Item List 235301 |
Date:09/27/2024 |
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
Contract ID | 235301 | Primary Project Number | BR06420372300 |
Contract Description | VARIOUS ROUTES IN DISTRICT 12 | ||
Primary County | LAWRENCE | Fed/St Number | 121GR23D001-STP BRZ |
Vendor ID | 03645 | Vendor Name | HINKLE CONSTRUCTION SERVICES LLC |
Bid Amount | $ 1,450,237.00 |
SM- Project | BR06414962300 |
Fed/State Number | STP BRZ 9030 (402) |
Project Description | KY 1496 |
*********** |
SM- Project | BR06414962300 | CATEGORY NUMBER | 0001 | CATEGORY Description | BRIDGE - 064B00061N |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0005 | DGA BASE | 00001 | 391.000 |
391.000 |
$43.000 |
TON | 1.2 |
0010 | ASPHALT SEAL AGGREGATE | 00100 | 1.900 |
1.900 |
$1,900.000 |
TON | 0.2 |
0015 | ASPHALT SEAL COAT | 00103 | 0.300 |
0.300 |
$8,000.000 |
TON | 0.2 |
0020 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 117.000 |
117.000 |
$285.000 |
TON | 2.3 |
0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 18.000 |
0.000 |
$528.000 |
TON | 0.7 |
0030 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | 28.000 |
28.000 |
$318.000 |
TON | 0.6 |
0035 | ASPHALT MATERIAL FOR TACK | 00356 | 0.400 |
0.400 |
$750.000 |
TON | 0.0 |
0040 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 17.000 |
17.000 |
$12.000 |
EACH | 0.0 |
0045 | BARRICADE-TYPE III | 02014 | 8.000 |
8.000 |
$179.000 |
EACH | 0.1 |
0050 | ROADWAY EXCAVATION | 02200 | 84.000 |
84.000 |
$29.500 |
CUYD | 0.2 |
0055 | FENCE-TEMP | 02259 | 354.000 |
354.000 |
$19.000 |
LF | 0.5 |
0060 | REMOVE & RESET FENCE | 02267 | 134.000 |
134.000 |
$40.000 |
LF | 0.4 |
0065 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 524.000 |
524.000 |
$38.000 |
LF | 1.4 |
0070 | REMOVE GUARDRAIL | 02381 | 603.000 |
603.000 |
$5.000 |
LF | 0.2 |
0075 | TEMP GUARDRAIL | 02397 | 618.000 |
618.000 |
$22.500 |
LF | 1.0 |
0080 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | 1.000 |
1.000 |
$30,000.000 |
LS | 2.1 |
0085 | TEMPORARY SIGNS | 02562 | 157.000 |
157.000 |
$16.960 |
SQFT | 0.2 |
0090 | EDGE KEY | 02585 | 44.000 |
44.000 |
$50.000 |
LF | 0.2 |
0095 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$35,154.000 |
LS | 2.4 |
0100 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$141,081.000 |
LS | 9.7 |
0105 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
2.000 |
$2,120.000 |
EACH | 0.3 |
0110 | STAKING | 02726 | 1.000 |
1.000 |
$3,714.000 |
LS | 0.3 |
0115 | ARMORED EDGE FOR CONCRETE | 03299 | 56.000 |
56.000 |
$86.000 |
LF | 0.3 |
0120 | TEMP SIGNAL | 04935 | 1.000 |
1.000 |
$15,041.000 |
LS | 1.0 |
0125 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 2,876.000 |
2,876.000 |
$0.750 |
LF | 0.1 |
0130 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | 377.000 |
377.000 |
$2.500 |
LF | 0.1 |
0135 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$7,802.000 |
LS | 0.5 |
0140 | CONCRETE-CLASS A | 08100 | 4.000 |
4.000 |
$3,338.000 |
CUYD | 0.9 |
0145 | CONCRETE-CLASS AA | 08104 | 35.700 |
35.700 |
$2,415.000 |
CUYD | 5.9 |
0150 | STEEL REINFORCEMENT | 08150 | 486.000 |
486.000 |
$3.750 |
LB | 0.1 |
0155 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 4,163.000 |
4,163.000 |
$1.720 |
LB | 0.5 |
0160 | REMOVE SUPERSTRUCTURE | 08301 | 1.000 |
1.000 |
$30,464.000 |
LS | 2.1 |
0165 | PRECAST PC BOX BEAM CB27-48 | 08664 | 476.000 |
476.000 |
$349.000 |
LF | 11.5 |
0170 | EROSION CONTROL | 21415ND | 1.000 |
1.000 |
$8,283.000 |
LS | 0.6 |
0175 | CONCRETE PATCHING REPAIR | 22146EN | 8.000 |
8.000 |
$391.000 |
SQFT | 0.2 |
0180 | WATER BLASTING EXISTING STRIPE | 22664EN | 71.000 |
71.000 |
$35.000 |
LF | 0.2 |
0185 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | 22.000 |
22.000 |
$12.000 |
LF | 0.0 |
0190 | CONCRETE SEALING | 23378EC | 2,723.000 |
2,723.000 |
$3.300 |
SQFT | 0.6 |
0195 | EPOXY INJECTION CRACK REPAIR | 23744EC | 12.000 |
12.000 |
$227.000 |
LF | 0.2 |
0200 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | 133.000 |
133.000 |
$200.000 |
