|
ContID 265401 EST NO 0002 |
Date:05/20/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 265401 | Estimate Number | 0002 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | SOMERSET (08340) Phelps, Lindsey B. | ||||||
| Contractor | BUSH & BURCHETT INC | MARS ADDR SN 0 | |||||
| PO BOX 400 | |||||||
| ALLEN , KY , 41601 | |||||||
| Pay Period | 05/02/2026 TO 05/15/2026 | ||||||
| Date Approved | 05/19/2026 | ||||||
| Primary Proj Number | BR06900782500 | ||||||
| Project No. | STP BRZ 9030 (505) | ||||||
| Primary County | LINCOLN | ||||||
| Name of Road | KY 78 OVER HANGING FORK CREEK | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 78 OVER HANGING FORK CREEK (069B0 0023N) | ||||||
| Date Let | 01/29/2026 | Formal Acceptance | |||||
| Date Awarded | 02/10/2026 | Date Work Began | 04/22/2026 | ||||
| Date Contract Executed | 02/24/2026 | Open To Traffic | |||||
| Date NTP Issued | 02/24/2026 | Actual Completion Date | |||||
| Current Contract Amount | $3,291,802.18 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,291,802.18 |
Total Earnings | $173,665.25 |
$52,613.75 |
$121,051.50 |
|
| Percent Complete | 5.28 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $3,118,136.93 |
Gross Earnings | $173,665.25 |
$52,613.75 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $173,665.25 |
$52,613.75 |
121,051.50 |
|||
| Contract Id | 265401 | Change Order Summary |
County | LINCOLN | ||||||
| Estimate Nbr | 0002 | Project Number | STP BRZ 9030 (505) | |||||||
| Contractor | BUSH & BURCHETT INC | Period | 05/02/2026 TO 05/15/2026 | |||||||
| 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 | 265401 | COMMONWEALTH OF KENTUCKY |
County | LINCOLN | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR06900782500 | ||||||
| Estimate Nbr | 0002 | Period | 05/02/2026 TO 05/15/2026 | |||||||
| Contractor | BUSH & BURCHETT INC | |||||||||
| Project | BR06900782500 | Fed/State Project Number | STP BRZ 9030 (505) | 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 | BR06900782500 | Fed/State Project Number | STP BRZ 9030 (505) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 2,627.00 | 2,627.000 | 0.000 | 0.000 | 38.90 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 36.00 | 36.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 4.34 | 4.340 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 1,031.00 | 1,031.000 | 0.000 | 0.000 | 108.50 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 284.00 | 284.000 | 0.000 | 0.000 | 122.10 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 2.94 | 2.940 | 0.000 | 0.000 | 71.00 | 0.00 | |||
| 0035 | FUEL ADJUSTMENT | 10020NS | DOLL | 2,047.00 | 2,047.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0040 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 5,141.00 | 5,141.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | BR06900782500 | Fed/State Project Number | STP BRZ 9030 (505) | Category | 0002 ROADWAY | |||||||
| 0045 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 25.00 | 25.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0050 | ENTRANCE PIPE-15 IN | 00440 | LF | 47.00 | 47.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0055 | ENTRANCE PIPE-24 IN | 00443 | LF | 62.00 | 62.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0060 | PERFORATED PIPE-4 IN | 01000 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 28.50 | 0.00 | |||
| 0065 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0070 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0075 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0080 | METAL END SECTION TY 1-24 IN | 01373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0085 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0090 | DROP BOX INLET TYPE 14 | 01577 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,050.00 | 0.00 | |||
| 0095 | JUNCTION BOX-24 IN | 01643 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0100 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 9,500.00 | 0.00 | |||
| 0105 | STANDARD HEADER CURB | 01875 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0110 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 13.58 | 0.00 | |||
| 0115 | REMOVE PAVEMENT | 02091 | SQYD | 350.00 | 350.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0120 | ROADWAY EXCAVATION | 02200 | CUYD | 23,833.00 | 23,833.000 | 2,240.000 | 0.000 | 2,240.000 | 19.50 | 43,680.00 | 43,680.00 | |
| 0125 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,112.50 | 1,112.500 | 0.000 | 0.000 | 29.11 | 0.00 | |||
| 0130 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 35.54 | 0.00 | |||
| 0135 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 86.34 | 0.00 | |||
| 0140 | REMOVE GUARDRAIL | 02381 | LF | 1,088.00 | 1,088.000 | 0.000 | 0.000 | 2.32 | 0.00 | |||
