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Item List 161216 |
Date:07/12/2019 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 161216 | Primary Project Number | DE04800721616 |
| Contract Description | HARLAN-LIGGETT ROAD (KY 72) | ||
| Primary County | HARLAN | Fed/St Number | STP BRO 1103 (304) |
| Vendor ID | 03523 | Vendor Name | IRVINE CONTRACTING LLC |
| Bid Amount | $ 1,651,000.76 | ||
| SM- Project | DE04800721616 |
| Fed/State Number | STP BRO 1103 (304) |
| Project Description | HARLAN-LIGGETT ROAD (KY 72) |
| *********** |
| SM- Project | DE04800721616 | 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 | 2,628.000 |
2,628.000 |
$32.500 |
TON | 5.2 |
| 0010 | TRAFFIC BOUND BASE | 00020 | 500.000 |
500.000 |
$24.000 |
TON | 0.7 |
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | 17.000 |
17.000 |
$780.000 |
TON | 0.8 |
| 0020 | ASPHALT SEAL COAT | 00103 | 2.000 |
2.000 |
$1,775.000 |
TON | 0.2 |
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | 50.000 |
50.000 |
$119.800 |
TON | 0.4 |
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 2,413.000 |
2,413.000 |
$109.950 |
TON | 16.1 |
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 425.000 |
425.000 |
$119.800 |
TON | 3.1 |
| 0040 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 110.000 |
110.000 |
$80.000 |
SQYD | 0.5 |
Category Total $445,234.35 |
| SM- Project | DE04800721616 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0045 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 750.000 |
1,950.000 |
$27.000 |
TON | 1.2 |
| 0050 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 18.000 |
18.000 |
$8.000 |
EACH | 0.0 |
| 0055 | BARRICADE-TYPE III | 02014 | 4.000 |
4.000 |
$50.000 |
EACH | 0.0 |
| 0060 | TEMP DITCH | 02159 | 711.000 |
711.000 |
$1.000 |
LF | 0.0 |
| 0065 | EMBANKMENT IN PLACE | 02230 | 4,370.000 |
5,170.000 |
$12.000 |
CUYD | 3.2 |
| 0070 | WATER (FOR DUST CONTROL) | 02242 | 100.000 |
100.000 |
$1.000 |
MGAL | 0.0 |
| 0075 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 400.000 |
400.000 |
$14.000 |
LF | 0.3 |
| 0080 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 3.000 |
3.000 |
$50.000 |
EACH | 0.0 |
| 0085 | REMOVE GUARDRAIL | 02381 | 158.000 |
158.000 |
$1.000 |
LF | 0.0 |
| 0090 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 3.000 |
3.000 |
$1,800.000 |
EACH | 0.3 |
| 0095 | SEPTIC TANK TREATMENT | 02404 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0100 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 23.000 |
23.000 |
$125.000 |
EACH | 0.2 |
| 0105 | WITNESS POST | 02432 | 3.000 |
3.000 |
$125.000 |
EACH | 0.0 |
| 0110 | CHANNEL LINING CLASS II | 02483 | 18.000 |
18.000 |
$36.000 |
TON | 0.0 |
| 0115 | CHANNEL LINING CLASS III | 02484 | 226.000 |
226.000 |
$36.000 |
TON | 0.5 |
| 0120 | CLEARING AND GRUBBING (APPROXIMATELY 2.1 ACRES) | 02545 | 1.000 |
1.000 |
$28,900.000 |
LS | 1.8 |
| 0125 | TEMPORARY SIGNS | 02562 | 184.500 |
184.500 |
$9.500 |
SQFT | 0.1 |
| 0130 | EDGE KEY | 02585 | 69.000 |
69.000 |
$84.000 |
LF | 0.4 |
| 0135 | FABRIC-GEOTEXTILE TYPE III | 02598 | 900.000 |
2,400.000 |
$1.000 |
SQYD | 0.1 |
| 0140 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$5,500.000 |
LS | 0.3 |
| 0145 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$30,000.000 |
LS | 1.8 |
| 0150 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
2.000 |
$3,500.000 |
EACH | 0.4 |
| 0155 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | 2,344.000 |
2,344.000 |
$1.950 |
LF | 0.3 |
| 0160 | TEMP SILT FENCE | 02701 | 711.000 |
711.000 |
$1.500 |
LF | 0.1 |
| 0165 | SILT TRAP TYPE A | 02703 | 2.000 |
2.000 |
$385.000 |
EACH | 0.0 |
| 0170 | SILT TRAP TYPE B | 02704 | 2.000 |
2.000 |
$301.000 |
EACH | 0.0 |
| 0175 | SILT TRAP TYPE C | 02705 | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
| 0180 | CLEAN SILT TRAP TYPE A | 02706 | 2.000 |
2.000 |
$0.010 |
EACH | 0.0 |
| 0185 | CLEAN SILT TRAP TYPE B | 02707 | 2.000 |
2.000 |
$0.010 |
