|
Report_Id: 231018 Est NO 0011 |
Date:02/17/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 231018 | Estimate Number | 0011 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07340) Stewart, Darren F | ||||||
| Contractor | EATON ASPHALT PAVING CO INC | ADDR SN 0 VC Code KY0028332 | |||||
| AND SUBSIDIARY | |||||||
| 136 EAST FROGTOWN ROAD | |||||||
| WALTON , KY , 41094 | |||||||
| Pay Period | 11/15/2024 TO 01/27/2025 | ||||||
| Date Approved | 02/03/2025 | ||||||
| Primary Proj Number | DE105007522W1 | ||||||
| Project No. | NHPPIM 0756(107) | ||||||
| Primary County | SCOTT | ||||||
| Name of Road | I-75 | ||||||
| Description | ADDRESS PAVEMENT CONDITIONS ON I-75 FROM MP 138.424 TO 143.0 25 NORTHBOUND AND MP 138.424 TO MP 143.239 SOUTHBOUND IN SCO | ||||||
| Date Let | 03/23/2023 | Formal Acceptance | 07/29/2024 | ||||
| Date Awarded | 04/04/2023 | Date Work Began | 08/22/2023 | ||||
| Date Contract Executed | 06/06/2023 | Open To Traffic | |||||
| Date NTP Issued | 06/06/2023 | Actual Completion Date | 12/15/2023 | ||||
| Current Contract Amount | $6,958,406.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $6,958,406.00 |
Total Earnings | $6,306,805.14 |
$6,255,755.14 |
$51,050.00 |
|
| Percent Complete | 90.64 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $651,600.86 |
Gross Earnings | $6,306,805.14 |
$6,255,755.14 |
$51,050.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $6,306,805.14 |
$6,255,755.14 |
$51,050.00 |
|||
| Contract Id | 231018 | Change Order Summary |
County | SCOTT | ||||||
| Estimate Nbr | 0011 | Project Number | NHPPIM 0756(107) | |||||||
| Contractor | EATON ASPHALT PAVING CO INC | Period | 11/15/2024 TO 01/27/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Liquidated Damage Override | Approved | 12/06/2023 | $0.00 | 0.0 | |||||
| 002 | RIDE QUALITY ADJUSTMENT OVERRIDE | Approved | 01/09/2024 | $0.00 | 0.0 | |||||
| 003 | Completion Date Extension | Approved | 10/21/2024 | $0.00 | 44.0 | |||||
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 | 231018 | COMMONWEALTH OF KENTUCKY |
County | SCOTT | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | DE105007522W1 | ||||||
| Estimate Nbr | 0011 | Period | 11/15/2024 TO 01/27/2025 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC | |||||||||
| Project | DE105007522W1 | Fed/State Project Number | NHPPIM 0756(107) | 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 | DE105007522W1 | Fed/State Project Number | NHPPIM 0756(107) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 1,083.00 | 1,083.000 | 482.770 | 482.770 | 66.00 | 31,862.82 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 931.00 | 931.000 | 808.660 | 808.660 | 85.00 | 68,736.10 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 58.00 | 58.000 | 44.390 | 44.390 | 210.00 | 9,321.90 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 7.00 | 7.000 | 4.910 | 4.910 | 1,200.00 | 5,892.00 | |||
| 0025 | LEVELING & WEDGING PG76-22 | 00194 | TON | 2,261.00 | 2,261.000 | 2,761.610 | 2,761.610 | 139.00 | 383,863.79 | |||
| 0030 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 258.00 | 258.000 | 363.500 | 363.500 | 260.00 | 94,510.00 | |||
| 0035 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | TON | 26,306.00 | 26,306.000 | 26,149.990 | 26,149.990 | 133.00 | 3,477,948.67 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 105.00 | 105.000 | 71.820 | 71.820 | 1.00 | 71.82 | |||
| 0045 | JOINT ADHESIVE | 20071EC | LF | 198,844.00 | 198,844.000 | 145,335.000 | 145,335.000 | 0.65 | 94,467.75 | |||
| 0050 | GEOCOMPOSITE REINFORCEMENT FOR ASPHALT | 25010EC | SQYD | 535.00 | 535.000 | 382.190 | 382.190 | 28.00 | 10,701.32 | |||
| 8001 | RIDE QUALITY ADJUSTMENT ASPHALT | 10005NS | DOLL | 0.00 | 0.001 | -6,000.000 | -6,000.000 | 1.00 | -6,000.00 | |||
| Project | DE105007522W1 | Fed/State Project Number | NHPPIM 0756(107) | Category | 0002 ROADWAY | |||||||
| 0055 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 13.25 | 0.00 | |||
| 0060 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 43.00 | 43.000 | 0.000 | 0.000 | 13.25 | 0.00 | |||
