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Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 072257 | Estimate Number | 0012 | Estimate Type FINAL | |||
| District Office | LEXINGTON (07300) Mcgaha, Anthony T. | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code VC0000106272 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 01/22/2009 TO 04/06/2012 | ||||||
| Date Approved | 05/29/2012 | ||||||
| Primary Proj Number | MP03400250704 | ||||||
| Project No. | FD04 034 0025 016-020 | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | GEORGETOWN ROAD (US 25) | ||||||
| Description | FROM CONCRETE JOINT JUST NORTH OF OAKWOOD DRIVE EXTENDING NORTH TO THE SECOND I-75 OVERPASS (B00008) | ||||||
| Date Let | 07/27/2007 | Formal Acceptance | 12/27/2007 | ||||
| Date Awarded | 08/09/2007 | Date Work Began | 09/08/2007 | ||||
| Date Contract Executed | 08/10/2007 | Open To Traffic | 12/18/2007 | ||||
| Date NTP Issued | 08/10/2007 | Actual Completion Date | 12/18/2007 | ||||
| Current Contract Amount | $1,261,024.50 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,261,024.50 |
Total Earnings | $1,193,853.85 |
$1,189,194.85 |
$4,659.00 |
|
| Percent Complete | 97.22 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $35,043.10 |
Gross Earnings | $1,193,853.85 |
$1,189,194.85 |
$4,659.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,225,981.40 |
$1,221,322.40 |
$4,659.00 |
|||
| Contract Id | 072257 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0012 | Project Number | FD04 034 0025 016-020 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 01/22/2009 TO 04/06/2012 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Install milled rumble strips | Approved | 08/27/2008 | $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 |
||
| MP03400250704 | 0060 | CL3 ASPH SURF 0.38A PG76-22 | RIDEABILITY | 0004 | 0.00 |
$0.00 |
$32,127.55 |
||
| Contract Id | 072257 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | MP03400250704 | |||||||
| Estimate Nbr | 0012 | Period | 01/22/2009 TO 04/06/2012 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | MP03400250704 | Fed/State Project Number | FD04 034 0025 016-020 | 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 | DGA BASE | 00001 | TON | 1,780.00 | 1,780.000 | 2,100.410 | 2,100.410 | 23.10 | 48,519.47 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 900.00 | 900.000 | 1,084.550 | 1,084.550 | 58.35 | 63,283.49 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,302.00 | 3,302.000 | 3,336.570 | 3,336.570 | 55.35 | 184,679.14 | |||
| 0040 | CL2 ASPH BIND 0.50D PG64-22 | 00272 | TON | 791.00 | 791.000 | 688.270 | 688.270 | 57.15 | 39,334.63 | |||
| 0050 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,625.00 | 1,625.000 | 1,560.150 | 1,560.150 | 59.55 | 92,906.93 | |||
| 0060 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 5,767.00 | 5,767.000 | 5,608.130 | 5,608.130 | 74.75 | 419,207.71 | |||
| 0070 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 5,767.00 | 5,767.000 | 4,334.340 | 4,334.340 | 1.55 | 6,718.22 | |||
| 0080 | ADJUST MANHOLE | 01792 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0090 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 350.00 | 1,400.00 | |||
| 0100 | ROADWAY EXCAVATION | 02200 | CUYD | 1,785.00 | 1,785.000 | 1,885.000 | 1,885.000 | 25.00 | 47,125.00 | |||
| 0110 | SIGNS | 02562 | SQFT | 400.00 | 400.000 | 372.000 | 372.000 | 8.50 | 3,162.00 | |||
| 0120 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 28,000.00 | 28,000.00 | |||
| 0130 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 20,000.00 | 40,000.00 | |||
| 0140 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0150 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 1,100.00 | 1,100.000 | 350.800 | 350.800 | 18.50 | 6,489.80 | |||