EACH | 0.0 |
| 0190 | CLEAN SILT TRAP TYPE C | 02708 | 2.000 |
2.000 |
$0.010 |
EACH | 0.0 |
| 0195 | STAKING | 02726 | 1.000 |
1.000 |
$4,000.000 |
LS | 0.2 |
| 0200 | REMOVE STRUCTURE (STA. 7+24, 114' RIGHT) | 02731 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.9 |
| 0205 | EROSION CONTROL BLANKET | 05950 | 1,593.000 |
1,593.000 |
$1.100 |
SQYD | 0.1 |
| 0210 | TEMP MULCH | 05952 | 6,776.000 |
6,776.000 |
$0.200 |
SQYD | 0.1 |
| 0215 | INITIAL FERTILIZER | 05963 | 0.200 |
0.200 |
$2,500.000 |
TON | 0.0 |
| 0220 | SEEDING AND PROTECTION | 05985 | 6,415.000 |
6,415.000 |
$0.500 |
SQYD | 0.2 |
| 0225 | AGRICULTURAL LIMESTONE | 05992 | 5.000 |
5.000 |
$500.000 |
TON | 0.2 |
| 0230 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 7,131.000 |
7,131.000 |
$0.200 |
LF | 0.1 |
| 0235 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 5,690.000 |
5,690.000 |
$0.250 |
LF | 0.1 |
| 0240 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 13.000 |
13.000 |
$20.000 |
LF | 0.0 |
| 0245 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 23.000 |
23.000 |
$7.500 |
EACH | 0.0 |
| 0250 | R/W MONUMENT TYPE 3 | 24540 | 4.000 |
4.000 |
$125.000 |
EACH | 0.0 |
Category Total $217,141.31 |
| SM- Project | DE04800721616 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0255 | ENTRANCE PIPE-15 IN | 00440 | 92.000 |
92.000 |
$32.000 |
LF | 0.2 |
| 0260 | CULVERT PIPE-18 IN | 00462 | 151.000 |
151.000 |
$46.000 |
LF | 0.4 |
| 0265 | CULVERT PIPE-24 IN | 00464 | 36.000 |
36.000 |
$68.000 |
LF | 0.1 |
| 0270 | PIPE CULVERT HEADWALL-18 IN | 01204 | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.1 |
| 0275 | S & F BOX INLET-OUTLET-18 IN | 01450 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.2 |
| 0280 | S & F BOX INLET-OUTLET-24 IN | 01451 | 2.000 |
2.000 |
$2,900.000 |
EACH | 0.4 |
| 0285 | DROP BOX INLET TYPE 11 | 01544 | 1.000 |
1.000 |
$1,800.000 |
EACH | 0.1 |
| 0290 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 402.000 |
402.000 |
$2.000 |
SQYD | 0.0 |
| 0295 | 20-10-10 FERTILIZER | 05964 | 0.400 |
0.400 |
$1,250.000 |
TON | 0.0 |
| 0300 | CONCRETE-CLASS A | 08100 | 1.200 |
1.200 |
$1,000.000 |
CUYD | 0.1 |
| 0305 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 424.000 |
424.000 |
$4.500 |
SQYD | 0.1 |
Category Total $29,350.00 |
| SM- Project | DE04800721616 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE - CATRON CREEK - DWG. 27290 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0310 | STRUCTURE GRANULAR BACKFILL | 02231 | 230.000 |
230.000 |
$200.000 |
CUYD | 2.8 |
| 0315 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | 100.000 |
100.000 |
$35.000 |
LF | 0.2 |
| 0320 | MASONRY COATING | 02998 | 450.000 |
450.000 |
$8.000 |
SQYD | 0.2 |
| 0325 | ARMORED EDGE FOR CONCRETE | 03299 | 147.000 |
147.000 |
$44.000 |
LF | 0.4 |
| 0330 | STRUCTURE EXCAVATION-COMMON | 08001 | 1,470.000 |
1,470.000 |
$17.000 |
CUYD | 1.5 |
| 0335 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 420.000 |
420.000 |
$60.000 |
CUYD | 1.5 |
| 0340 | CYCLOPEAN STONE RIP RAP | 08019 | 480.000 |
480.000 |
$32.000 |
TON | 0.9 |
| 0345 | CONCRETE-CLASS A | 08100 | 488.200 |
488.200 |
$500.000 |
CUYD | 14.8 |
| 0350 | CONCRETE-CLASS AA | 08104 | 267.000 |
267.000 |
$530.000 |
CUYD | 8.6 |
| 0355 | STEEL REINFORCEMENT | 08150 | 75,834.000 |
75,834.000 |
$0.950 |
LB | 4.4 |
| 0360 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 57,838.000 |
57,838.000 |
$1.100 |
LB | 3.9 |
| 0365 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | 235.000 |
235.000 |
$162.000 |
LF | 2.3 |
| 0370 | PPC I-BEAM HN 48-49 | 24520EC | 555.000 |
555.000 |
$315.000 |
LF | 10.6 |
Category Total $859,287.10 |
| SM- Project | DE04800721616 | CATEGORY NUMBER | 0005 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0375 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$74,988.000 |
LS | 4.5 |
| 0380 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$25,000.000 |
LS | 1.5 |
Category Total $99,988.00 |