|
Report_Id: 245357 Est NO 0001 |
Date:03/03/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245357 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05300) Nelson, Steven Blake | ||||||
| Contractor | E & B PAVING LLC | ADDR SN 0 VC Code KY0019238 | |||||
| 286 W 300 N | |||||||
| ANDERSON , IN , 46012 | |||||||
| Pay Period | 08/21/2024 TO 02/06/2025 | ||||||
| Date Approved | 02/16/2025 | ||||||
| Primary Proj Number | BR05600642400 | ||||||
| Project No. | STP BRZ 9030 (474) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | I-64 | ||||||
| Description | ADDRESS DEFICIENCIES OF I-64 OVER MIDDLE FORK BEARGRASS CREE K (056B00052L-R) | ||||||
| Date Let | 07/18/2024 | Formal Acceptance | |||||
| Date Awarded | 07/30/2024 | Date Work Began | |||||
| Date Contract Executed | 08/21/2024 | Open To Traffic | |||||
| Date NTP Issued | 08/21/2024 | Actual Completion Date | |||||
| Current Contract Amount | $6,668,250.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $6,668,250.00 |
Total Earnings | $0.00 |
$0.00 |
$0.00 |
|
| Percent Complete | 11.86 |
Stockpiled Materials | $791,114.24 |
$0.00 |
$791,114.24 |
|
| Funds Available | $5,877,135.76 |
Gross Earnings | $791,114.24 |
$0.00 |
$791,114.24 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $791,114.24 |
$0.00 |
$791,114.24 |
|||
| Contract Id | 245357 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (474) | |||||||
| Contractor | E & B PAVING LLC | Period | 08/21/2024 TO 02/06/2025 | |||||||
| 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 | 245357 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR05600642400 | ||||||
| Estimate Nbr | 0001 | Period | 08/21/2024 TO 02/06/2025 | |||||||
| Contractor | E & B PAVING LLC | |||||||||
| Project | BR05600642400 | Fed/State Project Number | STP BRZ 9030 (474) | 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 | BR05600642400 | Fed/State Project Number | STP BRZ 9030 (474) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 3,596.00 | 3,596.000 | 0.000 | 0.000 | 49.25 | 0.00 | |||
| 0010 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 110.00 | 110.000 | 0.000 | 0.000 | 134.98 | 0.00 | |||
| 0015 | CRUSHED AGGREGATE SIZE NO 3 | 00069 | TON | 4,735.00 | 4,735.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 646.73 | 0.00 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,326.10 | 0.00 | |||
| 0030 | CL4 ASPH BASE 1.50D PG76-22 | 00210 | TON | 435.00 | 435.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0035 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 1,949.00 | 1,949.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| 0040 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 878.00 | 878.000 | 0.000 | 0.000 | 86.00 | 0.00 | |||
| 0045 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 478.00 | 478.000 | 0.000 | 0.000 | 136.00 | 0.00 | |||
| 0050 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 699.60 | 0.00 | |||
| 0055 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 6,967.00 | 6,967.000 | 0.000 | 0.000 | 1.90 | 0.00 | |||
| 0060 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 6,872.00 | 6,872.000 | 0.000 | 0.000 | 3.44 | 0.00 | |||
| Project | BR05600642400 | Fed/State Project Number | STP BRZ 9030 (474) | Category | 0002 ROADWAY | |||||||
| 0065 | CONC MEDIAN BARRIER TYPE A TL5 56 IN | 01978 | LF | 135.00 | 135.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0070 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 16.58 | 0.00 | |||
| 0075 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 16.58 | 0.00 | |||
| 0080 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 21.05 | 0.00 | |||
| 0085 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 21.05 | 0.00 | |||
| 0090 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 5,640.00 | 5,640.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0095 | ROADWAY EXCAVATION | 02200 | CUYD | 4,961.00 | 4,961.000 | 0.000 | 0.000 | 54.00 | 0.00 | |||
| 0100 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 178.00 | 178.000 | 0.000 | 0.000 | 43.76 | 0.00 | |||
| 0105 | REMOVE FENCE | 02265 | LF | 173.00 | 173.000 | 0.000 | 0.000 | 22.83 | 0.00 | |||
| 0110 | ADJUST GUARDRAIL | 02350 | LF | 125.00 | 125.000 | 0.000 | 0.000 | 9.43 | 0.00 | |||
| 0115 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 35.95 | 0.00 | |||
| 0120 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 1,038.00 | 1,038.000 | 0.000 | 0.000 | 62.10 | 0.00 | |||
| 0125 | GUARDRAIL CONNECTOR TO CONC MED BARR | 02359 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 7,216.56 | 0.00 | |||