| 0160 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0170 | BASE FAILURE REPAIR SHOULDER | 03240 | SQYD | 30.00 | 30.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0180 | CONDUIT-1 1/4 INCH | 04793 | LF | 104.00 | 104.000 | 0.000 | 0.000 | 4.20 | 0.00 | |||
| 0190 | CONDUIT-1 1/4 INCH | 04793 | LF | 50.00 | 50.000 | 38.000 | 38.000 | 4.20 | 159.60 | |||
| 0200 | CONDUIT-2 INCH | 04795 | LF | 16.00 | 16.000 | 10.000 | 10.000 | 6.00 | 60.00 | |||
| 0210 | JUNCTION BOX TYPE B | 04811 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 635.00 | 1,270.00 | |||
| 0220 | TRENCHING AND BACKFILLING | 04820 | LF | 152.00 | 152.000 | 38.000 | 38.000 | 3.50 | 133.00 | |||
| 0230 | LOOP WIRE | 04830 | LF | 8,510.00 | 8,510.000 | 4,588.000 | 4,588.000 | 0.50 | 2,294.00 | |||
| 0240 | CABLE-NO. 14/1 PAIR | 04850 | LF | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0250 | LOOP SAW SLOT AND FILL | 04895 | LF | 2,604.00 | 2,604.000 | 1,696.000 | 1,696.000 | 11.00 | 18,656.00 | |||
| 0260 | TRENCHING | 06427 | LF | 4,640.00 | 4,640.000 | 5,335.000 | 5,335.000 | 10.00 | 53,350.00 | |||
| 0270 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 58,000.00 | 58,000.000 | 32,148.000 | 32,148.000 | 0.18 | 5,786.64 | |||
| 0280 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 88,000.00 | 88,000.000 | 55,520.000 | 55,520.000 | 0.18 | 9,993.60 | |||
| 0290 | PAVE STRIPING-THERMO-4 INCH W CAT TRAXX | 06540 | LF | 75.00 | 75.000 | 33.000 | 33.000 | 3.50 | 115.50 | |||
| 0300 | PAVE MARKING-THERMO X-WALK-6 INCH | 06565 | LF | 840.00 | 840.000 | 909.000 | 909.000 | 2.85 | 2,590.65 | |||
| 0310 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 205.00 | 205.000 | 422.000 | 422.000 | 7.00 | 2,954.00 | |||
| 0320 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 450.00 | 450.000 | 454.000 | 454.000 | 5.50 | 2,497.00 | |||
| 0330 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 44.00 | 44.000 | 42.000 | 42.000 | 80.00 | 3,360.00 | |||
| 0340 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 300.00 | 300.000 | 325.000 | 325.000 | 22.00 | 7,150.00 | |||
| 0350 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 550.00 | 550.000 | 456.000 | 456.000 | 22.00 | 10,032.00 | |||
| 0360 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 850.00 | 850.000 | 502.000 | 502.000 | 5.00 | 2,510.00 | |||
| 0370 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 18,150.00 | 18,150.000 | -2,867.830 | -2,867.830 | 1.00 | -2,867.83 | |||
| 0380 | FUEL ADJUSTMENT | 10020NS | DOLL | 11,035.00 | 5,653.300 | 5,630.070 | 5,630.070 | 1.00 | 5,630.07 | |||
| 0390 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 22,293.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0400 | GALVANIZED STEEL CABINET | 20359EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
| 0410 | WOOD POST | 20360ES818 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 150.00 | 600.00 | |||
| 0420 | JUNCTION BOX TYPE A | 20391ES835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0430 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0440 | MAILBOXES REMOVE AND RESET MAILBOX | 21029EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 350.00 | 350.00 | |||
| 0450 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0460 | BORE AND JACK CONDUIT | 21543EN | LF | 110.00 | 110.000 | 225.000 | 225.000 | 34.50 | 7,762.50 | |||
| 0470 | INSTALL CONDUIT | 22630EN | LF | 5,390.00 | 5,390.000 | 4,660.000 | 4,660.000 | 5.50 | 25,630.00 | |||
| 8000 | MILLED RUMBLE STRIPS SHOULDERS | 20314ED | LF | 0.00 | 19,086.000 | 19,086.000 | 19,086.000 | 1.45 | 27,674.70 | |||
| Project | MP03400250704 | Fed/State Project Number | FD04 034 0025 016-020 | Category | 0002 DEMOBILIZATION | |||||||
| 0480 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 18,636.00 | 4,659.00 | 18,636.00 | |
| SUBTOT | $4,659.00 |
$1,193,853.85 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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