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Item List 215212 |
Date:10/20/2023 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 215212 | Primary Project Number | BR02400412100 |
| Contract Description | WALNUT STREET - US 41 ALT | ||
| Primary County | CHRISTIAN | Fed/St Number | NHPP 9030 (314) |
| Vendor ID | 00890 | Vendor Name | SCOTT AND MURPHY INC |
| Bid Amount | $ 2,265,662.53 | ||
| SM- Project | BR02400412100 |
| Fed/State Number | NHPP 9030 (314) |
| Project Description | WALNUT STREET - US 41 ALT |
| *********** |
| SM- Project | BR02400412100 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0005 | CRUSHED STONE BASE | 00003 | 1,030.000 |
1,030.000 |
$32.000 |
TON | 1.5 |
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 1,103.000 |
1,103.000 |
$26.000 |
TON | 1.3 |
| 0015 | LEVELING & WEDGING PG64-22 | 00190 | 35.000 |
35.000 |
$116.250 |
TON | 0.2 |
| 0020 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 600.000 |
701.510 |
$102.000 |
TON | 2.7 |
| 0025 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | 206.000 |
206.000 |
$157.000 |
TON | 1.4 |
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | 2.000 |
2.000 |
$1,018.500 |
TON | 0.1 |
| 0035 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | 1,598.000 |
1,598.000 |
$2.690 |
SQYD | 0.2 |
| 0040 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | 1,598.000 |
1,598.000 |
$6.280 |
SQYD | 0.4 |
| 0045 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.4 |
| 0050 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 17.000 |
17.000 |
$170.000 |
TON | 0.1 |
Category Total $188,509.81 |
| SM- Project | BR02400412100 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0055 | STORM SEWER PIPE-15 IN | 00521 | 150.000 |
150.000 |
$113.430 |
LF | 0.8 |
| 0060 | PERFORATED PIPE-4 IN (ADDED 10-18-2021) | 01000 | 64.000 |
64.000 |
$18.830 |
LF | 0.1 |
| 0065 | NON-PERFORATED PIPE-4 IN (ADDED 10-18-2021) | 01010 | 32.000 |
32.000 |
$18.860 |
LF | 0.0 |
| 0070 | PERF PIPE HEADWALL TY 3-4 IN (ADDED 10-18-2021) | 01028 | 1.000 |
1.000 |
$750.000 |
EACH | 0.0 |
| 0075 | METAL END SECTION TY 3-15 IN | 01390 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.1 |
| 0080 | DROP BOX INLET TYPE 11 MOD | 01545 | 1.000 |
1.000 |
$3,800.000 |
EACH | 0.2 |
| 0085 | ADJUST INLET | 01719 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.2 |
| 0090 | STANDARD CURB AND GUTTER | 01810 | 600.000 |
712.500 |
$48.000 |
LF | 1.3 |
| 0095 | STANDARD HEADER CURB | 01875 | 60.500 |
60.500 |
$80.000 |
LF | 0.2 |
| 0100 | STANDARD HEADER CURB MOD | 01876 | 8.200 |
8.200 |
$90.000 |
LF | 0.0 |
| 0105 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 6.000 |
6.000 |
$11.550 |
EACH | 0.0 |
| 0110 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | 6.000 |
6.000 |
$19.450 |
EACH | 0.0 |
| 0115 | EMBANKMENT IN PLACE | 02230 | 1,130.000 |
1,130.000 |
$48.500 |
CUYD | 2.4 |
| 0120 | STRUCTURE GRANULAR BACKFILL | 02231 | 2,855.000 |
2,855.000 |
$57.500 |
CUYD | 7.2 |
| 0125 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 112.500 |
112.500 |
$42.380 |
LF | 0.2 |
| 0130 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 2.000 |
2.000 |
$65.060 |
EACH | 0.0 |
| 0135 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 2.000 |
2.000 |
$4,000.750 |
EACH | 0.4 |
| 0140 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 9.000 |
9.000 |
$254.050 |
EACH | 0.1 |
| 0145 | WITNESS POST | 02432 | 2.000 |
2.000 |
$240.320 |
EACH | 0.0 |
| 0150 | CHANNEL LINING CLASS II | 02483 | 5.000 |
5.000 |
$34.000 |
TON | 0.0 |
| 0155 | CLEARING AND GRUBBING Less than 1 acre | 02545 | 1.000 |
1.000 |
$7,780.000 |
LS | 0.3 |
| 0160 | CONCRETE-CLASS B | 02555 | 25.600 |
25.600 |
$1,065.000 |
CUYD | 1.2 |
| 0165 | EDGE KEY | 02585 | 121.000 |
121.000 |
$28.000 |
LF | 0.1 |
| 0170 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | 8.000 |
8.000 |
$20.160 |
SQYD | 0.0 |
| 0175 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE (ADDED 10-18-2021) | 02607 | 174.000 |
174.000 |
$2.000 |
