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Item List 051004 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051004 | Primary Project Number | DE01900080427 |
| Contract Description | ONEONTA-NEW RICHMOND STATION ROAD (KY 8) | ||
| Primary County | CAMPBELL | Fed/St Number | FD04 019 0008 018-020 |
| Vendor ID | 02687 | Vendor Name | HORNE & TRAMEL CONSTRUCTION COMPANY LLC |
| Bid Amount | $ 3,222,847.87 | ||
| SM- Project | DE01900080427 |
| Fed/State Number | FD04 019 0008 018-020 |
| Project Description | ONEONTA-NEW RICHMOND STATION ROAD (KY 8) |
| *********** |
| SM- Project | DE01900080427 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | ROADWAY EXCAVATION | 02200 | 16,026.000 |
20,451.420 |
$8.190 |
CUYD | 4.1 |
| 0020 | RAILROAD RAILS-DRILLED | 03234 | 103,502.000 |
103,502.000 |
$16.500 |
LF | 53.0 |
| 0030 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 7,350.000 |
8,372.000 |
$1.500 |
SQYD | 0.3 |
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 2,004.000 |
4,114.000 |
$17.750 |
TON | 1.1 |
| 0050 | PERFORATED PIPE-4 INCH | 01000 | 1,831.000 |
1,831.000 |
$5.000 |
LF | 0.3 |
| 0060 | CONCRETE CLASS B | 20587ES601 | 2,886.000 |
2,886.000 |
$29.350 |
SQYD | 2.6 |
| 0070 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 4,627.000 |
4,837.500 |
$17.640 |
LF | 2.5 |
| 0080 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 4.000 |
4.000 |
$840.000 |
EACH | 0.1 |
| 0100 | CLEARING AND GRUBBING 4.99 ACRES | 02545 | 1.000 |
1.000 |
$21,000.000 |
LS | 0.7 |
| 0110 | SIGNS | 02562 | 262.000 |
415.000 |
$6.000 |
SQFT | 0.0 |
| 0120 | EDGE KEY | 02585 | 40.000 |
40.000 |
$14.700 |
LF | 0.0 |
| 0130 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$18,500.000 |
LS | 0.6 |
| 0140 | SILT TRAP TYPE B | 02704 | 1.000 |
0.000 |
$300.000 |
EACH | 0.0 |
| 0150 | CLEAN SILT TRAP TYPE B | 02707 | 1.000 |
0.000 |
$25.000 |
EACH | 0.0 |
| 0160 | SILT CHECK | 02705 | 24.000 |
39.000 |
$150.000 |
EACH | 0.1 |
| 0170 | CLEAN SILT CHECK | 02708 | 24.000 |
24.000 |
$25.000 |
EACH | 0.0 |
| 0180 | SILT CHECK (MOD) TYPE 2 | 20073ES213 | 19.000 |
19.000 |
$150.000 |
EACH | 0.1 |
| 0190 | CLEAN SILT CHECK (MOD) TYPE 2 | 20074ES213 | 19.000 |
19.000 |
$25.000 |
EACH | 0.0 |
| 0200 | STAKING | 02726 | 1.000 |
1.000 |
$14,000.000 |
LS | 0.4 |
| 0210 | SEEDING AND PROTECTION | 05985 | 24,148.000 |
24,148.000 |
$0.530 |
SQYD | 0.4 |
| 0220 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 19,716.000 |
19,716.000 |
$0.190 |
LF | 0.1 |
| 0230 | PAVEMENT MARKER TYPE V-BY | 06591 | 123.000 |
123.000 |
$30.000 |
EACH | 0.1 |
| 0240 | DITCHING | 02237 | 1,445.000 |
1,445.000 |
$2.850 |
LF | 0.1 |
| 0250 | BARRICADE-TYPE III | 02014 | 2.000 |
2.000 |
$125.000 |
EACH | 0.0 |
| 0260 | PLUG PIPE | 01314 | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 0270 | REMOVE PIPE | 01310 | 222.000 |
222.000 |
