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Item List 261509 |
Date:07/31/2026 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 261509 | Primary Project Number | DE03609792609 |
| Contract Description | MUD CREEK ROAD (KY 979) | ||
| Primary County | FLOYD | Fed/St Number | FD06 036 0979 011-013 |
| Vendor ID | 00349 | Vendor Name | BUSH & BURCHETT INC |
| Bid Amount | $ 4,826,984.62 | ||
| SM- Project | DE03609792609 |
| Fed/State Number | FD06 036 0979 011-013 |
| Project Description | MUD CREEK ROAD (KY 979) |
| *********** |
| SM- Project | DE03609792609 | 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 | 4,030.000 |
4,030.000 |
$58.900 |
TON | 4.9 |
| 0010 | TRAFFIC BOUND BASE | 00020 | 182.000 |
182.000 |
$75.000 |
TON | 0.3 |
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | 107.000 |
107.000 |
$225.000 |
TON | 0.5 |
| 0020 | ASPHALT SEAL COAT | 00103 | 32.000 |
32.000 |
$890.000 |
TON | 0.6 |
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 3,995.000 |
3,995.000 |
$162.100 |
TON | 13.4 |
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 1,070.000 |
1,070.000 |
$189.600 |
TON | 4.2 |
| 0035 | JPC PAVEMENT-8 IN | 02084 | 475.000 |
475.000 |
$150.000 |
SQYD | 1.5 |
| 0040 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | 12,056.000 |
12,056.000 |
$1.850 |
SQYD | 0.5 |
| 0045 | FABRIC-GEOTEXTILE CLASS 4A | 02608 | 13,433.000 |
13,433.000 |
$3.000 |
SQYD | 0.8 |
| 0050 | JOINT ADHESIVE | 20071EC | 9,300.000 |
9,300.000 |
$0.950 |
LF | 0.2 |
| 0055 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | 8.000 |
8.000 |
$860.000 |
TON | 0.1 |
| 0060 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
Category Total $1,305,101.10 |
| SM- Project | DE03609792609 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0065 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 706.000 |
706.000 |
$69.000 |
TON | 1.0 |
| 0070 | PERFORATED PIPE-4 IN | 01000 | 530.000 |
530.000 |
$9.000 |
LF | 0.1 |
| 0075 | NON-PERFORATED PIPE-4 IN | 01010 | 109.000 |
109.000 |
$10.000 |
LF | 0.0 |
| 0080 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | 1.000 |
1.000 |
$1,100.000 |
EACH | 0.0 |
| 0085 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 5.000 |
5.000 |
$1,350.000 |
EACH | 0.1 |
| 0090 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | 2.000 |
2.000 |
$600.000 |
EACH | 0.0 |
| 0095 | ISLAND HEADER CURB TYPE 1 | 01890 | 972.000 |
972.000 |
$100.000 |
LF | 2.0 |
| 0100 | DELINEATOR FOR G/R BI DIRECTIONAL WHITE | 01987 | 7.000 |
7.000 |
$13.000 |
EACH | 0.0 |
| 0105 | RELOCATE TEMP CONC BARRIER | 02003 | 640.000 |
640.000 |
$44.000 |
LF | 0.6 |
| 0110 | BARRICADE-TYPE III | 02014 | 4.000 |
4.000 |
$200.000 |
EACH | 0.0 |
| 0115 | TEMP DITCH | 02159 | 1,550.000 |
1,550.000 |
$1.650 |
LF | 0.1 |
| 0120 | CLEAN TEMP DITCH | 02160 | 775.000 |
775.000 |
$2.250 |
LF | 0.0 |
| 0125 | ROADWAY EXCAVATION | 02200 | 48,269.000 |
48,269.000 |
$14.000 |
CUYD | 14.0 |
| 0130 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | 215.000 |
215.000 |
$13.000 |
CUYD | 0.1 |
| 0135 | GRANULAR EMBANKMENT (REVISED 5-20-26) | 02223 | 6,094.000 |
6,094.000 |
$50.000 |
CUYD | 6.3 |
| 0140 | WATER | 02242 | 117.000 |
117.000 |
$1.000 |
MGAL | 0.0 |
| 0145 | G/R TERMINAL SECTION NO 1 | 02360 | 8.000 |
8.000 |
$65.000 |
EACH | 0.0 |
| 0150 | G/R END TREATMENT TYPE 7 | 02371 | 2.000 |
2.000 |
$1,700.000 |
EACH | 0.1 |
| 0155 | REMOVE G/R | 02381 | 1,077.000 |
1,077.000 |
$3.850 |
LF | 0.1 |
| 0160 | TEMP G/R | 02397 | 612.500 |
612.500 |
$18.750 |
LF | 0.2 |
| 0165 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 61.000 |
61.000 |
$300.000 |
EACH | 0.4 |
| 0170 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | 3.000 |
3.000 |
$300.000 |
EACH | 0.0 |
| 0175 | WITNESS R/W MONUMENT TYPE 2 | 02431 | 3.000 |
3.000 |
$200.000 |
EACH | 0.0 |
| 0180 | WITNESS POST | 02432 | 3.000 |
3.000 |
$200.000 |
EACH | 0.0 |
| 0185 | CHANNEL LINING CLASS II | 02483 | 115.000 |
115.000 |
$70.000 |
TON | 0.2 |
| 0190 | CHANNEL LINING CLASS III | 02484 | 83.000 |
83.000 |
$71.000 |
TON | 0.1 |
| 0195 | CLEARING AND GRUBBING APPROX. 15.4 ACRES | 02545 | 1.000 |
1.000 |
$46,500.000 |
LS | 1.0 |
| 0200 | CONCRETE-CLASS B | 02555 | 100.000 |
100.000 |
$2,000.000 |
CUYD | 4.1 |
| 0205 | TEMPORARY SIGNS | 02562 | 500.000 |
500.000 |
$15.000 |
SQFT | 0.2 |
| 0210 | EDGE KEY | 02585 | 68.000 |
68.000 |
$53.500 |
LF | 0.1 |
| 0215 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | 66.000 |
66.000 |
$6.500 |
SQYD | 0.0 |
| 0220 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 1,997.000 |
1,997.000 |
$2.000 |
SQYD | 0.1 |
| 0225 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$100,000.000 |
LS | 2.1 |
| 0230 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$14,000.000 |
LS | 0.3 |
| 0235 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 0240 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
2.000 |
$9,000.000 |
EACH | 0.4 |
| 0245 | SAFELOADING | 02690 | 4.000 |
4.000 |
$230.000 |
CUYD | 0.0 |
| 0250 | EDGELINE RUMBLE STRIPS | 02697 | 5,705.000 |
5,705.000 |
$1.100 |
LF | 0.1 |
| 0255 | TEMP SILT FENCE | 02701 | 1,550.000 |
1,550.000 |
$3.000 |
LF | 0.1 |
| 0260 | SILT TRAP TYPE A | 02703 | 16.000 |
16.000 |
$250.000 |
EACH | 0.1 |
| 0265 | SILT TRAP TYPE B | 02704 | 16.000 |
16.000 |
$250.000 |
EACH | 0.1 |
| 0270 | SILT TRAP TYPE C | 02705 | 16.000 |
16.000 |
$250.000 |
EACH | 0.1 |
| 0275 | CLEAN SILT TRAP TYPE A | 02706 | 16.000 |
16.000 |
$240.000 |
EACH | 0.1 |
| 0280 | CLEAN SILT TRAP TYPE B | 02707 | 16.000 |
16.000 |
$240.000 |
EACH | 0.1 |
| 0285 | CLEAN SILT TRAP TYPE C | 02708 | 16.000 |
16.000 |
$240.000 |
EACH | 0.1 |
| 0290 | STAKING | 02726 | 1.000 |
1.000 |
$35,400.000 |
LS | 0.7 |
| 0295 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$200,000.000 |
LS | 4.1 |
| 0300 | CONC BARRIER WALL TYPE 9T | 03171 | 640.000 |
640.000 |
