|
ContID 261126 EST NO 0001 |
Date:08/12/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 261126 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | LEXINGTON (07340) Stewart, Darren F | ||||||
| Contractor | FOX ENTERPRISES INC | MARS ADDR SN 0 | |||||
| PO BOX 1718 | |||||||
| RICHMOND , KY , 40476 | |||||||
| Pay Period | 07/08/2026 TO 08/10/2026 | ||||||
| Date Approved | 08/11/2026 | ||||||
| Primary Proj Number | DE105NBRA26W1 | ||||||
| Project No. | NHPP 0756 (109) | ||||||
| Primary County | SCOTT | ||||||
| Name of Road | I-75 NB REST AREA TRUCK PARKING EXPANSION - SCOTT | ||||||
| Description | I-75 NB REST AREA TRUCK PARKING EXPANSION - SCOTT CO. | ||||||
| Date Let | 06/25/2026 | Formal Acceptance | |||||
| Date Awarded | 06/26/2026 | Date Work Began | |||||
| Date Contract Executed | 07/08/2026 | Open To Traffic | |||||
| Date NTP Issued | 07/08/2026 | Actual Completion Date | |||||
| Current Contract Amount | $6,819,953.90 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $6,819,953.90 |
Total Earnings | $206,980.09 |
$0.00 |
$206,980.09 |
|
| Percent Complete | 3.03 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $6,612,973.81 |
Gross Earnings | $206,980.09 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $206,980.09 |
$0.00 |
206,980.09 |
|||
| Contract Id | 261126 | Change Order Summary |
County | SCOTT | ||||||
| Estimate Nbr | 0001 | Project Number | NHPP 0756 (109) | |||||||
| Contractor | FOX ENTERPRISES INC | Period | 07/08/2026 TO 08/10/2026 | |||||||
| 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 | 261126 | COMMONWEALTH OF KENTUCKY |
County | SCOTT | ||||||
| Contract Type | JPC JPC PAVEMENT | TRANSPORTATION CABINET |
Primary Project Number | DE105NBRA26W1 | ||||||
| Estimate Nbr | 0001 | Period | 07/08/2026 TO 08/10/2026 | |||||||
| Contractor | FOX ENTERPRISES INC | |||||||||
| Project | DE105NBRA26W1 | Fed/State Project Number | NHPP 0756 (109) | 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 | DE105NBRA26W1 | Fed/State Project Number | NHPP 0756 (109) | Category | 0001 ROADWAY | |||||||
| 0005 | STANDARD INTEGRAL CURB | 01830 | LF | 1,124.00 | 1,124.000 | 0.000 | 0.000 | 34.75 | 0.00 | |||
| 0010 | REMOVE CURB | 01904 | LF | 1,129.00 | 1,129.000 | 0.000 | 0.000 | 12.65 | 0.00 | |||
| 0015 | DELINEATOR FOR G/R MONO DIRECTIONAL WHITE | 01982 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0020 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 1,440.00 | 1,440.000 | 0.000 | 0.000 | 14.50 | 0.00 | |||
| 0025 | REMOVE PCC PAVEMENT | 02058 | SQYD | 15,119.00 | 15,119.000 | 6,533.000 | 0.000 | 6,533.000 | 14.50 | 94,728.50 | 94,728.50 | |
| 0030 | TEMP DITCH | 02159 | LF | 960.00 | 960.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0035 | CLEAN TEMP DITCH | 02160 | LF | 960.00 | 960.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0040 | ROADWAY EXCAVATION | 02200 | CUYD | 14,561.00 | 14,561.000 | 150.000 | 0.000 | 150.000 | 21.50 | 3,225.00 | 3,225.00 | |
| 0045 | G/R-W BEAM-S FACE TL-3 | 02351 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 0050 | G/R END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 0055 | REMOVE G/R | 02381 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0060 | CLEARING AND GRUBBING 3.74 ACRES - SCOTT | 02545 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 15,000.00 | 1,500.00 | 1,500.00 | |
| 0065 | TEMPORARY SIGNS | 02562 | SQFT | 200.00 | 200.000 | 148.000 | 0.000 | 148.000 | 8.48 | 1,255.04 | 1,255.04 | |
| 0070 | MAINTAIN & CONTROL TRAFFIC SCOTT | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 90,000.00 | 0.00 | |||
| 0075 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 2.000 | 0.000 | 2.000 | 3,710.00 | 7,420.00 | 7,420.00 | |
| 0080 | TEMP SILT FENCE | 02701 | LF | 1,300.00 | 1,300.000 | 600.000 | 0.000 | 600.000 | 4.00 | 2,400.00 | 2,400.00 | |
| 0085 | SILT TRAP TYPE B | 02704 | EACH | 11.00 | 11.000 | 10.000 | 0.000 | 10.000 | 350.00 | 3,500.00 | 3,500.00 | |
| 0090 | SILT TRAP TYPE C | 02705 | EACH | 11.00 | 11.000 | 2.000 | 0.000 | 2.000 | 325.00 | 650.00 | 650.00 | |
| 0095 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 11.00 | 11.000 | 2.000 | 0.000 | 2.000 | 45.00 | 90.00 | 90.00 | |
| 0100 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0105 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 196.00 | 196.000 | 0.000 | 0.000 | 58.77 | 0.00 | |||
| 0110 | STAKING SCOTT | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 22,500.00 | 0.00 | |||
| 0115 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,517.50 | 0.00 | |||
