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Item List 042123 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 042123 | Primary Project Number | P019000804000 |
| Contract Description | MARY INGLES HIGHWAY (KY 8) IN CAMPBELL COUNTY | ||
| Primary County | CAMPBELL | Fed/St Number | 019GR04P100 - FD39 & FE01 |
| Vendor ID | 00117 | Vendor Name | EATON ASPHALT PAVING CO INC AND SUBSIDIARY |
| Bid Amount | $ 495,706.00 | ||
| SM- Project | P019000804000 |
| Fed/State Number | FE01 019 0008 004-009 |
| Project Description | MARY INGLES HIGHWAY (KY 8) |
| *********** |
| SM- Project | P019000804000 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | MAINTAIN & CONTROL TRAFFIC FEO1 GUARDRAIL | 02650 | 1.000 |
1.000 |
$3,060.000 |
LS | 0.6 |
| 0020 | REMOVE GUARDRAIL | 02381 | 2,117.000 |
2,475.000 |
$3.000 |
LF | 1.3 |
| 0030 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 2,675.000 |
2,925.000 |
$20.000 |
LF | 10.8 |
| 0035 | EXTRA LENGTH GUARDRAIL POST | 02399 | 442.000 |
457.000 |
$35.000 |
EACH | 3.1 |
| 0040 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | 55.000 |
55.000 |
$7.000 |
EACH | 0.1 |
| 0105 | SHOULDERING | 02714 | 2,700.000 |
2,700.000 |
$1.100 |
LF | 0.6 |
| 8000 | LEVELING & WEDGING PG64-22 | 00190 | 0.000 |
301.000 |
$44.000 |
TON | 0.0 |
| 8001 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 0.000 |
7,938.000 |
$0.150 |
LF | 0.0 |
| 8002 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 0.000 |
53.000 |
$23.000 |
TON | 0.0 |
Category Total $81,736.00 |
| SM- Project | P019000804000 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0050 | MAINTAIN & CONTROL TRAFFIC FE01 PIPE REPLACEMENT | 02650 | 1.000 |
1.000 |
$1,100.000 |
LS | 0.2 |
| 0060 | SIGNS | 02562 | 200.000 |
200.000 |
$4.500 |
SQFT | 0.2 |
| 0065 | ENTRANCE PIPE-15 INCH | 00440 | 30.000 |
30.000 |
$80.000 |
LF | 0.5 |
| 0070 | CULVERT PIPE-18 INCH | 00462 | 50.000 |
66.000 |
$117.000 |
LF | 1.2 |
| 0080 | CULVERT PIPE-24 INCH | 00464 | 340.000 |
340.000 |
$133.000 |
LF | 9.1 |
| 0090 | CHANNEL LINING CLASS II | 02483 | 100.000 |
3,269.000 |
$26.000 |
TON | 0.5 |
| 0100 | DROP BOX INLET TYPE 11 | 01544 | 1.000 |
1.000 |
$2,400.000 |
EACH | 0.5 |
Category Total $60,470.00 |
| SM- Project | P019000804000 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0110 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$1,233.333 |
LS | 0.2 |
Category Total $1,233.33 |
| SM- Project | P019000804001 |
| Fed/State Number | FD39 019 0008 008-011 |
| Project Description | MARY INGLES HIGHWAY (KY 8) |
| *********** |
| SM- Project | P019000804001 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | MAINTAIN & CONTROL TRAFFIC FD39 WIDENING | 02650 | 1.000 |
1.000 |
$14,000.000 |
LS | 2.8 |
| 0020 | SIGNS | 02562 | 200.000 |
200.000 |
$4.500 |
SQFT | 0.2 |
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | 325.000 |
325.000 |
$44.000 |
TON | 2.9 |
| 0030 | CL2 ASPH SURF 0.38C PG70-22 | 00305 | 2,020.000 |
2,020.000 |
$38.000 |
TON | 15.5 |
| 0040 | ASPHALT MIX FOR PAVEMENT WEDGE | 00263 | 110.000 |
110.000 |
$55.000 |
TON | 1.2 |
| 0050 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 6,000.000 |
6,000.000 |
$0.010 |
LF | 0.0 |
| 0060 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 37,500.000 |
37,500.000 |
$0.150 |
LF | 1.1 |
| 0070 | ASPH PAVE MILLING & TEXTURING | 02677 | 20.000 |
115.000 |
$127.000 |
TON | 0.5 |
| 0080 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$493.000 |
LS | 0.1 |
| 0090 | DGA BASE | 00001 | 2,100.000 |
2,100.000 |
$24.000 |
TON | 10.2 |
| 0110 | CL2 ASPH BASE 1.00D PG70-22 | 00213 | 800.000 |
800.000 |
$33.000 |
TON | 5.3 |
| 0120 | SPECIAL EXCAVATION | 02204 | 500.000 |
500.000 |
$35.000 |
CUYD | 3.5 |
| 0125 | EMBANKMENT IN PLACE | 02230 | 4,500.000 |
4,500.000 |
$15.400 |
CUYD | 14.0 |
| 0127 | FABRIC-GEOTEXTILE TYPE III | 02598 | 1,000.000 |
1,000.000 |
$1.500 |
SQYD | 0.3 |
| 0130 | REMOVE GUARDRAIL | 02381 | 725.000 |
725.000 |
$3.000 |
LF | 0.4 |
| 0140 | CRIBBING | 03236 | 600.000 |
600.000 |
$3.000 |
SQFT | 0.4 |
| 0150 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 825.000 |
825.000 |
$20.000 |
LF | 3.3 |
| 0155 | EXTRA LENGTH GUARDRAIL POST | 02399 | 133.000 |
133.000 |
$35.000 |
EACH | 0.9 |
| 0160 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 1.000 |
1.000 |
$60.000 |
EACH | 0.0 |
| 0170 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 1.000 |
1.000 |
$1,200.000 |
EACH | 0.2 |
| 0180 | TRENCHING | 06427 | 5,200.000 |
5,200.000 |
$0.500 |
LF | 0.5 |
| 0190 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 1,300.000 |
1,300.000 |
$23.000 |
TON | 6.0 |
| 0200 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | 17.000 |
17.000 |
$7.000 |
EACH | 0.0 |
| 0205 | STAKING | 02726 | 1.000 |
1.000 |
$1,263.000 |
LS | 0.3 |
| 8000 | CULVERT PIPE-18 INCH | 00462 | 0.000 |
20.000 |
$117.000 |
LF | 0.0 |
| 8001 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 0.000 |
39.000 |
$4.860 |
EACH | 0.0 |
Category Total $346,100.00 |
| SM- Project | P019000804001 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0210 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$6,166.666 |
LS | 1.2 |
Category Total $6,166.66 |