$100.000 |
LF | 1.3 |
| 0305 | TEMP SIGNAL 2 PHASE | 04933 | 2.000 |
2.000 |
$5,000.000 |
EACH | 0.2 |
| 0310 | EROSION CONTROL BLANKET | 05950 | 3,292.000 |
3,292.000 |
$2.550 |
SQYD | 0.2 |
| 0315 | TEMP MULCH | 05952 | 49,713.000 |
49,713.000 |
$0.250 |
SQYD | 0.3 |
| 0320 | TEMP SEEDING AND PROTECTION | 05953 | 37,285.000 |
37,285.000 |
$0.270 |
SQYD | 0.2 |
| 0325 | INITIAL FERTILIZER | 05963 | 1.800 |
1.800 |
$1,700.000 |
TON | 0.1 |
| 0330 | MAINTENANCE FERTILIZER | 05964 | 3.000 |
3.000 |
$1,700.000 |
TON | 0.1 |
| 0335 | SEEDING AND PROTECTION | 05985 | 54,887.000 |
54,887.000 |
$0.570 |
SQYD | 0.6 |
| 0340 | AGRICULTURAL LIMESTONE | 05992 | 34.000 |
34.000 |
$125.000 |
TON | 0.1 |
| 0345 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 3,700.000 |
3,700.000 |
$0.180 |
LF | 0.0 |
| 0350 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 490.000 |
490.000 |
$0.220 |
LF | 0.0 |
| 0355 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | 14,376.000 |
14,376.000 |
$0.250 |
LF | 0.1 |
| 0360 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 36.000 |
36.000 |
$12.000 |
LF | 0.0 |
| 0365 | PAVE MARKING-THERMO CURV ARROW | 06574 | 8.000 |
8.000 |
$125.000 |
EACH | 0.0 |
| 0370 | PAVE MARKING-THERMO ONLY | 06576 | 1.000 |
1.000 |
$300.000 |
EACH | 0.0 |
| 0375 | CRASH CUSHION TY 6 CLASS T TL2 | 08911 | 2.000 |
2.000 |
$15,000.000 |
EACH | 0.6 |
| 0380 | FUEL ADJUSTMENT | 10020NS | 20,939.000 |
20,939.000 |
$1.000 |
DOLL | 0.4 |
| 0385 | ASPHALT ADJUSTMENT | 10030NS | 21,284.000 |
21,284.000 |
$1.000 |
DOLL | 0.4 |
| 0390 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | 23.000 |
23.000 |
$10.000 |
LF | 0.0 |
| 0395 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | 812.500 |
812.500 |
$33.500 |
LF | 0.6 |
| 0400 | WATER BLASTING EXISTING STRIPE | 22664EN | 1,000.000 |
1,000.000 |
$2.500 |
LF | 0.1 |
| 0405 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 1,094.000 |
1,094.000 |
$9.000 |
SQYD | 0.2 |
| 0410 | PAVE STRIPING-CHEVRON MARKINGS | 23791EC | 644.000 |
644.000 |
$6.500 |
SQFT | 0.1 |
| 0595 | STRUCTURE DEMOLITION (OLD GARAGE @ STA 119+00) (ADDED 5-6-26) | 02191 | 1.000 |
1.000 |
$6,800.000 |
EACH | 0.1 |
Category Total $2,175,963.51 |
| SM- Project | DE03609792609 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0415 | ENTRANCE PIPE-18 IN | 00441 | 36.000 |
36.000 |
$86.000 |
LF | 0.1 |
| 0420 | ENTRANCE PIPE-24 IN | 00443 | 60.000 |
60.000 |
$94.000 |
LF | 0.1 |
| 0425 | ENTRANCE PIPE-15 IN EQUIV | 00450 | 134.000 |
134.000 |
$82.000 |
LF | 0.2 |
| 0430 | CULVERT PIPE-36 IN | 00468 | 170.000 |
170.000 |
$161.000 |
LF | 0.6 |
| 0435 | STORM SEWER PIPE-15 IN | 00521 | 272.000 |
272.000 |
$103.000 |
LF | 0.6 |
| 0440 | STORM SEWER PIPE-18 IN | 00522 | 60.000 |
60.000 |
$110.000 |
LF | 0.1 |
| 0445 | STORM SEWER PIPE-24 IN EQUIV | 00554 | 157.000 |
157.000 |
$118.000 |
LF | 0.4 |
| 0450 | STORM SEWER PIPE-30 IN EQUIV | 00556 | 174.000 |
174.000 |
$136.000 |
