|
ContID 255371 EST NO 0001 |
Date:05/21/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 255371 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | LOUISVILLE (05380) Barnett, Joseph W. | ||||||
| Contractor | CENTRAL BRIDGE CO LLC | MARS ADDR SN 0 | |||||
| 1256 MANCHESTER ST PO BOX 4277 | |||||||
| LEXINGTON , KY , 40504 | |||||||
| Pay Period | 03/21/2025 TO 05/15/2025 | ||||||
| Date Approved | 05/20/2025 | ||||||
| Primary Proj Number | BR03700122500 | ||||||
| Project No. | STP BRZ 9030 (490), STP BRZ 9030 (489) | ||||||
| Primary County | FRANKLIN | ||||||
| Name of Road | VARIOUS ROUTES IN FRANKLIN COUNTY | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 12 OVER FLAT CREEK (037B00080N) | ||||||
| Date Let | 02/20/2025 | Formal Acceptance | |||||
| Date Awarded | 03/04/2025 | Date Work Began | 05/05/2025 | ||||
| Date Contract Executed | 03/21/2025 | Open To Traffic | |||||
| Date NTP Issued | 03/21/2025 | Actual Completion Date | |||||
| Current Contract Amount | $4,548,989.26 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,548,989.26 |
Total Earnings | $14,390.00 |
$0.00 |
$14,390.00 |
|
| Percent Complete | 0.32 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $4,534,599.26 |
Gross Earnings | $14,390.00 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $14,390.00 |
$0.00 |
14,390.00 |
|||
| Contract Id | 255371 | Change Order Summary |
County | FRANKLIN | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (490), STP BRZ 9030 (489) | |||||||
| Contractor | CENTRAL BRIDGE CO LLC | Period | 03/21/2025 TO 05/15/2025 | |||||||
| 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 | 255371 | COMMONWEALTH OF KENTUCKY |
County | FRANKLIN | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR03700122500 | ||||||
| Estimate Nbr | 0001 | Period | 03/21/2025 TO 05/15/2025 | |||||||
| Contractor | CENTRAL BRIDGE CO LLC | |||||||||
| Project | BR03700122500 | Fed/State Project Number | STP BRZ 9030 (490) | Category | 0001 BRIDGE - 037B00080N | |||||||
| 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 | 2,583.00 | 2,583.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 22.00 | 22.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,054.00 | 1,054.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 161.00 | 161.000 | 0.000 | 0.000 | 169.25 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0035 | ENTRANCE PIPE-15 IN | 00440 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0040 | CULVERT PIPE-48 IN | 00470 | LF | 64.00 | 64.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0045 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0050 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 16.19 | 0.00 | |||
| 0055 | EMBANKMENT IN PLACE | 02230 | CUYD | 12,293.00 | 12,293.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0060 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 243.00 | 243.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0065 | SPECIAL EMBANKMENT | 02233 | CUYD | 4,388.00 | 4,388.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0070 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,212.50 | 1,212.500 | 0.000 | 0.000 | 32.22 | 0.00 | |||
| 0075 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 73.59 | 0.00 | |||
| 0080 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,029.40 | 0.00 | |||
| 0085 | CHANNEL LINING CLASS II | 02483 | TON | 1,065.00 | 1,065.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0090 | CLEARING AND GRUBBING AREA~2.81 ACRES | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 15,000.00 | 7,500.00 | 7,500.00 | |
| 0095 | EDGE KEY | 02585 | LF | 34.00 | 34.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0100 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 2,030.00 | 2,030.000 | 0.000 | 0.000 | 1.60 | 0.00 | |||
| 0105 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 4,363.00 | 4,363.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0110 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 0115 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0120 | SETTLEMENT PLATFORM | 02692 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0125 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0130 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 135,000.00 | 0.00 | |||
| 0135 | CONC BARRIER WALL TYPE 9T | 03171 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0140 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0145 | STEEL PIPE-2 1/2 IN | 03340 | LF | 68.25 | 68.250 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0150 | STEEL PIPE-4 IN | 03343 | LF | 57.75 | 57.750 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0155 | PAVE STRIPING-THERMO-4 IN W | 06540 | LF | 1,790.00 | 1,790.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0160 | PAVE STRIPING-THERMO-4 IN Y | 06541 | LF | 1,790.00 | 1,790.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0165 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | LF | 460.00 | 460.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0170 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 460.00 | 460.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0175 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 70,000.00 | 0.00 | |||
| 0180 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,286.00 | 2,286.000 | 0.000 | 0.000 | 56.50 | 0.00 | |||
| 0185 | TEST PILES | 08033 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 163.50 | 0.00 | |||
| 0190 | PILES-STEEL HP12X53 | 08046 | LF | 1,152.00 | 1,152.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0195 | PILE POINTS-12 IN | 08094 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0200 | CONCRETE-CLASS A | 08100 | CUYD | 169.00 | 169.000 | 0.000 | 0.000 | 1,390.00 | 0.00 | |||
| 0205 | CONCRETE-CLASS AA | 08104 | CUYD | 208.00 | 208.000 | 0.000 | 0.000 | 1,155.00 | 0.00 | |||
| 0210 | STEEL REINFORCEMENT | 08150 | LB | 25,651.00 | 25,651.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0215 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 45,714.00 | 45,714.000 | 0.000 | 0.000 | 1.90 | 0.00 | |||
| 0220 | PRECAST PC BOX BEAM SB42 | 08672 | LF | 1,367.00 | 1,367.000 | 0.000 | 0.000 | 536.00 | 0.00 | |||
