Report_Id: 232315 Est NO 0004 |
Date:08/12/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 232315 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
District Office | SOMERSET (08360) Foster, Mark A. | ||||||
Contractor | MAGO CONSTRUCTION COMPANY LLC | ADDR SN 0 VC Code KY0028714 | |||||
PO BOX 669 | |||||||
BARDSTOWN , KY , 40004 | |||||||
Pay Period | 07/01/2024 TO 07/12/2024 | ||||||
Date Approved | 07/21/2024 | ||||||
Primary Proj Number | MP11600902301 | ||||||
Project No. | FD04 116 0090 001-005 | ||||||
Primary County | WAYNE | ||||||
Name of Road | MONTICELLO - ALBANY ROAD (KY 90) | ||||||
Description | FROM EAST END OF OTTER CREEK BRIDGE EXTENDING EAST TO 1,775 FEET WEST OF KY 858 | ||||||
Date Let | 08/24/2023 | Formal Acceptance | |||||
Date Awarded | 09/01/2023 | Date Work Began | 05/07/2024 | ||||
Date Contract Executed | 09/19/2023 | Open To Traffic | |||||
Date NTP Issued | 09/19/2023 | Actual Completion Date | |||||
Current Contract Amount | $2,223,884.25 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $2,223,884.25 |
Total Earnings | $1,890,109.25 |
$1,674,281.67 |
$215,827.58 |
|
Percent Complete | 84.99 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $333,775.00 |
Gross Earnings | $1,890,109.25 |
$1,674,281.67 |
$215,827.58 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $1,890,109.25 |
$1,674,281.67 |
$215,827.58 |
|||
Contract Id | 232315 | Change Order Summary |
County | WAYNE | ||||||
Estimate Nbr | 0004 | Project Number | FD04 116 0090 001-005 | |||||||
Contractor | MAGO CONSTRUCTION COMPANY LLC | Period | 07/01/2024 TO 07/12/2024 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Liquidated Damage OVERRIDE | Approved | 07/30/2024 | $0.00 | 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 | 232315 | COMMONWEALTH OF KENTUCKY |
County | WAYNE | ||||||
Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | MP11600902301 | ||||||
Estimate Nbr | 0004 | Period | 07/01/2024 TO 07/12/2024 | |||||||
Contractor | MAGO CONSTRUCTION COMPANY LLC | |||||||||
Project | MP11600902301 | Fed/State Project Number | FD04 116 0090 001-005 | 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 | MP11600902301 | Fed/State Project Number | FD04 116 0090 001-005 | Category | 0001 ROADWAY | |||||||
0005 | CRUSHED STONE BASE | 00003 | TON | 5,400.00 | 5,400.000 | 5,935.830 | 5,935.830 | 40.00 | 237,433.20 | |||
0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 35.00 | 35.000 | 26.970 | 0.000 | 26.970 | 300.00 | 8,091.00 | 8,091.00 | |
0015 | ASPHALT SEAL COAT | 00103 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 305.00 | 305.000 | 483.390 | 483.390 | 100.00 | 48,339.00 | |||
0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 5,400.00 | 5,400.000 | 4,812.560 | 4,812.560 | 96.00 | 462,005.76 | |||
0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 2,175.00 | 2,175.000 | 2,038.900 | 2,038.900 | 100.00 | 203,890.00 | |||
0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 40.00 | 40.000 | 20.340 | 20.340 | 1.00 | 20.34 | |||
0040 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 3,715.00 | 3,715.000 | 3,589.810 | 3,589.810 | 116.00 | 416,417.96 | |||
0045 | CULVERT PIPE-18 IN | 00462 | LF | 300.00 | 300.000 | 320.000 | 320.000 | 130.00 | 41,600.00 | |||
0050 | METAL END SECTION TY 1-18 IN | 01371 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
0055 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 47.00 | 47.000 | 45.000 | 0.000 | 45.000 | 14.01 | 630.45 | 630.45 | |
0060 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,450.00 | 3,450.000 | 3,440.625 | 0.000 | 3,440.625 | 34.23 | 117,772.59 | 117,772.59 | |
0065 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 8.00 | 8.000 | 8.000 | 0.000 | 8.000 | 80.41 | 643.28 | 643.28 | |