| 0120 | RELOCATE CRASH CUSHION | 02898 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
| 0125 | CONC BARRIER WALL TYPE 9T | 03171 | LF | 1,440.00 | 1,440.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0130 | TEMP MULCH | 05952 | SQYD | 15,580.00 | 15,580.000 | 0.000 | 0.000 | 0.49 | 0.00 | |||
| 0135 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 11,685.00 | 11,685.000 | 0.000 | 0.000 | 0.58 | 0.00 | |||
| 0140 | INITIAL FERTILIZER | 05963 | TON | 1.20 | 1.200 | 0.000 | 0.000 | 1,590.00 | 0.00 | |||
| 0145 | MAINTENANCE FERTILIZER | 05964 | TON | 0.70 | 0.700 | 0.000 | 0.000 | 1,590.00 | 0.00 | |||
| 0150 | SEEDING AND PROTECTION | 05985 | SQYD | 23,370.00 | 23,370.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0155 | AGRICULTURAL LIMESTONE | 05992 | TON | 12.00 | 12.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0160 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 8.25 | 8.250 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0165 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 18.00 | 18.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0170 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 292.00 | 292.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0175 | STEEL POST TYPE 1 | 06410 | LF | 419.00 | 419.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0180 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 1.15 | 1.150 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0185 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 2,666.00 | 2,666.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0190 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 1,468.00 | 1,468.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0195 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 10,480.00 | 10,480.000 | 3,808.000 | 0.000 | 3,808.000 | 2.50 | 9,520.00 | 9,520.00 | |
| 0200 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,630.00 | 2,630.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0205 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 331.00 | 331.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0210 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 1,997.00 | 1,997.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0215 | PAVE MARKING-PAINT PARKING LOT | 06571 | LF | 10,856.00 | 10,856.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0220 | FUEL ADJUSTMENT | 10020NS | DOLL | 11,698.00 | 11,698.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0225 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 5,759.00 | 5,759.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0230 | OBJECT MARKER TY 3 | 20191ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0235 | PAVE MARK HANDICAP SYMBOL | 20206EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0240 | TEMP CRASH CUSHION | 20738NS112 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,243.40 | 0.00 | |||
| 0245 | RETAINING WALL SYSTEM BLOCK AND CAP | 20752ED | SQFT | 6,010.00 | 6,010.000 | 0.000 | 0.000 | 66.11 | 0.00 | |||
| 0250 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,638.00 | 1,638.000 | 0.000 | 0.000 | 8.10 | 0.00 | |||
| 0255 | GMSS TYPE D | 21596ND | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0260 | BARCODE SIGN INVENTORY | 24631EC | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0265 | PAVE MARK THERMO-WRONG WAY ARROW | 24689EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0270 | LONGITUDINAL SAW CUT | 24969ED | LF | 2,332.00 | 2,332.000 | 2,332.000 | 0.000 | 2,332.000 | 5.10 | 11,893.20 | 11,893.20 | |
| 0275 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG SCOTT | 26248EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 590.00 | 0.00 | |||
| 0280 | ROCK EXCAVATION | 40027 | CUYD | 3,640.00 | 3,640.000 | 0.000 | 0.000 | 63.85 | 0.00 | |||
| Project | DE105NBRA26W1 | Fed/State Project Number | NHPP 0756 (109) | Category | 0002 PAVEMENT | |||||||
| 0285 | DGA BASE | 00001 | TON | 10,538.00 | 10,538.000 | 123.800 | 0.000 | 123.800 | 41.00 | 5,075.80 | 5,075.80 | |
| 0290 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 368.00 | 368.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0295 | ASPHALT SEAL AGGREGATE | 00100 | TON | 68.00 | 68.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0300 | ASPHALT SEAL COAT | 00103 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 2,050.00 | 0.00 | |||
| 0305 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 655.00 | 655.000 | 290.710 | 0.000 | 290.710 | 155.00 | 45,060.05 | 45,060.05 | |
