|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:05/12/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 232072 | Estimate Number | 0007 | Estimate Type FINAL | |||
| District Office | LEXINGTON (07300) Withrow, Joshua B | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code KY0033290 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 01/25/2024 TO 04/28/2025 | ||||||
| Date Approved | 05/12/2025 | ||||||
| Primary Proj Number | MP03400602303 | ||||||
| Project No. | FD05 034 0060 000-005 | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | VERSAILLES ROAD (US 60) | ||||||
| Description | FROM WOODFORD COUNTY LINE EXTENDING EAST TO 95 FEET EAST OF WELLESLY HEIGHTS WAY | ||||||
| Date Let | 02/23/2023 | Formal Acceptance | 08/15/2024 | ||||
| Date Awarded | 03/06/2023 | Date Work Began | 08/28/2023 | ||||
| Date Contract Executed | 03/14/2023 | Open To Traffic | |||||
| Date NTP Issued | 03/14/2023 | Actual Completion Date | 09/29/2023 | ||||
| Current Contract Amount | $1,265,125.95 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,226,101.00 |
Total Earnings | $1,193,530.24 |
$1,192,744.04 |
$786.20 |
|
| Percent Complete | 94.34 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $71,595.71 |
Gross Earnings | $1,193,530.24 |
$1,192,744.04 |
$786.20 |
|
| Total Change Orders | $39,024.95 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,193,530.24 |
$1,192,744.04 |
$786.20 |
|||
| Contract Id | 232072 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0007 | Project Number | FD05 034 0060 000-005 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 01/25/2024 TO 04/28/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Asphalt Material for Non-Tracking Tack | Approved | 07/17/2023 | $0.00 | 0.0 | |||||
| 002 | Fine Milling | Approved | 05/16/2024 | $51,651.25 | 9.0 | |||||
| 003 | Fuel & Asphalt Adjustment | Approved | 04/05/2024 | $-16,180.16 | 0.0 | |||||
| 004 | Lot Pay Adjustment | Approved | 06/07/2024 | $3,553.86 | 0.0 | |||||
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 | 232072 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | MP03400602303 | |||||||
| Estimate Nbr | 0007 | Period | 01/25/2024 TO 04/28/2025 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | MP03400602303 | Fed/State Project Number | FD05 034 0060 000-005 | 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 | MP03400602303 | Fed/State Project Number | FD05 034 0060 000-005 | Category | 0001 ROADWAY | |||||||
| 0005 | TEMPORARY SIGNS | 02562 | SQFT | 350.00 | 350.000 | 432.000 | 432.000 | 12.72 | 5,495.04 | |||
| 0010 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 67,000.00 | 67,000.00 | |||
| 0015 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0020 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 85.00 | 85.000 | 93.820 | 93.820 | 180.00 | 16,887.60 | |||
| 0025 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,250.00 | 2,500.00 | |||
| 0030 | CONDUIT-1 1/4 IN (PLANNING) | 04793 | LF | 35.00 | 35.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0035 | CONDUIT-2 IN (PLANNING) | 04795 | LF | 15.00 | 15.000 | 0.000 | 0.000 | 13.50 | 0.00 | |||
| 0040 | ELECTRICAL JUNCTION BOX TYPE B (PLANNING) | 04811 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0045 | TRENCHING AND BACKFILLING (PLANNING) | 04820 | LF | 45.00 | 45.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0050 | PIEZOELECTRIC SENSOR (PLANNING) | 04829 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,750.00 | 0.00 | |||
| 0055 | LOOP WIRE (PLANNING) | 04830 | LF | 1,900.00 | 1,900.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 0060 | LOOP SAW SLOT AND FILL (PLANNING) | 04895 | LF | 390.00 | 390.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0065 | REMOVE AND REPLACE SIDEWALK (PLANNING) | 04960 | SQYD | 3.00 | 3.000 | 0.000 | 0.000 | 587.92 | 0.00 | |||
| 0070 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0075 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 65,850.00 | 65,850.000 | 62,920.000 | 62,920.000 | 1.20 | 75,504.00 | |||
| 0080 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 41,500.00 | 41,500.000 | 39,130.000 | 39,130.000 | 1.20 | 46,956.00 | |||
| 0085 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 100.00 | 100.000 | 1,054.000 | 1,054.000 | 6.00 | 6,324.00 | |||
| 0090 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 395.00 | 395.000 | 659.000 | 659.000 | 6.00 | 3,954.00 | |||
| 0095 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 700.00 | 700.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0100 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 602.00 | 602.000 | 249.000 | 249.000 | 10.00 | 2,490.00 | |||
| 0105 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 620.00 | 620.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0110 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 133.00 | 133.000 | 136.000 | 136.000 | 100.00 | 13,600.00 | |||
| 0115 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 140.00 | 140.00 | |||
| 0120 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 300.00 | 2,100.00 | |||
| 0125 | GALVANIZED STEEL CABINET (PLANNING) | 20359NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8.25 | 0.00 | |||
| 0130 | WOOD POST (PLANNING) | 20360ES818 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0135 | DETECTABLE WARNINGS (NEW) | 23158ES505 | SQFT | 88.00 | 88.000 | 104.000 | 104.000 | 45.00 | 4,680.00 | |||
| 0140 | PAVE MARK THERMO-6 IN W CAT TRAXX | 23625EC | LF | 130.00 | 130.000 | 100.000 | 100.000 | 7.00 | 700.00 | |||
| 0145 | REMOVE PAVEMENT MARKER | 24880EC | EACH | 1,900.00 | 1,900.000 | 1,900.000 | 1,900.000 | 9.50 | 18,050.00 | |||
| 0150 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,550.00 | 3,100.00 | |||
| 0155 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,325.00 | 10,600.00 | |||
| 8003 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 3,553.860 | 3,353.860 | 0.000 | 3,353.860 | 1.00 | 3,353.86 | 3,353.86 | |
| Project | MP03400602303 | Fed/State Project Number | FD05 034 0060 000-005 | Category | 0002 THINLAY | |||||||
| 0160 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 74.00 | 0.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0165 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0170 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 45,000.00 | 45,000.000 | 33,499.000 | 33,499.000 | 0.24 | 8,039.76 | |||
| 0175 | FINE MILLING | 24964EC | SQYD | 10,335.00 | 39,850.000 | 37,924.630 | 37,924.630 | 1.75 | 66,368.10 | |||
| 0180 | CL4 ASPH SURF NO.4A PG76-22 | 25005EC | TON | 7,235.00 | 7,235.000 | 6,897.650 | 6,897.650 | 120.00 | 827,718.00 | |||
| 8000 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.00 | 74.000 | 3.690 | 3.690 | 0.01 | 0.03 | |||
| 8001 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 834.960 | 834.960 | 0.000 | 834.960 | 1.00 | 834.96 | 834.96 | |
| 8002 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | -17,015.120 | -17,015.120 | 0.000 | -17,015.120 | 1.00 | -17,015.12 | -17,015.12 | |
| Project | MP03400602303 | Fed/State Project Number | FD05 034 0060 000-005 | Category | 0004 DEMOBILIZATION | |||||||
| 0200 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 18,150.00 | 13,612.50 | 18,150.00 | |
| SUBTOT | $786.20 |
$1,193,530.23 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||