|
Item List 261513 |
Date:07/31/2026 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 261513 | Primary Project Number | DE0580NEW2613 |
| Contract Description | JCPS ACCESS ROAD | ||
| Primary County | JOHNSON | Fed/St Number | FD04 058 NEW ROUTE |
| Vendor ID | 01218 | Vendor Name | FREDERICK & MAY CONSTRUCTION CO |
| Bid Amount | $ 6,362,726.28 | ||
| SM- Project | DE0580NEW2613 |
| Fed/State Number | FD04 058 NEW ROUTE |
| Project Description | JCPS ACCESS ROAD |
| *********** |
| SM- Project | DE0580NEW2613 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0005 | DGA BASE | 00001 | 58.000 |
58.000 |
$55.000 |
TON | 0.1 |
| 0010 | CRUSHED STONE BASE | 00003 | 2,742.000 |
2,742.000 |
$55.300 |
TON | 2.4 |
| 0015 | TRAFFIC BOUND BASE | 00020 | 81.000 |
81.000 |
$50.000 |
TON | 0.1 |
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 3,746.000 |
3,746.000 |
$50.000 |
TON | 2.9 |
| 0025 | ASPHALT SEAL AGGREGATE | 00100 | 20.000 |
20.000 |
$286.750 |
TON | 0.1 |
| 0030 | ASPHALT SEAL COAT | 00103 | 2.000 |
2.000 |
$1,600.000 |
TON | 0.1 |
| 0035 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 1,145.000 |
1,145.000 |
$161.700 |
TON | 2.9 |
| 0040 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 1,921.000 |
1,921.000 |
$161.700 |
TON | 4.9 |
| 0045 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 261.000 |
261.000 |
$186.750 |
TON | 0.8 |
| 0050 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | 1,567.000 |
1,567.000 |
$186.750 |
TON | 4.6 |
| 0055 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | 6,316.000 |
6,316.000 |
$2.100 |
SQYD | 0.2 |
| 0060 | FABRIC-GEOTEXTILE CLASS 4A | 02608 | 6,316.000 |
6,316.000 |
$4.600 |
SQYD | 0.5 |
| 0065 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 1,158.000 |
1,158.000 |
$45.500 |
TON | 0.8 |
| 0070 | JOINT ADHESIVE | 20071EC | 8,691.000 |
8,691.000 |
$0.950 |
LF | 0.1 |
| 0075 | SAWCUT PAVEMENT | 20550ND | 3,713.000 |
3,713.000 |
$5.000 |
LF | 0.3 |
| 0080 | LONGITUDINAL EDGE KEY | 21289ED | 3,713.000 |
3,713.000 |
$9.100 |
LF | 0.5 |
| 0085 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | 9.000 |
9.000 |
$850.000 |
TON | 0.1 |
| 0090 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
Category Total $1,357,024.75 |
| SM- Project | DE0580NEW2613 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0095 | FLUME INLET TYPE 2 | 01691 | 2.000 |
2.000 |
$6,000.000 |
EACH | 0.2 |
| 0100 | LIP CURB AND GUTTER | 01820 | 100.000 |
100.000 |
$70.000 |
LF | 0.1 |
| 0105 | STANDARD HEADER CURB | 01875 | 346.000 |
346.000 |
$80.000 |
LF | 0.4 |
| 0110 | MOUNTABLE MEDIAN TYPE 6A | 01949 | 258.000 |
258.000 |
$160.000 |
SQYD | 0.6 |
| 0115 | DELINEATOR FOR G/R BI DIRECTIONAL WHITE | 01987 | 14.000 |
14.000 |
$13.000 |
EACH | 0.0 |
| 0120 | BARRICADE-TYPE III | 02014 | 11.000 |
11.000 |
$100.000 |
EACH | 0.0 |
