|
ContID 261506 EST NO 0001 |
Date:06/05/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 261506 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | MADISONVILLE (02340) Cotton, Charlotte M. | ||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | MARS ADDR SN 0 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 05/05/2026 TO 05/28/2026 | ||||||
| Date Approved | 06/02/2026 | ||||||
| Primary Proj Number | DE02401152606 | ||||||
| Project No. | STP 6000 (188) | ||||||
| Primary County | CHRISTIAN | ||||||
| Name of Road | PEMBROKE OAK GROVE RD. (KY 115) | ||||||
| Description | IMPROVE AND WIDEN KY 115 FROM ANDERSON RD. TO JUST SOUTH OF PEMBROKE | ||||||
| Date Let | 03/26/2026 | Formal Acceptance | |||||
| Date Awarded | 04/07/2026 | Date Work Began | |||||
| Date Contract Executed | 05/05/2026 | Open To Traffic | |||||
| Date NTP Issued | 05/05/2026 | Actual Completion Date | |||||
| Current Contract Amount | $7,446,834.13 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,446,834.13 |
Total Earnings | $0.00 |
$0.00 |
$0.00 |
|
| Percent Complete | 0.27 |
Stockpiled Materials | $19,796.05 |
$0.00 |
$19,796.05 |
|
| Funds Available | $7,427,038.08 |
Gross Earnings | $19,796.05 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $19,796.05 |
$0.00 |
19,796.05 |
|||
| Contract Id | 261506 | Change Order Summary |
County | CHRISTIAN | ||||||
| Estimate Nbr | 0001 | Project Number | STP 6000 (188) | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | Period | 05/05/2026 TO 05/28/2026 | |||||||
| 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 | 261506 | COMMONWEALTH OF KENTUCKY |
County | CHRISTIAN | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE02401152606 | ||||||
| Estimate Nbr | 0001 | Period | 05/05/2026 TO 05/28/2026 | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | |||||||||
| Project | DE02401152606 | Fed/State Project Number | STP 6000 (188) | 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 | DE02401152606 | Fed/State Project Number | STP 6000 (188) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 29,947.00 | 29,947.000 | 0.000 | 0.000 | 38.39 | 0.00 | |||
| 0010 | LIME STABILIZED ROADBED | 00013 | SQYD | 56,989.00 | 56,989.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0015 | LIME | 00014 | TON | 1,057.00 | 1,057.000 | 0.000 | 0.000 | 290.00 | 0.00 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 217.00 | 217.000 | 0.000 | 0.000 | 129.20 | 0.00 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 26.00 | 26.000 | 0.000 | 0.000 | 1,128.36 | 0.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 209.00 | 209.000 | 0.000 | 0.000 | 100.09 | 0.00 | |||
| 0035 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 6,997.00 | 6,997.000 | 0.000 | 0.000 | 89.59 | 0.00 | |||
| 0040 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 10,477.00 | 10,477.000 | 0.000 | 0.000 | 85.01 | 0.00 | |||
| 0045 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 2,461.00 | 2,461.000 | 0.000 | 0.000 | 106.68 | 0.00 | |||
| 0050 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 2,556.00 | 2,556.000 | 0.000 | 0.000 | 118.52 | 0.00 | |||
| 0055 | ASPHALT CURING SEAL | 00358 | TON | 57.00 | 57.000 | 0.000 | 0.000 | 904.41 | 0.00 | |||
| 0060 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 4,928.00 | 4,928.000 | 0.000 | 0.000 | 2.45 | 0.00 | |||
| 0065 | SAND FOR BLOTTER | 02702 | TON | 143.00 | 143.000 | 0.000 | 0.000 | 37.07 | 0.00 | |||
| 0070 | JOINT ADHESIVE | 20071EC | LF | 38,100.00 | 38,100.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
| 0075 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 44.00 | 44.000 | 0.000 | 0.000 | 1,093.86 | 0.00 | |||
| 0080 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| Project | DE02401152606 | Fed/State Project Number | STP 6000 (188) | Category | 0002 ROADWAY | |||||||
| 0085 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 3,515.00 | 3,515.000 | 0.000 | 0.000 | 42.64 | 0.00 | |||
| 0090 | PERFORATED PIPE-4 IN | 01000 | LF | 354.00 | 354.000 | 0.000 | 0.000 | 23.89 | 0.00 | |||
| 0095 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 64.00 | 64.000 | 0.000 | 0.000 | 25.25 | 0.00 | |||
| 0100 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 914.61 | 0.00 | |||
