|
Report_Id: 251312 Est NO 0002 |
Date:02/02/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 251312 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02300) Puckett, Miles B. | ||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | ADDR SN 0 VC Code KY0033047 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 11/14/2025 TO 01/08/2026 | ||||||
| Date Approved | 01/19/2026 | ||||||
| Primary Proj Number | DE08902462512 | ||||||
| Project No. | STP 9031 (032) | ||||||
| Primary County | MUHLENBERG | ||||||
| Name of Road | KY246 / KY176 INTERSECTION | ||||||
| Description | Midpoint | ||||||
| Date Let | 07/24/2025 | Formal Acceptance | |||||
| Date Awarded | 08/06/2025 | Date Work Began | 11/12/2025 | ||||
| Date Contract Executed | 08/20/2025 | Open To Traffic | |||||
| Date NTP Issued | 08/20/2025 | Actual Completion Date | |||||
| Current Contract Amount | $2,865,924.82 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,865,924.82 |
Total Earnings | $212,370.80 |
$53,510.80 |
$158,860.00 |
|
| Percent Complete | 11.46 |
Stockpiled Materials | $116,162.67 |
$0.00 |
$116,162.67 |
|
| Funds Available | $2,537,391.35 |
Gross Earnings | $328,533.47 |
$53,510.80 |
$275,022.67 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $328,533.47 |
$53,510.80 |
$275,022.67 |
|||
| Contract Id | 251312 | Change Order Summary |
County | MUHLENBERG | ||||||
| Estimate Nbr | 0002 | Project Number | STP 9031 (032) | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | Period | 11/14/2025 TO 01/08/2026 | |||||||
| 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 | 251312 | COMMONWEALTH OF KENTUCKY |
County | MUHLENBERG | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE08902462512 | ||||||
| Estimate Nbr | 0002 | Period | 11/14/2025 TO 01/08/2026 | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | |||||||||
| Project | DE08902462512 | Fed/State Project Number | STP 9031 (032) | 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 | DE08902462512 | Fed/State Project Number | STP 9031 (032) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 3,231.00 | 3,231.000 | 0.000 | 0.000 | 36.41 | 0.00 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 4,826.00 | 4,826.000 | 0.000 | 0.000 | 38.40 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 27.00 | 27.000 | 0.000 | 0.000 | 325.95 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 1,038.59 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,637.00 | 1,637.000 | 0.000 | 0.000 | 121.13 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 479.00 | 479.000 | 0.000 | 0.000 | 158.65 | 0.00 | |||
| 0035 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 6,347.00 | 6,347.000 | 0.000 | 0.000 | 2.24 | 0.00 | |||
| 0040 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 6,754.00 | 6,754.000 | 0.000 | 0.000 | 3.58 | 0.00 | |||
| 0045 | JOINT ADHESIVE | 20071EC | LF | 1,409.00 | 1,409.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0050 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 5.00 | 5.000 | 0.000 | 0.000 | 794.62 | 0.00 | |||
| Project | DE08902462512 | Fed/State Project Number | STP 9031 (032) | Category | 0002 ROADWAY | |||||||
| 0055 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 17.88 | 0.00 | |||
| 0060 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 341.85 | 0.00 | |||
| 0065 | REMOVE PAVEMENT | 02091 | SQYD | 135.00 | 135.000 | 0.000 | 0.000 | 2.99 | 0.00 | |||
| 0070 | TEMP DITCH | 02159 | LF | 705.00 | 705.000 | 0.000 | 0.000 | 3.38 | 0.00 | |||
| 0075 | CLEAN TEMP DITCH | 02160 | LF | 353.00 | 353.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 0080 | ROADWAY EXCAVATION | 02200 | CUYD | 20,791.00 | 20,791.000 | 0.000 | 0.000 | 20.34 | 0.00 | |||
| 0095 | WATER | 02242 | MGAL | 50.00 | 50.000 | 0.000 | 0.000 | 113.95 | 0.00 | |||
| 0100 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 775.00 | 775.000 | 0.000 | 0.000 | 39.15 | 0.00 | |||
| 0105 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 90.38 | 0.00 | |||
| 0110 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,082.91 | 0.00 | |||
| 0115 | REMOVE GUARDRAIL | 02381 | LF | 440.00 | 440.000 | 0.000 | 0.000 | 4.84 | 0.00 | |||
