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Report_Id: 245343 Est NO 0003 |
Date:03/03/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245343 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11320) Perkins, Robert W. | ||||||
| Contractor | BUSH & BURCHETT INC | ADDR SN 0 VC Code KY0022414 | |||||
| PO BOX 400 | |||||||
| ALLEN , KY , 41601 | |||||||
| Pay Period | 12/02/2024 TO 02/23/2025 | ||||||
| Date Approved | 03/03/2025 | ||||||
| Primary Proj Number | BR04812542400 | ||||||
| Project No. | STP BRZ 9030 (458) | ||||||
| Primary County | HARLAN | ||||||
| Name of Road | KY 1254 | ||||||
| Description | ADDRESS DEFICIENCIES OF BRIDGE ON KY 1254 OVER POOR FORK CUM BERLAND RIVER (048B00091N) | ||||||
| Date Let | 04/25/2024 | Formal Acceptance | |||||
| Date Awarded | 05/07/2024 | Date Work Began | 11/11/2024 | ||||
| Date Contract Executed | 05/30/2024 | Open To Traffic | |||||
| Date NTP Issued | 05/30/2024 | Actual Completion Date | |||||
| Current Contract Amount | $2,393,618.44 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,393,749.94 |
Total Earnings | $626,527.48 |
$224,400.00 |
$402,127.48 |
|
| Percent Complete | 26.17 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,767,090.96 |
Gross Earnings | $626,527.48 |
$224,400.00 |
$402,127.48 |
|
| Total Change Orders | $-131.50 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $626,527.48 |
$224,400.00 |
$402,127.48 |
|||
| Contract Id | 245343 | Change Order Summary |
County | HARLAN | ||||||
| Estimate Nbr | 0003 | Project Number | STP BRZ 9030 (458) | |||||||
| Contractor | BUSH & BURCHETT INC | Period | 12/02/2024 TO 02/23/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Const Rev 1 - Pier Drilled Shafts, Beams | Approved | 02/18/2025 | $-131.50 | 0.0 | |||||
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 | 245343 | COMMONWEALTH OF KENTUCKY |
County | HARLAN | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR04812542400 | ||||||
| Estimate Nbr | 0003 | Period | 12/02/2024 TO 02/23/2025 | |||||||
| Contractor | BUSH & BURCHETT INC | |||||||||
| Project | BR04812542400 | Fed/State Project Number | STP BRZ 9030 (458) | 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 | BR04812542400 | Fed/State Project Number | STP BRZ 9030 (458) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 161.00 | 165.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0010 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 150.00 | 156.000 | 0.000 | 0.000 | 270.00 | 0.00 | |||
| 0015 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 35.00 | 36.000 | 0.000 | 0.000 | 355.00 | 0.00 | |||
| 0020 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.35 | 0.500 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | BR04812542400 | Fed/State Project Number | STP BRZ 9030 (458) | Category | 0002 ROADWAY | |||||||
| 0025 | STORM SEWER PIPE-18 IN | 00522 | LF | 115.00 | 115.000 | 0.000 | 0.000 | 234.00 | 0.00 | |||
| 0030 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,820.00 | 0.00 | |||
| 0035 | DROP BOX INLET TYPE 13G | 01559 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,860.00 | 0.00 | |||
| 0040 | STANDARD CURB AND GUTTER | 01810 | LF | 67.00 | 73.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| 0045 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0050 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 13.30 | 13.300 | 0.000 | 0.000 | 84.00 | 0.00 | |||
| 0055 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 130.00 | 150.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0060 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0065 | EDGE KEY | 02585 | LF | 52.00 | 52.000 | 0.000 | 0.000 | 86.12 | 0.00 | |||
| 0070 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 6,000.00 | 3,000.00 | |||
| 0075 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0080 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 39.00 | 42.000 | 0.000 | 0.000 | 76.00 | 0.00 | |||
