|
Report_Id: 221336 Est NO 0022 |
Date:02/17/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 221336 | Estimate Number | 0022 | Estimate Type | PROGRESS | ||
| 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 | 12/14/2024 TO 01/22/2025 | ||||||
| Date Approved | 02/03/2025 | ||||||
| Primary Proj Number | DE03400752201 | ||||||
| Project No. | NHPP IM 0754 (066) | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | I-75 | ||||||
| Description | REHAB FROM MILEPOINT 97.865 TO 107.445 | ||||||
| Date Let | 08/18/2022 | Formal Acceptance | 10/02/2024 | ||||
| Date Awarded | 08/30/2022 | Date Work Began | 10/09/2022 | ||||
| Date Contract Executed | 09/22/2022 | Open To Traffic | |||||
| Date NTP Issued | 09/22/2022 | Actual Completion Date | 11/15/2023 | ||||
| Current Contract Amount | $10,695,526.09 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $10,602,054.24 |
Total Earnings | $9,271,032.19 |
$9,244,128.12 |
$26,904.07 |
|
| Percent Complete | 86.68 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,424,493.90 |
Gross Earnings | $9,271,032.19 |
$9,244,128.12 |
$26,904.07 |
|
| Total Change Orders | $93,471.85 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $9,271,032.19 |
$9,244,128.12 |
$26,904.07 |
|||
| Contract Id | 221336 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0022 | Project Number | NHPP IM 0754 (066) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 12/14/2024 TO 01/22/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 002 | Polish Resistant Mix Design Change | Approved | 09/26/2023 | $93,545.85 | 45.0 | |||||
| 003 | Roadside Grading for Chip Sealing | Approved | 10/19/2023 | $-74.00 | 0.0 | |||||
| 005 | Liquidated Damage Override | Approved | 10/25/2023 | $0.00 | 0.0 | |||||
| 006 | Lot Pay Adjustment OVERRIDE | Approved | 02/13/2025 | $0.00 | 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 | 221336 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | DE03400752201 | ||||||
| Estimate Nbr | 0022 | Period | 12/14/2024 TO 01/22/2025 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE03400752201 | Fed/State Project Number | NHPP IM 0754 (066) | 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 | DE03400752201 | Fed/State Project Number | NHPP IM 0754 (066) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 7,103.00 | 7,103.000 | 0.000 | 0.000 | 29.80 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 823.00 | 823.000 | 671.490 | 671.490 | 95.00 | 63,791.55 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 99.00 | 99.000 | 92.080 | 92.080 | 1,225.00 | 112,798.00 | |||
| 0020 | LEVELING & WEDGING PG76-22 | 00194 | TON | 6,407.00 | 5,813.250 | 0.000 | 0.000 | 128.00 | 0.00 | |||
| 0025 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 42,715.00 | 0.000 | 0.000 | 0.000 | 128.00 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 217.50 | 217.500 | 8.680 | 8.680 | 0.01 | 0.08 | |||
| 0035 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0040 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 42,715.00 | 42,715.000 | 43,037.300 | 43,037.300 | 18.50 | 796,190.05 | |||
| 0045 | EDGELINE RUMBLE STRIPS | 02697 | LF | 209,944.00 | 209,944.000 | 206,203.000 | 206,203.000 | 0.13 | 26,806.39 | |||
| 0050 | JOINT ADHESIVE | 20071EC | LF | 425,710.00 | 425,710.000 | 433,249.000 | 433,249.000 | 0.40 | 173,299.60 | |||
| 0055 | PAVEMENT REPAIR PAVEMENT JOINT REPAIRS | 20757ED | SQYD | 1,842.50 | 1,842.500 | 1,473.700 | 1,473.700 | 90.00 | 132,633.00 | |||
| 0060 | PAVEMENT REPAIR PAVEMENT LANE REPAIRS | 20757ED | SQYD | 1,737.00 | 1,737.000 | 1,539.410 | 1,539.410 | 90.00 | 138,546.90 | |||
| 0065 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 4,438,593.00 | 4,438,593.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 8000 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.00 | 0.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 8001 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 0.00 | 42,715.000 | 45,557.250 | 45,557.250 | 130.19 | 5,931,098.37 | |||
| 8002 | ROADSIDE REGRADING | 26175EC | LF | 0.00 | 75,926.000 | 87,489.000 | 87,489.000 | 1.00 | 87,489.00 | |||
| Project | DE03400752201 | Fed/State Project Number | NHPP IM 0754 (066) | Category | 0002 ROADWAY | |||||||
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 154.00 | 154.000 | 114.060 | 114.060 | 70.00 | 7,984.20 | |||
| 0075 | PERFORATED PIPE-4 IN | 01000 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0080 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