| 0130 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,529.14 | 0.00 | |||
| 0135 | REMOVE GUARDRAIL | 02381 | LF | 1,566.00 | 1,566.000 | 0.000 | 0.000 | 4.18 | 0.00 | |||
| 0140 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 595.47 | 0.00 | |||
| 0145 | CHANNEL LINING CLASS III | 02484 | TON | 62.00 | 62.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0150 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0155 | TEMPORARY SIGNS | 02562 | SQFT | 1,300.00 | 1,300.000 | 0.000 | 0.000 | 6.36 | 0.00 | |||
| 0160 | EDGE KEY | 02585 | LF | 71.00 | 71.000 | 0.000 | 0.000 | 92.88 | 0.00 | |||
| 0165 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 160,240.01 | 0.00 | |||
| 0170 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 4,240.00 | 0.00 | |||
| 0175 | SHOULDER RUMBLE STRIPS | 02696 | LF | 1,670.00 | 1,670.000 | 0.000 | 0.000 | 5.65 | 0.00 | |||
| 0180 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 65,000.00 | 0.00 | |||
| 0185 | RELOCATE CRASH CUSHION | 02898 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,130.53 | 0.00 | |||
| 0190 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 3,940.00 | 3,940.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0195 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 260.00 | 260.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0200 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 130.00 | 130.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0205 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 21,399.00 | 21,399.000 | 0.000 | 0.000 | 3.75 | 0.00 | |||
| 0210 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 43,407.00 | 43,407.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0215 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 19,058.00 | 19,058.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0220 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 524.00 | 524.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0225 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 262.00 | 262.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0230 | CONCRETE-CLASS A | 08100 | CUYD | 63.00 | 63.000 | 0.000 | 0.000 | 1,750.00 | 0.00 | |||
| 0235 | STEEL REINFORCEMENT | 08150 | LB | 4,302.00 | 4,302.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0240 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 10,031.04 | 0.00 | |||
| 0245 | FUEL ADJUSTMENT | 10020NS | DOLL | 5,821.00 | 5,821.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0250 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 14,622.00 | 14,622.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0255 | SAWCUT PAVEMENT | 20550ND | LF | 1,845.00 | 1,845.000 | 0.000 | 0.000 | 1.68 | 0.00 | |||
| 0260 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,600.00 | 1,600.000 | 0.000 | 0.000 | 8.19 | 0.00 | |||
| 0265 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 43,428.65 | 0.00 | |||
| 0270 | CRASH CUSHION TY VI CLASS C TL3 | 23979EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 57,610.81 | 0.00 | |||
| 0275 | OBJECT MARKER TYPE 1 | 24640ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 67.54 | 0.00 | |||
| 0280 | CABLE BARRIER SYSTEM REMOVE & RESTORE | 24707ED | LS | 1.00 | 1.000 | 0.000 | 0.000 | 83,414.34 | 0.00 | |||
| 0285 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,456.32 | 0.00 | |||
| 0290 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0520 | LAW ENFORCEMENT OFFICER (ADDED: 7/15/2024) | 20411ED | HOUR | 400.00 | 400.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| Project | BR05600642400 | Fed/State Project Number | STP BRZ 9030 (474) | Category | 0003 DRAINAGE | |||||||
| 0295 | STORM SEWER PIPE-12 IN | 00520 | LF | 83.00 | 83.000 | 0.000 | 0.000 | 140.26 | 0.00 | |||
| 0300 | STORM SEWER PIPE-15 IN | 00521 | LF | 21.00 | 21.000 | 0.000 | 0.000 | 203.58 | 0.00 | |||
| 0305 | STORM SEWER PIPE-18 IN | 00522 | LF | 61.00 | 61.000 | 0.000 | 0.000 | 193.06 | 0.00 | |||
| 0310 | SLOTTED DRAIN PIPE-12 IN | 00980 | LF | 735.00 | 735.000 | 0.000 | 0.000 | 262.83 | 0.00 | |||
| 0315 | PERFORATED PIPE-6 IN | 01001 | LF | 2,387.00 | 2,387.000 | 0.000 | 0.000 | 15.11 | 0.00 | |||
| 0320 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 45.00 | 45.000 | 0.000 | 0.000 | 142.90 | 0.00 | |||
| 0325 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,375.95 | 0.00 | |||
| 0330 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,117.88 | 0.00 | |||
| 0335 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,079.56 | 0.00 | |||
