|
Report_Id: 255395 Est NO 0001 |
Date:02/02/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 255395 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04320) Farmer, Thomas Eric | ||||||
| Contractor | HAYDON BRIDGE COMPANY INC | ADDR SN 0 VC Code KY0028996 | |||||
| PO BOX 175 | |||||||
| SPRINGFIELD , KY , 40069 | |||||||
| Pay Period | 12/30/2025 TO 01/23/2026 | ||||||
| Date Approved | 02/01/2026 | ||||||
| Primary Proj Number | BR07802892500 | ||||||
| Project No. | STP BRZ 9030 (513) | ||||||
| Primary County | MARION | ||||||
| Name of Road | KY 289 | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 289 OVER ROLLING FORK (078B00023N ) | ||||||
| Date Let | 11/20/2025 | Formal Acceptance | |||||
| Date Awarded | 12/02/2025 | Date Work Began | 01/20/2026 | ||||
| Date Contract Executed | 12/30/2025 | Open To Traffic | |||||
| Date NTP Issued | 12/30/2025 | Actual Completion Date | |||||
| Current Contract Amount | $3,549,706.35 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,549,706.35 |
Total Earnings | $127,674.00 |
$0.00 |
$127,674.00 |
|
| Percent Complete | 3.60 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $3,422,032.35 |
Gross Earnings | $127,674.00 |
$0.00 |
$127,674.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $127,674.00 |
$0.00 |
$127,674.00 |
|||
| Contract Id | 255395 | Change Order Summary |
County | MARION | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (513) | |||||||
| Contractor | HAYDON BRIDGE COMPANY INC | Period | 12/30/2025 TO 01/23/2026 | |||||||
| 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 | 255395 | COMMONWEALTH OF KENTUCKY |
County | MARION | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR07802892500 | ||||||
| Estimate Nbr | 0001 | Period | 12/30/2025 TO 01/23/2026 | |||||||
| Contractor | HAYDON BRIDGE COMPANY INC | |||||||||
| Project | BR07802892500 | Fed/State Project Number | STP BRZ 9030 (513) | 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 | BR07802892500 | Fed/State Project Number | STP BRZ 9030 (513) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 2,434.00 | 2,434.000 | 0.000 | 0.000 | 41.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 16.00 | 16.000 | 0.000 | 0.000 | 215.77 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 2,079.35 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,245.00 | 1,245.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 194.00 | 194.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 685.19 | 0.00 | |||
| Project | BR07802892500 | Fed/State Project Number | STP BRZ 9030 (513) | Category | 0002 ROADWAY | |||||||
| 0035 | ENTRANCE PIPE-15 IN | 00440 | LF | 58.00 | 58.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0040 | ENTRANCE PIPE-18 IN | 00441 | LF | 96.00 | 96.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0045 | REMOVE PIPE | 01310 | LF | 102.00 | 102.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0050 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,300.00 | 0.00 | |||
| 0055 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 16.35 | 0.00 | |||
| 0060 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 2.000 | 0.000 | 2.000 | 225.00 | 450.00 | 450.00 | |
| 0065 | REMOVE PAVEMENT | 02091 | SQYD | 404.00 | 404.000 | 0.000 | 0.000 | 10.75 | 0.00 | |||
| 0070 | ROADWAY EXCAVATION | 02200 | CUYD | 19,033.00 | 19,033.000 | 1,404.000 | 0.000 | 1,404.000 | 18.50 | 25,974.00 | 25,974.00 | |
| 0075 | GRANULAR EMBANKMENT | 02223 | CUYD | 4,331.00 | 4,331.000 | 0.000 | 0.000 | 57.00 | 0.00 | |||
| 0080 | REMOVE FENCE | 02265 | LF | 284.00 | 284.000 | 0.000 | 0.000 | 9.21 | 0.00 | |||
| 0085 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 737.50 | 737.500 | 0.000 | 0.000 | 32.87 | 0.00 | |||
| 0090 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 82.12 | 0.00 | |||
| 0095 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,551.47 | 0.00 | |||
| 0100 | REMOVE GUARDRAIL | 02381 | LF | 294.00 | 294.000 | 0.000 | 0.000 | 4.14 | 0.00 | |||
| 0105 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 191.26 | 0.00 | |||
| 0110 | WITNESS POST | 02432 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 161.46 | 0.00 | |||
| 0115 | CHANNEL LINING CLASS II | 02483 | TON | 1,537.00 | 1,537.000 | 0.000 | 0.000 | 44.50 | 0.00 | |||
| 0120 | CLEARING AND GRUBBING Area ~4 acres | 02545 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 75,000.00 | 18,750.00 | 18,750.00 | |