SQYD | 0.0 |
| 0180 | HANDRAIL-TYPE A-1 | 02611 | 99.500 |
99.500 |
$105.000 |
LF | 0.5 |
| 0185 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$13,659.850 |
LS | 0.6 |
| 0190 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
2.000 |
$3,480.000 |
EACH | 0.3 |
| 0195 | SIDEWALK-4 IN CONCRETE | 02720 | 184.100 |
184.100 |
$75.000 |
SQYD | 0.6 |
| 0200 | STAKING | 02726 | 1.000 |
1.000 |
$6,290.000 |
LS | 0.3 |
| 0205 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$105,000.000 |
LS | 4.6 |
| 0210 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 1,358.000 |
1,358.000 |
$1.000 |
LF | 0.1 |
| 0215 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | 150.000 |
150.000 |
$3.500 |
LF | 0.0 |
| 0220 | EROSION CONTROL | 21415ND | 1.000 |
1.000 |
$5,000.000 |
LS | 0.2 |
| 0225 | SNOW FENCE | 21476ED | 1,610.000 |
1,610.000 |
$4.000 |
LF | 0.3 |
| 0230 | PAVEMENT MARKING-THERMO LETTERS | 22692NS714 | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
| 0235 | DETECTABLE WARNINGS | 23158ES505 | 39.000 |
39.000 |
$42.000 |
SQFT | 0.1 |
| 0240 | CURB BOX INLET TY F-MOD (ADDED 10-18-2021) | 23643EC | 4.000 |
4.000 |
$3,800.000 |
EACH | 0.7 |
| 0245 | CORED HOLE DRAINAGE BOX CON-15 IN | 23822EC | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 0250 | INLAID PAVEMENT MARKER | 24489EC | 12.000 |
12.000 |
$30.000 |
EACH | 0.0 |
| 0255 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | 4.000 |
4.000 |
$3,184.000 |
EACH | 0.6 |
| 8005 | EW~ Water & Sewer Utility Adjustments | 10090NX | 0.000 |
1.000 |
$39,055.360 |
LS | 0.0 |
| 8006 | RETAINING WALL-GABION Slope Reconstruction w/Gabions | 02610 | 0.000 |
18.000 |
$554.000 |
CUYD | 0.0 |
| 8007 | EW~ Gabion Baskets | 10098NX | 0.000 |
6,876.600 |
$1.000 |
DOLL | 0.0 |
| 8008 | EW~ Telecommunication Adjustments | 10098NX | 0.000 |
9,712.820 |
$1.000 |
DOLL | 0.0 |
Category Total $538,404.23 |
| SM- Project | BR02400412100 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE - 024B00112N |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0260 | HANDRAIL-TYPE A-2 | 02612 | 50.000 |
50.000 |
$145.000 |
LF | 0.3 |
| 0265 | ARMORED EDGE FOR CONCRETE | 03299 | 121.000 |
121.000 |
$102.740 |
LF | 0.5 |
| 0270 | CONDUIT-3 IN | 04797 | 385.000 |
385.000 |
$59.490 |
LF | 1.0 |
| 0275 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 180.000 |
1,040.712 |
$200.000 |
CUYD | 1.6 |
| 0280 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$70,000.000 |
LS | 3.1 |
| 0285 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 97.000 |
97.000 |
$38.910 |
TON | 0.2 |
| 0290 | CONCRETE-CLASS A | 08100 | 960.700 |
960.700 |
$402.400 |
CUYD | 17.1 |
| 0295 | CONCRETE-CLASS AA | 08104 | 157.000 |
157.000 |
$1,339.130 |
CUYD | 9.3 |
| 0300 | STEEL REINFORCEMENT | 08150 | 121,933.000 |
121,933.000 |
$1.270 |
LB | 6.8 |
| 0305 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 28,766.000 |
28,766.000 |
$1.400 |
LB | 1.8 |
| 0310 | CONCRETE SEALING | 23378EC | 11,950.000 |
11,950.000 |
$1.360 |
SQFT | 0.7 |
| 0315 | PPC I-BEAM TYPE HN 36-49 | 23963EC | 555.000 |
555.000 |
$745.000 |
LF | 18.2 |
| 0320 | CHAIN LINK FENCE As detailed in the plans | 24580EC | 189.000 |
189.000 |
$175.000 |
LF | 1.5 |
| 0325 | RAIL SYSTEM TYPE 4 | 24684EN | 97.000 |
97.000 |
$203.650 |
LF | 0.9 |
| 0330 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | 97.000 |
97.000 |
$184.450 |
LF | 0.8 |
| 8000 | MASS CONCRETE | 10040ES | 0.000 |
271.000 |
$269.341 |
CUYD | 0.0 |
| 8004 | EW~ Mass Concrete w/Cost-Plus | 10090NX | 0.000 |
1.000 |
$47,879.220 |
LS | 0.0 |
| 8009 | COST PLUS WORK HES Overhead Utility Relocations/Adjustments/Rebuild | 10080NSD | 0.000 |
156,948.550 |
$1.000 |
DOLL | 0.0 |
Category Total $1,444,763.56 |
| SM- Project | BR02400412100 | CATEGORY NUMBER | 0004 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0335 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$60,000.000 |
LS | 2.6 |
| 0340 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$33,984.930 |
LS | 1.5 |
Category Total $93,984.93 |