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Item List 052008 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 052008 | Primary Project Number | MP04790010501 |
| Contract Description | WESTERN KENTUCKY PARKWAY | ||
| Primary County | HARDIN | Fed/St Number | NH 9001(005) |
| Vendor ID | 02630 | Vendor Name | QUALIFIED PAVING LLC |
| Bid Amount | $ 3,584,998.77 | ||
| SM- Project | MP04790010501 |
| Fed/State Number | NH 9001(005) |
| Project Description | WESTERN KENTUCKY PARKWAY |
| *********** |
| SM- Project | MP04790010501 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | 40.000 |
40.000 |
$47.000 |
TON | 0.1 |
| 0020 | ASPHALT SEAL COAT | 00103 | 12.000 |
12.000 |
$500.000 |
TON | 0.2 |
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | 3,400.000 |
2,427.000 |
$34.850 |
TON | 3.3 |
| 0040 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | 33,810.000 |
33,810.000 |
$43.650 |
TON | 41.2 |
| 0050 | ASPHALT PLACEMENT WITH MTV | 00338 | 33,810.000 |
33,810.000 |
$1.250 |
TON | 1.2 |
| 0060 | CULVERT PIPE-15 INCH | 00461 | 32.000 |
32.000 |
$35.000 |
LF | 0.0 |
| 0070 | CULVERT PIPE-18 INCH | 00462 | 1,130.000 |
1,130.000 |
$40.000 |
LF | 1.3 |
| 0080 | NON-PERFORATED PIPE-8 INCH | 01012 | 680.000 |
680.000 |
$6.500 |
LF | 0.1 |
| 0090 | PLUG PIPE | 01314 | 18.000 |
18.000 |
$750.000 |
EACH | 0.4 |
| 0100 | METAL END SECTION TY 2-15 INCH | 01380 | 2.000 |
2.000 |
$1,400.000 |
EACH | 0.1 |
| 0110 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 6.000 |
6.000 |
$1,500.000 |
EACH | 0.3 |
| 0120 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 55.000 |
64.000 |
$1,200.000 |
EACH | 1.8 |
| 0130 | SLOPED BOX INLET-OUTLET TYPE 1 MODIFIED-10:1 SLOPE | 01440 | 3.000 |
3.000 |
$1,400.000 |
EACH | 0.1 |
| 0140 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 1.000 |
1.000 |
$2,900.000 |
EACH | 0.1 |
| 0150 | DROP BOX INLET TYPE 5B | 01505 | 34.000 |
34.000 |
$2,200.000 |
EACH | 2.1 |
| 0160 | CAP DROP BOX INLET | 01584 | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
| 0170 | REMOVE DROP BOX INLET | 01585 | 18.000 |
18.000 |
$800.000 |
EACH | 0.4 |
| 0180 | JUNCTION BOX | 01650 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0190 | JUNCTION BOX-MODIFIED | 01651 | 3.000 |
3.000 |
$2,300.000 |
EACH | 0.2 |
| 0200 | RECONSTRUCT MEDIAN | 20265EC | 61,480.000 |
61,480.000 |
$7.950 |
LF | 13.6 |
| 0210 | BARRICADE-TYPE III | 02014 | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 0220 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 3,875.000 |
3,875.000 |
$16.250 |
LF | 1.8 |
| 0230 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 24.000 |
24.000 |
$2,600.000 |
EACH | 1.7 |
| 0240 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 4.000 |
4.000 |
$615.000 |
EACH | 0.1 |
| 0250 | GUARDRAIL CONNECTOR TO BRIDGE END TY C | 02377 | 1.000 |
1.000 |
$1,877.480 |
EACH | 0.1 |
| 0260 | REMOVE GUARDRAIL | 02381 | 2,475.000 |
2,475.000 |
$2.000 |
LF | 0.1 |
