|
Report_Id: 265404 Est NO 0001 |
Date:05/11/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 265404 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | FLEMINGSBURG (09300) Smith, Hayden J. | ||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | ADDR SN 0 VC Code KY0036479 | |||||
| PO BOX 337 | |||||||
| WEST LIBERTY , KY , 41472 | |||||||
| Pay Period | 03/18/2026 TO 05/01/2026 | ||||||
| Date Approved | 05/10/2026 | ||||||
| Primary Proj Number | BR09100322600 | ||||||
| Project No. | STP BRZ 9030 (522) | ||||||
| Primary County | NICHOLAS | ||||||
| Name of Road | KY 32 | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 32 OVER FLEMING CREEK (091B00012N ) | ||||||
| Date Let | 02/19/2026 | Formal Acceptance | |||||
| Date Awarded | 03/03/2026 | Date Work Began | 04/20/2026 | ||||
| Date Contract Executed | 03/18/2026 | Open To Traffic | |||||
| Date NTP Issued | 03/18/2026 | Actual Completion Date | |||||
| Current Contract Amount | $2,049,227.15 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,049,227.15 |
Total Earnings | $73,796.00 |
$0.00 |
$73,796.00 |
|
| Percent Complete | 3.60 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,975,431.15 |
Gross Earnings | $73,796.00 |
$0.00 |
$73,796.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $73,796.00 |
$0.00 |
$73,796.00 |
|||
| Contract Id | 265404 | Change Order Summary |
County | NICHOLAS | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (522) | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | Period | 03/18/2026 TO 05/01/2026 | |||||||
| 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 | 265404 | COMMONWEALTH OF KENTUCKY |
County | NICHOLAS | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR09100322600 | ||||||
| Estimate Nbr | 0001 | Period | 03/18/2026 TO 05/01/2026 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | |||||||||
| Project | BR09100322600 | Fed/State Project Number | STP BRZ 9030 (522) | 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 | BR09100322600 | Fed/State Project Number | STP BRZ 9030 (522) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 2,613.00 | 2,613.000 | 0.000 | 0.000 | 51.00 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 202.00 | 202.000 | 0.000 | 0.000 | 44.00 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 23.00 | 23.000 | 0.000 | 0.000 | 255.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 138.00 | 138.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,250.00 | 1,250.000 | 0.000 | 0.000 | 101.00 | 0.00 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 254.00 | 254.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0045 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 128.00 | 128.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| Project | BR09100322600 | Fed/State Project Number | STP BRZ 9030 (522) | Category | 0002 ROADWAY | |||||||
| 0050 | ENTRANCE PIPE-12 IN | 00439 | LF | 34.00 | 34.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0055 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0060 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 16.89 | 0.00 | |||
| 0065 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 17.79 | 0.00 | |||
| 0070 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0075 | REMOVE PAVEMENT | 02091 | SQYD | 441.00 | 441.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0080 | ROADWAY EXCAVATION | 02200 | CUYD | 4,004.00 | 4,004.000 | 800.000 | 0.000 | 800.000 | 20.00 | 16,000.00 | 16,000.00 | |
| 0085 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 125.00 | 125.000 | 0.000 | 0.000 | 37.38 | 0.00 | |||
| 0090 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 89.67 | 0.00 | |||
| 0095 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,864.00 | 0.00 | |||
| 0100 | GUARDRAIL END TREATMENT TYPE 2M | 02370 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,080.65 | 0.00 | |||
| 0105 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0110 | WITNESS POST | 02432 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0115 | CHANNEL LINING CLASS II | 02483 | TON | 112.00 | 112.000 | 27.050 | 0.000 | 27.050 | 50.00 | 1,352.50 | 1,352.50 | |
| 0120 | CHANNEL LINING CLASS III | 02484 | TON | 211.00 | 211.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0125 | CLEARING AND GRUBBING APPROX. LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.750 | 0.000 | 0.750 | 7,500.00 | 5,625.00 | 5,625.00 | |
| 0130 | TEMPORARY SIGNS | 02562 | SQFT | 160.00 | 160.000 | 150.000 | 0.000 | 150.000 | 14.50 | 2,175.00 | 2,175.00 | |
| 0135 | EDGE KEY | 02585 | LF | 69.00 | 69.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0140 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 323.00 | 323.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0145 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0150 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0155 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0160 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,197.00 | 2,197.000 | 0.000 | 0.000 | 3.32 | 0.00 | |||
| 0165 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 29.25 | 29.250 | 0.000 | 0.000 | 51.12 | 0.00 | |||
| 0170 | STEEL POST TYPE 1 | 06410 | LF | 35.00 | 35.000 | 0.000 | 0.000 | 33.56 | 0.00 | |||
| 0175 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 5,580.00 | 5,580.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0180 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 5,500.00 | 5,500.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0185 | OBJECT MARKER TY 3 | 20191ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 32.20 | 0.00 | |||
| 0190 | LONGITUDINAL EDGE KEY | 21289ED | LF | 645.00 | 645.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 0195 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 10,000.00 | 1,000.00 | 1,000.00 | |
| 0200 | BARCODE SIGN INVENTORY | 24631EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 51.81 | 0.00 | |||
| 0205 | THRIE BEAM GUARDRAIL TRANSITION TL-3 ITEM NO. 25078ED THRIE BEAM GUARDRAIL T | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,129.00 | 0.00 | |||
| 0210 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| Project | BR09100322600 | Fed/State Project Number | STP BRZ 9030 (522) | Category | 0003 BRIDGE | |||||||
| 0215 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 119.00 | 119.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0220 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 983.00 | 983.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0225 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 0230 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 65.00 | 65.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0235 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 42.00 | 42.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0240 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 90,000.00 | 0.00 | |||
| 0245 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,315.00 | 1,315.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
| 0250 | TEST PILES | 08033 | LF | 43.00 | 43.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 0255 | PRE-DRILLING FOR PILES | 08039 | LF | 174.00 | 174.000 | 0.000 | 0.000 | 340.00 | 0.00 | |||
| 0260 | PILES-STEEL HP12X53 | 08046 | LF | 165.00 | 165.000 | 0.000 | 0.000 | 185.00 | 0.00 | |||
| 0265 | PILE POINTS-12 IN | 08094 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0270 | CONCRETE-CLASS A | 08100 | CUYD | 190.10 | 190.100 | 0.000 | 0.000 | 1,315.00 | 0.00 | |||
| 0275 | CONCRETE-CLASS AA | 08104 | CUYD | 187.10 | 187.100 | 0.000 | 0.000 | 1,050.00 | 0.00 | |||
| 0280 | STEEL REINFORCEMENT | 08150 | LB | 24,270.00 | 24,270.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0285 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 58,041.00 | 58,041.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
| 0290 | PRECAST PC BOX BEAM SB27 | 08670 | LF | 830.00 | 830.000 | 0.000 | 0.000 | 395.00 | 0.00 | |||
| 0295 | CONCRETE SEALING | 23378EC | SQFT | 11,930.00 | 11,930.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0300 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 339.00 | 339.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| Project | BR09100322600 | Fed/State Project Number | STP BRZ 9030 (522) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0305 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 95,287.00 | 47,643.50 | 47,643.50 | |
| 0310 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 30,285.00 | 0.00 | |||
| SUBTOT | $73,796.00 |
$73,796.00 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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