|
Report_Id: 255399 Est NO 0001 |
Date:05/11/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 255399 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12320) Wright, Zachary D. | ||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | ADDR SN 0 VC Code KS0005008 | |||||
| 3009 ATKINSON AVE STE 400 | |||||||
| lexington , KY , 40509 | |||||||
| Pay Period | 01/13/2026 TO 05/01/2026 | ||||||
| Date Approved | 05/10/2026 | ||||||
| Primary Proj Number | BR08002922500 | ||||||
| Project No. | STP BRZ 9030 (517) | ||||||
| Primary County | MARTIN | ||||||
| Name of Road | KY 292 | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 292 OVER LONG BRANCH (080B00014N) | ||||||
| Date Let | 12/11/2025 | Formal Acceptance | |||||
| Date Awarded | 12/18/2025 | Date Work Began | 04/15/2026 | ||||
| Date Contract Executed | 01/13/2026 | Open To Traffic | |||||
| Date NTP Issued | 01/13/2026 | Actual Completion Date | |||||
| Current Contract Amount | $3,173,878.80 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,173,878.80 |
Total Earnings | $125,931.25 |
$0.00 |
$125,931.25 |
|
| Percent Complete | 3.97 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $3,047,947.55 |
Gross Earnings | $125,931.25 |
$0.00 |
$125,931.25 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $125,931.25 |
$0.00 |
$125,931.25 |
|||
| Contract Id | 255399 | Change Order Summary |
County | MARTIN | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (517) | |||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | Period | 01/13/2026 TO 05/01/2026 | |||||||
| 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 | 255399 | COMMONWEALTH OF KENTUCKY |
County | MARTIN | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR08002922500 | ||||||
| Estimate Nbr | 0001 | Period | 01/13/2026 TO 05/01/2026 | |||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | |||||||||
| Project | BR08002922500 | Fed/State Project Number | STP BRZ 9030 (517) | 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 | BR08002922500 | Fed/State Project Number | STP BRZ 9030 (517) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 609.00 | 609.000 | 0.000 | 0.000 | 68.25 | 0.00 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 100.00 | 100.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 6.30 | 6.300 | 0.000 | 0.000 | 775.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 0.76 | 0.760 | 0.000 | 0.000 | 3,880.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 83.00 | 83.000 | 0.000 | 0.000 | 261.85 | 0.00 | |||
| 0030 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 215.00 | 215.000 | 0.000 | 0.000 | 249.85 | 0.00 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 82.00 | 82.000 | 0.000 | 0.000 | 261.85 | 0.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.60 | 0.600 | 0.000 | 0.000 | 925.00 | 0.00 | |||
| Project | BR08002922500 | Fed/State Project Number | STP BRZ 9030 (517) | Category | 0002 ROADWAY | |||||||
| 0045 | DGA BASE | 00001 | TON | 640.00 | 640.000 | 0.000 | 0.000 | 68.25 | 0.00 | |||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 168.00 | 168.000 | 0.000 | 0.000 | 249.85 | 0.00 | |||
| 0055 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0060 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0065 | ROADWAY EXCAVATION | 02200 | CUYD | 7,350.00 | 7,350.000 | 0.000 | 0.000 | 29.95 | 0.00 | |||
| 0070 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 275.00 | 275.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0075 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0080 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
| 0085 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0090 | REMOVE GUARDRAIL | 02381 | LF | 137.50 | 137.500 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0095 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0100 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0105 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.750 | 0.000 | 0.750 | 50,000.00 | 37,500.00 | 37,500.00 | |
| 0110 | TEMPORARY SIGNS | 02562 | SQFT | 85.25 | 85.250 | 87.250 | 0.000 | 87.250 | 25.00 | 2,181.25 | 2,181.25 | |
| 0115 | OBJECT MARKER TYPE 2 | 02565 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0120 | EDGE KEY | 02585 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 56.75 | 0.00 | |||
| 0125 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 72.00 | 72.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0130 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0135 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 263,000.00 | 0.00 | |||
| 0140 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 2.000 | 0.000 | 2.000 | 6,000.00 | 12,000.00 | 12,000.00 | |
| 0145 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,000.00 | 0.00 | |||
| 0150 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 12.50 | 12.500 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| 0155 | STEEL POST TYPE 1 | 06410 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0160 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,460.00 | 1,460.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0165 | OBJECT MARKER TY 3 | 20191ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0170 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 0175 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | LF | 6.00 | 6.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0180 | BARCODE SIGN INVENTORY | 24631EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0185 | REMOVE AND REINSTALL SANDSTONE ROCKS | 24688EC | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 3,500.00 | 1,750.00 | 1,750.00 | |
| 0190 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| Project | BR08002922500 | Fed/State Project Number | STP BRZ 9030 (517) | Category | 0003 BRIDGE | |||||||
| 0195 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 2,708.00 | 2,708.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| 0200 | CHANNEL LINING CLASS IA | 02482 | TON | 328.00 | 328.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0205 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 33,000.00 | 0.00 | |||
| 0210 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 52.30 | 52.300 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0215 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 125,000.00 | 0.00 | |||
| 0220 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,260.00 | 2,260.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0225 | TEST PILES | 08033 | LF | 280.00 | 280.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0230 | PILES-STEEL HP12X53 | 08046 | LF | 3,441.00 | 3,441.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0235 | PILE POINTS-12 IN | 08094 | EACH | 88.00 | 88.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0240 | CONCRETE-CLASS A | 08100 | CUYD | 550.70 | 550.700 | 0.000 | 0.000 | 775.00 | 0.00 | |||
| 0245 | CONCRETE-CLASS AA | 08104 | CUYD | 122.70 | 122.700 | 0.000 | 0.000 | 1,775.00 | 0.00 | |||
| 0250 | STEEL REINFORCEMENT | 08150 | LB | 45,459.00 | 45,459.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0255 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 38,038.00 | 38,038.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0260 | CONCRETE SEALING | 23378EC | SQFT | 7,788.00 | 7,788.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0265 | PPC I-BEAM HN 48-49 | 24520EC | LF | 304.50 | 304.500 | 0.000 | 0.000 | 890.00 | 0.00 | |||
| 0270 | RAIL SYSTEM TYPE T631 | 24896ED | LF | 206.00 | 206.000 | 0.000 | 0.000 | 194.50 | 0.00 | |||
| 0275 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| Project | BR08002922500 | Fed/State Project Number | STP BRZ 9030 (517) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0280 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 145,000.00 | 72,500.00 | 72,500.00 | |
| 0285 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 47,250.00 | 0.00 | |||
| SUBTOT | $125,931.25 |
$125,931.25 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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