| 0145 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,729.02 | 0.00 | |||
| 0150 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 53.23 | 0.00 | |||
| 0155 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 144.14 | 0.00 | |||
| 0160 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 127.59 | 0.00 | |||
| 0165 | CHANNEL LINING CLASS II | 02483 | TON | 88.00 | 88.000 | 46.500 | 0.000 | 46.500 | 51.00 | 2,371.50 | 2,371.50 | |
| 0170 | CHANNEL LINING CLASS III | 02484 | TON | 2,057.00 | 2,057.000 | 0.000 | 0.000 | 53.75 | 0.00 | |||
| 0175 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,750.00 | 25,750.00 | |||
| 0180 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 235.20 | 0.00 | |||
| 0185 | EDGE KEY | 02585 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0190 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0195 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0200 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 22,500.00 | 0.00 | |||
| 0205 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 2,600.00 | 2,600.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0210 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 2,600.00 | 2,600.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0215 | OBJECT MARKER TY 3 | 20191ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 28.32 | 0.00 | |||
| 0220 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.100 | 0.100 | 50,000.00 | 5,000.00 | |||
| 0225 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 419.00 | 419.000 | 0.000 | 0.000 | 9.82 | 0.00 | |||
| 0230 | BARCODE SIGN INVENTORY | 24631EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 26.12 | 0.00 | |||
| 0235 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,066.78 | 0.00 | |||
| Project | BR06900782500 | Fed/State Project Number | STP BRZ 9030 (505) | Category | 0003 BRIDGE | |||||||
| 0240 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0245 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 942.00 | 942.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0250 | TEMPORARY SIGNS | 02562 | SQFT | 502.00 | 502.000 | 105.000 | 105.000 | 17.75 | 1,863.75 | |||
| 0255 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 45,000.00 | 0.00 | |||
| 0260 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,000.00 | 20,000.00 | |||
| 0265 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 70,000.00 | 0.00 | |||
| 0270 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 67.90 | 67.900 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0275 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 101.00 | 101.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0280 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 230,000.00 | 0.00 | |||
| 0285 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 481.00 | 481.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0290 | TEST PILES | 08033 | LF | 51.00 | 51.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0295 | PRE-DRILLING FOR PILES | 08039 | LF | 130.00 | 130.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0300 | PILES-STEEL HP12X53 | 08046 | LF | 84.00 | 84.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0305 | PILE POINTS-21 IN | 08092 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0310 | PILE POINTS-12 IN | 08094 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0315 | CONCRETE-CLASS A | 08100 | CUYD | 346.70 | 346.700 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0320 | CONCRETE-CLASS AA | 08104 | CUYD | 183.40 | 183.400 | 0.000 | 0.000 | 1,650.00 | 0.00 | |||
| 0325 | STEEL REINFORCEMENT | 08150 | LB | 27,653.00 | 27,653.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0330 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 57,360.00 | 57,360.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0335 | PRECAST PC I BEAM TYPE 2 | 08632 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0340 | CONCRETE SEALING | 23378EC | SQFT | 10,990.00 | 10,990.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0345 | PILES-STEEL W21 X 122 | 24719EC | LF | 324.00 | 324.000 | 0.000 | 0.000 | 230.00 | 0.00 | |||
| 0350 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 310.00 | 310.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0355 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| Project | BR06900782500 | Fed/State Project Number | STP BRZ 9030 (505) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0360 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 150,000.00 | 75,000.00 | 75,000.00 | |
| 0365 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 47,000.00 | 0.00 | |||
| SUBTOT | $121,051.50 |
$173,665.250 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||