|
Report_Id: 124019 Est NO 0001 |
Date:10/10/2012 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 124019 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07320) Brown, Erika N. | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 1 VC Code VC0000085714 | |||||
| 3009 ATKINSON AVE SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 08/06/2012 TO 09/19/2012 | ||||||
| Date Approved | 10/03/2012 | ||||||
| Primary Proj Number | 0707600751201 | ||||||
| Project No. | HSIP 0753 (096), HSIP 0753 (096) | ||||||
| Primary County | MADISON | ||||||
| Name of Road | KNOXVILLE-CINCINNATI ROAD (I-75) | ||||||
| Description | EXIT 90 OFF-RAMP EXIT 90 ON-RAMP | ||||||
| Date Let | 07/13/2012 | Formal Acceptance | |||||
| Date Awarded | 07/25/2012 | Date Work Began | 09/14/2012 | ||||
| Date Contract Executed | 08/06/2012 | Open To Traffic | |||||
| Date NTP Issued | 08/06/2012 | Actual Completion Date | |||||
| Current Contract Amount | $215,688.93 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $215,688.93 |
Total Earnings | $191,020.80 |
$0.00 |
$191,020.80 |
|
| Percent Complete | 88.56 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $24,668.13 |
Gross Earnings | $191,020.80 |
$0.00 |
$191,020.80 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $191,020.80 |
$0.00 |
$191,020.80 |
|||
| Contract Id | 124019 | Change Order Summary |
County | MADISON | ||||||
| Estimate Nbr | 0001 | Project Number | HSIP 0753 (096), HSIP 0753 (096) | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 08/06/2012 TO 09/19/2012 | |||||||
| 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 |
||
| Contract Id | 124019 | COMMONWEALTH OF KENTUCKY |
County | MADISON | ||||||
| Contract Type | ASPP ASPHALT PAVEMENT PATCHING | TRANSPORTATION CABINET |
Primary Project Number | 0707600751201 | ||||||
| Estimate Nbr | 0001 | Period | 08/06/2012 TO 09/19/2012 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | 0707600751201 | Fed/State Project Number | HSIP 0753 (096) | 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 | 350.00 | 350.000 | 248.890 | 0.000 | 248.890 | 35.00 | 8,711.15 | 8,711.15 | |
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 52.00 | 52.000 | 49.810 | 0.000 | 49.810 | 145.00 | 7,222.45 | 7,222.45 | |
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 6.20 | 6.200 | 5.630 | 0.000 | 5.630 | 745.00 | 4,194.35 | 4,194.35 | |
| 0040 | LEVELING & WEDGING PG76-22 | 00194 | TON | 100.00 | 100.000 | 106.830 | 0.000 | 106.830 | 106.00 | 11,323.98 | 11,323.98 | |
| 0050 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 575.00 | 575.000 | 552.260 | 0.000 | 552.260 | 99.50 | 54,949.87 | 54,949.87 | |
| 0060 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 12.00 | 12.000 | 10.000 | 0.000 | 10.000 | 5.36 | 53.60 | 53.60 | |
| 0070 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 15.00 | 15.000 | 14.000 | 0.000 | 14.000 | 5.36 | 75.04 | 75.04 | |
| 0080 | SIGNS | 02562 | SQFT | 190.00 | 190.000 | 0.000 | 0.000 | 8.40 | 0.00 | |||
| 0090 | DITCHING AND SHOULDERING | 02575 | LF | 2,323.00 | 2,323.000 | 1,837.000 | 0.000 | 1,837.000 | 4.25 | 7,807.25 | 7,807.25 | |
| 0100 | MAINTAIN & CONTROL TRAFFIC I-75 EXIT RAMP | 02650 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 6,850.00 | 6,850.00 | 6,850.00 | |
| 0110 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 1,100.00 | 2,200.00 | 2,200.00 | |
| 0120 | MOBILIZATION FOR MILL & TEXT I-75 EXIT RAMP | 02676 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 500.00 | 500.00 | 500.00 | |
| 0130 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 550.00 | 550.000 | 536.490 | 0.000 | 536.490 | 24.00 | 12,875.76 | 12,875.76 | |
| 0140 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 4,700.00 | 4,700.000 | 4,348.000 | 0.000 | 4,348.000 | 1.35 | 5,869.80 | 5,869.80 | |
| 0150 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0160 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,050.00 | 1,050.000 | 0.000 | 0.000 | 1.31 | 0.00 | |||
| 0170 | SEEDING AND PROTECTION | 05985 | SQYD | 1,050.00 | 1,050.000 | 0.000 | 0.000 | 0.51 | 0.00 | |||