| 0085 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0090 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 780.00 | 780.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0095 | W CAP EXISTING MAIN | 14003 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0100 | W METER RELOCATE | 14030 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0105 | W STRUCTURE REMOVAL EX Water Vault Removal | 14088 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0110 | W LINE STOP SIZE 1 | 14163 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0115 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0120 | REMOVE SIGN | 21373ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 0125 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0130 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 10.00 | 10.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| Project | BR04812542400 | Fed/State Project Number | STP BRZ 9030 (458) | Category | 0003 BRIDGE - 048B00091N | |||||||
| 0135 | FENCE-4 FT CHAIN LINK | 02273 | LF | 242.20 | 236.200 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0140 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 12.90 | 12.900 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0145 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 165,000.00 | 165,000.00 | |||
| 0150 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 53.20 | 53.200 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0155 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 189.00 | 0.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0160 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 200,000.00 | 0.00 | |||
| 0165 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,147.00 | 967.000 | 54.010 | 0.000 | 54.010 | 65.00 | 3,510.65 | 3,510.65 | |
| 0170 | TEST PILES (REVISED 4-22-24) | 08033 | LF | 48.00 | 48.000 | 20.000 | 0.000 | 20.000 | 300.00 | 6,000.00 | 6,000.00 | |
| 0175 | PRE-DRILLING FOR PILES | 08039 | LF | 108.00 | 108.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0180 | PILES-STEEL HP12X53 (REVISED 4-22-24) | 08046 | LF | 190.00 | 190.000 | 69.000 | 0.000 | 69.000 | 80.00 | 5,520.00 | 5,520.00 | |
| 0185 | PILE POINTS-12 IN | 08094 | EACH | 12.00 | 12.000 | 6.000 | 0.000 | 6.000 | 150.00 | 900.00 | 900.00 | |
| 0190 | CONCRETE-CLASS A | 08100 | CUYD | 276.90 | 108.900 | 25.689 | 0.000 | 25.689 | 1,000.00 | 25,689.00 | 25,689.00 | |
| 0195 | CONCRETE-CLASS AA | 08104 | CUYD | 279.70 | 264.800 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0200 | STEEL REINFORCEMENT | 08150 | LB | 20,812.00 | 9,985.000 | 1,778.914 | 0.000 | 1,778.914 | 2.00 | 3,557.82 | 3,557.82 | |
| 0205 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 84,752.00 | 94,383.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0210 | CONCRETE SEALING | 23378EC | SQFT | 15,995.00 | 14,529.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0215 | DECK DRAIN | 23813EC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0220 | PPC I-BEAM TYPE HN 36-49 | 23963EC | LF | 953.40 | 0.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0225 | RAIL SYSTEM TYPE T631 | 24896ED | LF | 484.40 | 472.400 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 8000 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 0.00 | 35.000 | 35.000 | 0.000 | 35.000 | 2,850.00 | 99,750.00 | 99,750.00 | |
| 8001 | DRILLED SHAFT-54 IN-COMMON | 22417EN | LF | 0.00 | 22.000 | 22.000 | 0.000 | 22.000 | 2,600.00 | 57,200.00 | 57,200.00 | |
| 8002 | CSL TESTING (4 TUBES) | 21321NC | EACH | 0.00 | 4.000 | 4.000 | 0.000 | 4.000 | 3,675.00 | 14,700.00 | 14,700.00 | |
| 8003 | PRECAST PC BOX BEAM SB33 | 08671 | LF | 0.00 | 931.100 | 0.000 | 0.000 | 460.00 | 0.00 | |||
| 8004 | DESIGN | 21512NS | DOLL | 0.00 | 139,000.000 | 139,000.000 | 0.000 | 139,000.000 | 1.00 | 139,000.00 | 139,000.00 | |
| 8005 | EW~ Drill Mobilization for Drilled Shaft Construction | 10098NX | DOLL | 0.00 | 46,300.000 | 46,300.000 | 0.000 | 46,300.000 | 1.00 | 46,300.00 | 46,300.00 | |
| Project | BR04812542400 | Fed/State Project Number | STP BRZ 9030 (458) | Category | 0004 DEMOBILIZATION & MOBILIZATION | |||||||
| 0230 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 100,000.00 | 50,000.00 | |||
| 0235 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 34,000.00 | 0.00 | |||
| SUBTOT | $402,127.47 |
$626,527.47 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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