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Item List 051222 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051222 | Primary Project Number | DE10300640522 |
| Contract Description | LEXINGTON-CATLETTSBURG ROAD (I-64) | ||
| Primary County | ROWAN | Fed/St Number | IM 64-7(47) 141 |
| Vendor ID | 00137 | Vendor Name | HINKLE CONTRACTING CORPORATION |
| Bid Amount | $ 12,453,499.00 | ||
| SM- Project | DE10300640522 |
| Fed/State Number | IM 64-7(47) 141 |
| Project Description | LEXINGTON-CATLETTSBURG ROAD (I-64) |
| *********** |
| SM- Project | DE10300640522 | 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 | 47,617.000 |
47,617.000 |
$19.250 |
TON | 7.4 |
| 0020 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | 45.000 |
45.000 |
$49.000 |
TON | 0.0 |
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 4,993.000 |
4,993.000 |
$21.000 |
TON | 0.8 |
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | 618.600 |
618.600 |
$80.000 |
TON | 0.4 |
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | 7,000.000 |
11,050.000 |
$47.500 |
TON | 2.7 |
| 0060 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | 12,693.000 |
12,693.000 |
$40.450 |
TON | 4.1 |
| 0070 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | 40,919.000 |
40,919.000 |
$40.450 |
TON | 13.3 |
| 0080 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 13,495.000 |
13,495.000 |
$44.000 |
TON | 4.8 |
| 0090 | CL3 ASPH BASE 1.00D PG64-22 PERF. PIPE TRENCH | 00214 | 2,275.000 |
2,275.000 |
$52.000 |
TON | 0.9 |
| 0100 | CL3 ASPH BASE 1.00D PG64-22 SHOULDER STRENGTHENING | 00214 | 9,575.000 |
9,575.000 |
$47.500 |
TON | 3.7 |
| 0110 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | 39,855.000 |
39,855.000 |
$49.250 |
TON | 15.8 |
| 0120 | EMULSIFIED ASPHALT RS-2 | 00291 | 74.800 |
74.800 |
$360.000 |
TON | 0.2 |
| 0130 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | 6,292.000 |
6,292.000 |
$46.000 |
TON | 2.3 |
| 0140 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | 18,322.000 |
18,322.000 |
$57.600 |
TON | 8.5 |
| 0150 | ASPHALT PLACEMENT WITH MTV | 00338 | 88,035.000 |
88,035.000 |
$1.350 |
TON | 1.0 |
| 0160 | CULVERT PIPE-15 INCH | 00461 | 536.000 |
536.000 |
$55.000 |
LF | 0.2 |
| 0170 | CULVERT PIPE-18 INCH | 00462 | 703.000 |
703.000 |
$56.000 |
LF | 0.3 |
| 0180 | PERFORATED PIPE-4 INCH | 01000 | 95,790.000 |
95,790.000 |
$4.200 |
LF | 3.2 |
| 0190 | PERFORATED PIPE-6 INCH | 01001 | 1,300.000 |
1,300.000 |
$4.600 |
LF | 0.0 |
| 0200 | NON-PERFORATED PIPE-4 INCH | 01010 | 5,991.000 |
5,991.000 |
$9.000 |
LF | 0.4 |
| 0210 | NON-PERFORATED PIPE-6 INCH | 01011 | 46.000 |
46.000 |
$10.000 |
LF | 0.0 |
| 0220 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$27,400.000 |
LS | 0.2 |
| 0230 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 71.000 |
71.000 |
$425.000 |
EACH | 0.2 |
| 0240 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 9.000 |
9.000 |
$425.000 |
EACH | 0.0 |
| 0250 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 26.000 |
26.000 |
$450.000 |
EACH | 0.1 |
| 0260 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 70.000 |
