|
Report_Id: 231020 Est NO 0013 |
Date:02/17/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 231020 | Estimate Number | 0013 | Estimate Type | PROGRESS | ||
| District Office | FLEMINGSBURG (09340) Bidwell, Kyle S. | ||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | ADDR SN 0 VC Code KY0028986 | |||||
| PO BOX 200 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 11/30/2024 TO 01/24/2025 | ||||||
| Date Approved | 02/03/2025 | ||||||
| Primary Proj Number | DE10300642308 | ||||||
| Project No. | NHPP 0647 (061) | ||||||
| Primary County | ROWAN | ||||||
| Name of Road | I-64 | ||||||
| Description | ADDRESS PAVEMENT CONDITION OF I-64 FROM MP 141.48 TO MP 147. 90 IN ROWAN COUNTY | ||||||
| Date Let | 03/23/2023 | Formal Acceptance | |||||
| Date Awarded | 04/04/2023 | Date Work Began | 08/30/2023 | ||||
| Date Contract Executed | 05/01/2023 | Open To Traffic | |||||
| Date NTP Issued | 05/01/2023 | Actual Completion Date | 05/24/2024 | ||||
| Current Contract Amount | $7,567,133.50 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,542,668.00 |
Total Earnings | $6,990,222.60 |
$6,984,223.13 |
$5,999.47 |
|
| Percent Complete | 92.38 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $576,910.90 |
Gross Earnings | $6,990,222.60 |
$6,984,223.13 |
$5,999.47 |
|
| Total Change Orders | $24,465.50 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $6,990,222.60 |
$6,984,223.13 |
$5,999.47 |
|||
| Contract Id | 231020 | Change Order Summary |
County | ROWAN | ||||||
| Estimate Nbr | 0013 | Project Number | NHPP 0647 (061) | |||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | Period | 11/30/2024 TO 01/24/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Liquidated Damage OVERRIDE | Approved | 06/20/2024 | $0.00 | 0.0 | |||||
| 002 | DGA Price Change and Metal End Section | Approved | 01/23/2025 | $24,465.50 | 174.0 | |||||
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 | 231020 | COMMONWEALTH OF KENTUCKY |
County | ROWAN | ||||||
| Contract Type | ASRH ASPHALT REHAB INTERSTATE/PARKWAY | TRANSPORTATION CABINET |
Primary Project Number | DE10300642308 | ||||||
| Estimate Nbr | 0013 | Period | 11/30/2024 TO 01/24/2025 | |||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | |||||||||
| Project | DE10300642308 | Fed/State Project Number | NHPP 0647 (061) | 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 | DE10300642308 | Fed/State Project Number | NHPP 0647 (061) | Category | 0001 PAVING | |||||||
| 0005 | ASPHALT SEAL AGGREGATE | 00100 | TON | 4.67 | 4.670 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0010 | ASPHALT SEAL COAT | 00103 | TON | 0.56 | 0.560 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0015 | ASPHALT SCRATCH COURSE PG64-22 | 00191 | TON | 2,068.00 | 2,068.000 | 2,490.180 | 2,490.180 | 130.00 | 323,723.40 | |||
| 0020 | ASPHALT SCRATCH COURSE PG76-22 | 00193 | TON | 5,860.66 | 5,860.660 | 6,080.280 | 6,080.280 | 132.00 | 802,596.96 | |||
| 0025 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 1,430.00 | 1,430.000 | 1,475.880 | 1,475.880 | 130.00 | 191,864.40 | |||
| 0030 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 6,279.00 | 6,279.000 | 4,897.190 | 4,897.190 | 128.00 | 626,840.32 | |||
| 0035 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 17,582.00 | 17,582.000 | 18,899.140 | 18,899.140 | 140.95 | 2,663,833.78 | |||
| 0040 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 0045 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 33,219.00 | 33,219.000 | 35,444.300 | 35,444.300 | 20.15 | 714,202.64 | |||
| 0050 | JOINT ADHESIVE | 20071EC | LF | 135,358.00 | 135,358.000 | 135,744.000 | 135,744.000 | 0.42 | 57,012.48 | |||
| 0055 | FIBER REINFORCEMENT FOR HMA | 24785EC | TON | 1,430.00 | 1,430.000 | 1,475.880 | 1,475.880 | 18.00 | 26,565.84 | |||
| 0060 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 1,624,297.00 | 1,624,297.000 | 1,624,297.000 | 1,624,297.000 | 0.01 | 16,242.97 | |||
| 0065 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 206.00 | 206.000 | 25.000 | 25.000 | 10.00 | 250.00 | |||
| 0070 | ASPHALT LEVELING AND WEDGING | 40074 | TON | 426.00 | 426.000 | 567.140 | 567.140 | 130.00 | 73,728.20 | |||
| Project | DE10300642308 | Fed/State Project Number | NHPP 0647 (061) | Category | 0002 ROADWAY | |||||||
| 0075 | DGA BASE | 00001 | TON | 77.00 | 0.000 | -221.840 | 221.840 | 0.000 | 125.00 | -27,730.00 | 0.00 | |
| 0080 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,900.00 | 15,600.00 | |||
| 0085 | REMOVE GUARDRAIL | 02381 | LF | 817.00 | 817.000 | 800.000 | 800.000 | 5.00 | 4,000.00 | |||
| 0090 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,000.00 | 16,000.00 | |||
| 0095 | CHANNEL LINING CLASS II | 02483 | TON | 2,340.00 | 2,340.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 0100 | CHANNEL LINING CLASS III | 02484 | TON | 240.00 | 240.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0105 | TEMPORARY SIGNS | 02562 | SQFT | 390.00 | 390.000 | 398.000 | 398.000 | 14.84 | 5,906.32 | |||
| 0110 | DITCHING AND SHOULDERING | 02575 | LF | 33,903.00 | 33,903.000 | 33,903.000 | 33,903.000 | 7.25 | 245,796.75 | |||
| 0115 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 3,734.00 | 3,734.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0120 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 295,000.00 | 295,000.00 | |||