| 0340 | DROP BOX INLET TYPE 6F | 01535 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 16,363.98 | 0.00 | |||
| 0345 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,359.45 | 0.00 | |||
| 0350 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 11,006.05 | 0.00 | |||
| 0355 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 1,632.00 | 1,632.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0360 | CONC MED BARRIER BOX INLET-TY 12B2 | 23806EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 9,353.79 | 0.00 | |||
| Project | BR05600642400 | Fed/State Project Number | STP BRZ 9030 (474) | Category | 0004 TRAFFIC - SIGNING | |||||||
| 0365 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 384.00 | 384.000 | 0.000 | 0.000 | 60.01 | 0.00 | |||
| 0370 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 14.00 | 14.000 | 0.000 | 0.000 | 51.63 | 0.00 | |||
| 0375 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 20.00 | 20.000 | 0.000 | 0.000 | 53.42 | 0.00 | |||
| 0380 | STEEL POST TYPE 1 | 06410 | LF | 59.00 | 59.000 | 0.000 | 0.000 | 46.27 | 0.00 | |||
| 0385 | STEEL POST MILE MARKERS | 06412 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 645.50 | 0.00 | |||
| 0390 | REM OVERHEAD SIGN SUPPORT STR | 06449 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,210.74 | 0.00 | |||
| 0395 | REM OVERHEAD STRUC CONC BASE | 06450 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,400.20 | 0.00 | |||
| 0400 | OSS GALV STEEL 90 FT TRUSS | 06481 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 181,146.79 | 0.00 | |||
| 0405 | ROADWAY CROSS SECTION | 20419ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 575.68 | 0.00 | |||
| 0410 | BARCODE SIGN INVENTORY | 24631EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 49.62 | 0.00 | |||
| Project | BR05600642400 | Fed/State Project Number | STP BRZ 9030 (474) | Category | 0005 BRIDGE - 056B00052L-R | |||||||
| 0415 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 734.00 | 734.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0420 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 707,250.00 | 0.00 | |||
| 0425 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 227.00 | 227.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0430 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 62.00 | 62.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0435 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 60,000.00 | 0.00 | |||
| 0440 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 370.00 | 370.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0445 | TEST PILES | 08033 | LF | 34.00 | 34.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0450 | PRE-DRILLING FOR PILES | 08039 | LF | 320.00 | 320.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0455 | PILES-STEEL HP12X53 | 08046 | LF | 360.00 | 360.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0460 | PILE POINTS-12 IN | 08094 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0465 | CONCRETE-CLASS A | 08100 | CUYD | 114.20 | 114.200 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0470 | CONCRETE-CLASS AA | 08104 | CUYD | 598.00 | 598.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0475 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 59.00 | 59.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0480 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 140,787.00 | 140,787.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0485 | CONCRETE SEALING | 23378EC | SQFT | 27,460.00 | 27,460.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0490 | MECHANICAL REINF COUPLER-#8 EPOXY COATED | 24405EC | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0495 | TEMPORARY SHORING | 24423EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 160,000.00 | 0.00 | |||
| 0500 | PPC I-BEAM HN 54 49 | 24463ED | LF | 1,792.00 | 1,792.000 | 0.000 | 0.000 | 755.00 | 0.00 | |||
| 0505 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 261.00 | 261.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| Project | BR05600642400 | Fed/State Project Number | STP BRZ 9030 (474) | Category | 0006 MOBILIZATION/DEMOBILIZATION | |||||||
| 0510 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 251,125.04 | 0.00 | |||
| 0515 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 101,000.00 | 0.00 | |||
| SUBTOT | $0.00 |
$0.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0500-1-0I |
I BEAM, TYPE 4 | FT |
1,792.00 | 0001 | $441.470000 | 791,114.24 | $791,114.24 | |||||
| SUBTOT | $791,114.24 |
|||||||||||