| 0120 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 166.61 | 0.00 | |||
| 0125 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 150.06 | 0.00 | |||
| 0130 | CHANNEL LINING CLASS II | 02483 | TON | 363.00 | 363.000 | 0.000 | 0.000 | 47.85 | 0.00 | |||
| 0135 | CLEARING AND GRUBBING 3.2 ACRES | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 43,716.55 | 21,858.27 | |||
| 0145 | TEMPORARY SIGNS | 02562 | SQFT | 1,046.00 | 1,046.000 | 0.000 | 0.000 | 10.07 | 0.00 | |||
| 0150 | EDGE KEY | 02585 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 58.07 | 0.00 | |||
| 0160 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 770.00 | 770.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0165 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 56,872.66 | 14,218.16 | |||
| 0170 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 47,981.68 | 0.00 | |||
| 0175 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 5,811.45 | 17,434.35 | |||
| 0180 | EDGELINE RUMBLE STRIPS | 02697 | LF | 2,840.00 | 2,840.000 | 0.000 | 0.000 | 2.49 | 0.00 | |||
| 0185 | TEMP SILT FENCE | 02701 | LF | 705.00 | 705.000 | 0.000 | 0.000 | 2.85 | 0.00 | |||
| 0190 | SILT TRAP TYPE A | 02703 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 332.15 | 0.00 | |||
| 0195 | SILT TRAP TYPE B | 02704 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 327.87 | 0.00 | |||
| 0200 | SILT TRAP TYPE C | 02705 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 364.19 | 0.00 | |||
| 0205 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 22.77 | 0.00 | |||
| 0210 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 11.38 | 0.00 | |||
| 0215 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 15.27 | 0.00 | |||
| 0220 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,990.30 | 0.00 | |||
| 0225 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 13,409.20 | 0.00 | |||
| 0230 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,333.00 | 1,333.000 | 0.000 | 0.000 | 2.15 | 0.00 | |||
| 0235 | TEMP MULCH | 05952 | SQYD | 10,325.00 | 10,325.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0240 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 7,744.00 | 7,744.000 | 0.000 | 0.000 | 0.39 | 0.00 | |||
| 0245 | INITIAL FERTILIZER | 05963 | TON | 1.10 | 1.100 | 0.000 | 0.000 | 1,925.00 | 0.00 | |||
| 0250 | MAINTENANCE FERTILIZER | 05964 | TON | 0.60 | 0.600 | 0.000 | 0.000 | 2,750.00 | 0.00 | |||
| 0255 | SEEDING AND PROTECTION | 05985 | SQYD | 10,019.00 | 10,019.000 | 0.000 | 0.000 | 0.55 | 0.00 | |||
| 0260 | AGRICULTURAL LIMESTONE | 05992 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 82.50 | 0.00 | |||
| 0265 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 884.00 | 884.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0270 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 5,319.00 | 5,319.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0275 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0280 | FUEL ADJUSTMENT | 10020NS | DOLL | 2,674.00 | 2,674.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0285 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 33.00 | 33.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0290 | OBJECT MARKER TY 3 | 20191ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 32.50 | 0.00 | |||
| 0295 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.08 | 0.00 | |||
| Project | DE08902462512 | Fed/State Project Number | STP 9031 (032) | Category | 0003 DRAINAGE | |||||||
| 0300 | ENTRANCE PIPE-18 IN | 00441 | LF | 399.00 | 399.000 | 0.000 | 0.000 | 58.95 | 0.00 | |||
| 0305 | CULVERT PIPE-24 IN | 00464 | LF | 51.00 | 51.000 | 0.000 | 0.000 | 160.27 | 0.00 | |||
| 0310 | PIPELINE INSPECTION | 24814EC | LF | 251.00 | 251.000 | 0.000 | 0.000 | 9.96 | 0.00 | |||
| 0315 | SLOPED AND MITERED HEADWALL-24 IN | 26132ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| Project | DE08902462512 | Fed/State Project Number | STP 9031 (032) | Category | 0004 RETAIING WALL | |||||||
| 0320 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,945.00 | 1,945.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 0325 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 134,579.00 | 0.00 | |||
| 0330 | PRE-DRILLING FOR PILES | 08039 | LF | 440.00 | 440.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 0335 | PILES-STEEL HP14X117 | 08052 | LF | 1,454.00 | 1,454.000 | 0.000 | 0.000 | 131.00 | 0.00 | |||
| 0340 | CONCRETE-CLASS A | 08100 | CUYD | 91.10 | 91.100 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0345 | STEEL REINFORCEMENT | 08150 | LB | 12,360.00 | 12,360.000 | 0.000 | 0.000 | 1.90 | 0.00 | |||
| 0350 | CONCRETE FORM LINER | 21119ED | SQYD | 210.00 | 210.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| Project | DE08902462512 | Fed/State Project Number | STP 9031 (032) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0355 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 43,000.00 | 0.00 | |||
| Project | DE08902462512 | Fed/State Project Number | STP 9031 (032) | Category | 0006 WATERLINE | |||||||
| 0360 | W CAP EXISTING MAIN (10IN) | 14003 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,815.00 | 0.00 | |||
| 0365 | W CAP EXISTING MAIN (3IN) | 14003 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,385.00 | 0.00 | |||
| 0370 | W CAP EXISTING MAIN (6IN) | 14003 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,495.00 | 0.00 | |||
| 0375 | W ENCASEMENT STEEL BORED RANGE 1 (10IN CASING, 6IN PIPE) | 14006 | LF | 70.00 | 70.000 | 70.000 | 0.000 | 70.000 | 490.00 | 34,300.00 | 34,300.00 | |
| 0380 | W ENCASEMENT STEEL BORED RANGE 1 (2IN CASING, 1IN HDPE) | 14006 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0385 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 11,595.00 | 0.00 | |||
| 0390 | W FIRE HYDRANT REMOVE | 14021 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 510.00 | 0.00 | |||
| 0395 | W METER RELOCATE | 14030 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 2,365.00 | 0.00 | |||
| 0400 | W PIPE PVC 02 INCH | 14056 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 46.00 | 0.00 | |||
| 0405 | W PIPE PVC 03 INCH | 14057 | LF | 495.00 | 495.000 | 397.000 | 0.000 | 397.000 | 46.00 | 18,262.00 | 18,262.00 | |
| 0410 | W PIPE PVC 06 INCH (CERTA-LOK) | 14059 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
| 0415 | W PIPE PVC 06 INCH (FITTINGS INCIDENTAL) | 14059 | LF | 880.00 | 880.000 | 280.000 | 0.000 | 280.000 | 68.00 | 19,040.00 | 19,040.00 | |
| 0420 | W PIPE PVC 10 INCH | 14061 | LF | 240.00 | 240.000 | 197.000 | 0.000 | 197.000 | 112.00 | 22,064.00 | 22,064.00 | |
| 0425 | W TAPPING SLEEVE AND VALVE SIZE 1 (3IN X 3IN) | 14089 | EACH | 1.00 | 1.000 | 2.000 | 0.000 | 2.000 | 8,250.00 | 16,500.00 | 16,500.00 | |
| 0430 | W TAPPING SLEEVE AND VALVE SIZE 1 (6IN X 6IN) | 14089 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 8,300.00 | 8,300.00 | 8,300.00 | |
| 0435 | W TAPPING SLEEVE AND VALVE SIZE 2 (10IN X 10IN) | 14090 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 13,845.00 | 27,690.00 | 27,690.00 | |
| 0440 | W TIE-IN 02 INCH | 14091 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,730.00 | 0.00 | |||
| 0445 | W TIE-IN 06 INCH | 14094 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
| 0450 | W VALVE 02 INCH | 14102 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,265.00 | 0.00 | |||
| 0455 | W VALVE 03 INCH | 14103 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,095.00 | 0.00 | |||
| 0460 | W VALVE 06 INCH | 14105 | EACH | 4.00 | 4.000 | 1.000 | 0.000 | 1.000 | 3,100.00 | 3,100.00 | 3,100.00 | |
| 0465 | W METER REMOVE | 14156 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0470 | W VALVE BOX REMOVE | 14177 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0475 | W PIPE POLYETHYLENE/PLASTIC 3/4 INCH | 14178 | LF | 230.00 | 230.000 | 12.000 | 0.000 | 12.000 | 42.00 | 504.00 | 504.00 | |
| 0480 | W PIPE POLYETHYLENE/PLASTIC 1 INCH | 14179 | LF | 360.00 | 360.000 | 0.000 | 0.000 | 46.00 | 0.00 | |||
| 0485 | SPECIAL DITCH CROSSING PROTECTION | 24207EC | LF | 20.00 | 20.000 | 20.000 | 0.000 | 20.000 | 455.00 | 9,100.00 | 9,100.00 | |
| SUBTOT | $158,860.00 |
$212,370.79 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0335-1-0I |
PILES | LF |
1,560.00 | 0002 | $74.463250 | 116,162.67 | $116,162.67 | |||||
| SUBTOT | $116,162.67 |
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