| 0225 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0230 | ROCK SOUNDINGS | 20745ED | LF | 210.00 | 210.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0235 | ROCK CORINGS | 20746ED | LF | 94.00 | 94.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 0240 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0245 | DRILLED SHAFT-66 IN (COMMON) | 21420ED | LF | 210.00 | 210.000 | 0.000 | 0.000 | 1,670.00 | 0.00 | |||
| 0250 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | LF | 40.00 | 40.000 | 0.000 | 0.000 | 2,715.00 | 0.00 | |||
| 0255 | CONCRETE SEALING | 23378EC | SQFT | 11,584.00 | 11,584.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| 0260 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 462.00 | 462.000 | 0.000 | 0.000 | 248.75 | 0.00 | |||
| 0265 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| Project | BR03700122500 | Fed/State Project Number | STP BRZ 9030 (490) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0270 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 213,400.00 | 0.00 | |||
| 0275 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 32,250.00 | 0.00 | |||
| SUBTOT | $7,500.00 |
$7,500.000 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||
| Project | BR03716652500 | Fed/State Project Number | STP BRZ 9030 (489) | Category | 0001 BRIDGE - 037B00038N | |||||||
| 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 | |
| 0280 | DGA BASE | 00001 | TON | 78.00 | 78.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 0285 | ASPHALT SEAL AGGREGATE | 00100 | TON | 3.54 | 3.540 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0290 | ASPHALT SEAL COAT | 00103 | TON | 0.42 | 0.420 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0295 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 92.00 | 92.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0300 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 13.00 | 13.000 | 0.000 | 0.000 | 385.00 | 0.00 | |||
| 0305 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.23 | 0.230 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0310 | CULVERT PIPE-21 IN | 00463 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0315 | PIPE CULVERT HEADWALL-21 IN | 01206 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0320 | REMOVE PIPE | 01310 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 0325 | JUNCTION BOX-MOD | 01651 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
| 0330 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 16.19 | 0.00 | |||
| 0335 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0340 | ROADWAY EXCAVATION | 02200 | CUYD | 388.00 | 388.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0345 | GRANULAR EMBANKMENT | 02223 | CUYD | 190.00 | 190.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0350 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 376.00 | 376.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0355 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 121.30 | 121.300 | 0.000 | 0.000 | 33.34 | 0.00 | |||
| 0360 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 73.59 | 0.00 | |||
| 0365 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,029.40 | 0.00 | |||
| 0370 | REMOVE GUARDRAIL | 02381 | LF | 290.00 | 290.000 | 0.000 | 0.000 | 3.23 | 0.00 | |||
| 0375 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 53.29 | 0.00 | |||
| 0380 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 10,000.00 | 5,000.00 | 5,000.00 | |
| 0385 | TEMPORARY SIGNS | 02562 | SQFT | 318.00 | 318.000 | 105.000 | 0.000 | 105.000 | 18.00 | 1,890.00 | 1,890.00 | |
| 0390 | EDGE KEY | 02585 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0395 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 62.00 | 62.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0400 | RETAINING WALL-GABION | 02610 | CUYD | 36.00 | 36.000 | 0.000 | 0.000 | 560.00 | 0.00 | |||
| 0405 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0410 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0415 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0420 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 53,500.00 | 0.00 | |||
| 0425 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0430 | STEEL POST TYPE 1 | 06410 | LF | 29.00 | 29.000 | 0.000 | 0.000 | 32.03 | 0.00 | |||
| 0435 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 310.00 | 310.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 0440 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 526.00 | 526.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0445 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 17.00 | 17.000 | 0.000 | 0.000 | 265.00 | 0.00 | |||
| 0450 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 30,000.00 | 0.00 | |||
| 0455 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 255.00 | 255.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0460 | TEST PILES | 08033 | LF | 49.00 | 49.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0465 | PRE-DRILLING FOR PILES | 08039 | LF | 220.00 | 220.000 | 0.000 | 0.000 | 440.00 | 0.00 | |||
| 0470 | PILES-STEEL HP14X89 | 08051 | LF | 390.00 | 390.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0475 | CONCRETE-CLASS A | 08100 | CUYD | 170.90 | 170.900 | 0.000 | 0.000 | 1,065.00 | 0.00 | |||
| 0480 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 17,317.00 | 17,317.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0485 | PRECAST PC BOX BEAM CB33-48 | 08665 | LF | 504.00 | 504.000 | 0.000 | 0.000 | 451.00 | 0.00 | |||
| 0490 | OBJECT MARKER TY 3 | 20191ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 280.67 | 0.00 | |||
| 0495 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 985.23 | 0.00 | |||
| 0500 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 0505 | CONCRETE SEALING | 23378EC | SQFT | 5,600.00 | 5,600.000 | 0.000 | 0.000 | 2.70 | 0.00 | |||
| 0510 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 168.00 | 168.000 | 0.000 | 0.000 | 248.75 | 0.00 | |||
| 0515 | CONCRETE-CLASS AA - IC | 26167EC | CUYD | 71.90 | 71.900 | 0.000 | 0.000 | 1,625.00 | 0.00 | |||
| 0520 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0530 | CSL TESTING (4 TUBES) (ADDED 2/14/2025) | 21321NC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| Project | BR03716652500 | Fed/State Project Number | STP BRZ 9030 (489) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0525 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 32,250.00 | 0.00 | |||
| SUBTOT | $6,890.00 |
$6,890.000 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||