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Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:09/17/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 082951 | Estimate Number | 0006 | Estimate Type FINAL | |||
| District Office | COVINGTON (06300) Franxman, Robert E. P.E. | ||||||
| Contractor | PRUS CONSTRUCTION COMPANY | ADDR SN 0 VC Code VC0000018729 | |||||
| 5325 WOODSTER RD | |||||||
| CINCINNATI , OH , 45226 | |||||||
| Pay Period | 04/24/2010 TO 07/22/2014 | ||||||
| Date Approved | 09/16/2014 | ||||||
| Primary Proj Number | MB05900170801 | ||||||
| Project No. | FE02 059 0017 B00067 | ||||||
| Primary County | KENTON | ||||||
| Name of Road | COVINGTON-INDEPENDENCE ROAD (KY 17) | ||||||
| Description | BRIDGE OVER BANKLICK CREEK AND CSX RR (MP 17.67) | ||||||
| Date Let | 11/21/2008 | Formal Acceptance | 08/11/2009 | ||||
| Date Awarded | 12/02/2008 | Date Work Began | 05/04/2009 | ||||
| Date Contract Executed | 02/06/2009 | Open To Traffic | 06/17/2009 | ||||
| Date NTP Issued | 02/06/2009 | Actual Completion Date | 06/17/2009 | ||||
| Current Contract Amount | $641,569.15 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $617,619.15 |
Total Earnings | $622,736.64 |
$592,788.24 |
$29,948.40 |
|
| Percent Complete | 97.06 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $18,832.51 |
Gross Earnings | $622,736.64 |
$592,788.24 |
$29,948.40 |
|
| Total Change Orders | $23,950.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $622,736.64 |
$592,788.24 |
$29,948.40 |
|||
| Contract Id | 082951 | Change Order Summary |
County | KENTON | ||||||
| Estimate Nbr | 0006 | Project Number | FE02 059 0017 B00067 | |||||||
| Contractor | PRUS CONSTRUCTION COMPANY | Period | 04/24/2010 TO 07/22/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Additional Joints and Funding Adjustment | Approved | 04/19/2010 | $23,950.00 | 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 | 082951 | COMMONWEALTH OF KENTUCKY |
County | KENTON | ||||||
| Contract No | E1, E2, E3, E5 | TRANSPORTATION CABINET |
Primary Project Number | MB05900170801 | ||||||
| Estimate Nbr | 0006 | Period | 04/24/2010 TO 07/22/2014 | |||||||
| Contractor | PRUS CONSTRUCTION COMPANY | |||||||||
| Project | MB05900170801 | Fed/State Project Number | FE02 059 0017 B00067 | Category | 0001 BRIDGE | |||||||
| 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 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 2,121.00 | 2,121.000 | 1,956.000 | 1,956.000 | 11.35 | 22,200.60 | |||
| 0020 | BLAST CLEANING | 08549 | SQYD | 2,623.00 | 2,623.000 | 1,956.000 | 1,956.000 | 5.75 | 11,247.00 | |||
| 0030 | EPOXY SAND SLURRY | 08504 | SQYD | 705.00 | 395.000 | 279.440 | 279.440 | 35.00 | 9,780.40 | |||
| 0040 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 85.00 | 85.000 | 0.016 | 82.134 | 82.150 | 1,200.00 | 19.20 | 98,580.00 | |
| 0050 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 4.40 | 4.400 | 0.056 | 0.056 | 1,195.00 | 66.92 | |||
| 0060 | STEEL REINFORCEMENT | 08150 | LB | 534.00 | 534.000 | 534.000 | 534.000 | 1.35 | 720.90 | |||
| 0070 | EXPAN JOINT REPLACE 3 IN | 03297 | LF | 176.00 | 216.000 | 216.000 | 216.000 | 300.00 | 64,800.00 | |||
| 0080 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 88.00 | 88.000 | 88.000 | 88.000 | 75.00 | 6,600.00 | |||
| 0090 | PAVE STRIPING-TEMP REM TAPE-B 6" | 06549 | LF | 1,041.00 | 1,041.000 | 911.000 | 911.000 | 2.40 | 2,186.40 | |||
| 0100 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,821.00 | 2,821.000 | 2,601.000 | 2,601.000 | 1.25 | 3,251.25 | |||
| 0110 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,875.00 | 1,875.000 | 2,836.000 | 2,836.000 | 1.25 | 3,545.00 | |||
| 0120 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,237.00 | 1,237.000 | 1,780.000 | 1,780.000 | 0.75 | 1,335.00 | |||
| 0130 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 630.00 | 630.000 | 696.000 | 696.000 | 37.75 | 26,274.00 | |||
