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Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 082169 | Estimate Number | 0012 | Estimate Type FINAL | |||
| District Office | LOUISVILLE (05340) Bailey, Kevin J. | ||||||
| Contractor | COMMERCIAL PAVERS INC | ADDR SN 0 VC Code VC0000090696 | |||||
| 1801 PAYNE ST | |||||||
| LOUISVILLE , KY , 40206 | |||||||
| Pay Period | 12/02/2011 TO 03/14/2012 | ||||||
| Date Approved | 05/29/2012 | ||||||
| Primary Proj Number | MP05600600801 | ||||||
| Project No. | FD05 056 0060 007-014 | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | SHELBYVILLE ROAD (US 60) | ||||||
| Description | BEGINNING AT KY 1747 ENDING AT FLOYD'S FORK BRIDGE | ||||||
| Date Let | 04/18/2008 | Formal Acceptance | 08/31/2009 | ||||
| Date Awarded | 04/29/2008 | Date Work Began | 05/28/2008 | ||||
| Date Contract Executed | 05/21/2008 | Open To Traffic | 08/12/2009 | ||||
| Date NTP Issued | 05/21/2008 | Actual Completion Date | 08/12/2009 | ||||
| Current Contract Amount | $1,681,029.72 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,473,716.68 |
Total Earnings | $1,660,850.91 |
$1,644,836.93 |
$16,013.98 |
|
| Percent Complete | 98.80 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $20,178.81 |
Gross Earnings | $1,660,850.91 |
$1,644,836.93 |
$16,013.98 |
|
| Total Change Orders | $207,313.04 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,660,850.91 |
$1,644,836.93 |
$16,013.98 |
|||
| Contract Id | 082169 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0012 | Project Number | FD05 056 0060 007-014 | |||||||
| Contractor | COMMERCIAL PAVERS INC | Period | 12/02/2011 TO 03/14/2012 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | ADA Compliance/Project Phase Addition | Approved | 08/04/2008 | $93,932.20 | 0.0 | |||||
| 002 | Base Failure Repair | Approved | 10/15/2008 | $78,380.84 | 6.0 | |||||
| 003 | Asphalt Adjustment | Approved | 01/20/2012 | $35,000.00 | 0.0 | |||||
| 004 | Time Extension left off CO #1 | Approved | 03/08/2012 | $0.00 | 339.0 | |||||
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 | 082169 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | MP05600600801 | |||||||
| Estimate Nbr | 0012 | Period | 12/02/2011 TO 03/14/2012 | |||||||
| Contractor | COMMERCIAL PAVERS INC | |||||||||
| Project | MP05600600801 | Fed/State Project Number | FD05 056 0060 007-014 | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,815.00 | 1,815.000 | 115.410 | 115.410 | 49.50 | 5,712.79 | |||
| 0020 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,385.00 | 1,385.000 | 761.430 | 761.430 | 51.50 | 39,213.64 | |||
| 0030 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 15,085.00 | 15,085.000 | 17,401.150 | 17,401.150 | 60.00 | 1,044,069.00 | |||
| 0050 | SIGNS | 02562 | SQFT | 1,250.00 | 1,650.000 | -4.000 | 1,492.000 | 1,488.000 | 3.00 | -12.00 | 4,464.00 | |
| 0060 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.150 | 0.850 | 1.000 | 21,000.00 | 3,150.00 | 21,000.00 | |
| 0070 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 750.00 | 3,000.00 | |||
| 0080 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0090 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 16,470.00 | 16,470.000 | 17,150.690 | 17,150.690 | 6.25 | 107,191.81 | |||
| 0100 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 200.00 | 800.00 | |||
| 0110 | CONDUIT-1 1/4 IN | 04793 | LF | 30.00 | 30.000 | 56.000 | 56.000 | 5.00 | 280.00 | |||
| 0120 | TRENCHING AND BACKFILLING | 04820 | LF | 321.00 | 321.000 | 40.000 | 40.000 | 10.00 | 400.00 | |||
| 0130 | LOOP WIRE | 04830 | LF | 14,439.00 | 14,439.000 | 14,655.600 | 14,655.600 | 1.00 | 14,655.60 | |||
| 0140 | LOOP SAW SLOT AND FILL | 04895 | LF | 6,267.00 | 6,267.000 | 5,321.800 | 5,321.800 | 10.00 | 53,218.00 | |||
| 0150 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 112,678.00 | 112,678.000 | 217,540.000 | 217,540.000 | 0.12 | 26,104.80 | |||
| 0160 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 112,678.00 | 112,678.000 | 142,315.000 | 142,315.000 | 0.16 | 22,770.40 | |||
| 0170 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 3,726.00 | 3,726.000 | 5,772.000 | 5,772.000 | 2.49 | 14,372.28 | |||
| 0180 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 1,140.00 | 1,140.000 | 1,939.000 | 1,939.000 | 7.24 | 14,038.36 | |||
| 0190 | PAVE MARKING-PREF THERM CURV ARROW | 06574 | EACH | 74.00 | 74.000 | 131.000 | 131.000 | 98.00 | 12,838.00 | |||
| 0200 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 1,092.00 | 1,092.000 | 1,129.000 | 1,129.000 | 18.50 | 20,886.50 | |||
| 0210 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 2,334.00 | 2,334.000 | 1,869.000 | 1,869.000 | 4.00 | 7,476.00 | |||
| 0220 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 32,940.00 | 32,940.000 | -6,918.500 | -15,000.000 | -21,918.500 | 1.00 | -6,918.50 | -21,918.50 | |
| 0230 | FUEL ADJUSTMENT | 10020NS | DOLL | 17,674.00 | 17,674.000 | -16,622.130 | 7,421.000 | -9,201.130 | 1.00 | -16,622.13 | -9,201.13 | |
| 0240 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 36,705.00 | 71,705.000 | 2,417.750 | 91,101.380 | 93,519.130 | 1.00 | 2,417.75 | 93,519.13 | |
| 0250 | JUNCTION BOX-10 X 8 X 4 | 20468EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
| 8000 | EW~ PROJECT PHASING | 10090NX | LS | 0.00 | 1.000 | 0.275 | 0.725 | 1.000 | 31,632.20 | 8,698.85 | 31,632.20 | |
| 8001 | SIDEWALK RAMP TYPE 1 | 03287 | EACH | 0.00 | 6.000 | 10.000 | 10.000 | 1,000.00 | 10,000.00 | |||
| 8002 | SIDEWALK RAMP TYPE 2 | 03288 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 8003 | SIDEWALK RAMP TYPE 3 | 03289 | EACH | 0.00 | 6.000 | 3.000 | 3.000 | 2,500.00 | 7,500.00 | |||
| 8004 | SIDEWALK-2 IN CONC FILLED GRID | 08406 | SQFT | 0.00 | 590.000 | 80.000 | 510.000 | 590.000 | 60.00 | 4,800.00 | 35,400.00 | |
| 8005 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 0.00 | 1,400.000 | 300.000 | 300.000 | 1.67 | 501.00 | |||
| 8006 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 0.00 | 100.000 | 68.000 | 68.000 | 3.62 | 246.16 | |||
| 8007 | BASE FAILURE REPAIR SHOULDER | 03240 | SQYD | 0.00 | 2,057.780 | 2,057.780 | 2,057.780 | 38.09 | 78,380.84 | |||
| Project | MP05600600801 | Fed/State Project Number | FD05 056 0060 007-014 | Category | 0002 DEMOBLIZATION | |||||||
| 0260 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 20,500.00 | 20,500.00 | 20,500.00 | |
| SUBTOT | $16,013.97 |
$1,660,850.89 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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