|
Report_Id: 255382 Est NO 0001 |
Date:01/12/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 255382 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02300) Puckett, Miles B. | ||||||
| Contractor | GALUSHA CONTRACTING LLC | ADDR SN 0 VC Code KS0004978 | |||||
| , , | |||||||
| Pay Period | 09/10/2025 TO 12/31/2025 | ||||||
| Date Approved | 01/11/2026 | ||||||
| Primary Proj Number | BR05401382500 | ||||||
| Project No. | STP BRZ 9030 (500) | ||||||
| Primary County | HOPKINS | ||||||
| Name of Road | KY 138 | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 138 OVER POND RIVER (054B00009N) | ||||||
| Date Let | 07/24/2025 | Formal Acceptance | |||||
| Date Awarded | 08/06/2025 | Date Work Began | 12/01/2025 | ||||
| Date Contract Executed | 09/10/2025 | Open To Traffic | |||||
| Date NTP Issued | 09/10/2025 | Actual Completion Date | |||||
| Current Contract Amount | $6,633,270.80 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $6,633,270.80 |
Total Earnings | $190,377.34 |
$0.00 |
$190,377.34 |
|
| Percent Complete | 5.78 |
Stockpiled Materials | $193,288.20 |
$0.00 |
$193,288.20 |
|
| Funds Available | $6,249,605.26 |
Gross Earnings | $383,665.54 |
$0.00 |
$383,665.54 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $383,665.54 |
$0.00 |
$383,665.54 |
|||
| Contract Id | 255382 | Change Order Summary |
County | HOPKINS | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (500) | |||||||
| Contractor | GALUSHA CONTRACTING LLC | Period | 09/10/2025 TO 12/31/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 255382 | COMMONWEALTH OF KENTUCKY |
County | HOPKINS | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR05401382500 | ||||||
| Estimate Nbr | 0001 | Period | 09/10/2025 TO 12/31/2025 | |||||||
| Contractor | GALUSHA CONTRACTING LLC | |||||||||
| Project | BR05401382500 | Fed/State Project Number | STP BRZ 9030 (500) | Category | ||||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| Project | BR05401382500 | Fed/State Project Number | STP BRZ 9030 (500) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 5,517.00 | 5,517.000 | 195.180 | 0.000 | 195.180 | 38.00 | 7,416.84 | 7,416.84 | |
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 123.00 | 123.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 49.00 | 49.000 | 0.000 | 0.000 | 358.24 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 1,380.00 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,058.00 | 3,058.000 | 0.000 | 0.000 | 119.00 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 575.00 | 575.000 | 0.000 | 0.000 | 156.25 | 0.00 | |||
| Project | BR05401382500 | Fed/State Project Number | STP BRZ 9030 (500) | Category | 0002 DRAINAGE | |||||||
| 0035 | CULVERT PIPE-18 IN | 00462 | LF | 195.00 | 195.000 | 124.000 | 0.000 | 124.000 | 187.00 | 23,188.00 | 23,188.00 | |
| 0040 | REMOVE PIPE | 01310 | LF | 139.00 | 139.000 | 0.000 | 0.000 | 6.75 | 0.00 | |||
| 0045 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,110.00 | 0.00 | |||
| 0050 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 9,285.00 | 0.00 | |||
| 0055 | FLUME INLET TYPE 2 | 01691 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| Project | BR05401382500 | Fed/State Project Number | STP BRZ 9030 (500) | Category | 0003 ROADWAY | |||||||
| 0060 | ASPHALT WEDGE CURB | 01897 | LF | 87.00 | 87.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0065 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0070 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0075 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0080 | REMOVE PAVEMENT | 02091 | SQYD | 2,083.00 | 2,083.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 0085 | SPECIAL EXCAVATION | 02204 | CUYD | 1,072.00 | 1,072.000 | 0.000 | 0.000 | 7.26 | 0.00 | |||
| 0090 | GRANULAR EMBANKMENT | 02223 | CUYD | 3,058.00 | 3,058.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0095 | EMBANKMENT IN PLACE | 02230 | CUYD | 20,610.00 | 20,610.000 | 5,970.000 | 0.000 | 5,970.000 | 24.25 | 144,772.50 | 144,772.50 | |
| 0100 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,737.50 | 1,737.500 | 0.000 | 0.000 | 32.50 | 0.00 | |||
| 0105 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0110 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,700.00 | 0.00 | |||
| 0115 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,050.00 | 0.00 | |||
| 0120 | REMOVE GUARDRAIL | 02381 | LF | 1,998.00 | 1,998.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0125 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,900.00 | 0.00 | |||
| 0130 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 61.00 | 0.00 | |||
| 0135 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 0140 | WITNESS POST | 02432 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 152.00 | 0.00 | |||
| 0145 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 30,000.00 | 15,000.00 | 15,000.00 | |
| 0150 | CONCRETE-CLASS B | 02555 | CUYD | 200.00 | 200.000 | 0.000 | 0.000 | 1,020.00 | 0.00 | |||
| 0155 | TEMPORARY SIGNS | 02562 | SQFT | 81.00 | 81.000 | 0.000 | 0.000 | 16.05 | 0.00 | |||
| 0160 | EDGE KEY | 02585 | LF | 93.00 | 93.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0165 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 906.00 | 906.000 | 0.000 | 0.000 | 2.05 | 0.00 | |||
| 0170 | REMOVE HEADWALL | 02625 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 369.00 | 0.00 | |||