70.000 |
$450.000 |
EACH | 0.3 |
| 0270 | REMOVE PIPE | 01310 | 20.000 |
20.000 |
$30.000 |
LF | 0.0 |
| 0280 | DROP BOX INLET TYPE 5B | 01505 | 1.000 |
2.000 |
$4,800.000 |
EACH | 0.0 |
| 0290 | DROP BOX INLET TYPE 11 | 01544 | 2.000 |
2.000 |
$2,400.000 |
EACH | 0.0 |
| 0300 | RECONSTRUCT MEDIAN BOX INLET | 01633 | 32.000 |
32.000 |
$3,200.000 |
EACH | 0.8 |
| 0310 | JUNCTION BOX | 01650 | 1.000 |
1.000 |
$1,800.000 |
EACH | 0.0 |
| 0320 | RECONSTRUCT INLET | 01720 | 11.000 |
15.000 |
$3,200.000 |
EACH | 0.3 |
| 0330 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 70.000 |
70.000 |
$115.000 |
EACH | 0.1 |
| 0340 | CORED HOLE DRAINAGE BOX CON-6 INCH | 01741 | 2.000 |
2.000 |
$140.000 |
EACH | 0.0 |
| 0350 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | 305.000 |
305.000 |
$4.000 |
EACH | 0.0 |
| 0360 | DELINEATOR FOR BARRIER-WHITE | 01984 | 113.000 |
113.000 |
$8.000 |
EACH | 0.0 |
| 0370 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 113.000 |
113.000 |
$8.000 |
EACH | 0.0 |
| 0380 | RELOCATE TEMP CONC MED BARRIER | 02003 | 2,260.000 |
2,260.000 |
$10.000 |
LF | 0.2 |
| 0390 | BARRICADE-TYPE III | 02014 | 2.000 |
2.000 |
$700.000 |
EACH | 0.0 |
| 0400 | REMOVE PCC PAVEMENT | 02058 | 5,071.000 |
5,071.000 |
$5.500 |
SQYD | 0.2 |
| 0410 | BREAKING AND SEATING PAVEMENT | 02107 | 124,098.000 |
124,098.000 |
$0.550 |
SQYD | 0.5 |
| 0420 | ROADWAY EXCAVATION | 02200 | 4,460.000 |
4,460.000 |
$14.250 |
CUYD | 0.5 |
| 0430 | EMBANKMENT IN PLACE | 02230 | 41,330.000 |
41,330.000 |
$15.950 |
CUYD | 5.3 |
| 0440 | DITCHING | 02237 | 33,800.000 |
33,800.000 |
$3.600 |
LF | 1.0 |
| 0450 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 600.000 |
600.000 |
$6.000 |
LF | 0.0 |
| 0460 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 39,525.000 |
39,525.000 |
$13.500 |
LF | 4.3 |
| 0470 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 7.000 |
7.000 |
$3,000.000 |
EACH | 0.2 |
| 0480 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 23.000 |
23.000 |
$450.000 |
EACH | 0.1 |
| 0490 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 16.000 |
16.000 |
$1,250.000 |
EACH | 0.2 |
| 0500 | REMOVE GUARDRAIL | 02381 | 40,050.000 |
40,050.000 |
$1.200 |
LF | 0.4 |
| 0510 | GUARDRAIL CONNECT-SHLD BRIDGE PIER TY A | 02382 | 2.000 |
2.000 |
$525.000 |
EACH | 0.0 |
| 0520 | GUARDRAIL CONNECTOR TO SHLD BRIDGE PIER TY A-1 | 02384 | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
| 0530 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 4.000 |
4.000 |
$1,800.000 |
EACH | 0.1 |
| 0540 | CHANNEL LINING CLASS II | 02483 | 2,300.000 |
2,300.000 |
$42.000 |
TON | 0.8 |
| 0550 | CHANNEL LINING CLASS III | 02484 | 1,000.000 |
1,000.000 |
$42.000 |
TON | 0.3 |
| 0560 | SIGNS | 02562 | 1,186.000 |
1,186.000 |
$10.000 |
SQFT | 0.1 |
| 0570 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 16,489.000 |
16,489.000 |
$1.700 |
SQYD | 0.2 |
| 0580 | REMOVE HEADWALL | 02625 | 3.000 |
3.000 |
$420.000 |
EACH | 0.0 |
| 0590 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$160,000.000 |
LS | 1.3 |
