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Item List 041118 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 041118 | Primary Project Number | D103006404118 |
| Contract Description | MOREHEAD-GRAYSON ROAD (I-64) | ||
| Primary County | ROWAN | Fed/St Number | IM 64-6 (60) |
| Vendor ID | 00137 | Vendor Name | HINKLE CONTRACTING CORPORATION |
| Bid Amount | $ 10,837,380.23 | ||
| SM- Project | D103006404118 |
| Fed/State Number | IM 64-6 (60) |
| Project Description | MOREHEAD-GRAYSON ROAD (I-64) |
| *********** |
| SM- Project | D103006404118 | 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 | 32,062.000 |
32,062.000 |
$17.000 |
TON | 5.0 |
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 249.000 |
249.000 |
$77.000 |
TON | 0.2 |
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | 1,322.000 |
1,327.930 |
$49.500 |
TON | 0.6 |
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | 6,000.000 |
6,000.000 |
$45.500 |
TON | 2.5 |
| 0050 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | 17,074.000 |
17,074.000 |
$39.000 |
TON | 6.1 |
| 0060 | CL3 ASPH BASE 1.0B PG64-22 SHOULDER WIDENING | 20387ES400 | 11,829.000 |
11,829.000 |
$47.500 |
TON | 5.2 |
| 0070 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | 49,196.000 |
49,196.000 |
$39.000 |
TON | 17.7 |
| 0080 | CL3 ASPH BASE 1.00D PG64-22 EDGE DRAIN CAP | 00214 | 2,874.000 |
2,874.000 |
$41.250 |
TON | 1.1 |
| 0090 | CL3 ASPH BASE 1.00D PG64-22 MAINLINE | 00214 | 11,216.000 |
11,216.000 |
$41.250 |
TON | 4.3 |
| 0100 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | 32,695.000 |
32,695.000 |
$44.500 |
TON | 13.4 |
| 0110 | EMULSIFIED ASPHALT RS-2 | 00291 | 159.000 |
159.000 |
$300.000 |
TON | 0.4 |
| 0120 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | 15,743.000 |
15,895.490 |
$57.000 |
TON | 8.3 |
| 0130 | ASPHALT PLACEMENT WITH MTV | 00338 | 100,783.000 |
100,783.000 |
$1.250 |
TON | 1.2 |
| 0140 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | 4,769.000 |
4,769.000 |
$46.000 |
TON | 2.0 |
| 0150 | CULVERT PIPE-15 INCH | 00461 | 16.000 |
16.000 |
$125.000 |
LF | 0.0 |
| 0160 | CULVERT PIPE-18 INCH | 00462 | 432.000 |
432.000 |
$52.000 |
LF | 0.2 |
| 0170 | CULVERT PIPE-30 INCH | 00466 | 32.000 |
32.000 |
$120.000 |
LF | 0.0 |
| 0180 | PERFORATED PIPE-4 INCH | 01000 | 114,577.000 |
114,577.000 |
$3.500 |
LF | 3.7 |
| 0190 | PERFORATED PIPE-6 INCH | 01001 | 3,100.000 |
3,100.000 |
$4.100 |
LF | 0.1 |
| 0200 | NON-PERFORATED PIPE-4 INCH | 01010 | 7,559.000 |
7,559.000 |
$9.400 |
LF | 0.7 |
| 0210 | NON-PERFORATED PIPE-6 INCH | 01011 | 65.000 |
65.000 |
$10.500 |
LF | 0.0 |
| 0220 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$33,700.000 |
LS | 0.3 |
| 0230 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 94.000 |
94.000 |
$420.000 |
EACH | 0.4 |
| 0240 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | 3.000 |
3.000 |
$420.000 |
EACH | 0.0 |