0070 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 3.00 | 3.000 | 3.000 | 0.000 | 3.000 | 1,733.76 | 5,201.28 | 5,201.28 | |
0075 | REMOVE GUARDRAIL | 02381 | LF | 3,350.00 | 3,350.000 | 3,200.000 | 3,200.000 | 2.86 | 9,152.00 | |||
0080 | CHANNEL LINING CLASS II | 02483 | TON | 45.00 | 45.000 | 27.410 | 27.410 | 95.00 | 2,603.95 | |||
0085 | TEMPORARY SIGNS | 02562 | SQFT | 390.00 | 390.000 | 344.000 | 344.000 | 0.01 | 3.44 | |||
0090 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 33,000.00 | 24,750.00 | |||
0095 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
0100 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,800.00 | 4,800.00 | |||
0105 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 65.00 | 65.000 | 31.580 | 31.580 | 15.00 | 473.70 | |||
0110 | SHOULDER RUMBLE STRIPS | 02696 | LF | 28,460.00 | 28,460.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
0115 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
0120 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 289.25 | 289.250 | 0.000 | 0.000 | 43.35 | 0.00 | |||
0125 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 48.25 | 48.250 | 0.000 | 0.000 | 44.87 | 0.00 | |||
0130 | STEEL POST TYPE 1 | 06410 | LF | 564.00 | 564.000 | 0.000 | 0.000 | 30.59 | 0.00 | |||
0135 | TRENCHING | 06427 | LF | 29,000.00 | 29,000.000 | 5,000.000 | 21,290.000 | 26,290.000 | 9.00 | 45,000.00 | 236,610.00 | |
0140 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 40,000.00 | 40,000.000 | 42,781.000 | 42,781.000 | 0.22 | 9,411.82 | |||
0145 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
0150 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 33,000.00 | 33,000.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
0155 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 23,000.00 | 23,000.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
0160 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 83.00 | 83.000 | 83.000 | 0.000 | 83.000 | 12.00 | 996.00 | 996.00 | |
0165 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 14.00 | 14.000 | 14.000 | 0.000 | 14.000 | 125.00 | 1,750.00 | 1,750.00 | |
0170 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 3.00 | 3.000 | 3.000 | 0.000 | 3.000 | 300.00 | 900.00 | 900.00 | |
0175 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 220.00 | 220.000 | 220.000 | 220.000 | 17.50 | 3,850.00 | |||
0180 | FUEL ADJUSTMENT | 10020NS | DOLL | 17,994.00 | 17,994.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0185 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 45,195.00 | 45,195.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0190 | JOINT ADHESIVE | 20071EC | LF | 22,600.00 | 22,600.000 | 19,014.000 | 19,014.000 | 0.75 | 14,260.50 | |||
0195 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 10,000.00 | 10,000.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
0200 | SHOULDER FAILURE REPAIR | 23593EC | SQYD | 200.00 | 200.000 | 12.000 | 12.000 | 105.00 | 1,260.00 | |||
0205 | BARCODE SIGN INVENTORY | 24631EC | EACH | 63.00 | 63.000 | 0.000 | 0.000 | 40.90 | 0.00 | |||
0210 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 5,370.19 | 10,740.38 | 10,740.38 | |
0220 | EXTRA LENGTH GUARDRAIL POST (ADDED 8-23-2023) | 02399 | EACH | 585.00 | 585.000 | 556.000 | 0.000 | 556.000 | 43.35 | 24,102.60 | 24,102.60 | |
8000 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
Project | MP11600902301 | Fed/State Project Number | FD04 116 0090 001-005 | Category | 0002 DEMOBILIZATION | |||||||
0215 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 31,931.46 | 0.00 | |||
SUBTOT | $215,827.58 |
$1,890,109.25 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |