|
Report_Id: 255388 Est NO 0001 |
Date:04/13/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 255388 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07320) Bucher, Jacob D | ||||||
| Contractor | CENTRAL BRIDGE CO LLC | ADDR SN 0 VC Code KY0018903 | |||||
| 1256 MANCHESTER ST PO BOX 4277 | |||||||
| LEXINGTON , KY , 40504 | |||||||
| Pay Period | 10/27/2025 TO 04/01/2026 | ||||||
| Date Approved | 04/13/2026 | ||||||
| Primary Proj Number | BR07619832500 | ||||||
| Project No. | STP BRZ 9030 (507) | ||||||
| Primary County | MADISON | ||||||
| Name of Road | KY 1983 | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 1983 OVER CSX RAILROAD (076R00606 N) | ||||||
| Date Let | 09/25/2025 | Formal Acceptance | |||||
| Date Awarded | 10/07/2025 | Date Work Began | |||||
| Date Contract Executed | 10/27/2025 | Open To Traffic | |||||
| Date NTP Issued | 10/27/2025 | Actual Completion Date | |||||
| Current Contract Amount | $2,241,415.59 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,241,415.59 |
Total Earnings | $79,114.68 |
$0.00 |
$79,114.68 |
|
| Percent Complete | 3.53 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,162,300.91 |
Gross Earnings | $79,114.68 |
$0.00 |
$79,114.68 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $79,114.68 |
$0.00 |
$79,114.68 |
|||
| Contract Id | 255388 | Change Order Summary |
County | MADISON | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (507) | |||||||
| Contractor | CENTRAL BRIDGE CO LLC | Period | 10/27/2025 TO 04/01/2026 | |||||||
| 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 | 255388 | COMMONWEALTH OF KENTUCKY |
County | MADISON | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR07619832500 | ||||||
| Estimate Nbr | 0001 | Period | 10/27/2025 TO 04/01/2026 | |||||||
| Contractor | CENTRAL BRIDGE CO LLC | |||||||||
| Project | BR07619832500 | Fed/State Project Number | STP BRZ 9030 (507) | Category | 0001 PAVING | |||||||
| 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 | |
| 0005 | DGA BASE | 00001 | TON | 1,446.00 | 1,446.000 | 0.000 | 0.000 | 42.75 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 32.00 | 32.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 12.00 | 12.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 120.00 | 120.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 600.00 | 600.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 115.00 | 115.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| Project | BR07619832500 | Fed/State Project Number | STP BRZ 9030 (507) | Category | 0002 ROADWAY | |||||||
| 0045 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 16.19 | 0.00 | |||
| 0050 | GRANULAR EMBANKMENT | 02223 | CUYD | 1,583.00 | 1,583.000 | 0.000 | 0.000 | 51.50 | 0.00 | |||
| 0055 | EMBANKMENT IN PLACE | 02230 | CUYD | 1,934.00 | 1,934.000 | 1,164.000 | 0.000 | 1,164.000 | 48.00 | 55,872.00 | 55,872.00 | |
| 0060 | FENCE-TEMP | 02259 | LF | 223.00 | 223.000 | 265.000 | 0.000 | 265.000 | 24.60 | 6,519.00 | 6,519.00 | |
| 0065 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 806.00 | 806.000 | 0.000 | 0.000 | 9.41 | 0.00 | |||
| 0070 | REMOVE FENCE | 02265 | LF | 569.00 | 569.000 | 556.000 | 0.000 | 556.000 | 6.55 | 3,641.80 | 3,641.80 | |
| 0075 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 95.13 | 0.00 | |||
| 0080 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,858.48 | 0.00 | |||
| 0085 | REMOVE GUARDRAIL | 02381 | LF | 416.00 | 416.000 | 512.500 | 0.000 | 512.500 | 4.55 | 2,331.87 | 2,331.87 | |
| 0090 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,863.84 | 0.00 | |||
| 0095 | CHANNEL LINING CLASS II | 02483 | TON | 740.00 | 740.000 | 0.000 | 0.000 | 53.50 | 0.00 | |||
| 0100 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 13,500.00 | 6,750.00 | 6,750.00 | |
| 0105 | CONCRETE-CLASS B (REVISED 9-23-25) | 02555 | CUYD | 168.00 | 168.000 | 0.000 | 0.000 | 790.00 | 0.00 | |||
| 0110 | EDGE KEY | 02585 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0115 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 1,184.00 | 1,184.000 | 0.000 | 0.000 | 3.10 | 0.00 | |||
