|
Report_Id: 245354 Est NO 0019 |
Date:02/02/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245354 | Estimate Number | 0019 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01360) Oliver, Michael R. | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | ADDR SN 0 VC Code KY0025189 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 01/09/2026 TO 01/22/2026 | ||||||
| Date Approved | 02/01/2026 | ||||||
| Primary Proj Number | BR07904022400 | ||||||
| Project No. | STP BRZ 9030 (470) | ||||||
| Primary County | MARSHALL | ||||||
| Name of Road | KY 402 | ||||||
| Description | REPLACE BRIDGE ON KY 402 AT EAST FORK OF CLARKS RIVER (079B0 0040N) | ||||||
| Date Let | 06/20/2024 | Formal Acceptance | |||||
| Date Awarded | 07/02/2024 | Date Work Began | 09/03/2024 | ||||
| Date Contract Executed | 07/24/2024 | Open To Traffic | |||||
| Date NTP Issued | 07/24/2024 | Actual Completion Date | |||||
| Current Contract Amount | $7,711,092.82 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,691,667.82 |
Total Earnings | $5,932,032.54 |
$5,842,416.54 |
$89,616.00 |
|
| Percent Complete | 76.93 |
Stockpiled Materials | $-0.01 |
$-0.01 |
$0.00 |
|
| Funds Available | $1,779,060.29 |
Gross Earnings | $5,932,032.53 |
$5,842,416.53 |
$89,616.00 |
|
| Total Change Orders | $19,425.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $5,932,032.53 |
$5,842,416.53 |
$89,616.00 |
|||
| Contract Id | 245354 | Change Order Summary |
County | MARSHALL | ||||||
| Estimate Nbr | 0019 | Project Number | STP BRZ 9030 (470) | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | Period | 01/09/2026 TO 01/22/2026 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Steel Repair and Time Extension | Approved | 12/30/2025 | $19,425.00 | 303.0 | |||||
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 | 245354 | COMMONWEALTH OF KENTUCKY |
County | MARSHALL | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR07904022400 | ||||||
| Estimate Nbr | 0019 | Period | 01/09/2026 TO 01/22/2026 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | |||||||||
| Project | BR07904022400 | Fed/State Project Number | STP BRZ 9030 (470) | 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 | BR07904022400 | Fed/State Project Number | STP BRZ 9030 (470) | Category | 0001 BRIDGE - 079B00040N | |||||||
| 0005 | DGA BASE | 00001 | TON | 417.00 | 417.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 269.75 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,140.87 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 221.00 | 221.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 40.00 | 40.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0030 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 17.09 | 0.00 | |||
| 0035 | ROADWAY EXCAVATION | 02200 | CUYD | 218.00 | 218.000 | 0.000 | 0.000 | 87.35 | 0.00 | |||
| 0040 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 92.00 | 92.000 | 92.000 | 92.000 | 84.56 | 7,779.52 | |||
| 0045 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 83.53 | 0.00 | |||
| 0050 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,428.49 | 0.00 | |||
| 0055 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 73.60 | 73.600 | 73.600 | 73.600 | 1,273.06 | 93,697.21 | |||
| 0060 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,892.99 | 40,892.99 | |||
| 0065 | EDGE KEY | 02585 | LF | 41.00 | 41.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0070 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,619.26 | 14,619.26 | |||
| 0075 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 10.00 | 10.000 | 5.000 | 5.000 | 1,659.31 | 8,296.55 | |||
| 0080 | EDGELINE RUMBLE STRIPS | 02697 | LF | 353.00 | 353.000 | 0.000 | 0.000 | 12.05 | 0.00 | |||
| 0085 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 30,000.00 | 22,500.00 | |||
| 0090 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 197,660.90 | 197,660.90 | |||
| 0095 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 96.00 | 96.000 | 48.000 | 48.000 | 58.00 | 2,784.00 | |||
| 0100 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 353.00 | 353.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0105 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 353.00 | 353.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0110 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 1,328.00 | 1,328.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0115 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 664.00 | 664.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0120 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 850,000.00 | 850,000.00 | |||
