|
ContID 255397 EST NO 0001 |
Date:06/05/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 255397 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | PADUCAH (01340) Hale, Jaron B. | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | MARS ADDR SN 0 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 12/22/2025 TO 05/29/2026 | ||||||
| Date Approved | 06/02/2026 | ||||||
| Primary Proj Number | BR05300512500 | ||||||
| Project No. | STP BRZ 9030 (455), STP BRZ 9030 (515) | ||||||
| Primary County | GRAVES | ||||||
| Name of Road | VARIOUS PROJECTS IN DISTRICT 1 | ||||||
| Description | ADDRESS DEFICIENCIES OF US 51 OVER CANE CREEK (053B00029N) | ||||||
| Date Let | 11/20/2025 | Formal Acceptance | |||||
| Date Awarded | 12/02/2025 | Date Work Began | 05/20/2026 | ||||
| Date Contract Executed | 12/22/2025 | Open To Traffic | |||||
| Date NTP Issued | 12/22/2025 | Actual Completion Date | |||||
| Current Contract Amount | $2,934,323.42 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,934,323.42 |
Total Earnings | $41,502.11 |
$0.00 |
$41,502.11 |
|
| Percent Complete | 6.84 |
Stockpiled Materials | $159,196.05 |
$0.00 |
$159,196.05 |
|
| Funds Available | $2,733,625.26 |
Gross Earnings | $200,698.16 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $200,698.16 |
$0.00 |
200,698.16 |
|||
| Contract Id | 255397 | Change Order Summary |
County | GRAVES | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (455), STP BRZ 9030 (515) | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | Period | 12/22/2025 TO 05/29/2026 | |||||||
| 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 | 255397 | COMMONWEALTH OF KENTUCKY |
County | GRAVES | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR05300512500 | ||||||
| Estimate Nbr | 0001 | Period | 12/22/2025 TO 05/29/2026 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | |||||||||
| Project | BR04200452500 | Fed/State Project Number | STP BRZ 9030 (455) | Category | 0001 BRIDGE - 042B00090N | |||||||
| 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 | |
| 0225 | CRUSHED STONE BASE | 00003 | TON | 246.95 | 246.950 | 0.000 | 0.000 | 53.84 | 0.00 | |||
| 0230 | TRAFFIC BOUND BASE | 00020 | TON | 60.00 | 60.000 | 0.000 | 0.000 | 40.42 | 0.00 | |||
| 0235 | ASPHALT SEAL AGGREGATE | 00100 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 344.99 | 0.00 | |||
| 0240 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,724.70 | 0.00 | |||
| 0245 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 252.00 | 252.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0250 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 46.00 | 46.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0255 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0260 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 17.66 | 0.00 | |||
| 0265 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 458.42 | 0.00 | |||
| 0270 | ROADWAY EXCAVATION | 02200 | CUYD | 200.00 | 200.000 | 0.000 | 0.000 | 53.25 | 0.00 | |||
| 0275 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 37.50 | 37.500 | 0.000 | 0.000 | 52.64 | 0.00 | |||
| 0280 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 88.69 | 0.00 | |||
| 0285 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,904.16 | 0.00 | |||
| 0290 | REMOVE GUARDRAIL | 02381 | LF | 241.50 | 241.500 | 0.000 | 0.000 | 4.88 | 0.00 | |||
| 0295 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0300 | WITNESS POST | 02432 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0305 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0310 | TEMPORARY SIGNS | 02562 | SQFT | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 11.57 | 0.00 | |||
| 0315 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,667.35 | 0.00 | |||
| 0320 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,527.04 | 0.00 | |||
| 0325 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,975.62 | 0.00 | |||
| 0330 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 319.57 | 0.00 | |||
| 0335 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0340 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 0345 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 51.00 | 51.000 | 0.000 | 0.000 | 59.12 | 0.00 | |||
| 0350 | TRENCHING AND BACKFILLING | 04820 | LF | 205.00 | 205.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0355 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 623.00 | 623.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0360 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 632.00 | 632.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0365 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 199.00 | 199.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0370 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 199.00 | 199.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0375 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,000.00 | 0.00 | |||
| 0380 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 454.00 | 454.000 | 0.000 | 0.000 | 43.53 | 0.00 | |||
| 0385 | TEST PILES | 08033 | LF | 175.00 | 175.000 | 0.000 | 0.000 | 273.00 | 0.00 | |||
| 0390 | PILES-STEEL HP14X89 | 08051 | LF | 855.00 | 855.000 | 0.000 | 0.000 | 103.00 | 0.00 | |||
| 0395 | CONCRETE-CLASS A | 08100 | CUYD | 50.00 | 50.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0400 | CONCRETE-CLASS AA | 08104 | CUYD | 66.00 | 66.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0405 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 28,297.00 | 28,297.000 | 0.000 | 0.000 | 1.82 | 0.00 | |||
| 0410 | OBJECT MARKER TY 3 | 20191ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 40.90 | 0.00 | |||
| 0415 | SAWCUT PAVEMENT | 20550ND | LF | 47.00 | 47.000 | 0.000 | 0.000 | 6.37 | 0.00 | |||
| 0420 | FIBER OPTIC CABLE | 21077ED | LF | 550.00 | 550.000 | 550.000 | 0.000 | 550.000 | 5.00 | 2,750.00 | 2,750.00 | |
