|
ContID 265405 EST NO 0001 |
Date:07/08/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 265405 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | PIKEVILLE (12320) Wright, Zachary D. | ||||||
| Contractor | BOCA ENTERPRISES INC | MARS ADDR SN 0 | |||||
| , , | |||||||
| Pay Period | 03/18/2026 TO 06/30/2026 | ||||||
| Date Approved | 07/08/2026 | ||||||
| Primary Proj Number | BR08013802600 | ||||||
| Project No. | STP BRZ 9030 (523) | ||||||
| Primary County | MARTIN | ||||||
| Name of Road | CR 1380 | ||||||
| Description | ADDRESS DEFICIENCIES OF CR 1380 OVER ROCKHOUSE FORK (080C000 16N) | ||||||
| Date Let | 02/19/2026 | Formal Acceptance | |||||
| Date Awarded | 03/03/2026 | Date Work Began | 06/16/2026 | ||||
| Date Contract Executed | 03/18/2026 | Open To Traffic | |||||
| Date NTP Issued | 03/18/2026 | Actual Completion Date | |||||
| Current Contract Amount | $699,710.85 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $699,710.85 |
Total Earnings | $62,950.00 |
$0.00 |
$62,950.00 |
|
| Percent Complete | 9.00 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $636,760.85 |
Gross Earnings | $62,950.00 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $62,950.00 |
$0.00 |
62,950.00 |
|||
| Contract Id | 265405 | Change Order Summary |
County | MARTIN | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (523) | |||||||
| Contractor | BOCA ENTERPRISES INC | Period | 03/18/2026 TO 06/30/2026 | |||||||
| 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 | 265405 | COMMONWEALTH OF KENTUCKY |
County | MARTIN | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR08013802600 | ||||||
| Estimate Nbr | 0001 | Period | 03/18/2026 TO 06/30/2026 | |||||||
| Contractor | BOCA ENTERPRISES INC | |||||||||
| Project | BR08013802600 | Fed/State Project Number | STP BRZ 9030 (523) | 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 | BR08013802600 | Fed/State Project Number | STP BRZ 9030 (523) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 283.00 | 283.000 | 0.000 | 0.000 | 75.50 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 205.00 | 205.000 | 0.000 | 0.000 | 75.50 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1.22 | 1.220 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 0.15 | 0.150 | 0.000 | 0.000 | 6,315.00 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 31.00 | 31.000 | 0.000 | 0.000 | 630.80 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 11.00 | 11.000 | 0.000 | 0.000 | 653.25 | 0.00 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.07 | 0.070 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| Project | BR08013802600 | Fed/State Project Number | STP BRZ 9030 (523) | Category | 0002 ROADWAY | |||||||
| 0040 | CULVERT PIPE-18 IN | 00462 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0045 | CULVERT PIPE-54 IN | 00471 | LF | 37.00 | 37.000 | 0.000 | 0.000 | 430.00 | 0.00 | |||
| 0050 | REMOVE PIPE | 01310 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0055 | METAL END SECTION TY 1-18 IN | 01371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0060 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 13.36 | 0.00 | |||
| 0065 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0070 | EMBANKMENT IN PLACE | 02230 | CUYD | 72.00 | 72.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0075 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 76.81 | 0.00 | |||
| 0080 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,903.20 | 0.00 | |||
| 0085 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,388.61 | 0.00 | |||
| 0090 | TEMP GUARDRAIL | 02397 | LF | 525.00 | 525.000 | 0.000 | 0.000 | 19.07 | 0.00 | |||
| 0095 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 158.13 | 0.00 | |||
| 0100 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 141.84 | 0.00 | |||
| 0105 | CHANNEL LINING CLASS II | 02483 | TON | 10.00 | 10.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0110 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 10,000.00 | 2,500.00 | 2,500.00 | |
| 0115 | TEMPORARY SIGNS | 02562 | SQFT | 100.00 | 100.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0120 | EDGE KEY | 02585 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 87.50 | 0.00 | |||
| 0125 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 21.00 | 21.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0130 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 174.00 | 174.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0135 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0140 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0145 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0150 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0155 | TEMPORARY BRIDGE | 09876 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 60,000.00 | 60,000.00 | 60,000.00 | |
| 0160 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 4,500.00 | 450.00 | 450.00 | |
| 0165 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 150.00 | 150.000 | 0.000 | 0.000 | 31.55 | 0.00 | |||
| 0170 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| Project | BR08013802600 | Fed/State Project Number | STP BRZ 9030 (523) | Category | 0003 BRIDGE | |||||||
| 0175 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 113.40 | 113.400 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0180 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0185 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 41,000.00 | 0.00 | |||
| 0190 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 281.00 | 281.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0195 | TEST PILES | 08033 | LF | 88.00 | 88.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0200 | PRE-DRILLING FOR PILES | 08039 | LF | 182.00 | 182.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0205 | PILES-STEEL HP12X53 | 08046 | LF | 233.00 | 233.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0210 | PILE POINTS-12 IN | 08094 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0215 | CONCRETE-CLASS A | 08100 | CUYD | 30.80 | 30.800 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0220 | CONCRETE-CLASS AA | 08104 | CUYD | 24.10 | 24.100 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0225 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 4,915.00 | 4,915.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0230 | PRECAST PC BOX BEAM CB27-48 | 08664 | LF | 201.00 | 201.000 | 0.000 | 0.000 | 445.00 | 0.00 | |||
| 0235 | CONCRETE SEALING | 23378EC | SQFT | 1,767.00 | 1,767.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0240 | DEEP BEAM BRIDGE GUARDRAIL | 25099ED | LF | 134.00 | 134.000 | 0.000 | 0.000 | 310.00 | 0.00 | |||
| Project | BR08013802600 | Fed/State Project Number | STP BRZ 9030 (523) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0245 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| SUBTOT | $62,950.00 |
$62,950.000 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||