LF | 1.8 |
8000 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 0.000 |
60.000 |
$385.000 |
TON | 0.0 |
8001 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 0.000 |
2.000 |
$3,990.000 |
EACH | 0.0 |
8002 | REIMBURSEMENT 30" x 20' HDPE Dual Wall Pipe | 10299N | 0.000 |
21,620.720 |
$1.000 |
DOLL | 0.0 |
8003 | REIMBURSEMENT 48" x 20' HDPE Dual Wall Pipe | 10299N | 0.000 |
23,995.800 |
$1.000 |
DOLL | 0.0 |
Category Total $735,326.48 |
SM- Project | BR06414962300 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0205 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$11,000.070 |
LS | 0.8 |
Category Total $11,000.07 |
SM- Project | BR06420372300 |
Fed/State Number | STP BRZ 9030 (403) |
Project Description | KY 2037 |
*********** |
SM- Project | BR06420372300 | CATEGORY NUMBER | 0001 | CATEGORY Description | BRIDGE - 064B00069N |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0210 | DGA BASE | 00001 | 169.000 |
169.000 |
$60.000 |
TON | 0.7 |
0215 | TRAFFIC BOUND BASE | 00020 | 33.000 |
33.000 |
$59.000 |
TON | 0.1 |
0220 | ASPHALT SEAL AGGREGATE | 00100 | 1.400 |
1.400 |
$1,900.000 |
TON | 0.2 |
0225 | ASPHALT SEAL COAT | 00103 | 0.200 |
0.200 |
$8,000.000 |
TON | 0.1 |
0230 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 70.000 |
70.000 |
$315.000 |
TON | 1.5 |
0235 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 20.000 |
20.000 |
$448.000 |
TON | 0.6 |
0240 | ASPHALT MATERIAL FOR TACK | 00356 | 0.300 |
0.300 |
$750.000 |
TON | 0.0 |
0245 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 7.000 |
7.000 |
$12.000 |
EACH | 0.0 |
0250 | BARRICADE-TYPE III | 02014 | 11.000 |
11.000 |
$179.000 |
EACH | 0.1 |
0255 | ROADWAY EXCAVATION | 02200 | 108.000 |
108.000 |
$27.000 |
CUYD | 0.2 |
0260 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 147.000 |
147.000 |
$31.000 |
LF | 0.3 |
0265 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
0270 | REMOVE GUARDRAIL | 02381 | 231.000 |
231.000 |
$5.000 |
LF | 0.1 |
0275 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | 1.000 |
1.000 |
$20,000.000 |
LS | 1.4 |
0280 | TEMPORARY SIGNS | 02562 | 105.000 |
105.000 |
$16.960 |
SQFT | 0.1 |
0285 | EDGE KEY | 02585 | 46.000 |
46.000 |
$50.000 |
LF | 0.2 |
0290 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$36,896.000 |
LS | 2.5 |
0295 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
2.000 |
$2,005.000 |
EACH | 0.3 |
0300 | STAKING | 02726 | 1.000 |
1.000 |
$3,514.000 |
LS | 0.2 |
0305 | ARMORED EDGE FOR CONCRETE | 03299 | 56.000 |
56.000 |
$81.000 |
LF | 0.3 |
0310 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | 386.000 |
386.000 |
$2.500 |
LF | 0.1 |
0315 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$12,613.000 |
LS | 0.9 |
0320 | CONCRETE-CLASS AA | 08104 | 63.900 |
63.900 |
$2,232.000 |
CUYD | 9.8 |
0325 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 13,099.000 |
13,099.000 |
$1.720 |
LB | 1.6 |
0330 | REMOVE SUPERSTRUCTURE | 08301 | 1.000 |
1.000 |
$44,064.000 |
LS | 3.0 |
0335 | PRECAST PC BOX BEAM CB12-48 | 08661 | 395.500 |
395.500 |
$293.000 |
LF | 8.0 |
0340 | PRECAST PC BOX BEAM CB17-48 | 08662 | 322.000 |
322.000 |
$398.000 |
LF | 8.8 |
0345 | EROSION CONTROL | 21415ND | 1.000 |
1.000 |
$8,757.000 |
LS | 0.6 |
0350 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | 106.000 |
106.000 |
$36.000 |
LF | 0.3 |
0355 | CONCRETE PATCHING REPAIR | 22146EN | 18.000 |
18.000 |
$352.000 |
SQFT | 0.4 |
0360 | CONCRETE SEALING | 23378EC | 5,591.000 |
5,591.000 |
$3.500 |
SQFT | 1.3 |
0365 | EPOXY INJECTION CRACK REPAIR | 23744EC | 24.000 |
24.000 |
$227.000 |
LF | 0.4 |
0370 | CONCRETE COATING APPROX 292 SF | 24982EC | 1.000 |
1.000 |
$6,411.000 |
LS | 0.4 |
0375 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | 205.300 |
205.300 |
$215.000 |
LF | 3.0 |
Category Total $692,910.38 |
SM- Project | BR06420372300 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0380 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$11,000.070 |
LS | 0.8 |
Category Total $11,000.07 |