| 0125 | TEMPORARY SIGNS | 02562 | SQFT | 216.00 | 216.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0130 | EDGE KEY | 02585 | LF | 42.00 | 42.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0135 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 2,458.00 | 2,458.000 | 0.000 | 0.000 | 3.20 | 0.00 | |||
| 0140 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0145 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 30,000.00 | 0.00 | |||
| 0150 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0155 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0160 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 95,000.00 | 0.00 | |||
| 0165 | EROSION CONTROL BLANKET | 05950 | SQYD | 122.00 | 122.000 | 0.000 | 0.000 | 3.31 | 0.00 | |||
| 0170 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 38.50 | 38.500 | 0.000 | 0.000 | 53.40 | 0.00 | |||
| 0175 | STEEL POST TYPE 1 | 06410 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 35.60 | 0.00 | |||
| 0180 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 3,036.00 | 3,036.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 0185 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 486.00 | 486.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0190 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 486.00 | 486.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0195 | REMOVE SIGN | 21373ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 47.62 | 0.00 | |||
| 0200 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0205 | BARCODE SIGN INVENTORY | 24631EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 47.62 | 0.00 | |||
| 0210 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,170.68 | 0.00 | |||
| 0215 | HISTORIC BRONZE PLAQUE | 26266EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0220 | INSTALL HISTORIC BRONZE PLAQUE | 26267EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| Project | BR07802892500 | Fed/State Project Number | STP BRZ 9030 (513) | Category | 0003 BRIDGE | |||||||
| 0225 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 184.00 | 184.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0230 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0235 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 165,000.00 | 0.00 | |||
| 0240 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,860.00 | 1,860.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0245 | TEST PILES | 08033 | LF | 55.00 | 55.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0250 | PRE-DRILLING FOR PILES | 08039 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 365.00 | 0.00 | |||
| 0255 | PILES-STEEL HP14X89 | 08051 | LF | 216.00 | 216.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0260 | PILE POINTS-14 IN | 08095 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 260.00 | 0.00 | |||
| 0265 | CONCRETE-CLASS A | 08100 | CUYD | 155.00 | 155.000 | 0.000 | 0.000 | 1,350.00 | 0.00 | |||
| 0270 | CONCRETE-CLASS AA | 08104 | CUYD | 237.00 | 237.000 | 0.000 | 0.000 | 1,350.00 | 0.00 | |||
| 0275 | STEEL REINFORCEMENT | 08150 | LB | 18,503.00 | 18,503.000 | 0.000 | 0.000 | 2.82 | 0.00 | |||
| 0280 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 58,795.00 | 58,795.000 | 0.000 | 0.000 | 2.07 | 0.00 | |||
| 0285 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 48.00 | 48.000 | 0.000 | 0.000 | 3,250.00 | 0.00 | |||
| 0290 | DRILLED SHAFT 60 IN-COMMON | 20744ED | LF | 22.00 | 22.000 | 0.000 | 0.000 | 3,250.00 | 0.00 | |||
| 0295 | ROCK SOUNDINGS | 20745ED | LF | 20.00 | 20.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0300 | ROCK CORINGS | 20746ED | LF | 104.00 | 104.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 0305 | CONCRETE SEALING | 23378EC | SQFT | 18,650.00 | 18,650.000 | 0.000 | 0.000 | 1.87 | 0.00 | |||
| 0310 | DECK DRAIN | 23813EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0315 | PPC I-BEAM TYPE HN 42-49 | 23981EC | LF | 720.00 | 720.000 | 0.000 | 0.000 | 775.00 | 0.00 | |||
| 0320 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 486.00 | 486.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0325 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| Project | BR07802892500 | Fed/State Project Number | STP BRZ 9030 (513) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0330 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 165,000.00 | 82,500.00 | 82,500.00 | |
| 0335 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,349.00 | 0.00 | |||
| SUBTOT | $127,674.00 |
$127,674.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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