|
Report_Id: 232960 Est NO 0002 |
Date:05/01/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 232960 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05380) Barnett, Joseph W. | ||||||
| Contractor | DELONG CONCRETE LLC | ADDR SN 0 VC Code KY0025182 | |||||
| 940 DELONG RD | |||||||
| LEXINGTON , KY , 40515 | |||||||
| Pay Period | 03/24/2023 TO 04/06/2023 | ||||||
| Date Approved | 04/17/2023 | ||||||
| Primary Proj Number | MB03719002301 | ||||||
| Project No. | FE02 037 1472 B00083N 01.50, FE02 037 1900 B00014N 04.44 | ||||||
| Primary County | FRANKLIN | ||||||
| Name of Road | PEAKS MILL ROAD (KY 1900) AND HICKORY RIDGE ROAD (KY 1472) | ||||||
| Description | BRIDGE 037B00014N OVER ELKHORN CREEK AT MP 4.44 | ||||||
| Date Let | 01/26/2023 | Formal Acceptance | |||||
| Date Awarded | 02/06/2023 | Date Work Began | 03/20/2023 | ||||
| Date Contract Executed | 02/14/2023 | Open To Traffic | |||||
| Date NTP Issued | 02/14/2023 | Actual Completion Date | |||||
| Current Contract Amount | $396,658.24 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $396,658.24 |
Total Earnings | $169,975.43 |
$67,882.90 |
$102,092.53 |
|
| Percent Complete | 42.85 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $226,682.81 |
Gross Earnings | $169,975.43 |
$67,882.90 |
$102,092.53 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $169,975.43 |
$67,882.90 |
$102,092.53 |
|||
| Contract Id | 232960 | Change Order Summary |
County | FRANKLIN | ||||||
| Estimate Nbr | 0002 | Project Number | FE02 037 1472 B00083N 01.50, FE02 037 1900 B00014N 04.44 | |||||||
| Contractor | DELONG CONCRETE LLC | Period | 03/24/2023 TO 04/06/2023 | |||||||
| 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 | 232960 | COMMONWEALTH OF KENTUCKY |
County | FRANKLIN | ||||||
| Contract Type | BRRW BRIDGE DECK RESTORATION & WATERPROOFING | TRANSPORTATION CABINET |
Primary Project Number | MB03719002301 | ||||||
| Estimate Nbr | 0002 | Period | 03/24/2023 TO 04/06/2023 | |||||||
| Contractor | DELONG CONCRETE LLC | |||||||||
| Project | MB03714722301 | Fed/State Project Number | FE02 037 1472 B00083N 01.50 | Category | 0001 BRIDGES - 037B00083N | |||||||
| 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 | |
| 0125 | TEMPORARY SIGNS | 02562 | SQFT | 145.00 | 145.000 | 145.000 | 145.000 | 8.82 | 1,278.90 | |||
| 0130 | MAINTAIN & CONTROL TRAFFIC - APPLIES TO 037B00083N | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 0.400 | 7,500.00 | 1,500.00 | 3,000.00 | |
| 0135 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2.000 | 2,000.00 | 2,000.00 | 4,000.00 | |
| 0140 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 58.60 | 58.600 | 29.300 | 29.300 | 600.00 | 17,580.00 | |||
| 0145 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 58.60 | 58.600 | 29.300 | 29.300 | 150.00 | 4,395.00 | |||
| 0150 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 267.00 | 267.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0155 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 4,500.00 | 2,250.00 | 4,500.00 | |
| 0160 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 387.00 | 387.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0165 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0170 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,000.00 | 2,000.000 | 103.340 | 103.340 | 1.25 | 129.17 | |||
| 0175 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0180 | STEEL REINFORCEMENT | 08150 | LB | 270.00 | 270.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0185 | EPOXY SAND SLURRY | 08504 | SQYD | 277.00 | 277.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0190 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 9.00 | 9.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0195 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 31.90 | 31.900 | 15.950 | 0.000 | 15.950 | 1,250.00 | 19,937.50 | 19,937.50 | |
