|
Report_Id: 252974 Est NO 0001 |
Date:09/15/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 252974 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05340) Cunningham, Janine M. | ||||||
| Contractor | AMERICAN CONTRACTING & SERVICES INC | ADDR SN 0 VC Code KY0019282 | |||||
| SERVICES INC | |||||||
| 6200 E HWY 62 STE 200 | |||||||
| JEFFERSONVILLE , IN , 47130 | |||||||
| Pay Period | 06/06/2025 TO 09/04/2025 | ||||||
| Date Approved | 09/14/2025 | ||||||
| Primary Proj Number | MB05600652574 | ||||||
| Project No. | FE02 056 0065 B00196N | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | I-65 RAMP (I-65) | ||||||
| Description | BRIDGE 056B00196N OVER SOUTH FLOYD STREET AT MP 135.75 | ||||||
| Date Let | 05/22/2025 | Formal Acceptance | |||||
| Date Awarded | 06/03/2025 | Date Work Began | 08/25/2025 | ||||
| Date Contract Executed | 06/06/2025 | Open To Traffic | |||||
| Date NTP Issued | 06/06/2025 | Actual Completion Date | |||||
| Current Contract Amount | $1,984,603.83 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,984,603.83 |
Total Earnings | $126,131.00 |
$0.00 |
$126,131.00 |
|
| Percent Complete | 6.36 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,858,472.83 |
Gross Earnings | $126,131.00 |
$0.00 |
$126,131.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $126,131.00 |
$0.00 |
$126,131.00 |
|||
| Contract Id | 252974 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0001 | Project Number | FE02 056 0065 B00196N | |||||||
| Contractor | AMERICAN CONTRACTING & SERVICES INC | Period | 06/06/2025 TO 09/04/2025 | |||||||
| 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 | 252974 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract Type | BRMW BRIDGE REPAIR MISCELLANEOUS WORK | TRANSPORTATION CABINET |
Primary Project Number | MB05600652574 | ||||||
| Estimate Nbr | 0001 | Period | 06/06/2025 TO 09/04/2025 | |||||||
| Contractor | AMERICAN CONTRACTING & SERVICES INC | |||||||||
| Project | MB05600652574 | Fed/State Project Number | FE02 056 0065 B00196N | 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 | MB05600652574 | Fed/State Project Number | FE02 056 0065 B00196N | Category | 0001 ROADWAY | |||||||
| 0005 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 10.00 | 10.000 | 25.000 | 0.000 | 25.000 | 50.00 | 1,250.00 | 1,250.00 | |
| 0010 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0015 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 9.000 | 0.000 | 9.000 | 500.00 | 4,500.00 | 4,500.00 | |
| 0020 | TEMPORARY SIGNS | 02562 | SQFT | 800.00 | 800.000 | 684.000 | 0.000 | 684.000 | 25.00 | 17,100.00 | 17,100.00 | |
| 0025 | MAINTAIN & CONTROL TRAFFIC APPLIES TO 056B00196N | 02650 | LS | 1.00 | 1.000 | 0.090 | 0.000 | 0.090 | 150,000.00 | 13,500.00 | 13,500.00 | |
| 0030 | LANE CLOSURE | 02653 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 5,000.00 | 5,000.00 | 5,000.00 | |
| 0035 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 4,000.00 | 8,000.00 | 8,000.00 | |
| 0040 | SHOULDER RUMBLE STRIPS | 02696 | LF | 640.00 | 640.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0045 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,000.00 | 2,000.00 | 2,000.00 | |
| 0050 | CONC BARRIER WALL TYPE 9T | 03171 | LF | 920.00 | 920.000 | 480.000 | 0.000 | 480.000 | 85.00 | 40,800.00 | 40,800.00 | |
| 0055 | REMOVE AND REPLACE SIDEWALK | 04960 | SQYD | 23.00 | 23.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0060 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 1,480.00 | 1,480.000 | 502.000 | 0.000 | 502.000 | 5.50 | 2,761.00 | 2,761.00 | |
| 0065 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,474.00 | 2,474.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0070 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,050.00 | 1,050.000 | 502.000 | 0.000 | 502.000 | 5.00 | 2,510.00 | 2,510.00 | |
| 0075 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 77.00 | 77.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0080 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0085 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0090 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0095 | CRASH CUSHION TY VI CLASS C | 08904 | EACH | 2.00 | 2.000 | 1.000 | 0.000 | 1.000 | 9,000.00 | 9,000.00 | 9,000.00 | |
| 0100 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 100.00 | 100.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0105 | BARRIER WALL TRANSITION | 22880ED | LF | 50.00 | 50.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0110 | DURABLE WATERBORNE MARKING-6 IN W | 24189ER | LF | 650.00 | 650.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0115 | DURABLE WATERBORNE MARKING-6 IN Y | 24190ER | LF | 520.00 | 520.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0120 | QUEUE PROTECTION VEHICLE | 25075EC | HOUR | 320.00 | 320.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0125 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0130 | FURNISH QUEUE PROTECTION VEHICLES | 25117EC | MONT | 2.00 | 2.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0135 | PORTABLE QUEUE WARNING ALERT SYSTEM | 26136EC | MONT | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0140 | QUEUE WARNING PCMS | 26137EC | MONT | 6.00 | 6.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0145 | QUEUE WARNING PORTABLE RADAR SENSORS | 26138EC | MONT | 6.00 | 6.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| Project | MB05600652574 | Fed/State Project Number | FE02 056 0065 B00196N | Category | 0002 BRIDGE - 056B00196N | |||||||
| 0150 | JUNCTION BOX-24 IN | 01643 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| 0155 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 115.00 | 115.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0160 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 171.00 | 171.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0165 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 1,674.00 | 1,674.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0170 | CONDUIT-1 IN | 04792 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0175 | CONDUIT-3 IN | 04797 | LF | 326.00 | 326.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0180 | REMOVE STORE & REINSTALL POLE | 04942 | EACH | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 18,000.00 | 9,000.00 | 9,000.00 | |
| 0185 | CONCRETE-CLASS A | 08100 | CUYD | 12.10 | 12.100 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0190 | CONCRETE-CLASS AA | 08104 | CUYD | 78.30 | 78.300 | 0.000 | 0.000 | 4,300.00 | 0.00 | |||
| 0195 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 132.00 | 132.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0200 | MECHANICAL REINF COUPLER #6 EPOXY COATED | 08141 | EACH | 128.00 | 128.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0205 | STEEL REINFORCEMENT | 08150 | LB | 3,467.00 | 3,467.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
| 0210 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 19,918.00 | 19,918.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0215 | STRUCTURAL STEEL ANCHOR BOLTS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0220 | SHEAR CONNECTORS APPLIES TO 056B00196N | 08170 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 14,000.00 | 0.00 | |||
| 0225 | JACK & SUPPORT BRIDGE SPAN APPLIES TO 056B00196N | 08435 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 70,000.00 | 0.00 | |||
| 0230 | EPOXY SAND SLURRY | 08504 | SQYD | 17.00 | 17.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0235 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 473.00 | 473.000 | 119.000 | 0.000 | 119.000 | 50.00 | 5,950.00 | 5,950.00 | |
| 0240 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 20.00 | 20.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0245 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 9.80 | 9.800 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0250 | BLAST CLEANING | 08549 | SQYD | 248.00 | 248.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0255 | MACHINE PREP OF SLAB | 08551 | SQYD | 239.00 | 239.000 | 119.000 | 0.000 | 119.000 | 40.00 | 4,760.00 | 4,760.00 | |
| 0260 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 708.00 | 708.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0265 | CONCRETE SEALING | 23378EC | SQFT | 4,911.00 | 4,911.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0270 | JOINT SEAL REPLACEMENT | 23386EC | LF | 69.00 | 69.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0275 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 20.00 | 20.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0280 | BRIDGE CLEANING APPLIES TO 056B00196N | 24981EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0285 | CONCRETE COATING APPLIES TO 056B00196N | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0290 | BEARING LUBRICATION | 24983EC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0295 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 275.70 | 275.700 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0300 | GALVANIC ANODE TYPE DAS | 26141EC | EACH | 131.00 | 131.000 | 0.000 | 0.000 | 360.00 | 0.00 | |||
| 0305 | GALVANIC ANODE TYPE XP2 | 26141EC | EACH | 58.00 | 58.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0310 | MOBILIZATION FOR CONCRETE SURF TREATMENT APPLIES TO 056B00196N | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| Project | MB05600652574 | Fed/State Project Number | FE02 056 0065 B00196N | Category | 0003 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0315 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 29,372.13 | 0.00 | |||
| SUBTOT | $126,131.00 |
$126,131.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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