| 0125 | REMOVE PAVEMENT | 02091 | 781.000 |
781.000 |
$5.000 |
SQYD | 0.1 |
| 0130 | TEMP DITCH | 02159 | 1,570.000 |
1,570.000 |
$1.000 |
LF | 0.0 |
| 0135 | CLEAN TEMP DITCH | 02160 | 785.000 |
785.000 |
$0.100 |
LF | 0.0 |
| 0140 | EMBANKMENT IN PLACE | 02230 | 13,948.000 |
13,948.000 |
$25.000 |
CUYD | 5.5 |
| 0145 | WATER | 02242 | 100.000 |
100.000 |
$1.000 |
MGAL | 0.0 |
| 0150 | G/R-W BEAM-S FACE TL-3 | 02351 | 1,052.000 |
1,052.000 |
$26.950 |
LF | 0.4 |
| 0155 | G/R END TREATMENT TYPE 1 | 02367 | 2.000 |
2.000 |
$3,400.000 |
EACH | 0.1 |
| 0160 | G/R END TREATMENT TYPE 2M | 02370 | 1.000 |
1.000 |
$2,200.000 |
EACH | 0.0 |
| 0165 | REMOVE G/R | 02381 | 787.500 |
787.500 |
$4.000 |
LF | 0.0 |
| 0170 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 5.000 |
5.000 |
$250.000 |
EACH | 0.0 |
| 0175 | WITNESS POST | 02432 | 3.000 |
3.000 |
$250.000 |
EACH | 0.0 |
| 0180 | CHANNEL LINING CLASS III | 02484 | 755.000 |
755.000 |
$60.000 |
TON | 0.7 |
| 0185 | CLEARING AND GRUBBING APPROXIMATELY 2 ACRES | 02545 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.2 |
| 0190 | TEMPORARY SIGNS | 02562 | 328.000 |
328.000 |
$13.000 |
SQFT | 0.1 |
| 0195 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | 833.000 |
833.000 |
$2.500 |
SQYD | 0.0 |
| 0200 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 270.000 |
270.000 |
$2.000 |
SQYD | 0.0 |
| 0205 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$100,000.000 |
LS | 1.6 |
| 0210 | LANE CLOSURE | 02653 | 8.000 |
8.000 |
$1,500.000 |
EACH | 0.2 |
| 0215 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
2.000 |
$10,000.000 |
EACH | 0.3 |
| 0220 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.1 |
| 0225 | SHOULDER RUMBLE STRIPS | 02696 | 3,032.000 |
3,032.000 |
$1.000 |
LF | 0.0 |
| 0230 | TEMP SILT FENCE | 02701 | 1,570.000 |
1,570.000 |
$2.500 |
LF | 0.1 |
| 0235 | SILT TRAP TYPE A | 02703 | 14.000 |
14.000 |
$100.000 |
EACH | 0.0 |
| 0240 | SILT TRAP TYPE B | 02704 | 14.000 |
14.000 |
$100.000 |
EACH | 0.0 |
| 0245 | SILT TRAP TYPE C | 02705 | 14.000 |
14.000 |
$100.000 |
EACH | 0.0 |
| 0250 | CLEAN SILT TRAP TYPE A | 02706 | 14.000 |
14.000 |
$25.000 |
EACH | 0.0 |
| 0255 | CLEAN SILT TRAP TYPE B | 02707 | 14.000 |
14.000 |
$25.000 |
EACH | 0.0 |
| 0260 | CLEAN SILT TRAP TYPE C | 02708 | 14.000 |
14.000 |
$25.000 |
EACH | 0.0 |
| 0265 | STAKING | 02726 | 1.000 |
1.000 |
$21,000.000 |
LS | 0.3 |
| 0270 | ARROW PANEL | 02775 | 2.000 |
2.000 |
$4,200.000 |
EACH | 0.1 |
| 0275 | TEMP SIGNAL 2 PHASE | 04933 | 2.000 |
2.000 |
$11,500.000 |
EACH | 0.4 |
| 0280 | EROSION CONTROL BLANKET | 05950 | 4,591.000 |
4,591.000 |
$2.450 |
SQYD | 0.2 |
| 0285 | TEMP MULCH | 05952 | 45,173.000 |
45,173.000 |
$0.250 |
SQYD | 0.2 |
| 0290 | TEMP SEEDING AND PROTECTION | 05953 | 33,880.000 |
33,880.000 |
$0.270 |
SQYD | 0.1 |