| 0140 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 630.00 | 630.000 | 696.000 | 696.000 | 4.70 | 3,271.20 | |||
| 0150 | SIGNS | 02562 | SQFT | 265.00 | 265.000 | 216.500 | 216.500 | 7.35 | 1,591.27 | |||
| 0160 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 840.00 | 840.00 | |||
| 0170 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,525.00 | 3,050.00 | |||
| 0180 | MAINTAIN & CONTROL TRAFFIC B00067R | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,825.00 | 6,825.00 | |||
| 0190 | INSTALL TEMP CRASH CUSHION | 02900 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,150.00 | 3,150.00 | |||
| 0200 | RELOCATE CRASH CUSHION | 02898 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 840.00 | 840.00 | |||
| 0210 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 800.00 | 800.000 | 651.300 | 651.300 | 14.30 | 9,313.59 | |||
| Project | MB05900170801 | Fed/State Project Number | FE02 059 0017 B00067 | Category | 0002 DEMOBILIZATION | |||||||
| 0300 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 15,000.00 | 15,000.00 | 15,000.00 | |
| Project | MB05900170801 | Fed/State Project Number | FE02 059 0017 B00067 | Category | 0003 BRIDGE | |||||||
| 0310 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 1,969.00 | 1,969.000 | 2,108.000 | 2,108.000 | 11.35 | 23,925.80 | |||
| 0320 | BLAST CLEANING | 08549 | SQYD | 2,623.00 | 2,623.000 | 2,094.000 | 2,094.000 | 5.75 | 12,040.50 | |||
| 0330 | EPOXY SAND SLURRY | 08504 | SQYD | 654.00 | 654.000 | 316.600 | 316.600 | 35.00 | 11,081.00 | |||
| 0340 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 79.00 | 88.000 | -0.059 | 104.189 | 104.130 | 1,200.00 | -70.80 | 124,956.00 | |
| 0350 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 4.10 | 4.100 | 0.027 | 0.027 | 1,195.00 | 32.26 | |||
| 0360 | STEEL REINFORCEMENT | 08150 | LB | 534.00 | 534.000 | 534.000 | 534.000 | 1.35 | 720.90 | |||
| 0370 | EXPAN JOINT REPLACE 3 IN | 03297 | LF | 176.00 | 216.000 | 216.000 | 216.000 | 300.00 | 64,800.00 | |||
| 0380 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 88.00 | 88.000 | 88.000 | 88.000 | 75.00 | 6,600.00 | |||
| 0390 | PAVE STRIPING-TEMP REM TAPE-B 6" | 06549 | LF | 1,317.00 | 1,317.000 | 1,212.000 | 1,212.000 | 2.40 | 2,908.80 | |||
| 0400 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,984.00 | 2,984.000 | 2,178.000 | 2,178.000 | 1.25 | 2,722.50 | |||
| 0410 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,577.00 | 2,577.000 | 2,285.000 | 2,285.000 | 1.25 | 2,856.25 | |||
| 0420 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,615.00 | 1,615.000 | 1,728.000 | 1,728.000 | 0.75 | 1,296.00 | |||
| 0430 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 792.00 | 792.000 | 780.000 | 780.000 | 37.75 | 29,445.00 | |||
| 0440 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 792.00 | 792.000 | 780.000 | 780.000 | 4.70 | 3,666.00 | |||
| 0450 | SIGNS | 02562 | SQFT | 265.00 | 265.000 | 216.500 | 216.500 | 7.35 | 1,591.27 | |||
| 0460 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 840.00 | 840.00 | |||
| 0470 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,525.00 | 3,050.00 | |||
| 0480 | MAINTAIN & CONTROL TRAFFIC B00067L | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,925.00 | 5,925.00 | |||
| 0490 | INSTALL TEMP CRASH CUSHION | 02900 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,150.00 | 3,150.00 | |||
| 0500 | RELOCATE CRASH CUSHION | 02898 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 840.00 | 840.00 | |||
| 0510 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 800.00 | 800.000 | 756.700 | 756.700 | 14.30 | 10,820.81 | |||
| Project | MB05900170801 | Fed/State Project Number | FE02 059 0017 B00067 | Category | 0004 DEMOBILIZATION | |||||||
| 0600 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 15,000.00 | 15,000.00 | 15,000.00 | |
| SUBTOT | $29,948.40 |
$622,736.63 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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