| 0120 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 1,024.00 | 1,024.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0125 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,000.00 | 0.00 | |||
| 0130 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0135 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 9.00 | 9.000 | 0.000 | 0.000 | 515.00 | 0.00 | |||
| 0140 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0145 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 80,000.00 | 0.00 | |||
| 0150 | EROSION CONTROL BLANKET | 05950 | SQYD | 96.00 | 96.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 0155 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 16,000.00 | 4,000.00 | 4,000.00 | |
| 0160 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 562.50 | 562.500 | 0.000 | 0.000 | 36.80 | 0.00 | |||
| 0165 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,740.78 | 0.00 | |||
| 0170 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0280 | PAVE STRIPING-PERM PAINT-4 IN (ADDED 9-23-25) | 06514 | LF | 1,204.00 | 1,204.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0285 | STRUCTURE EXCAV-SOLID ROCK (ADDED 9-23-25) | 08002 | CUYD | 102.80 | 102.800 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0290 | PAVE STRIPING-DUR TY 1-4 IN Y (ADDED 9-23-25) | 06555 | LF | 236.00 | 236.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| Project | BR07619832500 | Fed/State Project Number | STP BRZ 9030 (507) | Category | 0003 DRAINAGE | |||||||
| 0175 | ENTRANCE PIPE-15 IN | 00440 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 91.00 | 0.00 | |||
| 0180 | STORM SEWER PIPE-15 IN | 00521 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 185.00 | 0.00 | |||
| 0185 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,640.00 | 0.00 | |||
| 0190 | CURB BOX INLET TYPE B | 01480 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,575.00 | 0.00 | |||
| 0195 | CURB BOX INLET TYPE F | 01487 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,485.00 | 0.00 | |||
| 0200 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,825.00 | 0.00 | |||
| Project | BR07619832500 | Fed/State Project Number | STP BRZ 9030 (507) | Category | 0004 BRIDGE | |||||||
| 0205 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 638.40 | 638.400 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0210 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 70,000.00 | 0.00 | |||
| 0215 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 130.00 | 130.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0220 | CONCRETE-CLASS A | 08100 | CUYD | 155.10 | 155.100 | 0.000 | 0.000 | 1,025.00 | 0.00 | |||
| 0225 | CONCRETE-CLASS AA | 08104 | CUYD | 87.30 | 87.300 | 0.000 | 0.000 | 2,065.00 | 0.00 | |||
| 0230 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 45,723.00 | 45,723.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0235 | STRUCTURAL STEEL APPROX 147,120 LBS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 607,500.00 | 0.00 | |||
| 0240 | SHEAR CONNECTORS | 08170 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 21,060.00 | 0.00 | |||
| 0245 | CONCRETE SEALING | 23378EC | SQFT | 5,980.00 | 5,980.000 | 0.000 | 0.000 | 1.85 | 0.00 | |||
| 0250 | CHAIN LINK FENCE MOUNTED ON WALL | 24580EC | LF | 232.00 | 232.000 | 0.000 | 0.000 | 94.00 | 0.00 | |||
| 0255 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 236.00 | 236.000 | 0.000 | 0.000 | 185.00 | 0.00 | |||
| 0260 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
| 0275 | ARMORED EDGE FOR CONCRETE (ADDED 9-16-25) | 03299 | LF | 47.00 | 47.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| Project | BR07619832500 | Fed/State Project Number | STP BRZ 9030 (507) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0265 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 105,200.00 | 0.00 | |||
| 0270 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 31,570.00 | 0.00 | |||
| SUBTOT | $79,114.67 |
$79,114.67 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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