| 0175 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0180 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 10,500.00 | 0.00 | |||
| 0185 | SHOULDER RUMBLE STRIPS | 02696 | LF | 4,199.00 | 4,199.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0190 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 45,000.00 | 0.00 | |||
| 0195 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 356,940.00 | 0.00 | |||
| 0200 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 0205 | PAVE STRIPING-THERMO-4 IN W | 06540 | LF | 786.00 | 786.000 | 0.000 | 0.000 | 1.15 | 0.00 | |||
| 0210 | PAVE STRIPING-THERMO-4 IN Y | 06541 | LF | 636.00 | 636.000 | 0.000 | 0.000 | 1.15 | 0.00 | |||
| 0215 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 3,413.00 | 3,413.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0220 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 4,154.00 | 4,154.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0225 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 750.00 | 750.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0230 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 750.00 | 750.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0235 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0240 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 60.00 | 60.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0245 | FUEL ADJUSTMENT | 10020NS | DOLL | 10,829.00 | 10,829.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0250 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 14,125.00 | 14,125.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0255 | OBJECT MARKER TY 3 | 20191ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0260 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 427.84 | 0.00 | |||
| 0265 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 21,500.00 | 0.00 | |||
| 0270 | DRAIN POND | 23649EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,483.00 | 0.00 | |||
| 0275 | PIPELINE INSPECTION | 24814EC | LF | 202.00 | 202.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0280 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 4.90 | 4.900 | 0.000 | 0.000 | 770.00 | 0.00 | |||
| 0285 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,450.00 | 0.00 | |||
| 0290 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0295 | TURF REINFORCEMENT MAT | 40033 | SQYD | 815.00 | 815.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| Project | BR05401382500 | Fed/State Project Number | STP BRZ 9030 (500) | Category | 0004 BRIDGE | |||||||
| 0300 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 180.00 | 180.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 0305 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 94.00 | 0.00 | |||
| 0310 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 175,000.00 | 0.00 | |||
| 0315 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,700.00 | 1,700.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0320 | TEST PILES | 08033 | LF | 405.00 | 405.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0325 | PILES-STEEL HP14X89 | 08051 | LF | 4,570.00 | 4,570.000 | 0.000 | 0.000 | 116.66 | 0.00 | |||
| 0330 | PILE POINTS-14 IN | 08095 | EACH | 58.00 | 58.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 0335 | CONCRETE-CLASS A | 08100 | CUYD | 355.00 | 355.000 | 0.000 | 0.000 | 1,244.00 | 0.00 | |||
| 0340 | CONCRETE-CLASS AA | 08104 | CUYD | 405.00 | 405.000 | 0.000 | 0.000 | 1,280.00 | 0.00 | |||
| 0345 | MECHANICAL REINF COUPLER #11 | 08136 | EACH | 128.00 | 128.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0350 | STEEL REINFORCEMENT | 08150 | LB | 66,000.00 | 66,000.000 | 0.000 | 0.000 | 1.54 | 0.00 | |||
| 0355 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 108,689.00 | 108,689.000 | 0.000 | 0.000 | 1.67 | 0.00 | |||
| 0360 | CONCRETE SEALING | 23378EC | SQFT | 29,800.00 | 29,800.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0365 | PPC I-BEAM TYPE HN 66-49 | 24098EC | LF | 1,460.00 | 1,460.000 | 0.000 | 0.000 | 763.00 | 0.00 | |||
| 0370 | RAIL SYSTEM TYPE C411 | 24877ED | LF | 733.50 | 733.500 | 0.000 | 0.000 | 492.00 | 0.00 | |||
| 0375 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| Project | BR05401382500 | Fed/State Project Number | STP BRZ 9030 (500) | Category | 0005 TRAFFIC | |||||||
| 0380 | CABLE-NO. 14/5C | 04844 | LF | 315.00 | 315.000 | 0.000 | 0.000 | 6.05 | 0.00 | |||
| 0385 | MESSENGER-10800 LB | 04885 | LF | 89.00 | 89.000 | 0.000 | 0.000 | 11.60 | 0.00 | |||
| 0390 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0395 | INSTALL LED BEACON-12 IN | 20408ES835 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0400 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 6.80 | 6.800 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0405 | INSTALL-BEACON CONTROLLER-2 CIRCUIT | 24526ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 19,700.00 | 0.00 | |||
| 0410 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| Project | BR05401382500 | Fed/State Project Number | STP BRZ 9030 (500) | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0415 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 308,000.00 | 0.00 | |||
| 0420 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 93,300.00 | 0.00 | |||
| SUBTOT | $190,377.34 |
$190,377.34 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0325-1-0I |
PILES | LF |
3,360.00 | 0001 | $57.526250 | 193,288.20 | $193,288.20 | |||||
| SUBTOT | $193,288.20 |
|||||||||||