| 0065 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0070 | REMOVE PAVEMENT | 02091 | SQYD | 535.00 | 535.000 | 382.190 | 382.190 | 111.00 | 42,423.09 | |||
| 0075 | REMOVE PAVED DITCH | 02165 | SQYD | 685.00 | 685.000 | 799.000 | 799.000 | 18.00 | 14,382.00 | |||
| 0080 | GRANULAR EMBANKMENT | 02223 | CUYD | 10.00 | 10.000 | 10.000 | 10.000 | 550.00 | 5,500.00 | |||
| 0085 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 325.00 | 325.000 | 325.000 | 325.000 | 47.75 | 15,518.75 | |||
| 0090 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,148.00 | 4,148.00 | |||
| 0095 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,245.00 | 7,470.00 | |||
| 0100 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,238.00 | 0.00 | |||
| 0105 | REMOVE GUARDRAIL | 02381 | LF | 1,337.50 | 1,337.500 | 1,337.500 | 1,337.500 | 3.30 | 4,413.75 | |||
| 0110 | REMOVE & RESET GUARDRAIL | 02383 | LF | 1,362.50 | 1,362.500 | 1,362.500 | 1,362.500 | 17.75 | 24,184.37 | |||
| 0115 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 701.00 | 2,804.00 | |||
| 0120 | CLEAN SINKHOLE | 02469 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0125 | CHANNEL LINING CLASS II | 02483 | TON | 397.00 | 397.000 | 287.760 | 287.760 | 158.00 | 45,466.08 | |||
| 0130 | CHANNEL LINING CLASS III | 02484 | TON | 1,033.00 | 1,033.000 | 926.960 | 926.960 | 160.00 | 148,313.60 | |||
| 0135 | TEMPORARY SIGNS | 02562 | SQFT | 5,000.00 | 5,000.000 | 329.000 | 329.000 | 4.75 | 1,562.75 | |||
| 0140 | DITCHING AND SHOULDERING | 02575 | LF | 25,423.00 | 25,423.000 | 24,954.000 | 24,954.000 | 13.00 | 324,402.00 | |||
| 0145 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 195,500.00 | 175,950.00 | |||
| 0150 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 6,750.00 | 27,000.00 | |||
| 0155 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 151,750.00 | 151,750.00 | |||
| 0160 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 26,945.00 | 26,945.000 | 24,556.640 | 24,556.640 | 20.50 | 503,411.12 | |||
| 0165 | EDGELINE RUMBLE STRIPS | 02697 | LF | 98,316.00 | 98,316.000 | 96,845.000 | 96,845.000 | 0.15 | 14,526.75 | |||
| 0170 | TEMP SILT FENCE | 02701 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0175 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0180 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0185 | SILT TRAP TYPE C | 02705 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,150.00 | 0.00 | |||
| 0190 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 21,000.00 | 21,000.00 | |||
| 0195 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 475.00 | 1,900.00 | |||
| 0200 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,842.00 | 3,842.000 | 1,630.000 | 1,630.000 | 2.80 | 4,564.00 | |||
| 0205 | MAINTENANCE FERTILIZER | 05964 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,585.00 | 0.00 | |||
| 0210 | SEEDING AND PROTECTION | 05985 | SQYD | 100.00 | 100.000 | 0.000 | 0.000 | 16.30 | 0.00 | |||
| 0215 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 329.00 | 329.000 | 128.000 | 128.000 | 53.00 | 6,784.00 | |||
| 0220 | STEEL POST MILE MARKERS | 06412 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 514.00 | 0.00 | |||
| 0225 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 124,281.00 | 124,281.000 | 27,156.000 | 27,156.000 | 0.28 | 7,603.68 | |||
| 0230 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 72,914.00 | 72,914.000 | 71,074.000 | 71,074.000 | 1.20 | 85,288.80 | |||
| 0235 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 48,604.00 | 48,604.000 | 46,590.000 | 46,590.000 | 1.20 | 55,908.00 | |||
| 0240 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 1,657.00 | 1,657.000 | 798.000 | 798.000 | 8.50 | 6,783.00 | |||
| 0245 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 1,106.00 | 1,106.000 | 646.000 | 646.000 | 8.50 | 5,491.00 | |||
| 0250 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 1,215.00 | 1,215.000 | 1,189.000 | 1,189.000 | 27.00 | 32,103.00 | |||
| 0255 | FUEL ADJUSTMENT | 10020NS | DOLL | 44,868.00 | 44,868.000 | 6,393.530 | 6,393.530 | 1.00 | 6,393.53 | |||
| 0260 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 112,695.00 | 112,695.000 | -51,114.290 | -51,114.290 | 1.00 | -51,114.29 | |||
| 0265 | OBJECT MARKER TY 3 | 20191ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 74.50 | 0.00 | |||
| 0270 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 200.00 | 200.000 | 202.000 | 202.000 | 78.71 | 15,899.42 | |||
| 0275 | CLEAN CULVERT | 20465EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 37,000.00 | 37,000.00 | |||
| 0280 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 1,475.00 | 1,475.000 | 1,475.000 | 1,475.000 | 52.75 | 77,806.25 | |||
| 0285 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 124,281.00 | 124,281.000 | 5,954.000 | 5,954.000 | 0.41 | 2,441.14 | |||
| 0290 | CONCRETE WEDGE CURB | 22883EN | LF | 843.00 | 843.000 | 73.000 | 73.000 | 90.00 | 6,570.00 | |||
| 0295 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 2,152,333.00 | 2,152,333.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0300 | PORTABLE QUEUE WARNING ALERT SYSTEM | 26136EC | MONT | 4.00 | 4.000 | 3.000 | 3.000 | 5,935.00 | 17,805.00 | |||
| 0305 | QUEUE WARNING PCMS | 26137EC | MONT | 16.00 | 16.000 | 12.000 | 12.000 | 1.00 | 12.00 | |||
| 0310 | QUEUE WARNING PORTABLE RADAR SENSORS | 26138EC | MONT | 16.00 | 16.000 | 6.000 | 6.000 | 1.00 | 6.00 | |||
| 8000 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE105007522W1 | Fed/State Project Number | NHPPIM 0756(107) | Category | 0003 DRAINAGE | |||||||
| 0315 | CULVERT PIPE-18 IN | 00462 | LF | 8.00 | 8.000 | 8.000 | 8.000 | 475.00 | 3,800.00 | |||
| 0320 | CULVERT PIPE-24 IN | 00464 | LF | 8.00 | 8.000 | 16.000 | 16.000 | 495.00 | 7,920.00 | |||
| 0325 | CULVERT PIPE-42 IN | 00469 | LF | 24.00 | 24.000 | 16.000 | 16.000 | 545.00 | 8,720.00 | |||
| 0330 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 10.00 | 10.000 | 10.000 | 10.000 | 145.00 | 1,450.00 | |||
| 0335 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0340 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,650.00 | 4,650.00 | |||
| 0345 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 4,650.00 | 9,300.00 | |||
| 0350 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 6,750.00 | 6,750.00 | |||
| 0355 | REMOVE PIPE | 01310 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0360 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 36.00 | 36.000 | 36.000 | 36.000 | 3.00 | 108.00 | |||
| 0365 | REMOVE HEADWALL | 02625 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| Project | DE105007522W1 | Fed/State Project Number | NHPPIM 0756(107) | Category | 0004 TRAFFIC LOOPS | |||||||
| 0370 | CONDUIT-1 1/4 IN | 04793 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 10.75 | 860.00 | |||
| 0375 | CONDUIT-2 IN | 04795 | LF | 20.00 | 20.000 | 20.000 | 20.000 | 12.75 | 255.00 | |||
| 0380 | TRENCHING AND BACKFILLING | 04820 | LF | 90.00 | 90.000 | 90.000 | 90.000 | 6.50 | 585.00 | |||
| 0385 | PIEZOELECTRIC SENSOR | 04829 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,910.00 | 11,460.00 | |||
| 0390 | LOOP WIRE | 04830 | LF | 2,650.00 | 2,650.000 | 2,642.000 | 2,642.000 | 1.60 | 4,227.20 | |||
| 0395 | LOOP SAW SLOT AND FILL | 04895 | LF | 600.00 | 600.000 | 348.000 | 348.000 | 12.75 | 4,437.00 | |||
| 0400 | GALVANIZED STEEL CABINET | 20359NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0405 | WOOD POST | 20360ES818 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 215.00 | 860.00 | |||
| 0410 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,650.00 | 3,300.00 | |||
| Project | DE105007522W1 | Fed/State Project Number | NHPPIM 0756(107) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0415 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 129,700.95 | 129,700.95 | |||
| 0420 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.500 | 0.250 | 0.750 | 102,100.00 | 51,050.00 | 76,575.00 | |
| SUBTOT | $51,050.00 |
$6,306,805.11 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||