| 0200 | BLAST CLEANING | 08549 | SQYD | 1,042.00 | 1,042.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0205 | MACHINE PREP OF SLAB | 08551 | SQYD | 766.00 | 766.000 | 383.300 | 382.670 | 765.970 | 22.00 | 8,432.60 | 16,851.34 | |
| 0210 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 24.00 | 24.000 | 12.630 | 0.000 | 12.630 | 1,000.00 | 12,630.00 | 12,630.00 | |
| 0215 | BRIDGE CLEANING - APPLIES TO 037B00083N | 24981EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0220 | CONCRETE COATING - APPLIES TO 037B00083N | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0225 | BEARING LUBRICATION - AT ABUTMENT - 037B00083N | 24983EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| Project | MB03714722301 | Fed/State Project Number | FE02 037 1472 B00083N 01.50 | Category | 0002 DEMOB | |||||||
| 0230 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,930.97 | 0.00 | |||
| SUBTOT | $46,750.10 |
$84,301.91 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MB03719002301 | Fed/State Project Number | FE02 037 1900 B00014N 04.44 | Category | 0001 BRIDGES - 037B00014N | |||||||
| 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 | TEMPORARY SIGNS | 02562 | SQFT | 145.00 | 145.000 | 145.000 | 145.000 | 8.82 | 1,278.90 | |||
| 0010 | MAINTAIN & CONTROL TRAFFIC - APPLIES TO 037B00014N | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 0.400 | 7,500.00 | 1,500.00 | 3,000.00 | |
| 0015 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0020 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 50.00 | 50.000 | 25.000 | 25.000 | 450.00 | 11,250.00 | |||
| 0025 | ARMORED EDGE FOR CONCRETE - AT BRIDG END | 03299 | LF | 25.00 | 25.000 | 12.500 | 12.500 | 200.00 | 2,500.00 | |||
| 0030 | ARMORED EDGE FOR CONCRETE - AT JOINT | 03299 | LF | 25.00 | 25.000 | 12.500 | 12.500 | 150.00 | 1,875.00 | |||
| 0035 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 534.00 | 534.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0040 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 4,500.00 | 2,250.00 | 4,500.00 | |
| 0045 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 916.00 | 916.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0050 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0055 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,000.00 | 2,000.000 | 60.580 | 97.900 | 158.480 | 1.25 | 75.72 | 198.10 | |
| 0060 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0065 | STEEL REINFORCEMENT | 08150 | LB | 270.00 | 270.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0070 | EPOXY SAND SLURRY | 08504 | SQYD | 148.00 | 148.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0075 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 7.00 | 7.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0080 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 28.62 | 28.622 | 14.310 | 0.000 | 14.310 | 1,250.00 | 17,887.50 | 17,887.50 | |
| 0085 | BLAST CLEANING | 08549 | SQYD | 835.00 | 835.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0090 | MACHINE PREP OF SLAB | 08551 | SQYD | 687.00 | 687.000 | 343.600 | 343.400 | 687.000 | 22.00 | 7,559.20 | 15,114.00 | |
| 0095 | PARTIAL DEPTH PATCHING - 037B00014N | 24094EC | CUYD | 22.00 | 22.000 | 26.070 | 0.000 | 26.070 | 1,000.00 | 26,070.00 | 26,070.00 | |
| 0100 | BRIDGE CLEANING - APPLIES TO 037B00014N | 24981EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0105 | CONCRETE COATING - APPLIES TO 037B00014N | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0110 | BEARING LUBRICATION - AT ABUTMENT - 037B00014N | 24983EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0115 | BEARING LUBRICATION - AT PIER - 037B00014N | 24983EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| Project | MB03719002301 | Fed/State Project Number | FE02 037 1900 B00014N 04.44 | Category | 0002 DEMOB | |||||||
| 0120 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,930.97 | 0.00 | |||
| SUBTOT | $55,342.42 |
$169,975.41 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||