| 0310 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 267.00 | 267.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0315 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 132.00 | 132.000 | 0.000 | 0.000 | 220.00 | 0.00 | |||
| 0320 | ASPHALT CURING SEAL | 00358 | TON | 1.50 | 1.500 | 0.000 | 0.000 | 2,850.00 | 0.00 | |||
| 0325 | JPC PAVEMENT-10 IN | 02069 | SQYD | 26,742.00 | 26,742.000 | 0.000 | 0.000 | 114.55 | 0.00 | |||
| 0330 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 1.00 | 1.000 | 0.000 | 0.000 | 6,575.00 | 0.00 | |||
| Project | DE105NBRA26W1 | Fed/State Project Number | NHPP 0756 (109) | Category | 0003 DRAINAGE | |||||||
| 0335 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0340 | STORM SEWER PIPE-18 IN | 00522 | LF | 209.00 | 209.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0345 | PERFORATED PIPE-4 IN | 01000 | LF | 1,638.00 | 1,638.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0350 | INSPECT & CERTIFY EDGE DRAIN SYSTEM SCOTT | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0355 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 1,875.00 | 0.00 | |||
| 0360 | REMOVE PIPE | 01310 | LF | 200.00 | 200.000 | 200.000 | 0.000 | 200.000 | 34.00 | 6,800.00 | 6,800.00 | |
| 0365 | CURB BOX INLET TYPE B | 01480 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 7,800.00 | 0.00 | |||
| 0370 | CAP CURB BOX INLET | 01634 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 1,341.00 | 0.00 | |||
| 0375 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,526.78 | 0.00 | |||
| 0380 | REMOVE CATCH BASIN | 01706 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1,650.00 | 1,650.00 | 1,650.00 | |
| 8000 | CORED HOLE DRAINAGE BOX CON- 18 IN Core Existing Inlet Box for 18-in pipe install | 21541NN | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 2,134.00 | 0.00 | |||
| Project | DE105NBRA26W1 | Fed/State Project Number | NHPP 0756 (109) | Category | 0004 LIGHTING NB | |||||||
| 0385 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 68,100.00 | 0.00 | |||
| 0390 | MARKER | 04800 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 428.00 | 0.00 | |||
| 0395 | TRENCHING AND BACKFILLING | 04820 | LF | 1,786.00 | 1,786.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0400 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 24,425.00 | 12,212.50 | 12,212.50 | |
| 0405 | REMOVE AND REPLACE SIDEWALK | 04960 | SQYD | 15.00 | 15.000 | 0.000 | 0.000 | 84.00 | 0.00 | |||
| 0410 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,854.00 | 0.00 | |||
| 0415 | BORE AND JACK CONDUIT | 21543EN | LF | 370.00 | 370.000 | 0.000 | 0.000 | 146.00 | 0.00 | |||
| 0420 | POLE BASE-HIGH MAST | 23161EN | CUYD | 35.00 | 35.000 | 0.000 | 0.000 | 2,732.00 | 0.00 | |||
| 0425 | HIGH MAST LED LUMINAIRE | 24749EC | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 1,723.00 | 0.00 | |||
| 0430 | CABLE-NO. 10/3C DUCTED | 24851EC | LF | 3,640.00 | 3,640.000 | 0.000 | 0.000 | 7.20 | 0.00 | |||
| 0435 | PVC CONDUIT-3 IN-SCHEDULE 80 | 24902EC | LF | 370.00 | 370.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| Project | DE105NBRA26W1 | Fed/State Project Number | NHPP 0756 (109) | Category | 0005 LIGHTING SB | |||||||
| 0440 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 68,100.00 | 0.00 | |||
| 0445 | MARKER | 04800 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 428.00 | 0.00 | |||
| 0450 | TRENCHING AND BACKFILLING | 04820 | LF | 2,115.00 | 2,115.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0455 | REMOVE LIGHTING SCOTT | 04940 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,888.00 | 0.00 | |||
| 0460 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,854.00 | 0.00 | |||
| 0465 | BORE AND JACK CONDUIT | 21543EN | LF | 95.00 | 95.000 | 0.000 | 0.000 | 146.00 | 0.00 | |||
| 0470 | POLE BASE-HIGH MAST | 23161EN | CUYD | 27.00 | 27.000 | 0.000 | 0.000 | 2,732.00 | 0.00 | |||
| 0475 | HIGH MAST LED LUMINAIRE | 24749EC | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 1,723.00 | 0.00 | |||
| 0480 | CABLE-NO. 10/3C DUCTED | 24851EC | LF | 2,960.00 | 2,960.000 | 0.000 | 0.000 | 7.20 | 0.00 | |||
| 0485 | PVC CONDUIT-3 IN-SCHEDULE 80 | 24902EC | LF | 95.00 | 95.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| Project | DE105NBRA26W1 | Fed/State Project Number | NHPP 0756 (109) | Category | 0006 MOBILIZATION & DEMOBILIZATION | |||||||
| 0490 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 235,000.00 | 0.00 | |||
| 0495 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 97,315.00 | 0.00 | |||
| SUBTOT | $206,980.09 |
$206,980.090 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||