| 0105 | DELINEATOR FOR G/R BI DIRECTIONAL WHITE | 01987 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0110 | TEMP DITCH | 02159 | LF | 6,400.00 | 6,400.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0115 | CLEAN TEMP DITCH | 02160 | LF | 3,200.00 | 3,200.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0120 | GRANULAR EMBANKMENT | 02223 | CUYD | 4,525.00 | 4,525.000 | 0.000 | 0.000 | 69.30 | 0.00 | |||
| 0125 | EMBANKMENT IN PLACE | 02230 | CUYD | 42,209.00 | 42,209.000 | 0.000 | 0.000 | 24.31 | 0.00 | |||
| 0130 | WATER | 02242 | MGAL | 480.00 | 480.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0135 | G/R-W BEAM-S FACE TL-3 | 02351 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0140 | G/R END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0145 | REMOVE G/R | 02381 | LF | 1,589.00 | 1,589.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0150 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 43.00 | 43.000 | 0.000 | 0.000 | 244.76 | 0.00 | |||
| 0155 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 234.06 | 0.00 | |||
| 0160 | CLEAN SINKHOLE | 02469 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,329.47 | 0.00 | |||
| 0165 | CHANNEL LINING CLASS II | 02483 | TON | 1,546.00 | 1,546.000 | 0.000 | 0.000 | 68.09 | 0.00 | |||
| 0170 | CLEARING AND GRUBBING APPROXIMATELY 28 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,069.25 | 0.00 | |||
| 0175 | TEMPORARY SIGNS | 02562 | SQFT | 370.00 | 370.000 | 0.000 | 0.000 | 8.10 | 0.00 | |||
| 0180 | EDGE KEY | 02585 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 118.44 | 0.00 | |||
| 0185 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 5,790.00 | 5,790.000 | 0.000 | 0.000 | 2.45 | 0.00 | |||
| 0190 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 13,474.00 | 13,474.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| 0195 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 876.00 | 876.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0200 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 148,658.22 | 0.00 | |||
| 0205 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 9,662.96 | 0.00 | |||
| 0210 | SHOULDER RUMBLE STRIPS | 02696 | LF | 25,810.00 | 25,810.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0215 | TEMP SILT FENCE | 02701 | LF | 6,400.00 | 6,400.000 | 0.000 | 0.000 | 2.95 | 0.00 | |||
| 0220 | SILT TRAP TYPE A | 02703 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 333.30 | 0.00 | |||
| 0225 | SILT TRAP TYPE B | 02704 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 296.94 | 0.00 | |||
| 0230 | SILT TRAP TYPE C | 02705 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 260.42 | 0.00 | |||
| 0235 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 74.79 | 0.00 | |||
| 0240 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 74.79 | 0.00 | |||
| 0245 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 79.62 | 0.00 | |||
| 0250 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 96,930.43 | 0.00 | |||
| 0255 | EROSION CONTROL BLANKET | 05950 | SQYD | 17,211.00 | 17,211.000 | 0.000 | 0.000 | 1.85 | 0.00 | |||
| 0260 | TEMP MULCH | 05952 | SQYD | 90,007.00 | 90,007.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0265 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 67,505.00 | 67,505.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0270 | INITIAL FERTILIZER | 05963 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0275 | MAINTENANCE FERTILIZER | 05964 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0280 | SEEDING AND PROTECTION | 05985 | SQYD | 96,579.00 | 96,579.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| 0285 | AGRICULTURAL LIMESTONE | 05992 | TON | 60.00 | 60.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0290 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 18.00 | 18.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0295 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 48.00 | 48.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0300 | STEEL POST TYPE 1 | 06410 | LF | 130.00 | 130.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0305 | STEEL POST MILE MARKERS | 06412 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0310 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 50,800.00 | 50,800.