| 0600 | LANE CLOSURE | 02653 | 8.000 |
8.000 |
$7,350.000 |
EACH | 0.5 |
| 0610 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
2.000 |
$8,000.000 |
EACH | 0.1 |
| 0620 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,800.000 |
LS | 0.0 |
| 0630 | ASPH PAVE MILLING & TEXTURING | 02677 | 2,118.000 |
2,118.000 |
$29.500 |
TON | 0.5 |
| 0640 | SAFELOADING | 02690 | 1.700 |
1.700 |
$500.000 |
CUYD | 0.0 |
| 0650 | TEMPORARY SILT FENCE | 02701 | 3,514.000 |
3,514.000 |
$2.750 |
LF | 0.1 |
| 0660 | SILT TRAP TYPE B | 02704 | 39.000 |
39.000 |
$300.000 |
EACH | 0.1 |
| 0670 | CLEAN SILT TRAP TYPE B | 02707 | 78.000 |
78.000 |
$150.000 |
EACH | 0.1 |
| 0680 | CLEAN TEMPORARY SILT FENCE | 02709 | 7,028.000 |
7,028.000 |
$1.600 |
LF | 0.1 |
| 0690 | STAKING | 02726 | 1.000 |
1.000 |
$35,000.000 |
LS | 0.3 |
| 0700 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$6,000.000 |
EACH | 0.1 |
| 0710 | CRASH CUSHION TYPE VI-T | 02894 | 1.000 |
1.000 |
$7,000.000 |
EACH | 0.1 |
| 0720 | RELOCATE CRASH CUSHION | 02898 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0730 | CRASH CUSHION TYPE IX | 02929 | 2.000 |
2.000 |
$5,600.000 |
EACH | 0.1 |
| 0740 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 2,260.000 |
2,260.000 |
$55.000 |
LF | 1.0 |
| 0750 | EROSION CONTROL BLANKET | 05950 | 183,672.000 |
183,672.000 |
$1.150 |
SQYD | 1.7 |
| 0770 | TOPDRESSING FERTILIZER | 05966 | 11.200 |
11.200 |
$410.000 |
TON | 0.0 |
| 0780 | SEEDING AND PROTECTION | 05985 | 26,160.000 |
26,160.000 |
$0.300 |
SQYD | 0.1 |
| 0781 | TEMPORARY MULCH | 05952 | 26,160.000 |
26,160.000 |
$0.120 |
SQYD | 0.0 |
| 0790 | FLEXIBLE DELINEATOR POST-W | 06417 | 168.000 |
168.000 |
$26.000 |
EACH | 0.0 |
| 0800 | FLEXIBLE DELINEATOR POST-Y | 06418 | 2.000 |
2.000 |
$26.000 |
EACH | 0.0 |
| 0810 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 268,916.000 |
268,916.000 |
$0.300 |
LF | 0.6 |
| 0820 | PAVE STRIPING-THERMO-6 INCH W | 06542 | 88,799.000 |
88,799.000 |
$0.700 |
LF | 0.5 |
| 0830 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | 67,479.000 |
67,479.000 |
$0.700 |
LF | 0.4 |
| 0840 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 1,000.000 |
1,000.000 |
$3.150 |
LF | 0.0 |
| 0850 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 4,100.000 |
4,100.000 |
$1.950 |
LF | 0.1 |
| 0860 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 4,100.000 |
4,100.000 |
$1.950 |
LF | 0.1 |
| 0870 | PAVEMENT MARKER TYPE IV-MW | 06580 | 180.000 |
180.000 |
$8.000 |
EACH | 0.0 |
| 0880 | PAVEMENT MARKER TYPE IV-MY | 06581 | 180.000 |
180.000 |
$8.000 |
EACH | 0.0 |
| 0890 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 855.000 |
855.000 |
$33.000 |
EACH | 0.2 |
| 0900 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 273.000 |
273.000 |
$5.000 |
EACH | 0.0 |
| 0910 | CONCRETE-CLASS A | 08100 | 43.100 |
43.100 |
$575.000 |
CUYD | 0.2 |
| 0920 | STEEL REINFORCEMENT | 08150 | 949.000 |
949.000 |
$1.750 |
LB | 0.0 |
| 0930 | MILLED RUMBLE STRIPS | 20314ED | 136,720.000 |
136,720.000 |
$0.300 |
LF | 0.3 |
| 0940 | SILT TRAP TYPE C | 20496NS843 | 46.000 |
46.000 |
$350.000 |
