|
Report_Id: 245368 Est NO 0001 |
Date:04/04/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245368 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06360) Platt, Michael C. | ||||||
| Contractor | SUNESIS CONSTRUCTION CO | ADDR SN 0 VC Code KY0018823 | |||||
| 2610 CRESCENTVILLE RD | |||||||
| WEST CHESTER , OH , 45069 | |||||||
| Pay Period | 12/05/2024 TO 03/20/2025 | ||||||
| Date Approved | 03/30/2025 | ||||||
| Primary Proj Number | BR05910212400 | ||||||
| Project No. | STP BRZ 9030 (486) | ||||||
| Primary County | KENTON | ||||||
| Name of Road | CR 1021 | ||||||
| Description | ADDRESS DEFICIENCIES OF ERNSTBRIDGE ROAD OVER CSX RAILROAD ( 059C00048N) | ||||||
| Date Let | 11/14/2024 | Formal Acceptance | |||||
| Date Awarded | 11/25/2024 | Date Work Began | 03/17/2025 | ||||
| Date Contract Executed | 12/05/2024 | Open To Traffic | |||||
| Date NTP Issued | 12/05/2024 | Actual Completion Date | |||||
| Current Contract Amount | $3,471,672.48 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,471,672.48 |
Total Earnings | $66,265.07 |
$0.00 |
$66,265.07 |
|
| Percent Complete | 1.91 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $3,405,407.41 |
Gross Earnings | $66,265.07 |
$0.00 |
$66,265.07 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $66,265.07 |
$0.00 |
$66,265.07 |
|||
| Contract Id | 245368 | Change Order Summary |
County | KENTON | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (486) | |||||||
| Contractor | SUNESIS CONSTRUCTION CO | Period | 12/05/2024 TO 03/20/2025 | |||||||
| 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 | 245368 | COMMONWEALTH OF KENTUCKY |
County | KENTON | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR05910212400 | ||||||
| Estimate Nbr | 0001 | Period | 12/05/2024 TO 03/20/2025 | |||||||
| Contractor | SUNESIS CONSTRUCTION CO | |||||||||
| Project | BR05910212400 | Fed/State Project Number | STP BRZ 9030 (486) | 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 | BR05910212400 | Fed/State Project Number | STP BRZ 9030 (486) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 712.00 | 712.000 | 0.000 | 0.000 | 53.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 151.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 2,013.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 615.00 | 615.000 | 0.000 | 0.000 | 96.00 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 118.00 | 118.000 | 0.000 | 0.000 | 186.00 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | BR05910212400 | Fed/State Project Number | STP BRZ 9030 (486) | Category | 0002 ROADWAY | |||||||
| 0035 | TRAFFIC BOUND BASE | 00020 | TON | 52.00 | 52.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 0040 | CULVERT PIPE-18 IN | 00462 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 138.00 | 0.00 | |||
| 0045 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0050 | EMBANKMENT IN PLACE | 02230 | CUYD | 2,031.00 | 2,031.000 | 0.000 | 0.000 | 53.00 | 0.00 | |||
| 0055 | WATER | 02242 | MGAL | 50.00 | 50.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0060 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 151.00 | 0.00 | |||
| 0065 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,013.00 | 0.00 | |||
| 0070 | REMOVE GUARDRAIL | 02381 | LF | 163.00 | 163.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0075 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 151.00 | 0.00 | |||
| 0080 | WITNESS POST | 02432 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 151.00 | 0.00 | |||
| 0085 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.700 | 0.000 | 0.700 | 47,916.00 | 33,541.20 | 33,541.20 | |
| 0090 | TEMPORARY SIGNS | 02562 | SQFT | 500.00 | 500.000 | 128.000 | 0.000 | 128.000 | 6.00 | 768.00 | 768.00 | |
| 0095 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 4,994.00 | 499.40 | 499.40 | |
| 0100 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 10,696.00 | 5,348.00 | 5,348.00 | |
| 0105 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,076.00 | 0.00 | |||
| 0110 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,517.00 | 0.00 | |||
| 0115 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 503.00 | 0.00 | |||
| 0120 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 16,006.00 | 1,600.60 | 1,600.60 | |
| 0125 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 166,337.00 | 0.00 | |||
| 0130 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,575.00 | 1,575.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0135 | EC POLE REMOVE (REVISED 11-6-24) | 17046 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 326.00 | 0.00 | |||
| 0140 | SAWCUT PAVEMENT | 20550ND | LF | 177.00 | 177.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0145 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,180.00 | 0.00 | |||
| 0150 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 217.75 | 217.750 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0155 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,523.00 | 0.00 | |||
| 0160 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,517.00 | 0.00 | |||
| 0165 | FIELD GATE CSX SECURITY GATE | 30004 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,014.00 | 0.00 | |||
| Project | BR05910212400 | Fed/State Project Number | STP BRZ 9030 (486) | Category | 0003 BRIDGE - 059C00048N | |||||||
| 0170 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,999.00 | 1,999.000 | 0.000 | 0.000 | 119.00 | 0.00 | |||
| 0175 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 154.00 | 0.00 | |||
| 0180 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 232,487.00 | 0.00 | |||
| 0185 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 89.00 | 89.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0190 | TEST PILES | 08033 | LF | 173.00 | 173.000 | 0.000 | 0.000 | 217.00 | 0.00 | |||
| 0195 | PILES-STEEL HP14X89 | 08051 | LF | 5,766.00 | 5,766.000 | 0.000 | 0.000 | 143.00 | 0.00 | |||
| 0200 | CONCRETE-CLASS A | 08100 | CUYD | 597.00 | 597.000 | 0.000 | 0.000 | 767.00 | 0.00 | |||
| 0205 | CONCRETE-CLASS AA | 08104 | CUYD | 72.00 | 72.000 | 0.000 | 0.000 | 1,901.00 | 0.00 | |||
| 0210 | STEEL REINFORCEMENT | 08150 | LB | 103,536.00 | 103,536.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0215 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 79,106.00 | 79,106.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0220 | STRUCTURAL STEEL APPROX 86022 LBS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 476,038.00 | 0.00 | |||
| 0225 | SHEAR CONNECTORS | 08170 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,939.00 | 0.00 | |||
| 0230 | BRIDGE CHAIN LINK FENCE-6 FT | 08711 | LF | 202.00 | 202.000 | 0.000 | 0.000 | 166.00 | 0.00 | |||
| 0235 | CONCRETE SEALING | 23378EC | SQFT | 9,258.00 | 9,258.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0240 | RAIL SYSTEM SINGLE SLOPE - 36 IN | 25027ED | LF | 202.00 | 202.000 | 0.000 | 0.000 | 328.00 | 0.00 | |||
| 0245 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 755.00 | 0.00 | |||
| 0260 | DYNAMIC PILE TESTING (ADDED 11-6-24) | 23233EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,348.00 | 0.00 | |||
| Project | BR05910212400 | Fed/State Project Number | STP BRZ 9030 (486) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0250 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 49,015.73 | 24,507.86 | 24,507.86 | |
| 0255 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 59,099.00 | 0.00 | |||
| SUBTOT | $66,265.06 |
$66,265.06 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||