|
ContID 252980 EST NO 0007 |
Date:10/08/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 252980 | Estimate Number | 0007 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | PIKEVILLE (12360) Wright, Doug | ||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | MARS ADDR SN 0 | |||||
| 3009 ATKINSON AVE STE 400 | |||||||
| lexington , KY , 40509 | |||||||
| Pay Period | 09/20/2025 TO 10/03/2025 | ||||||
| Date Approved | 10/07/2025 | ||||||
| Primary Proj Number | MB06400012501 | ||||||
| Project No. | FE02 064 0001 B00027N | ||||||
| Primary County | LAWRENCE | ||||||
| Name of Road | STATE HWY 1 (KY 1) | ||||||
| Description | BRIDGE 064B00027N OVER DRY FORK AT MP 14.13 | ||||||
| Date Let | 03/20/2025 | Formal Acceptance | |||||
| Date Awarded | 04/01/2025 | Date Work Began | 07/07/2025 | ||||
| Date Contract Executed | 04/08/2025 | Open To Traffic | |||||
| Date NTP Issued | 04/07/2025 | Actual Completion Date | |||||
| Current Contract Amount | $1,191,191.91 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,191,191.91 |
Total Earnings | $502,451.75 |
$442,804.50 |
$59,647.25 |
|
| Percent Complete | 45.94 |
Stockpiled Materials | $44,750.71 |
$44,750.71 |
$0.00 |
|
| Funds Available | $643,989.45 |
Gross Earnings | $547,202.46 |
$487,555.21 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $547,202.46 |
$487,555.21 |
59,647.25 |
|||
| Contract Id | 252980 | Change Order Summary |
County | LAWRENCE | ||||||
| Estimate Nbr | 0007 | Project Number | FE02 064 0001 B00027N | |||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | Period | 09/20/2025 TO 10/03/2025 | |||||||
| 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 | 252980 | COMMONWEALTH OF KENTUCKY |
County | LAWRENCE | ||||||
| Contract Type | BRSP BRIDGE SUPERSTRUCTURE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | MB06400012501 | ||||||
| Estimate Nbr | 0007 | Period | 09/20/2025 TO 10/03/2025 | |||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | |||||||||
| Project | MB06400012501 | Fed/State Project Number | FE02 064 0001 B00027N | 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 | MB06400012501 | Fed/State Project Number | FE02 064 0001 B00027N | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 36.00 | 36.000 | 25.790 | 25.790 | 245.00 | 6,318.55 | |||
| 0010 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 35.20 | 35.200 | 25.070 | 0.000 | 25.070 | 375.00 | 9,401.25 | 9,401.25 | |
| 0015 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 128.10 | 128.100 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0020 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.50 | 0.500 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0025 | EDGE KEY | 02585 | LF | 77.00 | 77.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| Project | MB06400012501 | Fed/State Project Number | FE02 064 0001 B00027N | Category | 0002 ROADWAY | |||||||
| 0030 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 160.00 | 320.00 | |||
| 0035 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 50.00 | 50.000 | 30.760 | 30.760 | 95.00 | 2,922.20 | |||
| 0040 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0045 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0050 | REMOVE GUARDRAIL | 02381 | LF | 235.00 | 235.000 | 112.500 | 125.000 | 237.500 | 5.00 | 562.50 | 1,187.50 | |
| 0055 | REMOVE & RESET GUARDRAIL | 02383 | LF | 200.00 | 200.000 | 56.250 | 0.000 | 56.250 | 20.00 | 1,125.00 | 1,125.00 | |
| 0060 | TEMPORARY SIGNS | 02562 | SQFT | 93.00 | 93.000 | 93.000 | 93.000 | 15.00 | 1,395.00 | |||
| 0065 | DITCHING AND SHOULDERING | 02575 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0070 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 20,000.00 | 10,000.00 | 10,000.00 | |
