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Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 072260 | Estimate Number | 0009 | Estimate Type FINAL | |||
| District Office | LEXINGTON (07300) Mcgaha, Anthony T. | ||||||
| Contractor | LEXINGTON QUARRY COMPANY | ADDR SN 0 VC Code VC0000104527 | |||||
| 3009 ATKINSON AVE SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 04/22/2009 TO 03/15/2012 | ||||||
| Date Approved | 05/29/2012 | ||||||
| Primary Proj Number | MP03419740702 | ||||||
| Project No. | FD05 034 1974 007-009 | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | TATES CREEK ROAD (KY 1974) | ||||||
| Description | BEGINNING AT SHAGBARK LANE/DUVAL STREET EXTENDING NORTH TO ARMSTRONG MILL ROAD | ||||||
| Date Let | 05/25/2007 | Formal Acceptance | 08/22/2007 | ||||
| Date Awarded | 06/05/2007 | Date Work Began | 06/28/2007 | ||||
| Date Contract Executed | 06/19/2007 | Open To Traffic | 08/10/2007 | ||||
| Date NTP Issued | 06/19/2007 | Actual Completion Date | 08/10/2007 | ||||
| Current Contract Amount | $684,183.74 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $684,183.74 |
Total Earnings | $656,052.18 |
$653,524.41 |
$2,527.77 |
|
| Percent Complete | 96.58 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $23,369.30 |
Gross Earnings | $656,052.18 |
$653,524.41 |
$2,527.77 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $660,814.44 |
$658,286.67 |
$2,527.77 |
|||
| Contract Id | 072260 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0009 | Project Number | FD05 034 1974 007-009 | |||||||
| Contractor | LEXINGTON QUARRY COMPANY | Period | 04/22/2009 TO 03/15/2012 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 |
||
| MP03419740702 | 0040 | CL3 ASPH SURF 0.38A PG76-22 | RIDEABILITY | 0006 | 0.00 |
$0.00 |
$4,762.26 |
||
| Contract Id | 072260 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | MP03419740702 | |||||||
| Estimate Nbr | 0009 | Period | 04/22/2009 TO 03/15/2012 | |||||||
| Contractor | LEXINGTON QUARRY COMPANY | |||||||||
| Project | MP03419740702 | Fed/State Project Number | FD05 034 1974 007-009 | 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 | 350.00 | 350.000 | 967.490 | 967.490 | 58.80 | 56,888.41 | |||
| 0020 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 720.00 | 720.000 | 733.970 | 733.970 | 53.95 | 39,597.68 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 220.00 | 220.000 | 257.340 | 257.340 | 59.70 | 15,363.19 | |||
| 0040 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 4,090.00 | 4,090.000 | 4,225.980 | 4,225.980 | 70.25 | 296,875.09 | |||
| 0050 | SIGNS | 02562 | SQFT | 450.00 | 450.000 | 498.000 | 498.000 | 8.50 | 4,233.00 | |||
| 0060 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 23,250.00 | 23,250.00 | |||
| 0070 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0080 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 0090 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 4,090.00 | 4,090.000 | 3,232.530 | 3,232.530 | 25.00 | 80,813.25 | |||
| 0100 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0110 | CONDUIT-1 1/4 INCH | 04793 | LF | 302.00 | 302.000 | 26.000 | 26.000 | 4.60 | 119.60 | |||
| 0120 | JUNCTION BOX TYPE B | 04811 | EACH | 10.00 | 10.000 | 3.000 | 3.000 | 380.00 | 1,140.00 | |||
| 0130 | TRENCHING AND BACKFILLING | 04820 | LF | 301.00 | 301.000 | 22.000 | 22.000 | 6.75 | 148.50 | |||
| 0140 | LOOP WIRE | 04830 | LF | 13,225.00 | 13,225.000 | 8,786.000 | 8,786.000 | 0.67 | 5,886.62 | |||
| 0150 | CABLE-NO. 14/1 PAIR | 04850 | LF | 1,800.00 | 1,800.000 | 1,395.000 | 1,395.000 | 1.05 | 1,464.75 | |||
| 0160 | LOOP SAW SLOT AND FILL | 04895 | LF | 4,586.00 | 4,586.000 | 3,124.000 | 3,124.000 | 13.20 | 41,236.80 | |||
| 0170 | TRENCHING | 06427 | LF | 3,200.00 | 3,200.000 | 2,467.000 | 2,467.000 | 2.75 | 6,784.25 | |||
| 0180 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 45,000.00 | 45,000.000 | 45,200.000 | 45,200.000 | 0.20 | 9,040.00 | |||
| 0190 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 35,000.00 | 35,000.000 | 31,101.000 | 31,101.000 | 0.20 | 6,220.20 | |||
| 0200 | PAVE MARKING-THERMO X-WALK-6 INCH | 06565 | LF | 2,495.00 | 2,495.000 | 3,710.000 | 3,710.000 | 2.75 | 10,202.50 | |||
| 0210 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 685.00 | 685.000 | 608.000 | 608.000 | 6.60 | 4,012.80 | |||
| 0220 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 195.00 | 195.000 | 0.000 | 0.000 | 3.30 | 0.00 | |||
| 0230 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 49.00 | 49.000 | 56.000 | 56.000 | 77.00 | 4,312.00 | |||
| 0240 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 400.00 | 400.000 | 264.000 | 264.000 | 16.50 | 4,356.00 | |||
| 0250 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 350.00 | 350.000 | 241.000 | 241.000 | 16.50 | 3,976.50 | |||
| 0260 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 750.00 | 750.000 | 388.000 | 388.000 | 6.50 | 2,522.00 | |||
| 0270 | PAVE STRIPING-THERMO-4 INCH W | 06540 | LF | 100.00 | 100.000 | 984.000 | 984.000 | 1.65 | 1,623.60 | |||
| 0280 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0290 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 4,090.00 | 4,090.000 | 3,201.480 | 3,201.480 | 2.25 | 7,203.33 | |||
| 0300 | CONDUIT-2 INCH | 04795 | LF | 8.00 | 8.000 | 8.000 | 8.000 | 17.00 | 136.00 | |||
| 0310 | GALVANIZED STEEL CABINET | 20359EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,665.00 | 4,665.00 | |||
| 0320 | JUNCTION BOX TYPE A | 20391ES835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 545.00 | 545.00 | |||
| 0330 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 9,470.00 | 9,470.000 | 4,725.000 | 4,725.000 | 1.00 | 4,725.00 | |||
| 0340 | FUEL ADJUSTMENT | 10020NS | DOLL | 4,794.00 | 4,794.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0350 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 9,684.00 | 9,684.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0360 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| Project | MP03419740702 | Fed/State Project Number | FD05 034 1974 007-009 | Category | 0002 DEMOBILIZATION | |||||||
| 0370 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 10,111.09 | 2,527.77 | 10,111.09 | |
| SUBTOT | $2,527.77 |
$656,052.17 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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