| 0295 | INITIAL FERTILIZER | 05963 | 4.000 |
4.000 |
$1,600.000 |
TON | 0.1 |
| 0300 | MAINTENANCE FERTILIZER | 05964 | 2.000 |
2.000 |
$1,600.000 |
TON | 0.1 |
| 0305 | SEEDING AND PROTECTION | 05985 | 36,300.000 |
36,300.000 |
$0.550 |
SQYD | 0.3 |
| 0310 | AGRICULTURAL LIMESTONE | 05992 | 26.000 |
26.000 |
$145.000 |
TON | 0.1 |
| 0315 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 5.000 |
5.000 |
$40.000 |
SQFT | 0.0 |
| 0320 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 14.000 |
14.000 |
$45.000 |
SQFT | 0.0 |
| 0325 | STEEL POST TYPE 1 | 06410 | 39.000 |
39.000 |
$30.000 |
LF | 0.0 |
| 0330 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 7,658.000 |
7,658.000 |
$0.180 |
LF | 0.0 |
| 0335 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 2,731.000 |
2,731.000 |
$0.200 |
LF | 0.0 |
| 0340 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | 9,678.000 |
9,678.000 |
$0.240 |
LF | 0.0 |
| 0345 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | 171.000 |
171.000 |
$0.300 |
LF | 0.0 |
| 0350 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | 1,771.000 |
1,771.000 |
$0.450 |
LF | 0.0 |
| 0355 | PAVE STRIPING-THERMO-4 IN W | 06540 | 183.000 |
183.000 |
$3.500 |
LF | 0.0 |
| 0360 | PAVE STRIPING-THERMO-12 IN W | 06546 | 134.000 |
134.000 |
$6.500 |
LF | 0.0 |
| 0365 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 54.000 |
54.000 |
$10.000 |
LF | 0.0 |
| 0370 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | 559.000 |
559.000 |
$6.500 |
SQFT | 0.1 |
| 0375 | PAVE MARKING-THERMO CURV ARROW | 06574 | 18.000 |
18.000 |
$125.000 |
EACH | 0.0 |
| 0380 | INLAID PAVEMENT MARKER-MW | 06610 | 82.000 |
82.000 |
$45.000 |
EACH | 0.1 |
| 0385 | INLAID PAVEMENT MARKER-MY | 06611 | 15.000 |
15.000 |
$45.000 |
EACH | 0.0 |
| 0390 | INLAID PAVEMENT MARKER-BY | 06612 | 42.000 |
42.000 |
$45.000 |
EACH | 0.0 |
| 0395 | INLAID PAVEMENT MARKER-B W/R | 06613 | 11.000 |
11.000 |
$45.000 |
EACH | 0.0 |
| 0400 | FUEL ADJUSTMENT | 10020NS | 5,010.000 |
5,010.000 |
$1.000 |
DOLL | 0.1 |
| 0405 | ASPHALT ADJUSTMENT | 10030NS | 19,821.000 |
19,821.000 |
$1.000 |
DOLL | 0.3 |
| 0410 | OBJECT MARKER TY 3 | 20191ED | 2.000 |
2.000 |
$65.000 |
EACH | 0.0 |
| 0415 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | 20.000 |
20.000 |
$45.000 |
LF | 0.0 |
| 0420 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
| 0425 | BARCODE SIGN INVENTORY | 24631EC | 3.000 |
3.000 |
$30.000 |
EACH | 0.0 |
| 0430 | PIPELINE INSPECTION | 24814EC | 81.000 |
81.000 |
$30.860 |
LF | 0.0 |
| 0435 | THRIE BEAM G/R TRANSITION TL-2 | 25079ED | 2.000 |
2.000 |
$3,450.000 |
EACH | 0.1 |
| 0440 | CORPS OF ENGINEERS COORDINATION | 26303EC | 1.000 |
1.000 |
$5,000.000 |
LS | 0.1 |
Category Total $882,545.47 |
| SM- Project | DE0580NEW2613 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0445 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 1.000 |
