|
Report_Id: 251009 Est NO 0004 |
Date:11/10/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 251009 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05380) Barnett, Joseph W. | ||||||
| Contractor | H G MAYS CORPORATION | ADDR SN 0 VC Code KY0022041 | |||||
| BOX 797 | |||||||
| FRANKFORT , KY , 40602 | |||||||
| Pay Period | 10/03/2025 TO 10/16/2025 | ||||||
| Date Approved | 10/25/2025 | ||||||
| Primary Proj Number | DE03700642509 | ||||||
| Project No. | NHPP 0644(098) | ||||||
| Primary County | FRANKLIN | ||||||
| Name of Road | I-64 | ||||||
| Description | ADDRESS CONDITION OF I-64 FROM MP 53.113 TO MP 57.811 IN FRA NKLIN COUNTY | ||||||
| Date Let | 04/24/2025 | Formal Acceptance | |||||
| Date Awarded | 05/06/2025 | Date Work Began | 08/25/2025 | ||||
| Date Contract Executed | 06/16/2025 | Open To Traffic | |||||
| Date NTP Issued | 06/16/2025 | Actual Completion Date | |||||
| Current Contract Amount | $10,498,240.70 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $10,498,240.70 |
Total Earnings | $1,436,498.62 |
$1,142,728.43 |
$293,770.19 |
|
| Percent Complete | 13.68 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $9,061,742.08 |
Gross Earnings | $1,436,498.62 |
$1,142,728.43 |
$293,770.19 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,436,498.62 |
$1,142,728.43 |
$293,770.19 |
|||
| Contract Id | 251009 | Change Order Summary |
County | FRANKLIN | ||||||
| Estimate Nbr | 0004 | Project Number | NHPP 0644(098) | |||||||
| Contractor | H G MAYS CORPORATION | Period | 10/03/2025 TO 10/16/2025 | |||||||
| 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 | 251009 | COMMONWEALTH OF KENTUCKY |
County | FRANKLIN | ||||||
| Contract Type | ARHB ASPHALT REHAB WITH BRIDGE (S) | TRANSPORTATION CABINET |
Primary Project Number | DE03700642509 | ||||||
| Estimate Nbr | 0004 | Period | 10/03/2025 TO 10/16/2025 | |||||||
| Contractor | H G MAYS CORPORATION | |||||||||
| Project | DE03700642509 | Fed/State Project Number | NHPP 0644(098) | 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 | DE03700642509 | Fed/State Project Number | NHPP 0644(098) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 2,430.00 | 2,430.000 | 241.270 | 0.000 | 241.270 | 40.00 | 9,650.80 | 9,650.80 | |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 577.00 | 577.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 70.00 | 70.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG76-22 (REVISED 4-22-25) | 00194 | TON | 227.00 | 227.000 | 100.760 | 100.760 | 243.00 | 24,484.68 | |||
| 0025 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 10,600.00 | 10,600.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0030 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 29,680.00 | 29,680.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0035 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 4,543.00 | 4,543.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 0040 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 14,560.00 | 14,560.000 | 0.000 | 0.000 | 98.50 | 0.00 | |||
| 0045 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 219.00 | 219.000 | 0.420 | 0.420 | 1.00 | 0.42 | |||
| 0050 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 36,434.00 | 36,434.000 | 0.000 | 0.000 | 14.50 | 0.00 | |||
| 0055 | JOINT ADHESIVE | 20071EC | LF | 100,062.00 | 100,062.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0060 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 3,967,174.00 | 3,967,174.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| Project | DE03700642509 | Fed/State Project Number | NHPP 0644(098) | Category | 0002 ROADWAY | |||||||
| 0070 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0075 | DROP BOX INLET TYPE 5A | 01502 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,000.00 | 9,000.00 | |||
| 0080 | FLUME INLET TYPE 1 | 01690 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,500.00 | 15,000.00 | |||
| 0085 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 500.00 | 2,000.00 | 2,000.00 | |
