|
ContID 262948 EST NO 0001 |
Date:10/07/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 262948 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | FLEMINGSBURG (09320) Howe, Robert Brandon | ||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | MARS ADDR SN 0 | |||||
| PO BOX 337 | |||||||
| WEST LIBERTY , KY , 41472 | |||||||
| Pay Period | 09/01/2026 TO 10/05/2026 | ||||||
| Date Approved | 10/06/2026 | ||||||
| Primary Proj Number | MB02200022602 | ||||||
| Project No. | FD52 022 0002 011-012 | ||||||
| Primary County | CARTER | ||||||
| Name of Road | KY 0002 | ||||||
| Description | BRIDGE 022B00070N (KY 0002) OVER BRUSHY CREEK AT MILE POINT 11.2 | ||||||
| Date Let | 08/20/2026 | Formal Acceptance | |||||
| Date Awarded | 08/26/2026 | Date Work Began | 09/17/2026 | ||||
| Date Contract Executed | 09/01/2026 | Open To Traffic | |||||
| Date NTP Issued | 09/01/2026 | Actual Completion Date | |||||
| Current Contract Amount | $1,155,744.70 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,155,744.70 |
Total Earnings | $1,064.00 |
$0.00 |
$1,064.00 |
|
| Percent Complete | 0.09 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,154,680.70 |
Gross Earnings | $1,064.00 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,064.00 |
$0.00 |
1,064.00 |
|||
| Contract Id | 262948 | Change Order Summary |
County | CARTER | ||||||
| Estimate Nbr | 0001 | Project Number | FD52 022 0002 011-012 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | Period | 09/01/2026 TO 10/05/2026 | |||||||
| 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 | 262948 | COMMONWEALTH OF KENTUCKY |
County | CARTER | ||||||
| Contract Type | OPCU CULVERT REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | MB02200022602 | ||||||
| Estimate Nbr | 0001 | Period | 09/01/2026 TO 10/05/2026 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | |||||||||
| Project | MB02200022602 | Fed/State Project Number | FD52 022 0002 011-012 | 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 | MB02200022602 | Fed/State Project Number | FD52 022 0002 011-012 | Category | 0001 PAVING 022B00070N | |||||||
| 0005 | DGA BASE | 00001 | TON | 583.40 | 583.400 | 0.000 | 0.000 | 56.80 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 60.80 | 60.800 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 25.30 | 25.300 | 0.000 | 0.000 | 225.25 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 3.02 | 3.020 | 0.000 | 0.000 | 1,435.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 306.70 | 306.700 | 0.000 | 0.000 | 184.50 | 0.00 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,293.50 | 1,293.500 | 0.000 | 0.000 | 166.85 | 0.00 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 341.20 | 341.200 | 0.000 | 0.000 | 184.50 | 0.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 1.73 | 1.730 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0045 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 461.90 | 461.900 | 0.000 | 0.000 | 48.80 | 0.00 | |||
| Project | MB02200022602 | Fed/State Project Number | FD52 022 0002 011-012 | Category | 0002 ROADWAY 022B00070N | |||||||
| 0055 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0060 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 21.00 | 21.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0065 | DELINEATOR FOR G/R BI DIRECTIONAL WHITE | 01987 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0070 | BARRICADE-TYPE III | 02014 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0075 | TEMP DITCH | 02159 | LF | 613.00 | 613.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0080 | CLEAN TEMP DITCH | 02160 | LF | 307.00 | 307.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0085 | ROADWAY EXCAVATION | 02200 | CUYD | 2,815.00 | 2,815.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0090 | WATER | 02242 | MGAL | 60.00 | 60.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0095 | G/R-W BEAM-S FACE TL-3 | 02351 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 0100 | G/R END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,300.00 | 0.00 | |||
| 0105 | G/R END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
| 0110 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0115 | WITNESS POST | 02432 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0120 | CHANNEL LINING CLASS III (REVISED 8-12-26) | 02484 | TON | 527.00 | 527.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0125 | CLEARING AND GRUBBING ROADWAY KY 2 | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 32,442.00 | 0.00 | |||
| 0130 | TEMPORARY SIGNS | 02562 | SQFT | 336.00 | 336.000 | 112.000 | 0.000 | 112.000 | 9.50 | 1,064.00 | 1,064.00 | |
| 0135 | EDGE KEY | 02585 | LF | 32.00 | 32.000 | 0.000 | 0.000 | 55.75 | 0.00 | |||
| 0140 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0145 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0150 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0155 | EDGELINE RUMBLE STRIPS | 02697 | LF | 2,450.00 | 2,450.000 | 0.000 | 0.000 | 0.05 | 0.00 | |||
| 0160 | TEMP SILT FENCE | 02701 | LF | 613.00 | 613.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0165 | SILT TRAP TYPE A | 02703 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0170 | SILT TRAP TYPE B | 02704 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0175 | SILT TRAP TYPE C | 02705 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0180 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0185 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0190 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0195 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0200 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0205 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,774.00 | 1,774.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0210 | TEMP MULCH | 05952 | SQYD | 9,680.00 | 9,680.000 | 0.000 | 0.000 | 0.56 | 0.00 | |||
| 0215 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 7,260.00 | 7,260.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 0220 | INITIAL FERTILIZER | 05963 | TON | 0.50 | 0.500 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0225 | MAINTENANCE FERTILIZER | 05964 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0230 | SEEDING AND PROTECTION | 05985 | SQYD | 8,302.00 | 8,302.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 0235 | AGRICULTURAL LIMESTONE | 05992 | TON | 6.20 | 6.200 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0240 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 5,350.00 | 5,350.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0245 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 5,350.00 | 5,350.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0250 | JOINT ADHESIVE | 20071EC | LF | 1,450.00 | 1,450.000 | 0.000 | 0.000 | 3.75 | 0.00 | |||
| 0255 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0260 | SAWCUT PAVEMENT | 20550ND | LF | 78.00 | 78.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| Project | MB02200022602 | Fed/State Project Number | FD52 022 0002 011-012 | Category | 0003 DRAINAGE 022B00070N | |||||||
| 0265 | ENTRANCE PIPE-15 IN | 00440 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0270 | CULVERT PIPE-18 IN | 00462 | LF | 46.60 | 46.600 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0275 | CULVERT PIPE-24 IN | 00464 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0280 | METAL END SECTION TY 1-15 IN | 01370 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0285 | SLOPED AND PARALLEL HEADWALL-18 IN | 01444 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 0290 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0295 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0300 | DROP BOX INLET TYPE 15 | 01580 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0305 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 71.00 | 71.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| Project | MB02200022602 | Fed/State Project Number | FD52 022 0002 011-012 | Category | 0004 BRIDGE - 022B00070N | |||||||
| 0310 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0315 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0320 | CONCRETE-CLASS A | 08100 | CUYD | 220.30 | 220.300 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0325 | STEEL REINFORCEMENT | 08150 | LB | 17,028.00 | 17,028.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0330 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 16,768.00 | 16,768.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| Project | MB02200022602 | Fed/State Project Number | FD52 022 0002 011-012 | Category | 0005 UTILITY 022B00070N | |||||||
| 0335 | UTILITY RELOCATION | 24725EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 234,165.00 | 0.00 | |||
| Project | MB02200022602 | Fed/State Project Number | FD52 022 0002 011-012 | Category | 0019 DEMOBILIZATION | |||||||
| 0340 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,080.00 | 0.00 | |||
| SUBTOT | $1,064.00 |
$1,064.000 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
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