|
Report_Id: 234209 Est NO 0004 |
Date:11/13/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 234209 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11340) Hoffman, David | ||||||
| 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 | 10/21/2023 TO 11/03/2023 | ||||||
| Date Approved | 11/13/2023 | ||||||
| Primary Proj Number | 1106303632301 | ||||||
| Project No. | HSIP 5292(007) | ||||||
| Primary County | LAUREL | ||||||
| Name of Road | KEAVY ROAD (KY 363) | ||||||
| Description | FROM THE INTERSECTION OF KY 363 & KY 312 EXTENDING NORTH TO THE INTERSECTION OF KY 363 & EAST KY 552 | ||||||
| Date Let | 03/23/2023 | Formal Acceptance | |||||
| Date Awarded | 04/04/2023 | Date Work Began | 08/04/2023 | ||||
| Date Contract Executed | 04/21/2023 | Open To Traffic | |||||
| Date NTP Issued | 04/22/2023 | Actual Completion Date | 10/30/2023 | ||||
| Current Contract Amount | $498,033.39 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $498,033.39 |
Total Earnings | $437,159.11 |
$310,146.41 |
$127,012.70 |
|
| Percent Complete | 87.78 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $60,874.28 |
Gross Earnings | $437,159.11 |
$310,146.41 |
$127,012.70 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $437,159.11 |
$310,146.41 |
$127,012.70 |
|||
| Contract Id | 234209 | Change Order Summary |
County | LAUREL | ||||||
| Estimate Nbr | 0004 | Project Number | HSIP 5292(007) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 10/21/2023 TO 11/03/2023 | |||||||
| 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 | 234209 | COMMONWEALTH OF KENTUCKY |
County | LAUREL | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | 1106303632301 | ||||||
| Estimate Nbr | 0004 | Period | 10/21/2023 TO 11/03/2023 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | 1106303632301 | Fed/State Project Number | HSIP 5292(007) | 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 | 1106303632301 | Fed/State Project Number | HSIP 5292(007) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 46.00 | 46.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0015 | CL2 ASPH BASE 1.50D PG64-22 | 00203 | TON | 33.00 | 33.000 | 29.330 | 29.330 | 250.00 | 7,332.50 | |||
| 0020 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 64.00 | 64.000 | 63.960 | 0.000 | 63.960 | 150.00 | 9,594.00 | 9,594.00 | |
| 0025 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.26 | 0.260 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0030 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 3,500.00 | 3,500.00 | 3,500.00 | |
| 0035 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 64.00 | 64.000 | 65.820 | 0.000 | 65.820 | 150.00 | 9,873.00 | 9,873.00 | |
| 0040 | EDGELINE RUMBLE STRIPS | 02697 | LF | 785.00 | 785.000 | 754.000 | 0.000 | 754.000 | 8.55 | 6,446.70 | 6,446.70 | |
| Project | 1106303632301 | Fed/State Project Number | HSIP 5292(007) | Category | 0002 ROADWAY | |||||||
| 0045 | TEMP DITCH | 02159 | LF | 5,845.00 | 5,845.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0050 | CLEAN TEMP DITCH | 02160 | LF | 2,923.00 | 2,923.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0055 | REMOVE TREES OR STUMPS | 02460 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0060 | MAINTAIN & CONTROL TRAFFIC (LAUREL KY 363 HSIP) | 02650 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 42,500.00 | 42,500.00 | 42,500.00 | |
| 0065 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,498.00 | 0.00 | |||
| 0070 | TEMP SILT FENCE | 02701 | LF | 5,845.00 | 5,845.000 | 0.000 | 0.000 | 3.29 | 0.00 | |||
| 0075 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0080 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0085 | SILT TRAP TYPE C | 02705 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0090 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0095 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0100 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0105 | STAKING (LAUREL KY 363 HSIP) | 02726 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 47,500.00 | 47,500.00 | 47,500.00 | |
| 0110 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,016.50 | 0.00 | |||
| 0115 | TRIM & REMOVE TREES & BRUSH | 03269 | LF | 3,621.00 | 3,621.000 | 3,520.000 | 3,520.000 | 18.00 | 63,360.00 | |||
| 0120 | TEMP MULCH | 05952 | SQYD | 6,131.00 | 6,131.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0125 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 4,598.00 | 4,598.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 0130 | INITIAL FERTILIZER | 05963 | TON | 0.48 | 0.480 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0135 | MAINTENANCE FERTILIZER | 05964 | TON | 0.29 | 0.290 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0140 | SEEDING AND PROTECTION | 05985 | SQYD | 9,196.00 | 9,196.000 | 0.000 | 0.000 | 0.95 | 0.00 | |||
| 0145 | AGRICULTURAL LIMESTONE | 05992 | TON | 5.70 | 5.700 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0150 | FLEXIBLE DELINEATOR POST-B/W | 06403 | EACH | 48.00 | 48.000 | 48.000 | 48.000 | 80.00 | 3,840.00 | |||
| 0155 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,593.00 | 1,593.000 | 2,345.000 | 629.000 | 2,974.000 | 0.75 | 1,758.75 | 2,230.50 | |
| 0160 | ROADSIDE REGRADING | 26175EC | LF | 5,480.00 | 5,480.000 | 5,480.000 | 5,480.000 | 32.00 | 175,360.00 | |||
| Project | 1106303632301 | Fed/State Project Number | HSIP 5292(007) | Category | 0003 DRAINAGE | |||||||
| 0165 | PERFORATED PIPE-4 IN | 01000 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0170 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0175 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0180 | CLEAN PIPE STRUCTURE | 03262 | EACH | 5.00 | 5.000 | 4.000 | 0.000 | 4.000 | 1,000.00 | 4,000.00 | 4,000.00 | |
| Project | 1106303632301 | Fed/State Project Number | HSIP 5292(007) | Category | 0004 SIGNING | |||||||
| 0185 | TEMPORARY SIGNS | 02562 | SQFT | 300.00 | 300.000 | 165.500 | 165.500 | 0.01 | 1.65 | |||
| 0190 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 437.50 | 437.500 | 425.010 | 425.010 | 50.00 | 21,250.50 | |||
| 0195 | STEEL POST TYPE 1 | 06410 | LF | 783.00 | 783.000 | 840.000 | 840.000 | 35.00 | 29,400.00 | |||
| 0200 | REMOVE SIGN | 21373ND | EACH | 29.00 | 29.000 | 29.000 | 29.000 | 100.00 | 2,900.00 | |||
| 0205 | REMOVE AND RELOCATE SIGN ASSEMBLY | 22400NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0210 | BARCODE SIGN INVENTORY | 24631EC | EACH | 124.00 | 124.000 | 123.000 | 123.000 | 10.00 | 1,230.00 | |||
| Project | 1106303632301 | Fed/State Project Number | HSIP 5292(007) | Category | 0005 DEMOBILIZATION | |||||||
| 0215 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 7,361.00 | 1,840.25 | 1,840.25 | |
| SUBTOT | $127,012.70 |
$437,159.10 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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