|
ContID 251304 EST NO 0001 |
Date:07/16/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 251304 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | BOWLING GREEN (03360) Jewell, William Chaz | ||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | MARS ADDR SN 0 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 04/09/2025 TO 07/11/2025 | ||||||
| Date Approved | 07/15/2025 | ||||||
| Primary Proj Number | DE10710082504 | ||||||
| Project No. | FD06 107 1008 002-003 | ||||||
| Primary County | SIMPSON | ||||||
| Name of Road | BLUEGRASS ROAD (KY 1008) | ||||||
| Description | CONSTRUCT LEFT TURN LANE AT THE INTERSECTION OF KY1008 AND U S31W | ||||||
| Date Let | 03/20/2025 | Formal Acceptance | |||||
| Date Awarded | 04/01/2025 | Date Work Began | |||||
| Date Contract Executed | 04/09/2025 | Open To Traffic | |||||
| Date NTP Issued | 04/09/2025 | Actual Completion Date | |||||
| Current Contract Amount | $535,693.63 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $535,693.63 |
Total Earnings | $104,218.19 |
$0.00 |
$104,218.19 |
|
| Percent Complete | 19.45 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $431,475.44 |
Gross Earnings | $104,218.19 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $104,218.19 |
$0.00 |
104,218.19 |
|||
| Contract Id | 251304 | Change Order Summary |
County | SIMPSON | ||||||
| Estimate Nbr | 0001 | Project Number | FD06 107 1008 002-003 | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | Period | 04/09/2025 TO 07/11/2025 | |||||||
| 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 | 251304 | COMMONWEALTH OF KENTUCKY |
County | SIMPSON | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE10710082504 | ||||||
| Estimate Nbr | 0001 | Period | 04/09/2025 TO 07/11/2025 | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | |||||||||
| Project | DE10710082504 | Fed/State Project Number | FD06 107 1008 002-003 | 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 | DE10710082504 | Fed/State Project Number | FD06 107 1008 002-003 | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 623.00 | 623.000 | 0.000 | 0.000 | 46.76 | 0.00 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 378.00 | 378.000 | 0.000 | 0.000 | 52.66 | 0.00 | |||
| 0015 | LEVELING & WEDGING PG64-22 | 00190 | TON | 119.00 | 119.000 | 0.000 | 0.000 | 137.36 | 0.00 | |||
| 0020 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 290.00 | 290.000 | 0.000 | 0.000 | 136.49 | 0.00 | |||
| 0025 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 182.00 | 182.000 | 0.000 | 0.000 | 142.32 | 0.00 | |||
| 0030 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 70.00 | 70.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0035 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 548.00 | 548.000 | 0.000 | 0.000 | 3.65 | 0.00 | |||
| 0040 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 647.00 | 647.000 | 0.000 | 0.000 | 4.97 | 0.00 | |||
| 0045 | BASE FAILURE REPAIR | 03240 | SQYD | 80.00 | 80.000 | 0.000 | 0.000 | 127.77 | 0.00 | |||
| 0050 | JOINT ADHESIVE | 20071EC | LF | 800.00 | 800.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0055 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 1.00 | 1.000 | 0.000 | 0.000 | 669.75 | 0.00 | |||
| Project | DE10710082504 | Fed/State Project Number | FD06 107 1008 002-003 | Category | 0002 ROADWAY | |||||||
| 0060 | PERFORATED PIPE-4 IN | 01000 | LF | 643.00 | 643.000 | 0.000 | 0.000 | 20.20 | 0.00 | |||
| 0065 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0070 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 107.50 | 0.00 | |||
| 0075 | STANDARD CURB AND GUTTER | 01810 | LF | 619.00 | 619.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| 0080 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 96.00 | 96.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 0085 | STANDARD INTEGRAL CURB | 01830 | LF | 69.00 | 69.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0090 | STANDARD HEADER CURB | 01875 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0095 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 284.88 | 0.00 | |||
| 0100 | REMOVE PAVEMENT | 02091 | SQYD | 104.00 | 104.000 | 104.000 | 0.000 | 104.000 | 19.23 | 1,999.92 | 1,999.92 | |
| 0105 | TEMP DITCH | 02159 | LF | 414.00 | 414.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0110 | CLEAN TEMP DITCH | 02160 | LF | 207.00 | 207.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0115 | ROADWAY EXCAVATION | 02200 | CUYD | 1,006.00 | 1,006.000 | 201.200 | 0.000 | 201.200 | 47.16 | 9,488.59 | 9,488.59 | |
| 0120 | WATER | 02242 | MGAL | 2.00 | 2.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0125 | CLEARING AND GRUBBING 0.4 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0130 | TEMPORARY SIGNS | 02562 | SQFT | 300.00 | 300.000 | 276.000 | 0.000 | 276.000 | 7.61 | 2,100.36 | 2,100.36 | |
| 0135 | EDGE KEY | 02585 | LF | 245.00 | 245.000 | 0.000 | 0.000 | 24.34 | 0.00 | |||