| 0250 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 22.000 |
22.000 |
$420.000 |
EACH | 0.1 |
| 0260 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 15.000 |
15.000 |
$450.000 |
EACH | 0.1 |
| 0270 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 109.000 |
109.000 |
$450.000 |
EACH | 0.5 |
| 0280 | REMOVE PIPE | 01310 | 48.000 |
48.000 |
$40.000 |
LF | 0.0 |
| 0290 | METAL END SECTION TY 2-18 INCH | 01381 | 2.000 |
2.000 |
$3,200.000 |
EACH | 0.1 |
| 0300 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 2.000 |
1.000 |
$4,400.000 |
EACH | 0.1 |
| 0310 | CURB BOX INLET TYPE B-T | 01484 | 8.000 |
8.000 |
$3,350.000 |
EACH | 0.2 |
| 0320 | RECONSTRUCT MEDIAN BOX INLET | 01633 | 39.000 |
46.000 |
$2,075.000 |
EACH | 0.7 |
| 0330 | FLUME INLET TYPE 1 | 01690 | 4.000 |
4.000 |
$5,450.000 |
EACH | 0.2 |
| 0340 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 77.000 |
77.000 |
$150.000 |
EACH | 0.1 |
| 0350 | STANDARD CURB AND GUTTER | 01810 | 100.000 |
100.000 |
$53.000 |
LF | 0.0 |
| 0360 | REMOVE CURB AND GUTTER | 01812 | 100.000 |
100.000 |
$15.500 |
LF | 0.0 |
| 0370 | ISLAND CURB AND GUTTER | 01825 | 56.000 |
56.000 |
$85.000 |
LF | 0.0 |
| 0380 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | 380.000 |
380.000 |
$3.900 |
EACH | 0.0 |
| 0390 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | 16.000 |
16.000 |
$3.900 |
EACH | 0.0 |
| 0400 | BREAKING AND SEATING PAVEMENT | 02107 | 158,629.000 |
158,629.000 |
$0.570 |
SQYD | 0.8 |
| 0410 | EMBANKMENT IN PLACE | 02230 | 25,765.000 |
25,765.000 |
$15.250 |
CUYD | 3.6 |
| 0420 | DITCHING | 02237 | 9,300.000 |
9,300.000 |
$3.400 |
LF | 0.3 |
| 0430 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 38,762.000 |
38,762.000 |
$14.800 |
LF | 5.3 |
| 0440 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 275.000 |
275.000 |
$22.600 |
LF | 0.1 |
| 0450 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 2.000 |
2.000 |
$42.000 |
EACH | 0.0 |
| 0460 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 5.000 |
5.000 |
$2,000.000 |
EACH | 0.1 |
| 0470 | CRASH CUSHION TYPE IX-A | 02365 | 2.000 |
2.000 |
$5,200.000 |
EACH | 0.1 |
| 0480 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 18.000 |
18.000 |
$570.000 |
EACH | 0.1 |
| 0490 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 3.000 |
3.000 |
$480.000 |
EACH | 0.0 |
| 0500 | REMOVE GUARDRAIL | 02381 | 35,812.000 |
35,812.000 |
$1.150 |
LF | 0.4 |
| 0510 | GUARDRAIL CONNECT-SHLD BRIDGE PIER TY A | 02382 | 2.000 |
2.000 |
$530.000 |
EACH | 0.0 |
| 0520 | GUARDRAIL CONNECTOR TO SHLD BRIDGE PIER TY A-1 | 02384 | 1.000 |
1.000 |
$140.000 |
EACH | 0.0 |
| 0530 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 2.000 |
2.000 |
$275.000 |
EACH | 0.0 |
| 0540 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 14.000 |
14.000 |
$2,100.000 |
EACH | 0.3 |
| 0550 | CHANNEL LINING CLASS II | 02483 | 600.000 |
600.000 |