| 0090 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 100.00 | 100.000 | 100.000 | 0.000 | 100.000 | 75.00 | 7,500.00 | 7,500.00 | |
| 0095 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 16.03 | 0.00 | |||
| 0100 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW (REVISED 4-22-25) | 01983 | EACH | 290.00 | 290.000 | 0.000 | 0.000 | 16.03 | 0.00 | |||
| 0105 | RELOCATE TEMP CONC BARRIER (REVISED 4-22-25) | 02003 | LF | 2,739.00 | 2,739.000 | 780.000 | 1,640.000 | 2,420.000 | 2.00 | 1,560.00 | 4,840.00 | |
| 0110 | ROADWAY EXCAVATION | 02200 | CUYD | 650.00 | 650.000 | 250.000 | 250.000 | 35.00 | 8,750.00 | |||
| 0115 | GUARDRAIL-STEEL W BEAM-S FACE (REVISED 4-22-25) | 02351 | LF | 14,838.00 | 14,838.000 | 0.000 | 0.000 | 30.46 | 0.00 | |||
| 0120 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 3,698.29 | 0.00 | |||
| 0125 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 1,361.80 | 0.00 | |||
| 0130 | REMOVE GUARDRAIL CON TO BR END | 02372 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 359.11 | 0.00 | |||
| 0135 | REMOVE GUARDRAIL | 02381 | LF | 15,318.00 | 15,318.000 | 312.500 | 312.500 | 3.23 | 1,009.37 | |||
| 0140 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,863.84 | 0.00 | |||
| 0145 | TEMPORARY SIGNS | 02562 | SQFT | 3,000.00 | 3,000.000 | 977.000 | 977.000 | 7.42 | 7,249.34 | |||
| 0150 | DITCHING AND SHOULDERING | 02575 | LF | 24,779.00 | 24,779.000 | 0.000 | 0.000 | 13.96 | 0.00 | |||
| 0155 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 0.200 | 526,702.00 | 52,670.20 | 105,340.40 | |
| 0160 | TRUCK MOUNTED ATTENUATOR | 02654 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 3,710.00 | 7,420.00 | 7,420.00 | |
| 0165 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 8,165.00 | 40,825.00 | |||
| 0170 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0175 | SAFELOADING | 02690 | CUYD | 12.00 | 12.000 | 12.000 | 0.000 | 12.000 | 400.00 | 4,800.00 | 4,800.00 | |
| 0180 | SHOULDER RUMBLE STRIPS | 02696 | LF | 113,571.00 | 113,571.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
| 0185 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 0190 | RELOCATE CRASH CUSHION (REVISED 4-22-25) | 02898 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,616.72 | 7,233.44 | |||
| 0195 | CONC BARRIER WALL TYPE 9T (REVISED 4-22-25) | 03171 | LF | 2,739.00 | 2,739.000 | 1,500.000 | 780.000 | 2,280.000 | 25.00 | 37,500.00 | 57,000.00 | |
| 0200 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 262,376.00 | 262,376.000 | 6,325.000 | 14,755.000 | 21,080.000 | 0.35 | 2,213.75 | 7,378.00 | |
| 0205 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 69,967.00 | 69,967.000 | 0.000 | 0.000 | 1.30 | 0.00 | |||
| 0210 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 54,381.00 | 54,381.000 | 0.000 | 0.000 | 1.30 | 0.00 | |||
| 0215 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 3,616.00 | 3,616.000 | 0.000 | 0.000 | 2.60 | 0.00 | |||
| 0220 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 729.00 | 729.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0225 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 57.00 | 57.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0235 | FUEL ADJUSTMENT | 10020NS | DOLL | 92,786.00 | 92,786.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0240 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 233,051.00 | 233,051.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0245 | OBJECT MARKER TY 3 | 20191ED | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 37.72 | 0.00 | |||
| 0250 | END ANCHORS | 23148EN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 16,760.64 | 16,760.64 | |||
| 0255 | REMOVE CABLE GUARDRAIL BARRIER SYSTEM | 24255EC | LF | 135.00 | 135.000 | 135.000 | 0.000 | 135.000 | 6.72 | 907.20 | 907.20 | |
| 0260 | PAVE MARK THERMO-WRONG WAY ARROW | 24689EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0265 | QUEUE PROTECTION VEHICLE | 25075EC | HOUR | 250.00 | 250.000 | 45.000 | 161.000 | 206.000 | 75.00 | 3,375.00 | 15,450.00 | |