| 0085 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,250.00 | 7,250.00 | |||
| 0090 | ISLAND CURB AND GUTTER | 01825 | LF | 55.00 | 55.000 | 205.000 | 205.000 | 150.00 | 30,750.00 | |||
| 0095 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 40.00 | 40.000 | 14.000 | 14.000 | 12.00 | 168.00 | |||
| 0100 | DELINEATOR FOR BARRIER WALL-B/Y | 01986 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0105 | FLOWABLE FILL | 02220 | CUYD | 35.00 | 35.000 | 32.000 | 32.000 | 450.00 | 14,400.00 | |||
| 0110 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,900.00 | 15,600.00 | |||
| 0115 | REMOVE GUARDRAIL | 02381 | LF | 1,658.50 | 1,658.500 | 1,725.000 | 1,725.000 | 1.25 | 2,156.25 | |||
| 0120 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 0125 | CHANNEL LINING CLASS II | 02483 | TON | 370.00 | 370.000 | 259.080 | 259.080 | 60.00 | 15,544.80 | |||
| 0130 | CHANNEL LINING CLASS III | 02484 | TON | 66.00 | 66.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0135 | TEMPORARY SIGNS | 02562 | SQFT | 1,500.00 | 1,500.000 | 1,619.000 | 1,619.000 | 11.66 | 18,877.54 | |||
| 0140 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.970 | 0.970 | 625,000.00 | 606,250.00 | |||
| 0145 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 4,500.00 | 36,000.00 | |||
| 0150 | SILT TRAP TYPE B | 02704 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0155 | SILT TRAP TYPE C | 02705 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0160 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0165 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0170 | CLEAN ROADWAY DRAINS | 03260 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 1,200.00 | 12,000.00 | |||
| 0175 | PVC PIPE-4 IN | 03383 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0180 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0185 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 771.00 | 771.000 | 673.000 | 673.000 | 45.00 | 30,285.00 | |||
| 0190 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 141.00 | 141.000 | 143.000 | 143.000 | 45.00 | 6,435.00 | |||
| 0195 | STEEL POST MILE MARKERS | 06412 | EACH | 9.00 | 9.000 | 20.000 | 20.000 | 300.00 | 6,000.00 | |||
| 0200 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 266,000.00 | 266,000.000 | 84,090.833 | 29,743.000 | 113,833.833 | 0.32 | 26,909.06 | 36,426.82 | |
| 0205 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 163,087.00 | 163,087.000 | 157,813.000 | 157,813.000 | 1.15 | 181,484.95 | |||
| 0210 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 114,894.00 | 114,894.000 | 103,574.000 | 103,574.000 | 1.15 | 119,110.10 | |||
| 0215 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 9,035.00 | 9,035.000 | 9,721.000 | 9,721.000 | 2.00 | 19,442.00 | |||
| 0220 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 108.00 | 108.000 | 47.000 | 47.000 | 6.00 | 282.00 | |||
| 0225 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 5,000.00 | 5,000.000 | 420.000 | 420.000 | 3.00 | 1,260.00 | |||
| 0230 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,500.00 | 2,500.000 | 1,680.000 | 1,680.000 | 2.75 | 4,620.00 | |||
| 0235 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 0240 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 483.00 | 483.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0245 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 322.00 | 322.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0250 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 119.00 | 119.000 | 106.000 | 106.000 | 12.00 | 1,272.00 | |||
| 0255 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 978.00 | 978.000 | 49.000 | 49.000 | 6.00 | 294.00 | |||
| 0260 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 105.00 | 210.00 | |||
| 0265 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 20.00 | 20.000 | 5.000 | 19.000 | 24.000 | 125.00 | 625.00 | 3,000.00 | |
| 0270 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 9.00 | 9.000 | -3.000 | 12.000 | 9.000 | 310.00 | -930.00 | 2,790.00 | |
| 0275 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 3,078.00 | 3,078.000 | 2,981.000 | 2,981.000 | 22.00 | 65,582.00 | |||
| 0280 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 93.00 | 93.000 | 87.000 | 87.000 | 22.00 | 1,914.00 | |||
| 0285 | FUEL ADJUSTMENT | 10020NS | DOLL | 51,346.00 | 51,346.000 | -26,456.350 | -26,456.350 | 1.00 | -26,456.35 | |||
| 0290 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 101,518.00 | 101,518.000 | -341,559.380 | -341,559.380 | 1.00 | -341,559.38 | |||
| 0295 | REPLACE GRATE | 20366NN | EACH | 5.00 | 5.000 | 8.000 | 8.000 | 1,200.00 | 9,600.00 | |||
| 0300 | PAVE MARK THERMO CONE CAP-SOLID YELLOW | 21417ES717 | SQFT | 44.00 | 44.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0305 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 1,400.00 | 1,400.000 | 1,387.500 | 1,387.500 | 42.00 | 58,275.00 | |||
| 0310 | SECURITY PLATE ASSEMBLY | 24585EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0315 | CLEAN PERFORATED PIPE HEADWALL | 24662EC | EACH | 38.00 | 38.000 | 38.000 | 38.000 | 350.00 | 13,300.00 | |||
| 0320 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 1,725.00 | 1,725.000 | 1,856.000 | 1,856.000 | 6.00 | 11,136.00 | |||
| 0325 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 615.00 | 615.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0330 | PAVE MARK THERMO-WRONG WAY ARROW | 24689EC | EACH | 6.00 | 6.000 | 1.000 | 7.000 | 8.000 | 300.00 | 300.00 | 2,400.00 | |
| 0335 | QUEUE PROTECTION VEHICLE | 25075EC | HOUR | 400.00 | 400.000 | 10.750 | 10.750 | 140.00 | 1,505.00 | |||
| 0340 | FURNISH QUEUE PROTECTION VEHICLES | 25117EC | MONT | 8.00 | 8.000 | 8.000 | 8.000 | 7,000.00 | 56,000.00 | |||
| 0345 | PORTABLE QUEUE WARNING ALERT SYSTEM | 26136EC | MONT | 8.00 | 8.000 | 8.000 | 8.000 | 0.01 | 0.08 | |||
| 0350 | QUEUE WARNING PCMS | 26137EC | MONT | 48.00 | 48.000 | 48.000 | 48.000 | 0.01 | 0.48 | |||
| 0355 | QUEUE WARNING PORTABLE RADAR SENSORS | 26138EC | MONT | 48.00 | 48.000 | 48.000 | 48.000 | 0.01 | 0.48 | |||
| 8003 | LIQUIDATED DAMAGES non-compliant maintenance of traffic | 10111NS | DOLL | 0.00 | 0.001 | -4,000.000 | -4,000.000 | 1.00 | -4,000.00 | |||
| 8004 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE03400752201 | Fed/State Project Number | NHPP IM 0754 (066) | Category | 0003 SIGNING | |||||||
| 0360 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 32.00 | 32.000 | 56.000 | 56.000 | 40.00 | 2,240.00 | |||
| 0365 | STEEL POST TYPE 1 | 06410 | LF | 60.00 | 60.000 | 100.000 | 100.000 | 35.00 | 3,500.00 | |||
| 0370 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 0.92 | 0.920 | 0.920 | 0.920 | 1,000.00 | 920.00 | |||
| 0375 | GMSS TYPE D | 21596ND | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,000.00 | 4,000.00 | |||
| Project | DE03400752201 | Fed/State Project Number | NHPP IM 0754 (066) | Category | 0004 TRAFFIC LOOPS | |||||||
| 0380 | CONDUIT-1 IN | 04792 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0385 | CONDUIT-1 1/4 IN | 04793 | LF | 160.00 | 160.000 | 233.000 | 233.000 | 14.00 | 3,262.00 | |||
| 0390 | CONDUIT-2 IN | 04795 | LF | 40.00 | 40.000 | 101.000 | 101.000 | 18.00 | 1,818.00 | |||
| 0395 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0400 | TRENCHING AND BACKFILLING | 04820 | LF | 320.00 | 320.000 | 245.000 | 245.000 | 5.00 | 1,225.00 | |||
| 0405 | PIEZOELECTRIC SENSOR | 04829 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 2,500.00 | 60,000.00 | |||
| 0410 | LOOP WIRE | 04830 | LF | 6,725.00 | 6,725.000 | 12,418.000 | 12,418.000 | 1.00 | 12,418.00 | |||
| 0415 | CABLE-NO. 14/1 PAIR | 04850 | LF | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0420 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,650.00 | 1,650.000 | 1,713.000 | 1,713.000 | 15.00 | 25,695.00 | |||
| 0425 | GALVANIZED STEEL CABINET | 20359NN | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,000.00 | 4,000.00 | |||
| 0430 | WOOD POST | 20360ES818 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 500.00 | 4,000.00 | |||
| 0435 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 1,450.00 | 8,700.00 | |||
| 0440 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 120.00 | 120.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0445 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0450 | LOOP TEST | 24963ED | EACH | 3.00 | 3.000 | 7.000 | 7.000 | 750.00 | 5,250.00 | |||
| Project | DE03400752201 | Fed/State Project Number | NHPP IM 0754 (066) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0455 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 485,000.00 | 485,000.00 | |||
| 0460 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 155,015.00 | 116,261.25 | |||
| SUBTOT | $26,904.06 |
$9,271,032.18 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||