Report_Id: 232960 Est NO 0004 |
Date:09/05/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 232960 | Estimate Number | 0004 | 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 | 04/21/2023 TO 08/10/2023 | ||||||
Date Approved | 08/21/2023 | ||||||
Primary Proj Number | MB03719002301 | ||||||
Project No. | FE02 037 0460 B00006N 02.197, 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 | 06/06/2023 | ||||
Current Contract Amount | $486,820.62 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $396,658.24 |
Total Earnings | $459,571.98 |
$374,607.09 |
$84,964.89 |
|
Percent Complete | 94.40 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $27,248.64 |
Gross Earnings | $459,571.98 |
$374,607.09 |
$84,964.89 |
|
Total Change Orders | $90,162.38 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $459,571.98 |
$374,607.09 |
$84,964.89 |
|||
Contract Id | 232960 | Change Order Summary |
County | FRANKLIN | ||||||
Estimate Nbr | 0004 | Project Number | FE02 037 0460 B00006N 02.197, FE02 037 1472 B00083N 01.50, FE02 037 1900 B00014N 04.44 | |||||||
Contractor | DELONG CONCRETE LLC | Period | 04/21/2023 TO 08/10/2023 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Additional Partial Depth Patching/ Curb Replacement | Approved | 08/14/2023 | $90,162.38 | 0.0 | |||||
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 | 0004 | Period | 04/21/2023 TO 08/10/2023 | |||||||
Contractor | DELONG CONCRETE LLC | |||||||||
Project | MB03704602301 | Fed/State Project Number | FE02 037 0460 B00006N 02.197 | Category | 0001 BRIDGES - 037B00006N | |||||||
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 | |
8000 | REMOVE CONCRETE MASONRY US 460 Curb Replacement | 02403 | CUYD | 0.00 | 12.777 | 12.777 | 0.000 | 12.777 | 1,153.07 | 14,732.77 | 14,732.77 | |
8001 | TEMPORARY SIGNS US 460 Curb Replacement | 02562 | SQFT | 0.00 | 96.000 | 96.000 | 0.000 | 96.000 | 8.82 | 846.72 | 846.72 | |
8002 | MAINTAIN & CONTROL TRAFFIC US 460 Curb Replacement | 02650 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 7,500.00 | 7,500.00 | 7,500.00 | |
8003 | LANE CLOSURE US 460 Curb Replacement | 02653 | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,500.00 | 2,500.00 | 2,500.00 | |
8004 | TEMP SIGNAL 2 PHASE US 460 Curb Replacement | 04933 | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 4,500.00 | 4,500.00 | 4,500.00 | |
8005 | PAVE STRIPING-TEMP REM TAPE-B US 460 Curb Replacement | 06549 | LF | 0.00 | 500.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
8006 | PAVE STRIPING-TEMP REM TAPE-W US 460 Curb Replacement | 06550 | LF | 0.00 | 1,000.000 | 110.000 | 0.000 | 110.000 | 1.25 | 137.50 | 137.50 | |
8007 | PAVE STRIPING-TEMP REM TAPE-Y US 460 Curb Replacement | 06551 | LF | 0.00 | 1,000.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
8008 | CONCRETE-CLASS AA US 460 Curb Replacement | 08104 | CUYD | 0.00 | 12.777 | 12.777 | 0.000 | 12.777 | 2,306.15 | 29,465.67 | 29,465.67 | |
Project | MB03704602301 | Fed/State Project Number | FE02 037 0460 B00006N 02.197 | Category | 0002 DEMOBILIZATION | |||||||
8009 | DEMOBILIZATION US 460 Curb Replacement | 02569 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 912.21 | 912.21 | 912.21 | |
SUBTOT | $60,594.88 |
$60,594.88 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |
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 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
0135 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
0140 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 58.60 | 58.600 | 58.600 | 58.600 | 600.00 | 35,160.00 | |||
0145 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 58.60 | 58.600 | 58.600 | 58.600 | 150.00 | 8,790.00 | |||
0150 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 267.00 | 267.000 | 267.000 | 267.000 | 50.00 | 13,350.00 | |||
0155 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
0160 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 387.00 | 387.000 | 782.000 | 782.000 | 2.00 | 1,564.00 | |||
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 | 270.000 | 270.000 | 2.00 | 540.00 | |||
0185 | EPOXY SAND SLURRY | 08504 | SQYD | 277.00 | 277.000 | 277.000 | 277.000 | 36.00 | 9,972.00 | |||
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 | 31.900 | 31.900 | 1,250.00 | 39,875.00 | |||
0200 | BLAST CLEANING | 08549 | SQYD | 1,042.00 | 1,042.000 | 1,042.000 | 1,042.000 | 12.00 | 12,504.00 | |||
0205 | MACHINE PREP OF SLAB | 08551 | SQYD | 766.00 | 766.000 | 766.000 | 766.000 | 22.00 | 16,852.00 | |||
0210 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 24.00 | 24.000 | 23.590 | 23.590 | 1,000.00 | 23,590.00 | |||
0215 | BRIDGE CLEANING - APPLIES TO 037B00083N | 24981EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
0220 | CONCRETE COATING - APPLIES TO 037B00083N | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
0225 | BEARING LUBRICATION - AT ABUTMENT - 037B00083N | 24983EC | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 400.00 | 3,200.00 | |||
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 | $0.00 |
$251,899.95 |
||||||||||
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 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
0015 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
0020 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 450.00 | 22,500.00 | |||
0025 | ARMORED EDGE FOR CONCRETE - AT BRIDG END | 03299 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 200.00 | 5,000.00 | |||
0030 | ARMORED EDGE FOR CONCRETE - AT JOINT | 03299 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 150.00 | 3,750.00 | |||
0035 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 534.00 | 534.000 | 534.000 | 534.000 | 50.00 | 26,700.00 | |||
0040 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
0045 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 916.00 | 916.000 | 964.000 | 964.000 | 2.00 | 1,928.00 | |||
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 | 158.480 | 158.480 | 1.25 | 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 | 270.000 | 270.000 | 2.00 | 540.00 | |||
0070 | EPOXY SAND SLURRY | 08504 | SQYD | 148.00 | 148.000 | 148.000 | 148.000 | 36.00 | 5,328.00 | |||
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 | 28.620 | 28.620 | 1,250.00 | 35,775.00 | |||
0085 | BLAST CLEANING | 08549 | SQYD | 835.00 | 835.000 | 835.000 | 835.000 | 12.00 | 10,020.00 | |||
0090 | MACHINE PREP OF SLAB | 08551 | SQYD | 687.00 | 687.000 | 687.000 | 687.000 | 22.00 | 15,114.00 | |||
0095 | PARTIAL DEPTH PATCHING - 037B00014N | 24094EC | CUYD | 22.00 | 50.440 | 24.370 | 26.070 | 50.440 | 1,000.00 | 24,370.00 | 50,440.00 | |
0100 | BRIDGE CLEANING - APPLIES TO 037B00014N | 24981EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
0105 | CONCRETE COATING - APPLIES TO 037B00014N | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
0110 | BEARING LUBRICATION - AT ABUTMENT - 037B00014N | 24983EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
0115 | BEARING LUBRICATION - AT PIER - 037B00014N | 24983EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 650.00 | 2,600.00 | |||
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 | $24,370.00 |
$459,571.95 |
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LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |