|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/09/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 122906 | Estimate Number | 0009 | Estimate Type FINAL | |||
| District Office | LEXINGTON (07360) Walls, Mark D. | ||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC | ADDR SN 1 VC Code KY0028406 | |||||
| EXCAVATING INC | |||||||
| 1500 ENVOY CIRCLE STE 1510 | |||||||
| LOUISVILLE , KY , 40299 | |||||||
| Pay Period | 07/01/2013 TO 03/18/2021 | ||||||
| Date Approved | 06/23/2021 | ||||||
| Primary Proj Number | MB00390021201 | ||||||
| Project No. | FE02 003 9002 B00007LR | ||||||
| Primary County | ANDERSON | ||||||
| Name of Road | BLUEGRASS PARKWAY (MP 61.895) | ||||||
| Description | BRIDGE OVER KENTUCKY RIVER; WOODFORD-ANDERSON COUNTY LINE | ||||||
| Date Let | 05/18/2012 | Formal Acceptance | 04/12/2013 | ||||
| Date Awarded | 05/30/2012 | Date Work Began | 08/21/2012 | ||||
| Date Contract Executed | 06/15/2012 | Open To Traffic | 11/28/2012 | ||||
| Date NTP Issued | 06/15/2012 | Actual Completion Date | 11/28/2012 | ||||
| Current Contract Amount | $1,841,470.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,179,574.00 |
Total Earnings | $1,816,661.84 |
$1,812,161.84 |
$4,500.00 |
|
| Percent Complete | 98.65 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $24,808.16 |
Gross Earnings | $1,816,661.84 |
$1,812,161.84 |
$4,500.00 |
|
| Total Change Orders | $661,896.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,816,661.84 |
$1,812,161.84 |
$4,500.00 |
|||
| Contract Id | 122906 | Change Order Summary |
County | ANDERSON | ||||||
| Estimate Nbr | 0009 | Project Number | FE02 003 9002 B00007LR | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC | Period | 07/01/2013 TO 03/18/2021 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Accelerated Work Schedule | Approved | 10/17/2012 | $150,000.00 | -36.0 | |||||
| 002 | Latex Concrete Variable Depth Material | Approved | 11/26/2012 | $315,696.00 | 0.0 | |||||
| 003 | Temporary Striping and Abutment Repair Overages | Approved | 02/19/2013 | $196,200.00 | 49.0 | |||||
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 | 122906 | COMMONWEALTH OF KENTUCKY |
County | ANDERSON | ||||||
| Contract No | E2, E3, E5 | TRANSPORTATION CABINET |
Primary Project Number | MB00390021201 | ||||||
| Estimate Nbr | 0009 | Period | 07/01/2013 TO 03/18/2021 | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC | |||||||||
| Project | MB00390021201 | Fed/State Project Number | FE02 003 9002 B00007LR | Category | 0001 BRIDGE | |||||||
| 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 | |
| 0010 | MAINTAIN & CONTROL TRAFFIC APPLIES TO 003B00007L | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 19,000.00 | 19,000.00 | |||
| 0020 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 0032 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0033 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,050.00 | 1,050.00 | |||
| 0035 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,304.00 | 1,304.000 | 1,300.000 | 1,300.000 | 21.00 | 27,300.00 | |||
| 0036 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 1,304.00 | 1,304.000 | 1,300.000 | 1,300.000 | 8.00 | 10,400.00 | |||
| 0037 | INSTALL TEMP CRASH CUSHION | 02900 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0038 | RELOCATE CRASH CUSHION | 02898 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,900.00 | 2,900.00 | |||
| 0040 | SIGNS | 02562 | SQFT | 149.00 | 149.000 | 204.000 | 204.000 | 6.00 | 1,224.00 | |||
| 0060 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,000.00 | 10,844.000 | 10,844.000 | 10,844.000 | 2.50 | 27,110.00 | |||
| 0080 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 3,627.00 | 3,627.000 | 3,627.000 | 3,627.000 | 12.00 | 43,524.00 | |||
| 0090 | BLAST CLEANING | 08549 | SQYD | 4,433.00 | 4,433.000 | 4,433.000 | 4,433.000 | 6.00 | 26,598.00 | |||
| 0100 | ASPHALT WATERPROOFING MIX | 21138ED | TON | 327.00 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0101 | ASPHALT PLUG JOINT | 24105EC | LF | 60.00 | 0.000 | 0.000 | 0.000 | 220.00 | 0.00 | |||
| 0110 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 100.00 | 0.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0115 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 15.00 | 0.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0120 | STEEL REINFORCEMENT | 08150 | LB | 266.00 | 0.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0130 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 110.00 | 6,600.00 | |||
| 0142 | EXPAN JOINT REPLACE 2 IN | 03295 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 575.00 | 34,500.00 | |||
| 0150 | EPOXY SAND SLURRY | 08504 | SQYD | 806.00 | 806.000 | 806.000 | 806.000 | 13.00 | 10,478.00 | |||
| 0170 | DURABLE WATERBORNE MARKING-6 IN W | 23159EN | LF | 1,580.00 | 1,580.000 | 1,405.000 | 1,405.000 | 0.25 | 351.25 | |||
| 0171 | DURABLE WATERBORNE MARKING-6 IN Y | 23160EN | LF | 1,188.00 | 1,188.000 | 1,123.000 | 1,123.000 | 0.25 | 280.75 | |||
| 0172 | REPAIR CONCRETE HANDRAIL | 03301 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0173 | REPAIR CONCRETE CURB | 03302 | LF | 393.00 | 393.000 | 174.000 | 174.000 | 85.00 | 14,790.00 | |||
| 0175 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 200.00 | 450.000 | 450.000 | 450.000 | 165.00 | 74,250.00 | |||
| 8001 | LATEX CONCRETE VARIABLE DEPTH MATERIAL | 08536 | CUYD | 0.00 | 553.680 | 553.680 | 553.680 | 1,700.00 | 941,256.00 | |||
| 9001 | ACCOUNTING ADJUSTMENT PO Line 1 | 10206NC | DOLL | 0.00 | -386,760.000 | -2,250.000 | -361,049.020 | -363,299.020 | 1.00 | -2,250.00 | -363,299.02 | |
| Project | MB00390021201 | Fed/State Project Number | FE02 003 9002 B00007LR | Category | 0002 DEMOBILIZATION | |||||||
| 0200 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 9,000.00 | 2,250.00 | 9,000.00 | |
| Project | MB00390021201 | Fed/State Project Number | FE02 003 9002 B00007LR | Category | 0003 BRIDGE | |||||||
| 0210 | MAINTAIN & CONTROL TRAFFIC APPLIES TO 003B00007R | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0220 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 0232 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0233 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,050.00 | 1,050.00 | |||
| 0235 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,304.00 | 1,304.000 | 1,300.000 | 1,300.000 | 21.00 | 27,300.00 | |||
| 0236 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 1,304.00 | 1,304.000 | 1,300.000 | 1,300.000 | 8.00 | 10,400.00 | |||
| 0237 | INSTALL TEMP CRASH CUSHION | 02900 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0238 | RELOCATE CRASH CUSHION | 02898 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,900.00 | 2,900.00 | |||
| 0240 | SIGNS | 02562 | SQFT | 149.00 | 149.000 | 204.000 | 204.000 | 6.00 | 1,224.00 | |||
| 0260 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,000.00 | 7,860.000 | 7,860.000 | 7,860.000 | 2.50 | 19,650.00 | |||
| 0280 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 3,627.00 | 3,627.000 | 3,627.000 | 3,627.000 | 12.00 | 43,524.00 | |||
| 0290 | BLAST CLEANING | 08549 | SQYD | 4,433.00 | 4,433.000 | 4,433.000 | 4,433.000 | 6.00 | 26,598.00 | |||
| 0300 | ASPHALT WATERPROOFING MIX | 21138ED | TON | 327.00 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0301 | ASPHALT PLUG JOINT | 24105EC | LF | 60.00 | 0.000 | 0.000 | 0.000 | 220.00 | 0.00 | |||
| 0310 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 100.00 | 0.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0315 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 30.00 | 0.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0320 | STEEL REINFORCEMENT | 08150 | LB | 266.00 | 0.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0330 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 110.00 | 6,600.00 | |||
| 0342 | EXPAN JOINT REPLACE 2 IN | 03295 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 575.00 | 34,500.00 | |||
| 0350 | EPOXY SAND SLURRY | 08504 | SQYD | 806.00 | 806.000 | 806.000 | 806.000 | 13.00 | 10,478.00 | |||
| 0370 | DURABLE WATERBORNE MARKING-6 IN W | 23159EN | LF | 1,580.00 | 1,580.000 | 1,571.000 | 1,571.000 | 0.25 | 392.75 | |||
| 0371 | DURABLE WATERBORNE MARKING-6 IN Y | 23160EN | LF | 1,188.00 | 1,188.000 | 1,204.000 | 1,204.000 | 0.25 | 301.00 | |||
| 0372 | REPAIR CONCRETE HANDRAIL | 03301 | LF | 6.00 | 6.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
| 0373 | REPAIR CONCRETE CURB | 03302 | LF | 173.00 | 173.000 | 455.000 | 455.000 | 85.00 | 38,675.00 | |||
| 0374 | FINGER DAM REPAIR | 21529ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0375 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 200.00 | 886.000 | 886.000 | 886.000 | 165.00 | 146,190.00 | |||
| Project | MB00390021201 | Fed/State Project Number | FE02 003 9002 B00007LR | Category | 0004 DEMOBILIZATION | |||||||
| 0400 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 9,000.00 | 2,250.00 | 9,000.00 | |
| 9002 | ACCOUNTING ADJUSTMENT PO#2 | 10206NC | DOLL | 0.00 | 386,760.000 | 2,250.000 | 348,629.230 | 350,879.230 | 1.00 | 2,250.00 | 350,879.23 | |
| Project | MB00390021201 | Fed/State Project Number | FE02 003 9002 B00007LR | Category | 0005 ACCELERATION | |||||||
| 8000 | ACCELERATION COST | 10075NX | DOLL | 0.00 | 150,000.000 | 136,886.880 | 136,886.880 | 1.00 | 136,886.88 | |||
| SUBTOT | $4,500.00 |
$1,816,661.84 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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