$31.750 |
TON | 0.2 |
| 0560 | SIGNS | 02562 | 708.000 |
708.000 |
$10.000 |
SQFT | 0.1 |
| 0570 | REMOVE HEADWALL | 02625 | 7.000 |
7.000 |
$115.000 |
EACH | 0.0 |
| 0580 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$135,000.000 |
LS | 1.2 |
| 0590 | LANE CLOSURE | 02653 | 6.000 |
6.000 |
$7,000.000 |
EACH | 0.4 |
| 0600 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
2.000 |
$7,500.000 |
EACH | 0.1 |
| 0610 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,300.000 |
LS | 0.0 |
| 0620 | ASPH PAVE MILLING & TEXTURING | 02677 | 983.000 |
1,054.000 |
$38.000 |
TON | 0.3 |
| 0630 | SAFELOADING | 02690 | 20.900 |
20.900 |
$300.000 |
CUYD | 0.1 |
| 0640 | TEMPORARY SILT FENCE | 02701 | 1,500.000 |
1,500.000 |
$3.250 |
LF | 0.0 |
| 0650 | SILT CHECK | 02705 | 39.000 |
39.000 |
$125.000 |
EACH | 0.0 |
| 0660 | CLEAN SILT CHECK | 02708 | 78.000 |
78.000 |
$70.000 |
EACH | 0.1 |
| 0670 | CLEAN TEMPORARY SILT FENCE | 02709 | 3,000.000 |
3,000.000 |
$1.600 |
LF | 0.0 |
| 0680 | STAKING | 02726 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.5 |
| 0690 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$6,000.000 |
EACH | 0.1 |
| 0700 | CRASH CUSHION TYPE VI D | 02888 | 1.000 |
1.000 |
$14,000.000 |
EACH | 0.1 |
| 0710 | CRASH CUSHION TYPE IX | 02929 | 2.000 |
2.000 |
$5,500.000 |
EACH | 0.1 |
| 0720 | EROSION CONTROL BLANKET | 05950 | 147,855.000 |
147,855.000 |
$1.100 |
SQYD | 1.5 |
| 0730 | TEMP SEEDING AND PROTECTION | 05953 | 550.000 |
550.000 |
$0.200 |
SQYD | 0.0 |
| 0740 | TOPDRESSING FERTILIZER | 05966 | 8.000 |
8.000 |
$330.000 |
TON | 0.0 |
| 0750 | SEEDING AND PROTECTION | 05985 | 5,500.000 |
5,500.000 |
$0.300 |
SQYD | 0.0 |
| 0760 | FLEXIBLE DELINEATOR POST-W | 06417 | 120.000 |
120.000 |
$26.000 |
EACH | 0.0 |
| 0770 | FLEXIBLE DELINEATOR POST-Y | 06418 | 10.000 |
10.000 |
$26.000 |
EACH | 0.0 |
| 0780 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 241,944.000 |
241,944.000 |
$0.200 |
LF | 0.4 |
| 0790 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 8,115.000 |
8,115.000 |
$0.300 |
LF | 0.0 |
| 0810 | PAVE STRIPING-THERMO-6 INCH W | 06542 | 81,664.000 |
82,344.000 |
$0.660 |
LF | 0.5 |
| 0820 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | 66,586.000 |
66,586.000 |
$0.660 |
LF | 0.4 |
| 0830 | PAVE STRIPING-THERMO-8 INCH W | 06544 | 800.000 |
800.000 |
$1.400 |
LF | 0.0 |
| 0840 | PAVE STRIPING-TEMP REM TAPE-B 8 IN | 06549 | 2,000.000 |
2,000.000 |
$2.800 |
LF | 0.1 |
| 0850 | PAVE STRIPING-THERMO-8 INCH Y | 06545 | 800.000 |
800.000 |
$1.400 |
LF | 0.0 |
| 0860 | PAVEMENT MARKER TYPE IV-MW | 06580 | 180.000 |
180.000 |
$6.700 |
EACH | 0.0 |
| 0870 | PAVEMENT MARKER TYPE IV-MY | 06581 | 180.000 |
180.000 |
$6.700 |
EACH | 0.0 |
| 0880 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 926.000 |
938.000 |
$23.000 |
EACH | 0.2 |
| 0890 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 202.000 |