1.000 |
$400.000 |
TON | 0.0 |
| 0450 | CULVERT PIPE-18 IN | 00462 | 81.000 |
81.000 |
$120.000 |
LF | 0.2 |
| 0455 | PERFORATED PIPE-4 IN | 01000 | 52.000 |
52.000 |
$40.000 |
LF | 0.0 |
| 0460 | NON-PERFORATED PIPE-4 IN | 01010 | 10.000 |
10.000 |
$40.000 |
LF | 0.0 |
| 0465 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 1.000 |
1.000 |
$1,200.000 |
EACH | 0.0 |
| 0470 | PIPE CULVERT HEADWALL-18 IN | 01204 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0475 | CHANNEL LINING CLASS II | 02483 | 15.000 |
15.000 |
$100.000 |
TON | 0.0 |
| 0480 | CONCRETE-CLASS A | 08100 | 1.070 |
1.070 |
$3,000.000 |
CUYD | 0.1 |
Category Total $20,010.00 |
| SM- Project | DE0580NEW2613 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE - PAINT CREEK - DWG. 28992 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0485 | JUNCTION BOX-24 IN | 01643 | 3.000 |
3.000 |
$4,000.000 |
EACH | 0.2 |
| 0490 | STRUCTURE GRANULAR BACKFILL | 02231 | 604.000 |
604.000 |
$65.000 |
CUYD | 0.6 |
| 0495 | ARMORED EDGE FOR CONCRETE | 03299 | 81.600 |
81.600 |
$150.000 |
LF | 0.2 |
| 0500 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$60,000.000 |
LS | 0.9 |
| 0505 | CYCLOPEAN STONE RIP RAP | 08019 | 3,473.000 |
3,473.000 |
$55.000 |
TON | 3.0 |
| 0510 | TEST PILES | 08033 | 126.000 |
126.000 |
$155.000 |
LF | 0.3 |
| 0515 | PILES-STEEL HP14X89 | 08051 | 1,066.000 |
1,066.000 |
$145.000 |
LF | 2.4 |
| 0520 | PILE POINTS-14 IN | 08095 | 20.000 |
20.000 |
$350.000 |
EACH | 0.1 |
| 0525 | CONCRETE-CLASS A | 08100 | 289.800 |
289.800 |
$950.000 |
CUYD | 4.3 |
| 0530 | CONCRETE-CLASS AA | 08104 | 477.000 |
477.000 |
$975.000 |
CUYD | 7.3 |
| 0535 | STEEL REINFORCEMENT | 08150 | 41,936.000 |
41,936.000 |
$2.000 |
LB | 1.3 |
| 0540 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 132,568.000 |
132,568.000 |
$1.900 |
LB | 4.0 |
| 0545 | PRECAST PC I BEAM TYPE 8 | 08638 | 1,057.300 |
1,057.300 |
$753.000 |
LF | 12.5 |
| 0550 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 2.000 |
2.000 |
$1,520.660 |
EACH | 0.0 |
| 0555 | ROCK SOUNDINGS | 20745ED | 197.600 |
197.600 |
$42.600 |
LF | 0.1 |
| 0560 | ROCK CORINGS | 20746ED | 120.000 |
120.000 |
$76.500 |
LF | 0.1 |
| 0565 | CSL TESTING (6 TUBES) | 21322NC | 4.000 |
4.000 |
$8,717.000 |
EACH | 0.5 |
| 0570 | DRILLED SHAFT-72 IN-ROCK | 22885EN | 48.000 |
48.000 |
$5,744.000 |
LF | 4.3 |
| 0575 | CONCRETE SEALING | 23378EC | 25,924.000 |
25,924.000 |
$2.500 |
SQFT | 1.0 |
| 0580 | DECK DRAIN | 23813EC | 10.000 |
10.000 |
$1,000.000 |
EACH | 0.2 |
| 0585 | DRILLED SHAFT-78 IN COMMON | 24001EC | 192.000 |
192.000 |
$1,929.000 |
LF | 5.8 |
| 0590 | PVC CONDUIT-3 IN-SCHEDULE 80 | 24902EC | 298.300 |
298.300 |
$12.850 |
LF | 0.1 |
| 0595 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | 537.000 |
537.000 |
$150.000 |
