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Report_Id: 202091 Est NO 0002 |
Date:06/28/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 202091 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04360) Filiatreau, Chad J. | ||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC | ADDR SN 0 VC Code KY0028406 | |||||
| EXCAVATING INC | |||||||
| PO BOX 6787 | |||||||
| NEW ALBANY , IN , 47151-6787 | |||||||
| Pay Period | 05/22/2021 TO 06/04/2021 | ||||||
| Date Approved | 06/11/2021 | ||||||
| Primary Proj Number | MP11505552001 | ||||||
| Project No. | NHPP 0551(050) | ||||||
| Primary County | WASHINGTON | ||||||
| Name of Road | TRIPLE 5 HIGHWAY (KY 555) | ||||||
| Description | BEGINNING AT US 150X EXTENDING NORTH TO THE SOUTH END OF THE LONG LICK CREEK BRIDGE. | ||||||
| Date Let | 09/25/2020 | Formal Acceptance | |||||
| Date Awarded | 10/05/2020 | Date Work Began | 05/17/2021 | ||||
| Date Contract Executed | 10/20/2020 | Open To Traffic | |||||
| Date NTP Issued | 10/20/2020 | Actual Completion Date | |||||
| Current Contract Amount | $1,671,525.75 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,665,000.00 |
Total Earnings | $677,573.49 |
$312,536.38 |
$365,037.11 |
|
| Percent Complete | 40.54 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $993,952.26 |
Gross Earnings | $677,573.49 |
$312,536.38 |
$365,037.11 |
|
| Total Change Orders | $6,525.75 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $677,573.49 |
$312,536.38 |
$365,037.11 |
|||
| Contract Id | 202091 | Change Order Summary |
County | WASHINGTON | ||||||
| Estimate Nbr | 0002 | Project Number | NHPP 0551(050) | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC | Period | 05/22/2021 TO 06/04/2021 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Guardrail | Approved | 06/09/2021 | $6,525.75 | 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 | 202091 | COMMONWEALTH OF KENTUCKY |
County | WASHINGTON | ||||||
| Contract Type | ASRS ASPHALT RESURFACING | TRANSPORTATION CABINET |
Primary Project Number | MP11505552001 | ||||||
| Estimate Nbr | 0002 | Period | 05/22/2021 TO 06/04/2021 | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC | |||||||||
| Project | MP11505552001 | Fed/State Project Number | NHPP 0551(050) | 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 | MP11505552001 | Fed/State Project Number | NHPP 0551(050) | Category | 0001 PAVING | |||||||
| 0005 | LEVELING & WEDGING PG64-22 | 00190 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 0010 | ASPHALT SCRATCH COURSE PG64-22 | 00191 | TON | 3,220.00 | 3,220.000 | 3,407.640 | 3,407.640 | 71.00 | 241,942.44 | |||
| 0015 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 14,195.00 | 14,195.000 | 5,005.450 | 0.000 | 5,005.450 | 69.00 | 345,376.05 | 345,376.05 | |
| 0020 | TEMPORARY SIGNS | 02562 | SQFT | 350.00 | 350.000 | 324.000 | 0.000 | 324.000 | 6.00 | 1,944.00 | 1,944.00 | |
| 0025 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 58,745.03 | 11,749.00 | |||
| 0030 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0035 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 130.00 | 130.000 | 95.080 | 95.080 | 96.00 | 9,127.68 | |||
| 0040 | SHOULDER RUMBLE STRIPS | 02696 | LF | 85,000.00 | 85,000.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0045 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 75,000.00 | 75,000.000 | 21,400.000 | 142,180.000 | 163,580.000 | 0.20 | 4,280.00 | 32,716.00 | |
| 0050 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 93,400.00 | 93,400.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0055 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 64,200.00 | 64,200.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0060 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 240.00 | 240.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0065 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0070 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0075 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0080 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0085 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 500.00 | 500.000 | 310.000 | 0.000 | 310.000 | 5.00 | 1,550.00 | 1,550.00 | |
| 0090 | FUEL ADJUSTMENT | 10020NS | DOLL | 22,765.00 | 22,765.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0095 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 57,180.00 | 57,180.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0100 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 42,300.00 | 42,300.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0105 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 57.00 | 57.000 | 16.880 | 28.800 | 45.680 | 704.21 | 11,887.06 | 32,168.31 | |
| Project | MP11505552001 | Fed/State Project Number | NHPP 0551(050) | Category | 0002 DEMOBILIZATION | |||||||
| 0110 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 27,000.00 | 0.00 | |||
| Project | MP11505552001 | Fed/State Project Number | NHPP 0551(050) | Category | 0003 GUARDRAIL | |||||||
| 0115 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0120 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 187.50 | 187.500 | 0.000 | 0.000 | 27.56 | 0.00 | |||
| 0125 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,050.00 | 0.00 | |||
| 0130 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0135 | REMOVE GUARDRAIL | 02381 | LF | 187.50 | 187.500 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0140 | REMOVE & RESET GUARDRAIL | 02383 | LF | 75.00 | 75.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0145 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 8000 | GUARDRAIL-BRIDGE CASE I | 08805 | LF | 0.00 | 25.000 | 0.000 | 0.000 | 141.75 | 0.00 | |||
| 8001 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 0.00 | 50.000 | 0.000 | 0.000 | 59.64 | 0.00 | |||
| SUBTOT | $365,037.11 |
$677,573.48 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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