|
Report_Id: 241008 Est NO 0011 |
Date:08/18/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 241008 | Estimate Number | 0011 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07380) Murphy, Logan W. | ||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | ADDR SN 0 VC Code KY0020974 | |||||
| PO BOX 607 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 07/01/2025 TO 08/06/2025 | ||||||
| Date Approved | 08/17/2025 | ||||||
| Primary Proj Number | DE00904602408 | ||||||
| Project No. | FD04 009 0460 008-009 | ||||||
| Primary County | BOURBON | ||||||
| Name of Road | US-460 | ||||||
| Description | PEDESTRIAN BRIDGE AT PARIS CAMPUS-ATHLETIC FIELDS | ||||||
| Date Let | 04/25/2024 | Formal Acceptance | |||||
| Date Awarded | 05/07/2024 | Date Work Began | 08/07/2024 | ||||
| Date Contract Executed | 05/13/2024 | Open To Traffic | |||||
| Date NTP Issued | 05/13/2024 | Actual Completion Date | |||||
| Current Contract Amount | $961,057.48 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $948,294.60 |
Total Earnings | $361,533.58 |
$355,416.15 |
$6,117.43 |
|
| Percent Complete | 54.04 |
Stockpiled Materials | $157,858.00 |
$157,858.00 |
$0.00 |
|
| Funds Available | $441,665.90 |
Gross Earnings | $519,391.58 |
$513,274.15 |
$6,117.43 |
|
| Total Change Orders | $12,762.88 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $519,391.58 |
$513,274.15 |
$6,117.43 |
|||
| Contract Id | 241008 | Change Order Summary |
County | BOURBON | ||||||
| Estimate Nbr | 0011 | Project Number | FD04 009 0460 008-009 | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | Period | 07/01/2025 TO 08/06/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Bridge Storage | Approved | 06/03/2025 | $7,974.54 | 0.0 | |||||
| 002 | Cost Plus Water Line Locating #1 | Approved | 07/29/2025 | $4,788.34 | 0.0 | |||||
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 | 241008 | COMMONWEALTH OF KENTUCKY |
County | BOURBON | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE00904602408 | ||||||
| Estimate Nbr | 0011 | Period | 07/01/2025 TO 08/06/2025 | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | |||||||||
| Project | DE00904602408 | Fed/State Project Number | FD04 009 0460 008-009 | 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 | DE00904602408 | Fed/State Project Number | FD04 009 0460 008-009 | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 141.00 | 141.000 | 51.340 | 51.340 | 65.75 | 3,375.60 | |||
| 0010 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 377.00 | 0.00 | |||
| 0015 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 612.00 | 0.00 | |||
| 0020 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 408.00 | 0.00 | |||
| Project | DE00904602408 | Fed/State Project Number | FD04 009 0460 008-009 | Category | 0002 ROADWAY | |||||||
| 0025 | REMOVE PIPE | 01310 | LF | 30.00 | 30.000 | 30.000 | 30.000 | 29.00 | 870.00 | |||
| 0030 | REMOVE INLET | 01718 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 591.00 | 591.00 | |||
| 0035 | STANDARD CURB AND GUTTER | 01810 | LF | 148.00 | 148.000 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 0040 | REMOVE CURB AND GUTTER | 01812 | LF | 31.00 | 31.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0045 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0050 | TEMP DITCH | 02159 | LF | 350.00 | 350.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0055 | CLEAN TEMP DITCH | 02160 | LF | 125.00 | 125.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0060 | EMBANKMENT IN PLACE | 02230 | CUYD | 2,897.00 | 2,897.000 | 2,897.000 | 2,897.000 | 34.00 | 98,498.00 | |||
| 0065 | REMOVE FENCE | 02265 | LF | 26.00 | 26.000 | 26.000 | 26.000 | 56.00 | 1,456.00 | |||
| 0070 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 0075 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,200.00 | 0.00 | |||
| 0080 | REMOVE GUARDRAIL | 02381 | LF | 31.00 | 31.000 | 0.000 | 0.000 | 15.50 | 0.00 | |||
| 0085 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 158.00 | 0.00 | |||
| 0090 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0095 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0100 | WITNESS POST | 02432 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0105 | CHANNEL LINING CLASS II | 02483 | TON | 7.00 | 7.000 | 4.460 | 4.460 | 112.00 | 499.52 | |||
| 0110 | CLEARING AND GRUBBING 1.05 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,500.00 | 17,500.00 | |||
| 0115 | TEMPORARY SIGNS | 02562 | SQFT | 81.00 | 81.000 | 125.000 | 125.000 | 11.50 | 1,437.50 | |||
| 0120 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 58,125.00 | 14,531.25 | |||
| 0125 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0130 | TEMP SILT FENCE | 02701 | LF | 350.00 | 350.000 | 350.850 | 350.850 | 5.25 | 1,841.96 | |||
| 0135 | SILT TRAP TYPE C | 02705 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 485.00 | 0.00 | |||
| 0140 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0145 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 274.00 | 274.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 0150 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 9,000.00 | 4,500.00 | |||
| 0155 | ADJUST WATER VALVE | 03425 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,050.00 | 1,050.00 | |||
| 0160 | TEMP MULCH | 05952 | SQYD | 3,340.00 | 3,340.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 0165 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 2,420.00 | 2,420.000 | 4,455.220 | 4,455.220 | 1.00 | 4,455.22 | |||