| 0075 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 1.000 | 0.000 | 1.000 | 750.00 | 750.00 | 750.00 | |
| 0080 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 5,000.00 | 1,250.00 | 1,250.00 | |
| 0085 | CONC BARRIER WALL TYPE 9T | 03171 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0090 | TEMP SIGNAL MULTI PHASE | 04934 | EACH | 1.00 | 1.000 | 0.250 | 0.250 | 0.500 | 8,500.00 | 2,125.00 | 4,250.00 | |
| 0095 | MAINTENANCE FERTILIZER | 05964 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0100 | SEEDING AND PROTECTION | 05985 | SQYD | 330.00 | 330.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0105 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 2,400.00 | 2,400.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0110 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 1,000.00 | 1,000.000 | 174.000 | 406.000 | 580.000 | 3.50 | 609.00 | 2,030.00 | |
| 0115 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,000.00 | 2,000.000 | 118.000 | 138.000 | 256.000 | 2.75 | 324.50 | 704.00 | |
| 0120 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,000.00 | 2,000.000 | 500.000 | 500.000 | 2.75 | 1,375.00 | |||
| 0125 | RAIL SYSTEM TYPE T631 | 24896ED | LF | 144.00 | 144.000 | 144.000 | 0.000 | 144.000 | 200.00 | 28,800.00 | 28,800.00 | |
| 0130 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 3.00 | 3.000 | 1.000 | 0.000 | 1.000 | 4,700.00 | 4,700.00 | 4,700.00 | |
| 0135 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,700.00 | 0.00 | |||
| Project | MB06400012501 | Fed/State Project Number | FE02 064 0001 B00027N | Category | 0003 BRIDGE - 064B000027N | |||||||
| 0140 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 12.20 | 12.200 | 8.334 | 8.334 | 2,000.00 | 16,668.00 | |||
| 0145 | MASONRY COATING | 02998 | SQYD | 126.00 | 126.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0150 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 67.80 | 67.800 | 26.500 | 26.500 | 150.00 | 3,975.00 | |||
| 0155 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 25,000.00 | 12,500.00 | |||
| 0160 | CONCRETE-CLASS A | 08100 | CUYD | 35.30 | 35.300 | 20.226 | 20.226 | 3,200.00 | 64,723.20 | |||
| 0165 | CONCRETE-CLASS AA | 08104 | CUYD | 136.30 | 136.300 | 57.572 | 57.572 | 1,800.00 | 103,629.60 | |||
| 0170 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 602.00 | 602.000 | 297.000 | 297.000 | 42.00 | 12,474.00 | |||
| 0175 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 35,799.00 | 35,799.000 | 15,294.252 | 15,294.252 | 1.75 | 26,764.94 | |||
| 0180 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 120,000.00 | 30,000.00 | |||
| 0185 | PRECAST PC BOX BEAM SB21 | 08669 | LF | 570.70 | 570.700 | 285.350 | 285.350 | 390.00 | 111,286.50 | |||
| 0190 | CONCRETE SEALING | 23378EC | SQFT | 8,138.00 | 8,138.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0195 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 60.00 | 60.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0200 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 286.80 | 286.800 | 143.400 | 143.400 | 155.00 | 22,227.00 | |||
| 0205 | GALVANIC ANODE - XPX | 26141EC | EACH | 519.00 | 519.000 | 255.000 | 255.000 | 85.00 | 21,675.00 | |||
| 0210 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| Project | MB06400012501 | Fed/State Project Number | FE02 064 0001 B00027N | Category | 0004 DEMOBILIZATION | |||||||
| 0215 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,997.66 | 0.00 | |||
| SUBTOT | $59,647.25 |
$502,451.741 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0185-1-0I |
BOX BEAM, B | LF |
570.70 | 0004 | $184.200000 | $89,501.41 | ||||||
0185-1-0A |
BOX BEAM, B | LF |
285.35 | 0005 | $184.200000 | $-44,750.70 | ||||||
| SUBTOT | 0.00 |
$44,750.710 |
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