| 0425 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0430 | DIRECTIONAL BORE | 22668EN | LF | 245.00 | 245.000 | 245.000 | 0.000 | 245.000 | 150.00 | 36,750.00 | 36,750.00 | |
| 0435 | CONCRETE SEALING | 23378EC | SQFT | 6,209.00 | 6,209.000 | 0.000 | 0.000 | 2.05 | 0.00 | |||
| 0440 | INSTALL INSTALL FIBER OPTIC MARKERS | 24601EC | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 0.01 | 0.04 | 0.04 | |
| 0445 | INSTALL INSTALL FIBER OPTIC SPLICE | 24601EC | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 0.01 | 0.02 | 0.02 | |
| 0450 | INSTALL INSTALL FIBER OPTIC VAULT | 24601EC | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 1,000.00 | 2,000.00 | 2,000.00 | |
| 0455 | INSTALL INSTALL DETECTABLE WARNING TAPE | 24617EC | LF | 205.00 | 205.000 | 205.000 | 0.000 | 205.000 | 0.01 | 2.05 | 2.05 | |
| 0460 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 202.00 | 202.000 | 0.000 | 0.000 | 162.84 | 0.00 | |||
| 0465 | PPC I-BEAM HN 42-61 | 26188ED | LF | 293.00 | 293.000 | 0.000 | 0.000 | 891.00 | 0.00 | |||
| Project | BR04200452500 | Fed/State Project Number | STP BRZ 9030 (455) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0470 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 65,000.00 | 0.00 | |||
| 0475 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 21,700.00 | 0.00 | |||
| SUBTOT | $41,502.11 |
$41,502.110 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0465-1-0I |
I BEAM, TYPE 4 | LF |
292.50 | 0001 | $544.260000 | 159,196.05 | $159,196.05 | |||||
| SUBTOT | 159,196.05 |
$159,196.050 |
||||||||||
| Project | BR05300512500 | Fed/State Project Number | STP BRZ 9030 (515) | Category | 0001 BRIDGE - 053B00029N | |||||||
| 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 | |
| 0005 | DGA BASE | 00001 | TON | 762.00 | 762.000 | 0.000 | 0.000 | 52.07 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 316.08 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,435.99 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,118.00 | 1,118.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 190.00 | 190.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0035 | CULVERT PIPE-24 IN | 00464 | LF | 103.00 | 103.000 | 0.000 | 0.000 | 131.73 | 0.00 | |||
| 0040 | REMOVE PIPE | 01310 | LF | 104.00 | 104.000 | 0.000 | 0.000 | 9.38 | 0.00 | |||
| 0045 | ROADWAY EXCAVATION | 02200 | CUYD | 1,997.00 | 1,997.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0050 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 62.50 | 62.500 | 0.000 | 0.000 | 41.67 | 0.00 | |||
| 0055 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 88.69 | 0.00 | |||
| 0060 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,904.16 | 0.00 | |||
| 0065 | REMOVE GUARDRAIL | 02381 | LF | 284.00 | 284.000 | 0.000 | 0.000 | 4.88 | 0.00 | |||
| 0070 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0075 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,691.53 | 0.00 | |||
| 0080 | EDGE KEY | 02585 | LF | 53.00 | 53.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0085 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 14,558.95 | 0.00 | |||
| 0090 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,527.04 | 0.00 | |||
| 0095 | EDGELINE RUMBLE STRIPS | 02697 | LF | 1,178.00 | 1,178.000 | 0.000 | 0.000 | 4.55 | 0.00 | |||
| 0100 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0105 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 95,000.00 | 0.00 | |||
| 0110 | CONC BARRIER WALL TYPE 9T | 03171 | LF | 800.00 | 800.000 | 0.000 | 0.000 | 45.91 | 0.00 | |||
| 0115 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 75.00 | 75.000 | 0.000 | 0.000 | 63.40 | 0.00 | |||
| 0120 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 2,197.00 | 2,197.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0125 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 81,946.81 | 0.00 | |||
| 0130 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,046.00 | 1,046.000 | 0.000 | 0.000 | 44.75 | 0.00 | |||
| 0135 | TEST PILES | 08033 | LF | 175.00 | 175.000 | 0.000 | 0.000 | 464.02 | 0.00 | |||
| 0140 | PILES-STEEL HP14X89 | 08051 | LF | 1,352.00 | 1,352.000 | 0.000 | 0.000 | 109.00 | 0.00 | |||
| 0145 | CONCRETE-CLASS A | 08100 | CUYD | 48.00 | 48.000 | 0.000 | 0.000 | 1,225.00 | 0.00 | |||
| 0150 | CONCRETE-CLASS AA | 08104 | CUYD | 60.90 | 60.900 | 0.000 | 0.000 | 3,100.00 | 0.00 | |||
| 0155 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 80.85 | 0.00 | |||
| 0160 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 12,378.00 | 12,378.000 | 0.000 | 0.000 | 2.11 | 0.00 | |||
| 0165 | PRECAST PC BOX BEAM CB42-48 | 08666 | LF | 870.00 | 870.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0170 | OBJECT MARKER TY 3 | 20191ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 40.90 | 0.00 | |||
| 0175 | SAWCUT PAVEMENT | 20550ND | LF | 53.00 | 53.000 | 0.000 | 0.000 | 6.37 | 0.00 | |||
| 0180 | TEMP CRASH CUSHION | 20738NS112 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,800.93 | 0.00 | |||
| 0185 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0190 | CONCRETE SEALING | 23378EC | SQFT | 6,054.00 | 6,054.000 | 0.000 | 0.000 | 2.89 | 0.00 | |||
| 0195 | MECHANICAL REINF COUPLER #8-EPOXY COATED | 24405EC | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 125.99 | 0.00 | |||
| 0200 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 174.00 | 174.000 | 0.000 | 0.000 | 239.18 | 0.00 | |||
| 0205 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,238.08 | 0.00 | |||
| 0210 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| Project | BR05300512500 | Fed/State Project Number | STP BRZ 9030 (515) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0215 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 65,000.00 | 0.00 | |||
| 0220 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 21,700.00 | 0.00 | |||
| SUBTOT | $0.00 |
$0.000 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||