ContID 245347 EST NO 0001 |
Date:05/21/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 245347 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
District Office | PIKEVILLE (12340) Smith, Brittany A. | ||||||
Contractor | BUSH & BURCHETT INC | MARS ADDR SN 0 | |||||
PO BOX 400 | |||||||
ALLEN , KY , 41601 | |||||||
Pay Period | 07/05/2024 TO 05/16/2025 | ||||||
Date Approved | 05/20/2025 | ||||||
Primary Proj Number | BR06700072400 | ||||||
Project No. | STP BRZ 9030 (462) | ||||||
Primary County | LETCHER | ||||||
Name of Road | KY 7 | ||||||
Description | ADDRESS DEFICIENCIES OF KY 7 OVER NORTH FORK OF KY RIVER (06 7B00038N) | ||||||
Date Let | 05/23/2024 | Formal Acceptance | |||||
Date Awarded | 06/04/2024 | Date Work Began | |||||
Date Contract Executed | 07/05/2024 | Open To Traffic | |||||
Date NTP Issued | 07/05/2024 | Actual Completion Date | |||||
Current Contract Amount | $5,221,631.90 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $5,221,631.90 |
Total Earnings | $0.00 |
$0.00 |
$0.00 |
|
Percent Complete | 12.56 |
Stockpiled Materials | $655,771.04 |
$0.00 |
$655,771.04 |
|
Funds Available | $4,565,860.86 |
Gross Earnings | $655,771.04 |
$0.00 |
$0.00 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $655,771.04 |
$0.00 |
655,771.04 |
|||
Contract Id | 245347 | Change Order Summary |
County | LETCHER | ||||||
Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (462) | |||||||
Contractor | BUSH & BURCHETT INC | Period | 07/05/2024 TO 05/16/2025 | |||||||
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 | 245347 | COMMONWEALTH OF KENTUCKY |
County | LETCHER | ||||||
Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR06700072400 | ||||||
Estimate Nbr | 0001 | Period | 07/05/2024 TO 05/16/2025 | |||||||
Contractor | BUSH & BURCHETT INC | |||||||||
Project | BR06700072400 | Fed/State Project Number | STP BRZ 9030 (462) | 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 | BR06700072400 | Fed/State Project Number | STP BRZ 9030 (462) | Category | 0001 PAVING | |||||||
0005 | DGA BASE | 00001 | TON | 1,806.00 | 1,806.000 | 0.000 | 0.000 | 49.50 | 0.00 | |||
0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 155.00 | 155.000 | 0.000 | 0.000 | 249.75 | 0.00 | |||
0015 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 775.00 | 775.000 | 0.000 | 0.000 | 226.25 | 0.00 | |||
0020 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 186.00 | 186.000 | 0.000 | 0.000 | 249.75 | 0.00 | |||
0025 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
0030 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
0035 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 38.00 | 38.000 | 0.000 | 0.000 | 159.75 | 0.00 | |||
0260 | ASPHALT SEAL AGGREGATE (ADDED 5-21-24) | 00100 | TON | 16.00 | 16.000 | 0.000 | 0.000 | 248.00 | 0.00 | |||
0265 | ASPHALT SEAL COAT (ADDED 5-21-24) | 00103 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,975.00 | 0.00 | |||
Project | BR06700072400 | Fed/State Project Number | STP BRZ 9030 (462) | Category | 0002 ROADWAY | |||||||
0040 | ENTRANCE PIPE-24 IN | 00443 | LF | 116.00 | 116.000 | 0.000 | 0.000 | 152.00 | 0.00 | |||
0045 | CULVERT PIPE-24 IN | 00464 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 176.00 | 0.00 | |||
0050 | METAL END SECTION TY 3-24 IN | 01393 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
0055 | ROADWAY EXCAVATION | 02200 | CUYD | 10,158.00 | 10,158.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
0060 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 98.08 | 0.00 | |||
0065 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,200.13 | 0.00 | |||
0070 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,503.91 | 0.00 | |||
0075 | CHANNEL LINING CLASS II | 02483 | TON | 36.00 | 36.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
0080 | CHANNEL LINING CLASS III | 02484 | TON | 364.00 | 364.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
0085 | CLEARING AND GRUBBING APPROX 1.5 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 210,000.00 | 0.00 | |||
0090 | EDGE KEY | 02585 | LF | 67.00 | 67.000 | 0.000 | 0.000 | 59.85 | 0.00 | |||
0095 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 400.00 | 400.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
0100 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 67.00 | 67.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
0105 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 60,000.00 | 0.00 | |||
0110 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
0115 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
0120 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 250,000.00 | 0.00 | |||
0125 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 300,000.00 | 0.00 | |||
0130 | LONGITUDINAL EDGE KEY | 21289ED | LF | 328.00 | 328.000 | 0.000 | 0.000 | 43.59 | 0.00 | |||
0135 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
0140 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 150.00 | 150.000 | 0.000 | 0.000 | 51.39 | 0.00 | |||
0145 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,968.37 | 0.00 | |||
Project | BR06700072400 | Fed/State Project Number | STP BRZ 9030 (462) | Category | 0003 BRIDGE - 067B00038N | |||||||
0150 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 190.00 | 190.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0155 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 167.00 | 167.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0160 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 305.00 | 305.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
0165 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 120.00 | 120.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
0170 | TEST PILES | 08033 | LF | 89.00 | 89.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0175 | PRE-DRILLING FOR PILES | 08039 | LF | 629.00 | 629.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0180 | PILES-STEEL HP12X53 | 08046 | LF | 596.00 | 596.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
0185 | PILE POINTS-12 IN | 08094 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
0190 | CONCRETE-CLASS A | 08100 | CUYD | 263.60 | 263.600 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
0195 | CONCRETE-CLASS AA | 08104 | CUYD | 336.20 | 336.200 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
0200 | STEEL REINFORCEMENT | 08150 | LB | 46,515.00 | 46,515.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
0205 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 110,986.00 | 110,986.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
0210 | STRUCTURAL STEEL APPROX 423640 LBS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,375,000.00 | 0.00 | |||
0215 | SHEAR CONNECTORS | 08170 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,000.00 | 0.00 | |||
0220 | APPROACH SLAB STRUCTURE | 08500 | SQYD | 134.00 | 134.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
0225 | CONCRETE SEALING | 23378EC | SQFT | 24,715.00 | 24,715.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0230 | BEARING PADS | 23380EC | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
0235 | PROTECTIVE FENCE | 23964EC | LF | 227.00 | 227.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
0240 | CLASSIC BRIDGE RAIL | 25024ED | LF | 805.00 | 805.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
0245 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
Project | BR06700072400 | Fed/State Project Number | STP BRZ 9030 (462) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0250 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 240,000.00 | 0.00 | |||
0255 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 73,800.00 | 0.00 | |||
SUBTOT | $0.00 |
$0.000 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0210-1-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0001 | $690285.310000 | 655,771.04 | $655,771.04 | |||||
SUBTOT | 655,771.04 |
$655,771.040 |