| 0270 | CHANNEL LINING CLASS II | 02483 | 50.000 |
50.000 |
$22.000 |
TON | 0.0 |
| 0280 | SIGNS | 02562 | 750.000 |
750.000 |
$5.000 |
SQFT | 0.1 |
| 0290 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$35,490.000 |
LS | 1.0 |
| 0300 | LANE CLOSURE | 02653 | 4.000 |
4.000 |
$1,100.000 |
EACH | 0.1 |
| 0310 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 4.000 |
4.000 |
$4,000.000 |
EACH | 0.4 |
| 0320 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$800.000 |
LS | 0.0 |
| 0330 | ASPH PAVE MILLING & TEXTURING | 02677 | 29,750.000 |
29,750.000 |
$13.500 |
TON | 11.2 |
| 0340 | SILT CHECK | 02705 | 30.000 |
30.000 |
$95.000 |
EACH | 0.1 |
| 0350 | CLEAN SILT CHECK | 02708 | 64.000 |
64.000 |
$25.000 |
EACH | 0.0 |
| 0360 | STAKING | 02726 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.3 |
| 0370 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.1 |
| 0380 | EROSION CONTROL BLANKET | 05950 | 152,335.000 |
152,335.000 |
$1.160 |
SQYD | 4.9 |
| 0390 | PAVE STRIPING-THERMO-6 INCH W | 06542 | 144,000.000 |
144,000.000 |
$0.620 |
LF | 2.5 |
| 0400 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | 118,152.000 |
118,152.000 |
$0.620 |
LF | 2.0 |
| 0410 | PAVE STRIPING-TEMP REM TAPE-B 8 INCH | 06549 | 450.000 |
450.000 |
$2.000 |
LF | 0.0 |
| 0420 | PAVE STRIPING-TEMP REM TAPE-W 6 INCH | 06550 | 1,800.000 |
1,800.000 |
$1.300 |
LF | 0.1 |
| 0430 | PAVE STRIPING-TEMP REM TAPE-Y 6 INCH | 06551 | 1,800.000 |
1,800.000 |
$1.300 |
LF | 0.1 |
| 0440 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 100.000 |
100.000 |
$25.000 |
EACH | 0.1 |
| 0450 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 1,465.000 |
1,465.000 |
$25.000 |
EACH | 1.0 |
| 0460 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 1,465.000 |
1,465.000 |
$5.000 |
EACH | 0.2 |
| 0470 | JOINT ADHESIVE | 20071EC | 114,133.000 |
114,133.000 |
$0.710 |
LF | 2.3 |
| 0480 | SILT CHECK (MOD) | 20073ES213 | 34.000 |
34.000 |
$100.000 |
EACH | 0.1 |
| 0490 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 3.000 |
3.000 |
$750.000 |
EACH | 0.1 |
| 0500 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | 236,300.000 |
236,300.000 |
$0.150 |
LF | 1.0 |
| 0520 | CL3 ASPH BASE 1.50D PG76-22 | 00207 | 225.000 |
225.000 |
$100.000 |
TON | 0.6 |
| 8000 | ROADWAY EXCAVATION | 02200 | 0.000 |
1,600.000 |
$15.000 |
CUYD | 0.0 |
| 8001 | CONCRETE-CLASS A | 08100 | 0.000 |
3.720 |
$1,000.000 |
CUYD | 0.0 |
| 8002 | STEEL REINFORCEMENT | 08150 | 0.000 |
36.000 |
$2.000 |
LB | 0.0 |
| 8003 | SEEDING AND PROTECTION | 05985 | 0.000 |
10,000.000 |
$0.350 |
SQYD | 0.0 |
| 8004 | DROP BOX INLET TYPE 1 | 01490 | 0.000 |
1.000 |
$2,600.000 |
EACH | 0.0 |
Category Total $3,532,018.50 |
| SM- Project | MP04790010501 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBLIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0510 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$52,980.270 |
LS | 1.5 |
Category Total $52,980.27 |