|
ContID 255376 EST NO 0001 |
Date:12/03/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 255376 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | ELIZABETHTOWN (04360) Filiatreau, Chad J. | ||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | MARS ADDR SN 0 | |||||
| PO BOX 337 | |||||||
| WEST LIBERTY , KY , 41472 | |||||||
| Pay Period | 06/11/2025 TO 11/26/2025 | ||||||
| Date Approved | 12/02/2025 | ||||||
| Primary Proj Number | BR11500532500 | ||||||
| Project No. | STP BRZ 9030 (482) | ||||||
| Primary County | WASHINGTON | ||||||
| Name of Road | LAWRENCEBURG ROAD (KY 53) | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 53 OVER CHAPLIN RIVER (115B00004N ) | ||||||
| Date Let | 04/24/2025 | Formal Acceptance | |||||
| Date Awarded | 05/06/2025 | Date Work Began | 11/19/2025 | ||||
| Date Contract Executed | 06/11/2025 | Open To Traffic | |||||
| Date NTP Issued | 06/11/2025 | Actual Completion Date | |||||
| Current Contract Amount | $2,587,610.30 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,587,610.30 |
Total Earnings | $55,094.84 |
$0.00 |
$55,094.84 |
|
| Percent Complete | 2.13 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,532,515.46 |
Gross Earnings | $55,094.84 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $55,094.84 |
$0.00 |
55,094.84 |
|||
| Contract Id | 255376 | Change Order Summary |
County | WASHINGTON | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (482) | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | Period | 06/11/2025 TO 11/26/2025 | |||||||
| 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 | 255376 | COMMONWEALTH OF KENTUCKY |
County | WASHINGTON | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR11500532500 | ||||||
| Estimate Nbr | 0001 | Period | 06/11/2025 TO 11/26/2025 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | |||||||||
| Project | BR11500532500 | Fed/State Project Number | STP BRZ 9030 (482) | 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 | BR11500532500 | Fed/State Project Number | STP BRZ 9030 (482) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 298.00 | 298.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 280.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 31.00 | 31.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 256.00 | 256.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 63.00 | 63.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 675.00 | 0.00 | |||
| 0040 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0045 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 30.00 | 30.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0050 | LONGITUDINAL EDGE KEY | 21289ED | LF | 100.00 | 100.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| Project | BR11500532500 | Fed/State Project Number | STP BRZ 9030 (482) | Category | 0002 ROADWAY | |||||||
| 0055 | ENTRANCE PIPE-24 IN | 00443 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0060 | BARRICADE-TYPE III | 02014 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0065 | GRANULAR EMBANKMENT | 02223 | CUYD | 310.00 | 310.000 | 0.000 | 0.000 | 57.00 | 0.00 | |||
| 0070 | EMBANKMENT IN PLACE | 02230 | CUYD | 608.00 | 608.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0075 | REMOVE FENCE | 02265 | LF | 190.00 | 190.000 | 0.000 | 0.000 | 11.35 | 0.00 | |||
| 0080 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 81.88 | 0.00 | |||
| 0085 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,698.29 | 0.00 | |||
| 0090 | REMOVE GUARDRAIL | 02381 | LF | 570.00 | 570.000 | 0.000 | 0.000 | 4.38 | 0.00 | |||
| 0095 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.020 | 0.000 | 0.020 | 85,117.00 | 1,702.34 | 1,702.34 | |
| 0100 | TEMPORARY SIGNS | 02562 | SQFT | 1,110.00 | 1,110.000 | 105.000 | 0.000 | 105.000 | 8.50 | 892.50 | 892.50 | |
| 0105 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0110 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,200.00 | 0.00 | |||
| 0115 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 14,000.00 | 0.00 | |||
| 0120 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 150,000.00 | 0.00 | |||
| 0125 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 11.00 | 11.000 | 0.000 | 0.000 | 58.33 | 0.00 | |||
| 0130 | STEEL POST TYPE 1 | 06410 | LF | 14.00 | 14.000 | 0.000 | 0.000 | 44.53 | 0.00 | |||
| 0135 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 468.00 | 468.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0140 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 502.00 | 502.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0145 | OBJECT MARKER TY 3 | 20191ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 37.72 | 0.00 | |||
| 0150 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0155 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 500.00 | 500.000 | 0.000 | 0.000 | 33.24 | 0.00 | |||
| 0160 | BARCODE SIGN INVENTORY | 24631EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 46.06 | 0.00 | |||
| Project | BR11500532500 | Fed/State Project Number | STP BRZ 9030 (482) | Category | 0003 BRIDGE | |||||||
| 0165 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 161.00 | 161.000 | 0.000 | 0.000 | 57.00 | 0.00 | |||
| 0170 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 168.00 | 168.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0175 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 126,000.00 | 0.00 | |||
| 0180 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 466.00 | 466.000 | 0.000 | 0.000 | 58.00 | 0.00 | |||
| 0185 | TEST PILES | 08033 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 179.00 | 0.00 | |||
| 0190 | PILES-STEEL HP12X53 | 08046 | LF | 235.00 | 235.000 | 0.000 | 0.000 | 169.00 | 0.00 | |||
| 0195 | PILE POINTS-12 IN | 08094 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0200 | CONCRETE-CLASS A | 08100 | CUYD | 167.00 | 167.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0205 | CONCRETE-CLASS AA | 08104 | CUYD | 309.00 | 309.000 | 0.000 | 0.000 | 1,155.00 | 0.00 | |||
| 0210 | STEEL REINFORCEMENT | 08150 | LB | 25,961.00 | 25,961.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0215 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 83,520.00 | 83,520.000 | 0.000 | 0.000 | 1.60 | 0.00 | |||
| 0220 | APPROACH SLAB | 08500 | SQYD | 133.00 | 133.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0225 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 1,274.00 | 1,274.000 | 0.000 | 0.000 | 384.00 | 0.00 | |||
| 0230 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 48.00 | 48.000 | 0.000 | 0.000 | 2,280.00 | 0.00 | |||
| 0235 | ROCK SOUNDINGS | 20745ED | LF | 66.00 | 66.000 | 0.000 | 0.000 | 28.75 | 0.00 | |||
| 0240 | ROCK CORINGS | 20746ED | LF | 120.00 | 120.000 | 0.000 | 0.000 | 63.25 | 0.00 | |||
| 0245 | CSL TESTING (4 TUBES) | 21321NC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0250 | DRILLED SHAFT-54 IN-COMMON | 22417EN | LF | 54.00 | 54.000 | 0.000 | 0.000 | 1,960.00 | 0.00 | |||
| 0255 | CONCRETE SEALING | 23378EC | SQFT | 22,658.00 | 22,658.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0260 | DECK DRAIN | 23813EC | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0265 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 647.00 | 647.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0270 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,402.00 | 0.00 | |||
| 0275 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| Project | BR11500532500 | Fed/State Project Number | STP BRZ 9030 (482) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0280 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 105,000.00 | 52,500.00 | 52,500.00 | |
| 0285 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 38,241.00 | 0.00 | |||
| SUBTOT | $55,094.84 |
$55,094.840 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||