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Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:06/11/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 112166 | Estimate Number | 0004 | Estimate Type FINAL | |||
| District Office | COVINGTON (06300) Franxman, Robert E. P.E. | ||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | ADDR SN 1 VC Code VC0000019236 | |||||
| AND SUBSIDIARY | |||||||
| 1075 EATON DR | |||||||
| COVINGTON , KY , 41017-9655 | |||||||
| Pay Period | 07/28/2012 TO 05/01/2013 | ||||||
| Date Approved | 06/11/2013 | ||||||
| Primary Proj Number | MP05903711101 | ||||||
| Project No. | FD05 059 0371 000-002 | ||||||
| Primary County | KENTON | ||||||
| Name of Road | ORPHANAGE ROAD (KY 371) | ||||||
| Description | FROM KY 17 (MADISON PIKE) EXTENDING NORTH TO US 25 (DIXIE HIGHWAY) | ||||||
| Date Let | 03/18/2011 | Formal Acceptance | 07/14/2011 | ||||
| Date Awarded | 03/28/2011 | Date Work Began | 05/26/2011 | ||||
| Date Contract Executed | 04/14/2011 | Open To Traffic | 07/14/2011 | ||||
| Date NTP Issued | 04/14/2011 | Actual Completion Date | 07/14/2011 | ||||
| Current Contract Amount | $246,419.64 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $247,420.20 |
Total Earnings | $234,047.51 |
$230,337.35 |
$3,710.16 |
|
| Percent Complete | 94.98 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $12,372.13 |
Gross Earnings | $234,047.51 |
$230,337.35 |
$3,710.16 |
|
| Total Change Orders | $-1,000.56 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $234,047.51 |
$230,337.35 |
$3,710.16 |
|||
| Contract Id | 112166 | Change Order Summary |
County | KENTON | ||||||
| Estimate Nbr | 0004 | Project Number | FD05 059 0371 000-002 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | Period | 07/28/2012 TO 05/01/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Liquidated Damages Override | Approved | 06/16/2011 | $0.00 | 0.0 | |||||
| 002 | Electrical Conduit (Green Extension Loops) | Approved | 03/08/2012 | $-1,000.56 | 15.0 | |||||
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 | 112166 | COMMONWEALTH OF KENTUCKY |
County | KENTON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | MP05903711101 | |||||||
| Estimate Nbr | 0004 | Period | 07/28/2012 TO 05/01/2013 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | |||||||||
| Project | MP05903711101 | Fed/State Project Number | FD05 059 0371 000-002 | 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 | |
| 0030 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 2,950.00 | 2,840.000 | 2,832.310 | 2,832.310 | 53.00 | 150,112.43 | |||
| 0040 | SIGNS | 02562 | SQFT | 500.00 | 100.000 | 80.000 | 80.000 | 4.00 | 320.00 | |||
| 0050 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,070.00 | 5,070.00 | |||
| 0060 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0065 | DGA BASE | 00001 | TON | 360.00 | 360.000 | 336.260 | 336.260 | 20.00 | 6,725.20 | |||
| 0070 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 2,250.00 | 2,060.000 | 2,050.550 | 2,050.550 | 8.30 | 17,019.56 | |||
| 0080 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 60.00 | 60.000 | 46.050 | 46.050 | 80.00 | 3,684.00 | |||
| 0090 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 0100 | LOOP WIRE | 04830 | LF | 3,765.00 | 3,765.000 | 3,320.000 | 3,320.000 | 0.28 | 929.60 | |||
| 0110 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,450.00 | 1,450.000 | 1,216.000 | 1,216.000 | 8.70 | 10,579.20 | |||
| 0120 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 50,000.00 | 50,000.000 | 16,146.000 | 16,146.000 | 0.01 | 161.46 | |||
| 0130 | LEVELING & WEDGING PG64-22 | 00190 | TON | 130.00 | 130.000 | 131.310 | 131.310 | 53.00 | 6,959.43 | |||
| 0135 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 42,000.00 | 42,000.000 | 40,803.000 | 40,803.000 | 0.12 | 4,896.36 | |||
| 0140 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 450.00 | 450.000 | 470.000 | 470.000 | 2.00 | 940.00 | |||
| 0150 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 224.00 | 224.000 | 244.000 | 244.000 | 4.00 | 976.00 | |||
| 0160 | PAVE MARKING-DOTTED LANE EXTEN 6 INCH THERMOPLASTIC | 06572 | LF | 80.00 | 80.000 | 21.000 | 21.000 | 2.00 | 42.00 | |||
| 0170 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 100.00 | 500.00 | |||
| 0175 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 26.00 | 26.000 | 24.000 | 24.000 | 100.00 | 2,400.00 | |||
| 0180 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 50.00 | 50.000 | 56.000 | 56.000 | 32.00 | 1,792.00 | |||
| 0190 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 50.00 | 50.000 | 64.000 | 64.000 | 32.00 | 2,048.00 | |||
| 0200 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 100.00 | 100.000 | 120.000 | 120.000 | 8.00 | 960.00 | |||
| 0210 | FUEL ADJUSTMENT | 10020NS | DOLL | 4,200.00 | 4,200.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0220 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 7,400.00 | 7,400.000 | 0.160 | 4,655.660 | 4,655.820 | 1.00 | 0.16 | 4,655.82 | |
| 0230 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 48.00 | 48.000 | 48.000 | 48.000 | 45.00 | 2,160.00 | |||
| 8000 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | -1,200.000 | -1,200.000 | 1.00 | -1,200.00 | |||
| 8001 | ELECTRICAL CONDUIT Green Extension Loops | 08269 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 8,006.44 | 8,006.44 | |||
| Project | MP05903711101 | Fed/State Project Number | FD05 059 0371 000-002 | Category | 0002 DEMOBILIZATION | |||||||
| 0240 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 3,710.00 | 3,710.00 | 3,710.00 | |
| SUBTOT | $3,710.16 |
$234,047.50 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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