| 0270 | THRIE BEAM GUARDRAIL TRANSITION TL-3 (REVISED 4-22-25) | 25078ED | EACH | 27.00 | 27.000 | 2.000 | 2.000 | 4,003.33 | 8,006.66 | |||
| 0275 | FURNISH QUEUE PROTECTION VEHICLES | 25117EC | MONT | 8.00 | 8.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0280 | PORTABLE QUEUE WARNING ALERT SYSTEM | 26136EC | MONT | 8.00 | 8.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0285 | QUEUE WARNING PCMS | 26137EC | MONT | 32.00 | 32.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0290 | QUEUE WARNING PORTABLE RADAR SENSORS | 26138EC | MONT | 32.00 | 32.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0295 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0300 | THRIE BEAM BULLNOSE TERMINAL | 26236EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 28,704.92 | 0.00 | |||
| 0305 | CONNECTED ARROW PANEL | 26237EC | MONT | 8.00 | 8.000 | 0.000 | 0.000 | 312.50 | 0.00 | |||
| 0395 | PAVE STRIPING-DUR TY 1-6 IN W (ADDED 4-22-25) | 06556 | LF | 900.00 | 900.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0400 | PAVE STRIPING-DUR TY 1-6 IN Y (ADDED 4-22-25) | 06557 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0405 | REMOVE CRASH CUSHION (ADDED 4-22-25) | 20432ES112 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,414.79 | 0.00 | |||
| 0410 | BORE AND JACK PIPE-18 IN (ADDED 4-22-25) | 23126EN | LF | 94.00 | 94.000 | 94.000 | 94.000 | 750.00 | 70,500.00 | |||
| 0415 | CRASH CUSHION TY VI CLASS C TL3 (ADDED 4-22-25) | 23979EC | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 8,831.82 | 8,831.82 | |||
| 0420 | REMOVE CONCRETE MASONRY (ADDED 4-22-25) | 02403 | CUYD | 104.00 | 104.000 | 1.232 | 0.000 | 1.232 | 445.00 | 548.24 | 548.24 | |
| Project | DE03700642509 | Fed/State Project Number | NHPP 0644(098) | Category | 0003 TRAFFIC LOOPS | |||||||
| 0310 | CONDUIT-1 1/4 IN | 04793 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 6.44 | 0.00 | |||
| 0315 | CONDUIT-2 IN | 04795 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 8.93 | 0.00 | |||
| 0320 | TRENCHING AND BACKFILLING | 04820 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0325 | PIEZOELECTRIC SENSOR | 04829 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0330 | LOOP WIRE | 04830 | LF | 1,680.00 | 1,680.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0335 | LOOP SAW SLOT AND FILL | 04895 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 29.85 | 0.00 | |||
| 0340 | GALVANIZED STEEL CABINET | 20359NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.85 | 0.00 | |||
| 0345 | WOOD POST | 20360ES818 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0350 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| Project | DE03700642509 | Fed/State Project Number | NHPP 0644(098) | Category | 0004 BRIDGE | |||||||
| 0355 | STRUCTURE EXCAVATION-COMMON (REVISED 4-22-25) | 08001 | CUYD | 106.00 | 106.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0360 | CONCRETE-CLASS A (REVISED 4-22-25) | 08100 | CUYD | 198.00 | 198.000 | 0.000 | 0.000 | 1,230.00 | 0.00 | |||
| 0365 | STEEL REINFORCEMENT (REVISED 4-22-25) | 08150 | LB | 9,444.00 | 9,444.000 | 0.000 | 0.000 | 3.60 | 0.00 | |||
| 0370 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 1,360.00 | 1,360.000 | 385.000 | 975.000 | 1,360.000 | 425.00 | 163,625.00 | 578,000.00 | |
| 0375 | CONCRETE SEALING (REVISED 4-22-25) | 23378EC | SQFT | 7,452.00 | 7,452.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0380 | CONCRETE COATING | 26232EC | SQFT | 10,880.00 | 10,880.000 | 0.000 | 0.000 | 3.60 | 0.00 | |||
| Project | DE03700642509 | Fed/State Project Number | NHPP 0644(098) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0385 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 414,012.59 | 414,012.59 | |||
| 0390 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 150,700.00 | 0.00 | |||
| SUBTOT | $293,770.19 |
$1,436,498.60 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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