |
$6.750 |
EACH | 0.0 |
| 0940 | CONCRETE-CLASS A | 08100 | 25.800 |
25.800 |
$1,050.000 |
CUYD | 0.4 |
| 0950 | STEEL REINFORCEMENT | 08150 | 657.000 |
657.000 |
$3.000 |
LB | 0.0 |
| 0960 | OBJECT MARKER TY 3 | 20191ED | 4.000 |
4.000 |
$96.750 |
EACH | 0.0 |
| 8000 | EW~ PARTNERING MEETING | 10098NX | 0.000 |
2,000.000 |
$1.000 |
DOLL | 0.0 |
| 8001 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | 0.000 |
2,343.000 |
$47.350 |
TON | 0.0 |
| 8002 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | 0.000 |
6,585.000 |
$59.400 |
TON | 0.0 |
| 8003 | MASONRY COATING | 02998 | 0.000 |
1,130.000 |
$6.110 |
SQYD | 0.0 |
| 8004 | FUEL ADJUSTMENT | 10020NS | 0.000 |
44,115.210 |
$1.000 |
DOLL | 0.0 |
| 8005 | RIDE QUALITY ADJUSTMENT PCCP | 10060NS | 0.000 |
1,108.750 |
$1.000 |
DOLL | 0.0 |
| 8006 | SPECIAL SEEDING CROWN VETCH | 05989 | 0.000 |
9,900.780 |
$0.280 |
SQYD | 0.0 |
| 8007 | CURB BOX INLET TYPE B | 01480 | 0.000 |
2.000 |
$7,472.340 |
EACH | 0.0 |
Category Total $5,566,373.05 |
| SM- Project | D006006404REJ | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0970 | REMOVE CONCRETE MASONRY | 02403 | 324.000 |
324.000 |
$380.000 |
CUYD | 1.9 |
| 0980 | ARMORED EDGE FOR CONCRETE | 03299 | 128.000 |
128.000 |
$95.000 |
LF | 0.2 |
| 0990 | EPOXY SAND SLURRY | 08504 | 168.000 |
168.000 |
$21.850 |
SQYD | 0.1 |
| 1000 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | 2,012.000 |
2,012.000 |
$12.590 |
SQYD | 0.4 |
| 1010 | CONCRETE OVERLAY-LATEX | 08534 | 81.000 |
81.000 |
$1,140.000 |
CUYD | 1.4 |
| 1020 | BLAST CLEANING | 08549 | 2,498.000 |
2,498.000 |
$8.080 |
SQYD | 0.3 |
| 1030 | REPLACE EXPANSION DAM-2" | 20170ED | 80.000 |
80.000 |
$294.500 |
LF | 0.4 |
| 1040 | REPLACE EXPANSION DAM-4" | 20171ED | 80.000 |
80.000 |
$380.000 |
LF | 0.5 |
| 1050 | CONCRETE BARRIER | 20172ED | 1,338.000 |
1,338.000 |
$71.250 |
LF | 1.4 |
| 1060 | REMOVE AND TRANSPORT HANDRAIL | 20173ED | 1,206.000 |
1,206.000 |
$2.850 |
LF | 0.1 |
| 1070 | WING SLAB | 20174ED | 132.000 |
132.000 |
$65.550 |
LF | 0.1 |
| 1080 | CANTILEVER SLAB | 20175ED | 1,208.000 |
1,208.000 |
$161.500 |
LF | 3.0 |
| 1090 | PARTIAL DEPTH PATCHING | 20176ED | 200.000 |
200.000 |
$23.750 |
SQFT | 0.1 |
| 1100 | FULL DEPTH PATCHING | 20177ED | 100.000 |
100.000 |
$4.750 |
SQFT | 0.0 |
Category Total $638,504.92 |
| SM- Project | D006006404REJ | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1110 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$300,000.000 |
LS | 4.5 |
| 1120 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$94,000.000 |
LS | 1.4 |
Category Total $394,000.00 |