| 0140 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 577.00 | 577.000 | 325.708 | 0.000 | 325.708 | 2.00 | 651.41 | 651.41 | |
| 0145 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 45,325.24 | 11,331.31 | 11,331.31 | |
| 0150 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,709.25 | 0.00 | |||
| 0155 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,923.49 | 0.00 | |||
| 0160 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 186.43 | 0.00 | |||
| 0165 | TEMP SILT FENCE | 02701 | LF | 414.00 | 414.000 | 0.000 | 0.000 | 2.94 | 0.00 | |||
| 0170 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 328.95 | 0.00 | |||
| 0175 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 418.69 | 0.00 | |||
| 0180 | SILT TRAP TYPE C | 02705 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 291.80 | 0.00 | |||
| 0185 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0190 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0195 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0200 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,104.25 | 0.00 | |||
| 0205 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,025.55 | 0.00 | |||
| 0210 | EROSION CONTROL BLANKET | 05950 | SQYD | 532.00 | 532.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0215 | TEMP MULCH | 05952 | SQYD | 3,494.00 | 3,494.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0220 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 2,620.00 | 2,620.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0225 | INITIAL FERTILIZER | 05963 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0230 | MAINTENANCE FERTILIZER | 05964 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0235 | SEEDING AND PROTECTION | 05985 | SQYD | 1,454.00 | 1,454.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0240 | SODDING | 05990 | SQYD | 246.00 | 246.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0245 | AGRICULTURAL LIMESTONE | 05992 | TON | 0.90 | 0.900 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0250 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 33.60 | 33.600 | 0.000 | 0.000 | 70.59 | 0.00 | |||
| 0255 | STEEL POST TYPE 1 | 06410 | LF | 63.00 | 63.000 | 0.000 | 0.000 | 38.61 | 0.00 | |||
| 0260 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 4,400.00 | 4,400.000 | 2,303.000 | 0.000 | 2,303.000 | 0.32 | 736.96 | 736.96 | |
| 0265 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 3,966.00 | 3,966.000 | 0.000 | 0.000 | 0.33 | 0.00 | |||
| 0270 | PAVE STRIPING REMOVAL-6 IN | 06531 | LF | 3,925.00 | 3,925.000 | 1,308.000 | 0.000 | 1,308.000 | 1.00 | 1,308.00 | 1,308.00 | |
| 0275 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 83.00 | 83.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0280 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 136.00 | 136.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0285 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0290 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0295 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 32.00 | 32.000 | 24.000 | 0.000 | 24.000 | 20.00 | 480.00 | 480.00 | |
| 0300 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 54.00 | 54.000 | 10.000 | 0.000 | 10.000 | 8.00 | 80.00 | 80.00 | |
| 0305 | SAWCUT PAVEMENT | 20550ND | LF | 1,547.00 | 1,547.000 | 364.000 | 0.000 | 364.000 | 2.96 | 1,077.44 | 1,077.44 | |
| 0310 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,012.00 | 1,012.000 | 0.000 | 0.000 | 6.61 | 0.00 | |||
| 0315 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 316.00 | 316.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0320 | BARCODE SIGN INVENTORY | 24631EC | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 43.34 | 0.00 | |||
| 0325 | PIPELINE INSPECTION | 24814EC | LF | 432.00 | 432.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| Project | DE10710082504 | Fed/State Project Number | FD06 107 1008 002-003 | Category | 0003 DRAINAGE | |||||||
| 0330 | STORM SEWER PIPE-15 IN | 00521 | LF | 334.00 | 334.000 | 186.499 | 0.000 | 186.499 | 120.15 | 22,407.85 | 22,407.85 | |
| 0335 | STORM SEWER PIPE-18 IN | 00522 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 469.53 | 0.00 | |||
| 0340 | STORM SEWER PIPE-24 IN | 00524 | LF | 58.00 | 58.000 | 54.250 | 0.000 | 54.250 | 213.02 | 11,556.33 | 11,556.33 | |
| 0345 | DROP BOX INLET TYPE 3 | 01496 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 6,500.00 | 13,000.00 | 13,000.00 | |
| 0350 | DROP BOX INLET TYPE 13G | 01559 | EACH | 5.00 | 5.000 | 3.000 | 0.000 | 3.000 | 6,500.00 | 19,500.00 | 19,500.00 | |
| 0355 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 8,500.00 | 8,500.00 | 8,500.00 | |
| 0360 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| Project | DE10710082504 | Fed/State Project Number | FD06 107 1008 002-003 | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0365 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,045.00 | 0.00 | |||
| SUBTOT | $104,218.18 |
$104,218.187 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||