| 0125 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,226.00 | 0.00 | |||
| 0130 | SHOULDER RUMBLE STRIPS | 02696 | LF | 135,358.08 | 135,358.080 | 129,741.000 | 129,741.000 | 0.12 | 15,568.92 | |||
| 0135 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0140 | SILT TRAP TYPE C | 02705 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0145 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0150 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0155 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0160 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 503.50 | 1,007.00 | |||
| 0165 | EROSION CONTROL BLANKET | 05950 | SQYD | 29,404.00 | 29,404.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0170 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 338,395.00 | 338,395.000 | 0.000 | 0.000 | 0.28 | 0.00 | |||
| 0175 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 85,599.00 | 85,599.000 | 82,176.000 | 82,176.000 | 1.18 | 96,967.68 | |||
| 0180 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 68,179.00 | 68,179.000 | 65,782.000 | 65,782.000 | 1.18 | 77,622.76 | |||
| 0185 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 600.00 | 600.000 | 635.000 | 635.000 | 4.25 | 2,698.75 | |||
| 0190 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 854.00 | 854.000 | 896.000 | 896.000 | 30.00 | 26,880.00 | |||
| 0195 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 30.00 | 210.00 | |||
| 0200 | CRASH CUSHION TY VI CLASS B TL3 | 08902 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 35,500.00 | 71,000.00 | |||
| 0205 | FUEL ADJUSTMENT | 10020NS | DOLL | 23,424.00 | 23,424.000 | 7,112.830 | 7,112.830 | 1.00 | 7,112.83 | |||
| 0210 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 137,879.00 | 137,879.000 | -65,319.670 | -65,319.670 | 1.00 | -65,319.67 | |||
| 0215 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 8.000 | 8.000 | 150.00 | 1,200.00 | |||
| 0220 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 40.00 | 40.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0225 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 250.00 | 250.000 | 200.000 | 200.000 | 51.75 | 10,350.00 | |||
| 0230 | RESET GRATE | 23970NC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,000.00 | 3,000.00 | |||
| 0235 | OBJECT MARKER TYPE 1 | 24640ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0240 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 12.00 | 12.000 | 12.000 | 12.000 | 275.00 | 3,300.00 | |||
| 0245 | QUEUE PROTECTION VEHICLE | 25075EC | HOUR | 250.00 | 250.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0250 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,095.00 | 0.00 | |||
| 0255 | FURNISH QUEUE PROTECTION VEHICLES | 25117EC | MONT | 4.00 | 4.000 | 4.000 | 4.000 | 3,900.00 | 15,600.00 | |||
| 0260 | PORTABLE QUEUE WARNING ALERT SYSTEM | 26136EC | MONT | 4.00 | 4.000 | 4.000 | 4.000 | 12,402.00 | 49,608.00 | |||
| 0265 | QUEUE WARNING PCMS | 26137EC | MONT | 24.00 | 24.000 | 24.000 | 24.000 | 10,653.00 | 255,672.00 | |||
| 0270 | QUEUE WARNING PORTABLE RADAR SENSORS | 26138EC | MONT | 24.00 | 24.000 | 0.000 | 0.000 | 2,226.00 | 0.00 | |||
| 0275 | MILE MARKER | 30012 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
| 0280 | MILE MARKER SIGN PANEL | 30013 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
| 8000 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | -55,250.000 | -55,250.000 | 1.00 | -55,250.00 | |||
| 8001 | DGA BASE | 00001 | TON | 0.00 | 610.000 | 602.160 | 0.000 | 602.160 | 46.05 | 27,729.46 | 27,729.46 | |
| 8002 | METAL END SECTION TY 1-15 IN | 01370 | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 4,000.00 | 4,000.00 | 4,000.00 | |
| 8003 | MOBILIZATION Metal End Section | 02568 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,000.00 | 2,000.00 | 2,000.00 | |
| Project | DE10300642308 | Fed/State Project Number | NHPP 0647 (061) | Category | 0003 TRAFFIC LOOPS | |||||||
| 0285 | CONDUIT-1 1/4 IN | 04793 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 13.00 | 1,040.00 | |||
| 0290 | CONDUIT-2 IN | 04795 | LF | 20.00 | 20.000 | 25.000 | 25.000 | 15.00 | 375.00 | |||
| 0295 | TRENCHING AND BACKFILLING | 04820 | LF | 90.00 | 90.000 | 90.000 | 90.000 | 7.50 | 675.00 | |||
| 0300 | PIEZOELECTRIC SENSOR | 04829 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,030.00 | 8,120.00 | |||
| 0305 | LOOP WIRE | 04830 | LF | 1,600.00 | 1,600.000 | 1,869.000 | 1,869.000 | 0.80 | 1,495.20 | |||
| 0310 | LOOP SAW SLOT AND FILL | 04895 | LF | 400.00 | 400.000 | 406.000 | 406.000 | 15.00 | 6,090.00 | |||
| 0315 | GALVANIZED STEEL CABINET | 20359NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,375.00 | 2,750.00 | |||
| 0320 | WOOD POST | 20360ES818 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 575.00 | 2,300.00 | |||
| 0325 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| Project | DE10300642308 | Fed/State Project Number | NHPP 0647 (061) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0330 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 275,000.00 | 275,000.00 | |||
| 0335 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 105,022.34 | 26,255.58 | |||
| SUBTOT | $5,999.46 |
$6,990,222.59 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||