| 0170 | INITIAL FERTILIZER | 05963 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 5,200.00 | 0.00 | |||
| 0175 | MAINTENANCE FERTILIZER | 05964 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 5,200.00 | 0.00 | |||
| 0180 | SEEDING AND PROTECTION | 05985 | SQYD | 3,872.00 | 3,872.000 | 0.000 | 0.000 | 1.30 | 0.00 | |||
| 0185 | AGRICULTURAL LIMESTONE | 05992 | TON | 4.40 | 4.400 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0190 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 2,000.00 | 2,000.000 | 537.500 | 537.500 | 0.80 | 430.00 | |||
| 0195 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0200 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 2,000.00 | 2,000.000 | 300.000 | 300.000 | 1.30 | 390.00 | |||
| 0205 | CONCRETE-CLASS A | 08100 | CUYD | 6.00 | 6.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0210 | HANDRAIL-PEDESTRIAN ALUMINUM | 08257 | LF | 288.00 | 288.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0215 | W FIRE HYDRANT ADJUST | 14018 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,550.00 | 1,550.00 | |||
| 0220 | W METER ADJUST | 14029 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,050.00 | 1,050.00 | |||
| 0225 | OBJECT MARKER TY 3 | 20191ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
| 0230 | SAWCUT PAVEMENT | 20550ND | LF | 233.00 | 233.000 | 381.000 | 381.000 | 7.50 | 2,857.50 | |||
| 0235 | LONGITUDINAL EDGE KEY | 21289ED | LF | 229.00 | 229.000 | 0.000 | 0.000 | 35.75 | 0.00 | |||
| 0240 | REMOVE SIGN | 21373ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
| 0245 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 10.00 | 10.000 | 0.000 | 0.000 | 43.00 | 0.00 | |||
| 0250 | ADJUST MONITORING WELL | 23878EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 8002 | COST PLUS WORK Water Line Locating | 10080NSD | DOLL | 0.00 | 4,788.340 | 4,788.340 | 0.000 | 4,788.340 | 1.00 | 4,788.34 | 4,788.34 | |
| Project | DE00904602408 | Fed/State Project Number | FD04 009 0460 008-009 | Category | 0003 DRAINAGE | |||||||
| 0255 | CULVERT PIPE-24 IN | 00464 | LF | 105.00 | 105.000 | 104.000 | 104.000 | 115.00 | 11,960.00 | |||
| 0260 | STORM SEWER PIPE-18 IN | 00522 | LF | 85.00 | 85.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0265 | SLOPED AND PARALLEL HEADWALL-18 IN | 01444 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,025.00 | 0.00 | |||
| 0270 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,400.00 | 8,800.00 | |||
| 0275 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,600.00 | 0.00 | |||
| 0280 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 635.00 | 635.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0285 | EROSION CONTROL BLANKET | 05950 | SQYD | 88.00 | 88.000 | 0.000 | 0.000 | 6.25 | 0.00 | |||
| 0290 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 137.00 | 137.000 | 0.000 | 0.000 | 9.25 | 0.00 | |||
| 0295 | PIPELINE INSPECTION | 24814EC | LF | 85.00 | 85.000 | 0.000 | 0.000 | 30.50 | 0.00 | |||
| Project | DE00904602408 | Fed/State Project Number | FD04 009 0460 008-009 | Category | 0004 BRIDGE | |||||||
| 0300 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 112.00 | 112.000 | 71.000 | 71.000 | 83.00 | 5,893.00 | |||
| 0305 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 27.00 | 27.000 | 10.000 | 10.000 | 43.00 | 430.00 | |||
| 0310 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 452.00 | 452.000 | 0.000 | 0.000 | 62.50 | 0.00 | |||
| 0315 | TEST PILES | 08033 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 132.50 | 0.00 | |||
| 0320 | PRE-DRILLING FOR PILES | 08039 | LF | 45.00 | 45.000 | 45.000 | 45.000 | 450.00 | 20,250.00 | |||
| 0325 | PILES-STEEL HP12X53 | 08046 | LF | 51.00 | 51.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
| 0330 | PILES-STEEL HP14X89 | 08051 | LF | 68.00 | 68.000 | 67.900 | 67.900 | 225.00 | 15,277.50 | |||
| 0335 | PILE POINTS-12 IN | 08094 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0340 | CONCRETE-CLASS A | 08100 | CUYD | 41.90 | 41.900 | 26.000 | 26.000 | 1,750.00 | 45,500.00 | |||
| 0345 | STEEL REINFORCEMENT | 08150 | LB | 3,697.00 | 3,697.000 | 2,224.000 | 2,224.000 | 2.00 | 4,448.00 | |||
| 0350 | CONCRETE SEALING | 23378EC | SQFT | 614.00 | 614.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0355 | TRUSS BRIDGE SUPERSTRUCTURE | 24567ED | LS | 1.00 | 1.000 | 0.220 | 0.220 | 384,750.00 | 84,645.00 | |||
| 8001 | EW~ Bridge Storage Monthly Fee | 10105NX | MONT | 0.00 | 6.000 | 1.000 | 1.000 | 2.000 | 1,329.09 | 1,329.09 | 2,658.18 | |
| Project | DE00904602408 | Fed/State Project Number | FD04 009 0460 008-009 | Category | 0005 SIGNING | |||||||
| 0360 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 44.00 | 44.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 0365 | STEEL POST TYPE 1 | 06410 | LF | 53.00 | 53.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 0370 | REMOVE AND RELOCATE SIGN ASSEMBLY | 22400NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 0375 | BARCODE SIGN INVENTORY | 24631EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| Project | DE00904602408 | Fed/State Project Number | FD04 009 0460 008-009 | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0380 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 14,250.00 | 0.00 | |||
| SUBTOT | $6,117.43 |
$361,533.57 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0355-1-0I |
STEEL, STRUCTURAL | DOLL |
157,858.00 | 0009 | $1.000000 | $157,858.00 | ||||||
| SUBTOT | $157,858.00 |
|||||||||||