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0315 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 38,917.00 | 38,917.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0320 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 31.00 | 31.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0325 | FUEL ADJUSTMENT | 10020NS | DOLL | 64,644.00 | 64,644.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0330 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 89,143.00 | 89,143.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0335 | OBJECT MARKER TY 3 | 20191ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0340 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 12,700.00 | 12,700.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0345 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,450.00 | 1,450.000 | 0.000 | 0.000 | 11.36 | 0.00 | |||
| 0350 | BARCODE SIGN INVENTORY | 24631EC | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| Project | DE02401152606 | Fed/State Project Number | STP 6000 (188) | Category | 0003 DRAINAGE | |||||||
| 0355 | ENTRANCE PIPE-18 IN | 00441 | LF | 271.00 | 271.000 | 0.000 | 0.000 | 121.50 | 0.00 | |||
| 0360 | CULVERT PIPE-18 IN | 00462 | LF | 199.00 | 199.000 | 0.000 | 0.000 | 159.36 | 0.00 | |||
| 0365 | CULVERT PIPE-24 IN | 00464 | LF | 45.00 | 45.000 | 0.000 | 0.000 | 208.30 | 0.00 | |||
| 0370 | CHANNEL LINING CLASS III | 02484 | TON | 64.00 | 64.000 | 0.000 | 0.000 | 69.23 | 0.00 | |||
| 0375 | CLEAN PIPE STRUCTURE | 03262 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 2,400.17 | 0.00 | |||
| 0380 | PIPELINE INSPECTION | 24814EC | LF | 518.00 | 518.000 | 0.000 | 0.000 | 4.83 | 0.00 | |||
| 0385 | SLOPED AND MITERED HEADWALL-18 IN | 26131ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
| 0390 | SLOPED AND MITERED HEADWALL-24 IN | 26132ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| Project | DE02401152606 | Fed/State Project Number | STP 6000 (188) | Category | 0004 GROUP 0004 - 6'X6' RCBC DRAWING #29001 | |||||||
| 0395 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 6.80 | 6.800 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0400 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,800.00 | 0.00 | |||
| 0405 | CONCRETE-CLASS A | 08100 | CUYD | 59.90 | 59.900 | 0.000 | 0.000 | 1,721.00 | 0.00 | |||
| 0410 | STEEL REINFORCEMENT | 08150 | LB | 5,615.00 | 5,615.000 | 0.000 | 0.000 | 1.89 | 0.00 | |||
| Project | DE02401152606 | Fed/State Project Number | STP 6000 (188) | Category | 0005 GROUP 0005 - 6'X3' RCBC DRAWING #29002 | |||||||
| 0415 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 6.60 | 6.600 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0420 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0425 | CONCRETE-CLASS A | 08100 | CUYD | 40.50 | 40.500 | 0.000 | 0.000 | 2,185.00 | 0.00 | |||
| 0430 | STEEL REINFORCEMENT | 08150 | LB | 4,109.00 | 4,109.000 | 0.000 | 0.000 | 1.91 | 0.00 | |||
| Project | DE02401152606 | Fed/State Project Number | STP 6000 (188) | Category | 0006 GROUP 0006 - DOUBLE 10'X3' RCBC DRAWING #29003 | |||||||
| 0435 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 15.40 | 15.400 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0440 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,200.00 | 0.00 | |||
| 0445 | CONCRETE-CLASS A | 08100 | CUYD | 115.50 | 115.500 | 0.000 | 0.000 | 1,186.00 | 0.00 | |||
| 0450 | STEEL REINFORCEMENT | 08150 | LB | 12,637.00 | 12,637.000 | 0.000 | 0.000 | 1.86 | 0.00 | |||
| Project | DE02401152606 | Fed/State Project Number | STP 6000 (188) | Category | 0007 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0455 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 276,888.53 | 0.00 | |||
| 0460 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 103,687.28 | 0.00 | |||
| SUBTOT | $0.00 |
$0.000 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0060-1-0I |
GEOTEXTILE CLASS I | SY |
4,928.00 | 0001 | $0.880000 | 4,118.87 | $4,118.87 | |||||
0185-1-0I |
GEOTEXTILE CLASS I | SY |
5,790.00 | 0001 | $0.880000 | 4,839.34 | $4,839.34 | |||||
0190-1-0I |
GEOTEXTILE CLASS 2 | SY |
13,474.00 | 0001 | $0.800000 | 10,176.24 | $10,176.24 | |||||
0195-1-0I |
GEOTEXTILE CLASS 2 | SY |
876.00 | 0001 | $0.800000 | 661.60 | $661.60 | |||||
| SUBTOT | 19,796.05 |
$19,796.050 |
||||||||||