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Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:05/14/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091065 | Estimate Number | 0008 | Estimate Type FINAL | |||
| District Office | LOUISVILLE (05300) Bailey, Kevin J. | ||||||
| Contractor | COMMERCIAL PAVERS INC | ADDR SN 0 VC Code VC0000090696 | |||||
| 1801 PAYNE ST | |||||||
| LOUISVILLE , KY , 40206 | |||||||
| Pay Period | 05/20/2011 TO 04/16/2013 | ||||||
| Date Approved | 04/30/2013 | ||||||
| Primary Proj Number | DE056026409R2 | ||||||
| Project No. | ARRA 264-1 (166) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | WATTERSON EXPRESSWAY (I-264) | ||||||
| Description | MILL 1 INCH THIN OVERLAY ON I-264 EB AND WB RAMPS TO I-71 | ||||||
| Date Let | 12/11/2009 | Formal Acceptance | 10/18/2010 | ||||
| Date Awarded | 12/18/2009 | Date Work Began | 05/03/2010 | ||||
| Date Contract Executed | 01/12/2010 | Open To Traffic | 10/18/2010 | ||||
| Date NTP Issued | 01/12/2010 | Actual Completion Date | 10/18/2010 | ||||
| Current Contract Amount | $512,213.85 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $262,238.50 |
Total Earnings | $502,849.53 |
$483,710.50 |
$19,139.03 |
|
| Percent Complete | 98.17 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $9,364.32 |
Gross Earnings | $502,849.53 |
$483,710.50 |
$19,139.03 |
|
| Total Change Orders | $249,975.35 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $502,849.53 |
$483,710.50 |
$19,139.03 |
|||
| Contract Id | 091065 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0008 | Project Number | ARRA 264-1 (166) | |||||||
| Contractor | COMMERCIAL PAVERS INC | Period | 05/20/2011 TO 04/16/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Add Project length and Ramps | Approved | 01/19/2011 | $249,975.35 | 152.0 | |||||
| 002 | Lot Pay Adjustment Override | Approved | 01/26/2012 | $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 | 091065 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE056026409R2 | |||||||
| Estimate Nbr | 0008 | Period | 05/20/2011 TO 04/16/2013 | |||||||
| Contractor | COMMERCIAL PAVERS INC | |||||||||
| Project | DE056026409R2 | Fed/State Project Number | ARRA 264-1 (166) | 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 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 952.00 | 952.000 | 1,420.180 | 1,420.180 | 20.00 | 28,403.60 | |||
| 0020 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 1,190.00 | 1,190.000 | 1,498.590 | 1,498.590 | 75.00 | 112,394.25 | |||
| 0030 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 5,920.00 | 5,920.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0040 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 300.00 | 300.000 | 300.000 | 300.000 | 30.00 | 9,000.00 | |||
| 0050 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,800.00 | 5,600.00 | |||
| 0060 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0070 | EMBANKMENT IN PLACE | 02230 | CUYD | 15.00 | 15.000 | 15.000 | 0.000 | 15.000 | 200.00 | 3,000.00 | 3,000.00 | |
| 0080 | REMOVE GUARDRAIL | 02381 | LF | 400.00 | 400.000 | 350.000 | 350.000 | 3.00 | 1,050.00 | |||
| 0090 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 74.00 | 194.000 | 206.000 | 206.000 | 45.00 | 9,270.00 | |||
| 0100 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 74.00 | 194.000 | 140.000 | 66.000 | 206.000 | 27.50 | 3,850.00 | 5,665.00 | |
| 0110 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 13,050.00 | 43,050.000 | 1,484.000 | 36,757.000 | 38,241.000 | 0.25 | 371.00 | 9,560.25 | |
| 0120 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 1,000.00 | 3,500.000 | 100.000 | 742.000 | 842.000 | 0.50 | 50.00 | 421.00 | |
| 0130 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 50.00 | 500.00 | |||
| 0140 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 50.00 | 500.00 | |||
| 0150 | SIGNS | 02562 | SQFT | 2,000.00 | 2,000.000 | 632.500 | 632.500 | 3.00 | 1,897.50 | |||
| 0160 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 0170 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 8.00 | 15.000 | 8.000 | 7.000 | 15.000 | 500.00 | 4,000.00 | 7,500.00 | |
| 0180 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 26,100.00 | 52,100.000 | -1,684.000 | 22,265.000 | 20,581.000 | 0.23 | -387.32 | 4,733.63 | |
| 0185 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0190 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0200 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0210 | ARROW PANEL | 02775 | EACH | 4.00 | 7.000 | 3.000 | 4.000 | 7.000 | 250.00 | 750.00 | 1,750.00 | |
| 0220 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0230 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 4,000.00 | 4,000.00 | 4,000.00 | |
| 0240 | JOINT SEALING | 08540 | LF | 76.00 | 76.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 8000 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -374.648 | 0.000 | -374.648 | 1.00 | -374.64 | -374.64 | |
| 8001 | CL4 ASPH SURF 0.38A PG76-22 ADDITIONAL PAVING | 00342 | TON | 0.00 | 1,811.710 | 1,811.710 | 1,811.710 | 85.00 | 153,995.35 | |||
| 8002 | ASPHALT PAVE MILLING & TEXTURING ADDITIONAL PAVING | 02677 | TON | 0.00 | 1,832.500 | 1,826.230 | 1,826.230 | 20.00 | 36,524.60 | |||
| 8003 | MAINTAIN & CONTROL TRAFFIC ADDITIONAL PAVING | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 8004 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 0.00 | 100.000 | 68.000 | 68.000 | 10.50 | 714.00 | |||
| 8005 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 0.00 | 200.000 | 91.000 | 91.000 | 3.00 | 273.00 | |||
| Project | DE056026409R2 | Fed/State Project Number | ARRA 264-1 (166) | Category | 0002 TRAFFIC LOOPS | |||||||
| 0250 | CONDUIT-1 1/4 IN | 04793 | LF | 58.00 | 58.000 | 124.000 | 124.000 | 12.00 | 1,488.00 | |||
| 0260 | CONDUIT-2 IN | 04795 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0270 | TRENCHING AND BACKFILLING | 04820 | LF | 68.00 | 68.000 | 80.000 | 80.000 | 12.00 | 960.00 | |||
| 0280 | PIEZOELECTRIC SENSOR | 04829 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 600.00 | 4,800.00 | |||
| 0290 | LOOP WIRE | 04830 | LF | 1,336.00 | 1,336.000 | 1,404.000 | 1,404.000 | 1.00 | 1,404.00 | |||
| 0300 | LOOP SAW SLOT AND FILL | 04895 | LF | 434.00 | 434.000 | 474.000 | 474.000 | 10.00 | 4,740.00 | |||
| 0310 | GALVANIZED STEEL CABINET 20" X 20" | 20359NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,650.00 | 3,300.00 | |||
| 0320 | WOOD POST 4" X 4" | 20360ES818 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 375.00 | 1,500.00 | |||
| 0330 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,700.00 | 3,400.00 | |||
| Project | DE056026409R2 | Fed/State Project Number | ARRA 264-1 (166) | Category | 0003 DEMOBILIZATION | |||||||
| 0340 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 3,880.00 | 3,880.00 | 3,880.00 | |
| SUBTOT | $19,139.03 |
$502,849.53 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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