LF | 0.5 |
| 0455 | PIPE CULVERT HEADWALL-30 IN EQUIV | 01211 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.1 |
| 0460 | PIPE CULVERT HEADWALL-36 IN | 01212 | 2.000 |
2.000 |
$3,800.000 |
EACH | 0.2 |
| 0465 | S & F BOX INLET-OUTLET-36 IN | 01453 | 2.000 |
2.000 |
$4,900.000 |
EACH | 0.2 |
| 0470 | DROP BOX INLET TYPE 3 | 01496 | 1.000 |
1.000 |
$2,900.000 |
EACH | 0.1 |
| 0475 | DROP BOX INLET TYPE 6D | 01529 | 7.000 |
7.000 |
$2,800.000 |
EACH | 0.4 |
| 0480 | DROP BOX INLET TYPE 7 | 01538 | 1.000 |
1.000 |
$6,800.000 |
EACH | 0.1 |
| 0485 | DRAINAGE JUNCTION BOX TY B | 23952EC | 1.000 |
1.000 |
$3,560.000 |
EACH | 0.1 |
| 0490 | PIPELINE INSPECTION | 24814EC | 561.000 |
561.000 |
$8.000 |
LF | 0.1 |
Category Total $183,648.00 |
| SM- Project | DE03609792609 | CATEGORY NUMBER | 0004 | CATEGORY Description | STRUCTURE 28957 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0495 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$235,000.000 |
LS | 4.9 |
| 0500 | CONCRETE-CLASS A | 08100 | 125.900 |
125.900 |
$2,000.000 |
CUYD | 5.2 |
| 0505 | STEEL REINFORCEMENT | 08150 | 17,681.000 |
17,681.000 |
$3.000 |
LB | 1.1 |
| 0510 | LOW FLOW DIVERSION CURB | 08410 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.4 |
Category Total $559,843.00 |
| SM- Project | DE03609792609 | CATEGORY NUMBER | 0005 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0515 | W ENCASEMENT STEEL BORED RANGE 2 | 14007 | 110.000 |
110.000 |
$142.000 |
LF | 0.3 |
| 0520 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | 115.000 |
115.000 |
$163.000 |
LF | 0.4 |
| 0525 | W FLUSH HYDRANT ASSEMBLY | 14022 | 4.000 |
4.000 |
$850.000 |
EACH | 0.1 |
| 0530 | W FLUSH HYDRANT ASSEMBLY | 14022 | 1.000 |
1.000 |
$850.000 |
EACH | 0.0 |
| 0535 | W PIPE DUCTILE IRON 04 INCH | 14035 | 250.000 |
250.000 |
$46.000 |
LF | 0.2 |
| 0540 | W PIPE DUCTILE IRON 04 INCH | 14035 | 79.000 |
79.000 |
$46.000 |
LF | 0.1 |
| 0545 | W PIPE DUCTILE IRON 08 INCH | 14037 | 1,400.000 |
1,400.000 |
$64.000 |
LF | 1.9 |
| 0550 | W PIPE DUCTILE IRON 08 INCH | 14037 | 65.000 |
65.000 |
$64.000 |
LF | 0.1 |
| 0555 | W PIPE PVC 04 INCH | 14058 | 500.000 |
500.000 |
$48.000 |
LF | 0.5 |
| 0560 | W PIPE PVC 08 INCH | 14060 | 2,600.000 |
2,600.000 |
$42.000 |
LF | 2.3 |
| 0565 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | 25.000 |
25.000 |
$610.000 |
EACH | 0.3 |
| 0570 | W TIE-IN 08 INCH | 14095 | 3.000 |
3.000 |
$2,310.000 |
EACH | 0.1 |
| 0575 | W VALVE 04 INCH | 14104 | 4.000 |
4.000 |
$1,880.000 |
EACH | 0.2 |
| 0580 | W VALVE 08 INCH | 14106 | 11.000 |
11.000 |
$1,820.000 |
EACH | 0.4 |
Category Total $330,429.00 |
| SM- Project | DE03609792609 | CATEGORY NUMBER | 0006 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0585 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$200,000.000 |
LS | 4.1 |
| 0590 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$72,000.000 |
LS | 1.5 |
Category Total $272,000.00 |