$10.000 |
LF | 0.1 |
| 0280 | SODDING | 05990 | 24.000 |
24.000 |
$6.300 |
SQYD | 0.0 |
| 0290 | STORM SEWER PIPE-18 INCH | 00522 | 1,376.000 |
1,376.000 |
$40.000 |
LF | 1.7 |
| 0300 | STORM SEWER PIPE-24 INCH | 00524 | 210.000 |
210.000 |
$40.000 |
LF | 0.3 |
| 0310 | DROP BOX INLET TYPE 1 | 01490 | 15.000 |
15.000 |
$2,800.000 |
EACH | 1.3 |
| 0320 | JUNCTION BOX | 01650 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0330 | DROP BOX INLET TYPE 7 MODIFIED | 01538 | 1.000 |
1.000 |
$6,500.000 |
EACH | 0.2 |
| 0340 | CONCRETE-CLASS B | 02555 | 1.670 |
11.850 |
$350.000 |
CUYD | 0.0 |
| 0350 | CONCRETE-CLASS A | 08100 | 24.840 |
24.840 |
$900.000 |
CUYD | 0.7 |
| 0360 | STEEL REINFORCEMENT | 08150 | 120.000 |
120.000 |
$2.000 |
LB | 0.0 |
| 0370 | MANHOLE TYPE A | 01756 | 4.000 |
4.000 |
$2,000.000 |
EACH | 0.2 |
| 0380 | CHANNEL LINING CLASS II | 02483 | 91.000 |
91.000 |
$44.000 |
TON | 0.1 |
| 0390 | PERFORATED PIPE-4 INCH | 01000 | 853.000 |
853.000 |
$5.000 |
LF | 0.1 |
| 0400 | CL2 ASPH SURF 0.38C PG64-22 | 00304 | 907.000 |
907.000 |
$43.680 |
TON | 1.2 |
| 0410 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 920.000 |
1,825.000 |
$40.000 |
TON | 1.1 |
| 0420 | LEVELING & WEDGING PG64-22 | 00190 | 424.000 |
424.000 |
$43.680 |
TON | 0.6 |
| 0430 | CRUSHED STONE BASE | 00003 | 1,761.000 |
3,961.000 |
$20.000 |
TON | 1.1 |
| 0440 | LIGHTWEIGHT FILL(GEOFOAM BLOCKS) | 20460EC | 137,506.000 |
185,910.000 |
$2.760 |
CUFT | 11.8 |
| 0450 | WELDED STEEL WIRE FABRIC 9 GAUGE | 20461EC | 13,608.000 |
13,608.000 |
$1.310 |
LB | 0.6 |
| 0460 | LAGGING | 20462EC | 24,000.000 |
24,000.000 |
$5.750 |
LF | 4.3 |
| 0470 | CLEAN SLOTTED DRAIN PIPE | 20463EC | 45.000 |
45.000 |
$12.000 |
LF | 0.0 |
| 0480 | CLEAN OUT PIPE STORM SYSTEM | 20464EC | 1.000 |
1.000 |
$5,000.000 |
LS | 0.2 |
| 0490 | CLEAN CULVERT | 20465EC | 1.000 |
1.000 |
$100.000 |
LS | 0.0 |
| 0500 | CONCRETE PAVED DITCH | 20589EC | 519.000 |
0.000 |
$90.000 |
SQYD | 1.4 |
| 0530 | CHANNEL LINING CLASS II | 02483 | 8.000 |
8.000 |
$44.000 |
TON | 0.0 |
| 8000 | TEMPORARY SILT FENCE | 02701 | 0.000 |
4,021.000 |
$4.500 |
LF | 0.0 |
| 8001 | CHANNEL LINING CLASS II | 02483 | 0.000 |
519.000 |
$35.000 |
TON | 0.0 |
| 8002 | FABRIC-GEOTEXTILE TYPE I | 02596 | 0.000 |
519.000 |
$1.500 |
SQYD | 0.0 |
| 8003 | VALUE ENGINEERING #1 | 10121NX | 0.000 |
1.000 |
$13,883.250 |
DOLL | 0.0 |
| 8004 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
21,443.900 |
$1.000 |
DOLL | 0.0 |
| 8005 | FUEL ADJUSTMENT | 10020NS | 0.000 |
9,462.620 |
$1.000 |
DOLL | 0.0 |
Category Total $3,026,447.87 |
| SM- Project | DE01900080427 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0510 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$45,400.000 |
LS | 1.4 |
| 0520 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$151,000.000 |
LS | 4.7 |
Category Total $196,400.00 |