202.000 |
$23.000 |
EACH | 0.0 |
| 0900 | CONCRETE-CLASS A | 08100 | 48.500 |
48.500 |
$850.000 |
CUYD | 0.4 |
| 0910 | STEEL REINFORCEMENT | 08150 | 1,034.000 |
1,034.000 |
$3.500 |
LB | 0.0 |
| 0920 | OBJECT MARKER TY 3 | 20191ED | 4.000 |
4.000 |
$100.000 |
EACH | 0.0 |
| 0930 | REPLACE GRATE | 20366ED | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 8000 | CRUSHED LIMESTONE SIZE NO 57 Needed for Guardrail End Treat. type IX & Bridge pier wall | 00072 | 0.000 |
16.000 |
$46.010 |
TON | 0.0 |
| 8001 | LOT PAY ADJUSTMENT ASPHALT | 10000NS | 0.000 |
113,859.761 |
$1.000 |
DOLL | 0.0 |
| 8002 | FUEL ADJUSTMENT PROJECT | 10020NS | 0.000 |
65,843.840 |
$1.000 |
DOLL | 0.0 |
| 8003 | PAVE STRIPING-THERMO-12 INCH W & Y | 06546 | 0.000 |
2,659.000 |
$3.030 |
LF | 0.0 |
| 8004 | PAVE STRIPING-TEMP REM TAPE-Y 6 INCH | 06551 | 0.000 |
5,142.000 |
$2.060 |
LF | 0.0 |
| 8005 | PAVE STRIPING-TEMP REM TAPE-W 6 INCH | 06550 | 0.000 |
4,822.000 |
$2.060 |
LF | 0.0 |
| 8006 | DROP BOX INLET TYPE 5D Drop box inlet Type 5D | 01511 | 0.000 |
0.000 |
$4,800.000 |
EACH | 0.0 |
| 8007 | DROP BOX INLET TYPE 5D | 01511 | 0.000 |
1.000 |
$4,800.000 |
EACH | 0.0 |
| 8008 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | 0.000 |
75,126.990 |
$1.000 |
DOLL | 0.0 |
| 8010 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
20,414.370 |
$1.000 |
DOLL | 0.0 |
| 8013 | LANE CLOSURE | 02653 | 0.000 |
1.000 |
$750.000 |
EACH | 0.0 |
| 8014 | MOBILIZATION | 02568 | 0.000 |
1.000 |
$2,550.000 |
LS | 0.0 |
Category Total $10,172,480.23 |
| SM- Project | D103006404118 | CATEGORY NUMBER | 0002 | CATEGORY Description | TRAFFIC LOOPS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0940 | CONDUIT-1 1/4 INCH | 04793 | 150.000 |
150.000 |
$15.000 |
LF | 0.0 |
| 0950 | JUNCTION BOX-ELECTRICAL | 04810 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 0960 | TRENCHING AND BACKFILLING | 04820 | 60.000 |
60.000 |
$7.500 |
LF | 0.0 |
| 0970 | LOOP WIRE | 04830 | 1,400.000 |
1,400.000 |
$0.500 |
LF | 0.0 |
| 0980 | LOOP SAW SLOT AND FILL | 04895 | 300.000 |
300.000 |
$14.000 |
LF | 0.0 |
| 0990 | WOOD POST | 20360ES818 | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
Category Total $8,900.00 |
| SM- Project | D103006404118 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1000 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$495,000.000 |
LS | 4.6 |
| 1010 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$161,000.000 |
LS | 1.5 |
Category Total $656,000.00 |
| SM- Project | D103006404118 | CATEGORY NUMBER | 0004 | CATEGORY Description | NON PARTICIPATING FEDERAL FUNDS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8011 | FUEL ADJUSTMENT NON PARTICIPATING FEDERAL FUNDS | 10020NS | 0.000 |
81,981.740 |
$1.000 |
DOLL | 0.0 |
| 8012 | ASPHALT ADJUSTMENT NON PARTICIPATING FEDERAL FUNDS | 10030NS | 0.000 |
20,602.600 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |