|
ContID 251309 EST NO 0001 |
Date:05/21/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 251309 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | COVINGTON (06340) Griggs, Anthony D. | ||||||
| Contractor | EATON ASPHALT PAVING CO INC | MARS ADDR SN 0 | |||||
| AND SUBSIDIARY | |||||||
| 136 EAST FROGTOWN ROAD | |||||||
| WALTON , KY , 41094 | |||||||
| Pay Period | 05/06/2025 TO 05/16/2025 | ||||||
| Date Approved | 05/20/2025 | ||||||
| Primary Proj Number | DE00800712509 | ||||||
| Project No. | NHPP 0713 (069) | ||||||
| Primary County | BOONE | ||||||
| Name of Road | LOUISVILLE-CINCINNATI ROAD (I-71) | ||||||
| Description | FROM MP 69.8 TO MP 77.4 | ||||||
| Date Let | 04/24/2025 | Formal Acceptance | |||||
| Date Awarded | 04/25/2025 | Date Work Began | 05/16/2025 | ||||
| Date Contract Executed | 05/06/2025 | Open To Traffic | |||||
| Date NTP Issued | 05/06/2025 | Actual Completion Date | |||||
| Current Contract Amount | $12,794,226.87 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $12,794,226.87 |
Total Earnings | $142,656.34 |
$0.00 |
$142,656.34 |
|
| Percent Complete | 1.12 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $12,651,570.53 |
Gross Earnings | $142,656.34 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $142,656.34 |
$0.00 |
142,656.34 |
|||
| Contract Id | 251309 | Change Order Summary |
County | BOONE | ||||||
| Estimate Nbr | 0001 | Project Number | NHPP 0713 (069) | |||||||
| Contractor | EATON ASPHALT PAVING CO INC | Period | 05/06/2025 TO 05/16/2025 | |||||||
| 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 | 251309 | COMMONWEALTH OF KENTUCKY |
County | BOONE | ||||||
| Contract Type | ARHB ASPHALT REHAB WITH BRIDGE (S) | TRANSPORTATION CABINET |
Primary Project Number | DE00800712509 | ||||||
| Estimate Nbr | 0001 | Period | 05/06/2025 TO 05/16/2025 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC | |||||||||
| Project | DE00800712509 | Fed/State Project Number | NHPP 0713 (069) | 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 | DE00800712509 | Fed/State Project Number | NHPP 0713 (069) | Category | 0001 PAVING | |||||||
| 0005 | ASPHALT SEAL AGGREGATE | 00100 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 870.00 | 0.00 | |||
| 0010 | ASPHALT SEAL COAT | 00103 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,930.00 | 0.00 | |||
| 0015 | LEVELING & WEDGING PG64-22 | 00190 | TON | 8,221.00 | 8,221.000 | 0.000 | 0.000 | 81.00 | 0.00 | |||
| 0020 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 28,798.00 | 28,798.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 0025 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 25,670.00 | 25,670.000 | 0.000 | 0.000 | 123.67 | 0.00 | |||
| 0030 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 15,000.00 | 15,000.00 | 15,000.00 | |
| 0035 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 57,218.00 | 57,218.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0040 | FIBER REINFORCEMENT FOR HMA | 24785EC | TON | 13,995.00 | 13,995.000 | 0.000 | 0.000 | 9.75 | 0.00 | |||
| 0045 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 675,563.00 | 675,563.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0050 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 167.00 | 167.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0055 | GEOCOMPOSITE REINFORCEMENT FOR ASPHALT | 25010EC | SQYD | 89,749.00 | 89,749.000 | 0.000 | 0.000 | 9.75 | 0.00 | |||
| 0455 | LEVELING & WEDGING PG76-22 (ADDED 4-16-2025) | 00194 | TON | 500.00 | 500.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| Project | DE00800712509 | Fed/State Project Number | NHPP 0713 (069) | Category | 0002 ROADWAY | |||||||
| 0060 | CRUSHED STONE BASE | 00003 | TON | 77.00 | 77.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0065 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 200.00 | 200.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2,712.00 | 2,712.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
| 0075 | STANDARD INTEGRAL CURB | 01830 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0080 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0085 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0090 | DELINEATOR FOR BARRIER WALL-B/Y | 01986 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0095 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0100 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0105 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0110 | SPECIAL EXCAVATION | 02204 | CUYD | 260.00 | 260.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0115 | EMBANKMENT IN PLACE | 02230 | CUYD | 1,800.00 | 1,800.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0120 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 850.00 | 850.000 | 0.000 | 0.000 | 57.00 | 0.00 | |||
| 0125 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 3,700.00 | 0.00 | |||
| 0130 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0135 | REMOVE GUARDRAIL | 02381 | LF | 2,062.00 | 2,062.000 | 0.000 | 0.000 | 4.90 | 0.00 | |||
| 0140 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 145.00 | 145.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0145 | CHANNEL LINING CLASS II | 02483 | TON | 611.00 | 611.000 | 0.000 | 0.000 | 104.00 | 0.00 | |||
| 0150 | CLEARING AND GRUBBING APPROX 2.2 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 55,000.00 | 0.00 | |||
| 0155 | TEMPORARY SIGNS | 02562 | SQFT | 816.00 | 816.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0160 | DITCHING AND SHOULDERING | 02575 | LF | 690.00 | 690.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0165 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.000 | 0.050 | 195,000.00 | 9,750.00 | 9,750.00 | |
| 0170 | TRUCK MOUNTED ATTENUATOR | 02654 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 27,984.00 | 0.00 | |||
| 0175 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 5,194.00 | 0.00 | |||
| 0180 | SILT TRAP TYPE B | 02704 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0185 | SILT TRAP TYPE C | 02705 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0190 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0195 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0200 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.050 | 0.000 | 0.050 | 35,000.00 | 1,750.00 | 1,750.00 | |
| 0205 | RELOCATE CRASH CUSHION | 02898 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,100.00 | 0.00 | |||
| 0210 | CONC BARRIER WALL TYPE 9T | 03171 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 0215 | CONDUIT-1 1/4 IN | 04793 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0220 | CONDUIT-2 IN | 04795 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0225 | TRENCHING AND BACKFILLING | 04820 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0230 | PIEZOELECTRIC SENSOR | 04829 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,950.00 | 0.00 | |||
| 0235 | LOOP WIRE | 04830 | LF | 1,600.00 | 1,600.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0240 | LOOP SAW SLOT AND FILL | 04895 | LF | 360.00 | 360.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0245 | EROSION CONTROL BLANKET | 05950 | SQYD | 96,728.00 | 96,728.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
| 0250 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 419,740.00 | 419,740.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| 0255 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 117,805.00 | 117,805.000 | 0.000 | 0.000 | 1.15 | 0.00 | |||
| 0260 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 96,728.00 | 96,728.000 | 0.000 | 0.000 | 1.15 | 0.00 | |||
| 0265 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 5,754.00 | 5,754.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0270 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0275 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 920.00 | 920.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0280 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 101.00 | 101.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0285 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 1,963.00 | 1,963.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0290 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 1,311.00 | 1,311.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0295 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0300 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 1,254.00 | 1,254.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0305 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 178.00 | 178.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0310 | CONCRETE-CLASS A | 08100 | CUYD | 30.00 | 30.000 | 0.000 | 0.000 | 2,580.00 | 0.00 | |||
| 0315 | CRASH CUSHION TY VI CLASS C | 08904 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 9,500.00 | 0.00 | |||
| 0320 | FUEL ADJUSTMENT | 10020NS | DOLL | 147,000.00 | 147,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0325 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 275,000.00 | 275,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0330 | JOINT ADHESIVE | 20071EC | LF | 186,780.00 | 186,780.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0335 | OBJECT MARKER TY 3 | 20191ED | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0340 | GALVANIZED STEEL CABINET | 20359NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0345 | WOOD POST | 20360ES818 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0350 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 169,865.00 | 169,865.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 0355 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0360 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0365 | GUARDRAIL THRIE BEAM | 21380ES719 | LF | 615.00 | 615.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 0370 | HIGH FRICTION SURFACE TREATMENT | 23229EC | SQYD | 11,931.00 | 11,931.000 | 0.000 | 0.000 | 18.30 | 0.00 | |||
| 0375 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 1,282.00 | 1,282.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0380 | PAVE MARK THERMO-WRONG WAY ARROW | 24689EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0385 | QUEUE PROTECTION VEHICLE | 25075EC | HOUR | 400.00 | 400.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0390 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,700.00 | 0.00 | |||
| 0395 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0400 | FURNISH QUEUE PROTECTION VEHICLES | 25117EC | MONT | 14.00 | 14.000 | 0.000 | 0.000 | 4,717.00 | 0.00 | |||
| 0405 | PORTABLE QUEUE WARNING ALERT SYSTEM | 26136EC | MONT | 14.00 | 14.000 | 0.250 | 0.000 | 0.250 | 1,749.00 | 437.25 | 437.25 | |
| 0410 | QUEUE WARNING PCMS | 26137EC | MONT | 14.00 | 14.000 | 1.500 | 0.000 | 1.500 | 530.00 | 795.00 | 795.00 | |
| 0415 | QUEUE WARNING PORTABLE RADAR SENSORS | 26138EC | MONT | 14.00 | 14.000 | 1.500 | 0.000 | 1.500 | 1.06 | 1.59 | 1.59 | |
| 0420 | THRIE BEAM BULLNOSE TERMINAL | 26236EC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0425 | CONNECTED ARROW PANEL | 26237EC | MONT | 28.00 | 28.000 | 0.000 | 0.000 | 318.00 | 0.00 | |||
| 0460 | DGA BASE (ADDED 4-16-2025) | 00001 | TON | 40.00 | 40.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| Project | DE00800712509 | Fed/State Project Number | NHPP 0713 (069) | Category | 0003 BRIDGE - WEBWALLS | |||||||
| 0430 | CONCRETE-CLASS A | 08100 | CUYD | 312.20 | 312.200 | 0.000 | 0.000 | 1,025.00 | 0.00 | |||
| 0435 | STEEL REINFORCEMENT | 08150 | LB | 11,138.00 | 11,138.000 | 0.000 | 0.000 | 6.25 | 0.00 | |||
| 0440 | CONCRETE SEALING | 23378EC | SQFT | 5,360.00 | 5,360.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| Project | DE00800712509 | Fed/State Project Number | NHPP 0713 (069) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0445 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 229,845.00 | 114,922.50 | 114,922.50 | |
| 0450 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 185,600.00 | 0.00 | |||
| SUBTOT | $142,656.34 |
$142,656.340 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||