| 0125 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,691.00 | 1,691.000 | 1,130.480 | 1,130.480 | 36.21 | 40,934.68 | |||
| 0130 | TEST PILES | 08033 | LF | 1,031.00 | 1,031.000 | 1,031.000 | 1,031.000 | 419.13 | 432,123.03 | |||
| 0135 | PILES-STEEL HP14X89 | 08051 | LF | 6,614.00 | 6,614.000 | 4,078.510 | 4,078.510 | 94.83 | 386,765.10 | |||
| 0140 | CONCRETE-CLASS A | 08100 | CUYD | 602.00 | 602.000 | 602.000 | 602.000 | 985.26 | 593,126.52 | |||
| 0145 | CONCRETE-CLASS AA | 08104 | CUYD | 562.00 | 562.000 | 340.000 | 340.000 | 2,036.02 | 692,246.80 | |||
| 0150 | STEEL REINFORCEMENT | 08150 | LB | 49,536.00 | 49,536.000 | 49,536.000 | 49,536.000 | 2.19 | 108,483.84 | |||
| 0155 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 155,885.00 | 155,885.000 | 95,305.800 | 95,305.800 | 2.22 | 211,578.87 | |||
| 0160 | EXPANSION DAM-2.5 IN NEOPRENE | 08471 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 164.89 | 0.00 | |||
| 0165 | APPROACH SLAB | 08500 | SQYD | 66.67 | 66.670 | 0.000 | 0.000 | 610.44 | 0.00 | |||
| 0170 | PRECAST PC BOX BEAM SB27 | 08670 | LF | 2,200.70 | 2,200.700 | 2,200.700 | 2,200.700 | 517.45 | 1,138,752.21 | |||
| 0175 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 66.04 | 0.00 | |||
| 0180 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.500 | 0.500 | 15,000.00 | 7,500.00 | |||
| 0185 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 207.50 | 207.500 | 0.000 | 0.000 | 46.43 | 0.00 | |||
| 0190 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 75.00 | 75.000 | 55.000 | 55.000 | 250.00 | 13,750.00 | |||
| 0195 | CONCRETE SEALING | 23378EC | SQFT | 41,990.00 | 41,990.000 | 0.000 | 0.000 | 2.54 | 0.00 | |||
| 0200 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 20.00 | 20.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0205 | DECK DRAIN | 23813EC | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 703.20 | 0.00 | |||
| 0210 | STEEL REPAIR (A) Sway Brace Replacement | 24879EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 22,500.00 | 67,500.00 | |||
| 0215 | STEEL REPAIR (B) Portal Brace Replacement | 24879EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 60,000.00 | 120,000.00 | |||
| 0220 | STEEL REPAIR (C) Plate Verticals | 24879EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 22,500.00 | 135,000.00 | |||
| 0225 | STEEL REPAIR (D) Plate End Posts | 24879EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 15,500.00 | 62,000.00 | |||
| 0230 | STEEL REPAIR (E) Plate Floorbeams | 24879EC | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 27,000.00 | 189,000.00 | |||
| 0235 | STEEL REPAIR (F) Stringer Shear Studs | 24879EC | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 767.00 | 0.00 | |||
| 0240 | BRIDGE CLEANING CLEAN ENTIRE TRUSS | 24981EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0245 | CONCRETE COATING APPROX 1138 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0250 | BEARING LUBRICATION | 24983EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0255 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,303.27 | 0.00 | |||
| 0260 | RAIL SYSTEM TYPE C412 | 26231ED | LF | 1,100.80 | 1,100.800 | 200.000 | 0.000 | 200.000 | 448.08 | 89,616.00 | 89,616.00 | |
| 0265 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,155.06 | 0.00 | |||
| 8001 | STEEL REPAIR | 23298EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 13,125.00 | 13,125.00 | |||
| 8002 | STEEL REPAIR | 24879EC | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 1,575.00 | 6,300.00 | |||
| Project | BR07904022400 | Fed/State Project Number | STP BRZ 9030 (470) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0270 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 361,000.00 | 361,000.00 | |||
| 0275 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 108,395.00 | 0.00 | |||
| SUBTOT | $89,616.00 |
$5,932,032.50 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0170-1-0I |
BOX BEAM, CB | LF |
2,160.70 | 0002 | $289.010000 | $624,463.90 | ||||||
0170-1-0A |
BOX BEAM, CB | LF |
132.00 | 0010 | $289.010000 | $-38,149.32 | ||||||
0170-1-0A |
BOX BEAM, CB | LF |
1,260.00 | 0011 | $289.010000 | $-364,152.60 | ||||||
0170-1-0A |
BOX BEAM, CB | LF |
104.00 | 0012 | $289.010000 | $-30,057.04 | ||||||
0170-1-0A |
BOX BEAM, CB | LF |
336.00 | 0016 | $289.010000 | $-97,107.36 | ||||||
0170-1-0A |
BOX BEAM, CB | LF |
328.70 | 0017 | $289.010000 | $-94,997.58 | ||||||
| SUBTOT | $0.00 |
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