LF | 1.3 |
| 0600 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | 1.000 |
1.000 |
$500.000 |
LS | 0.0 |
Category Total $3,229,178.33 |
| SM- Project | DE0580NEW2613 | CATEGORY NUMBER | 0005 | CATEGORY Description | UTILITY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0605 | W CAP EXISTING MAIN | 14003 | 2.000 |
2.000 |
$1,905.000 |
EACH | 0.1 |
| 0610 | W PIPE PVC 08 INCH | 14060 | 310.000 |
310.000 |
$53.250 |
LF | 0.3 |
| 0615 | W TIE-IN 08 INCH | 14095 | 2.000 |
2.000 |
$2,725.000 |
EACH | 0.1 |
| 0620 | W VALVE 08 INCH | 14106 | 2.000 |
2.000 |
$3,850.000 |
EACH | 0.1 |
| 0625 | W ENCASEMENT STEEL OPEN CUT RANGE 4 INST | 14507 | 240.000 |
240.000 |
$160.000 |
LF | 0.6 |
| 0630 | S FORCE MAIN PE/PLASTIC 04 INCH | 15051 | 307.000 |
307.000 |
$37.150 |
LF | 0.2 |
| 0635 | S MANHOLE | 15092 | 2.000 |
2.000 |
$3,680.000 |
EACH | 0.1 |
| 0640 | S MANHOLE TAP EXISTING | 15099 | 3.000 |
3.000 |
$1,300.000 |
EACH | 0.1 |
| 0645 | S PIPE PVC 08 INCH | 15112 | 110.000 |
110.000 |
$146.800 |
LF | 0.3 |
| 0650 | S PUMP STATION | 15119 | 1.000 |
1.000 |
$242,690.000 |
EACH | 3.8 |
| 0655 | S CAP EXISTING MAIN | 15155 | 5.000 |
5.000 |
$915.000 |
EACH | 0.1 |
| 0660 | G ENCASEMENT STEEL OPEN CUT RANGE 1 | 16008 | 150.000 |
150.000 |
$310.000 |
LF | 0.7 |
| 0665 | G PIPE POLYETHYLENE/PLASTIC 02 INCH | 16015 | 256.000 |
256.000 |
$48.000 |
LF | 0.2 |
| 0670 | G VALVE STEEL 02 INCH | 16057 | 2.000 |
2.000 |
$850.000 |
EACH | 0.0 |
| 0675 | G CAP EXISTING MAIN | 16607 | 2.000 |
2.000 |
$1,200.000 |
EACH | 0.0 |
Category Total $420,833.55 |
| SM- Project | DE0580NEW2613 | CATEGORY NUMBER | 0006 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0680 | POLE BASE (REVISED 5-18-26) | 04740 | 2.000 |
2.000 |
$4,101.770 |
EACH | 0.1 |
| 0685 | LIGHTING CONTROL EQUIPMENT | 04761 | 1.000 |
1.000 |
$38,000.860 |
EACH | 0.6 |
| 0690 | TRENCHING AND BACKFILLING | 04820 | 605.000 |
605.000 |
$12.400 |
LF | 0.1 |
| 0695 | WIRE-NO. 12 | 04832 | 400.000 |
400.000 |
$2.200 |
LF | 0.0 |
| 0700 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 4.000 |
4.000 |
$1,520.660 |
EACH | 0.1 |
| 0705 | BORE AND JACK CONDUIT | 21543EN | 63.000 |
63.000 |
$126.510 |
LF | 0.1 |
| 0710 | INSTALL LUMINAIRE POLE | 22939ND | 4.000 |
4.000 |
$1,626.970 |
EACH | 0.1 |
| 0715 | WIRE-NO. 10 | 23778EC | 2,100.000 |
2,100.000 |
$2.570 |
LF | 0.1 |
| 0720 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | 668.000 |
668.000 |
$8.340 |
LF | 0.1 |
Category Total $86,115.17 |
| SM- Project | DE0580NEW2613 | CATEGORY NUMBER | 0007 | CATEGORY Description | MOBILIZATION &/OR DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0725 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$272,988.000 |
LS | 4.3 |
| 0730 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$94,031.000 |
LS | 1.5 |
Category Total $367,019.00 |