EACH | 0.1 |
| 0950 | CLEAN SILT TRAP TYPE C | 20497NS843 | 92.000 |
92.000 |
$160.000 |
EACH | 0.1 |
| 0970 | BENCH CLEANING | 20760ND | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 8000 | CONCRETE-CLASS AA Class AA Modified | 08104 | 0.000 |
0.000 |
$235.000 |
CUYD | 0.0 |
| 8001 | EW~ Install Coping @ Scale Pit Wall | 10093EX | 0.000 |
0.000 |
$100.000 |
LF | 0.0 |
| 8002 | EW~ Remove Existing Thermo Striping | 10093EX | 0.000 |
0.000 |
$4.000 |
LF | 0.0 |
| 8003 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
709,168.800 |
$1.000 |
DOLL | 0.0 |
| 8004 | FUEL ADJUSTMENT | 10020NS | 0.000 |
72,495.430 |
$1.000 |
DOLL | 0.0 |
Category Total $11,897,569.00 |
| SM- Project | DE10300640522 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBILIZATION & MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0980 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$356,575.000 |
LS | 2.9 |
| 0990 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$179,000.000 |
LS | 1.4 |
Category Total $535,575.00 |
| SM- Project | DE10300640522 | CATEGORY NUMBER | 0003 | CATEGORY Description | TRAFFIC LOOPS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1000 | CONDUIT-1 1/4 INCH | 04793 | 110.000 |
110.000 |
$10.000 |
LF | 0.0 |
| 1010 | TRENCHING AND BACKFILLING | 04820 | 110.000 |
110.000 |
$5.500 |
LF | 0.0 |
| 1020 | PIEZOELECTRIC SENSOR | 04829 | 4.000 |
4.000 |
$2,400.000 |
EACH | 0.1 |
| 1030 | LOOP WIRE | 04830 | 1,180.000 |
1,180.000 |
$0.600 |
LF | 0.0 |
| 1040 | CABLE-NO. 14/1 PAIR | 04850 | 280.000 |
280.000 |
$1.400 |
LF | 0.0 |
| 1050 | LOOP SAW SLOT AND FILL | 04895 | 340.000 |
340.000 |
$15.000 |
LF | 0.0 |
| 1060 | WOOD POST | 20360ES818 | 1.000 |
1.000 |
$150.000 |
EACH | 0.0 |
| 1070 | JUNCTION BOX TYPE A | 20391ES835 | 2.000 |
2.000 |
$900.000 |
EACH | 0.0 |
| 1080 | JUNCTION BOX-10 X 8 X 4 | 20468EC | 1.000 |
1.000 |
$900.000 |
EACH | 0.0 |
Category Total $20,355.00 |
| SM- Project | DE10300640522 | CATEGORY NUMBER | 0004 | CATEGORY Description | FUEL & ASPHALT ADJUSTMENTS NON-PARTICIPATING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8006 | ASPHALT ADJUSTMENT NON PARTICIPATING | 10030NS | 0.000 |
63,730.580 |
$1.000 |
DOLL | 0.0 |
| 8007 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | 0.000 |
143,282.470 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |
| SM- Project | P103006400522 |
| Fed/State Number | FE01 103 0064 147-148 |
| Project Description | LEXINGTON-CATLETTSBURG ROAD (I-64) |
| *********** |
| SM- Project | P103006400522 | CATEGORY NUMBER | 0001 | CATEGORY Description | LOADOMETER STATION AND PCC PAVEMENT REPAIR | EASTBOUND AND WESTBOUND (I-64) |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0400 | REMOVE PCC PAVEMENT remove pcc | 02058 | 0.000 |
200.000 |
$5.500 |
SQYD | 0.0 |
| 8000 | CONCRETE-CLASS AA Class AA Modified | 08104 | 0.000 |
199.000 |
$235.000 |
CUYD | 0.0 |
| 8001 | EW~ Install Coping @ Scale Pit Wall | 10093EX | 0.000 |
42.000 |
$100.000 |
LF | 0.0 |
| 8002 | EW~ Remove Existing Thermo Striping | 10093EX | 0.000 |
189.000 |
$4.000 |
LF | 0.0 |
Category Total $0.00 |