| 0180 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 39.00 | 39.000 | 33.000 | 0.000 | 33.000 | 26.78 | 883.74 | 883.74 | |
| 0190 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 39.00 | 39.000 | 21.000 | 0.000 | 21.000 | 26.78 | 562.38 | 562.38 | |
| 0200 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 4,700.00 | 4,700.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0210 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 4,700.00 | 4,700.000 | 5,050.000 | 0.000 | 5,050.000 | 0.25 | 1,262.50 | 1,262.50 | |
| 0220 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 0.68 | 0.00 | |||
| 0230 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 150.00 | 150.000 | 570.000 | 0.000 | 570.000 | 4.73 | 2,696.10 | 2,696.10 | |
| 0240 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 10.00 | 10.000 | 6.000 | 0.000 | 6.000 | 78.75 | 472.50 | 472.50 | |
| 0250 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 60.00 | 60.000 | 43.000 | 0.000 | 43.000 | 78.75 | 3,386.25 | 3,386.25 | |
| 0260 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| Project | 0707600751201 | Fed/State Project Number | HSIP 0753 (096) | Category | 0002 DEMOBILIZATION | |||||||
| 0270 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,188.37 | 0.00 | |||
| SUBTOT | $131,896.72 |
$131,896.72 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | 0707600751202 | Fed/State Project Number | HSIP 0753 (096) | 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 | 155.00 | 155.000 | 121.290 | 0.000 | 121.290 | 35.00 | 4,245.15 | 4,245.15 | |
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 24.00 | 24.000 | 25.010 | 0.000 | 25.010 | 145.00 | 3,626.45 | 3,626.45 | |
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 3.00 | 3.000 | 3.020 | 0.000 | 3.020 | 745.00 | 2,249.90 | 2,249.90 | |
| 0040 | LEVELING & WEDGING PG76-22 | 00194 | TON | 25.00 | 25.000 | 15.590 | 0.000 | 15.590 | 106.00 | 1,652.54 | 1,652.54 | |
| 0050 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 280.00 | 280.000 | 266.870 | 0.000 | 266.870 | 99.50 | 26,553.56 | 26,553.56 | |
| 0060 | SIGNS | 02562 | SQFT | 190.00 | 190.000 | 0.000 | 0.000 | 8.40 | 0.00 | |||
| 0070 | DITCHING AND SHOULDERING | 02575 | LF | 1,056.00 | 1,056.000 | 675.000 | 0.000 | 675.000 | 4.25 | 2,868.75 | 2,868.75 | |
| 0080 | MAINTAIN & CONTROL TRAFFIC I-75 SB ON RAMP | 02650 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 4,550.00 | 4,550.00 | 4,550.00 | |
| 0090 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1,100.00 | 1,100.00 | 1,100.00 | |
| 0100 | MOBILIZATION FOR MILL & TEXT I-75 SB ON RAMP | 02676 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 500.00 | 500.00 | 500.00 | |
| 0110 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 280.00 | 280.000 | 278.180 | 0.000 | 278.180 | 24.00 | 6,676.32 | 6,676.32 | |
| 0120 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 1,056.00 | 1,056.000 | 2,198.000 | 0.000 | 2,198.000 | 1.35 | 2,967.30 | 2,967.30 | |
| 0130 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 1.000 | 0.000 | 1.000 | 350.00 | 350.00 | 350.00 | |
| 0140 | EROSION CONTROL BLANKET | 05950 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 1.31 | 0.00 | |||
| 0150 | SEEDING AND PROTECTION | 05985 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 0.51 | 0.00 | |||
| 0160 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 17.00 | 17.000 | 24.000 | 0.000 | 24.000 | 26.78 | 642.72 | 642.72 | |
| 0170 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 17.00 | 17.000 | 21.000 | 0.000 | 21.000 | 26.78 | 562.38 | 562.38 | |
| 0180 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 2,450.00 | 2,450.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0190 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 2,450.00 | 2,450.000 | 2,316.000 | 0.000 | 2,316.000 | 0.25 | 579.00 | 579.00 | |
| Project | 0707600751202 | Fed/State Project Number | HSIP 0753 (096) | Category | 0002 DEMOBILIZATION | |||||||
| 0200 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,001.62 | 0.00 | |||
| SUBTOT | $59,124.07 |
$191,020.79 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||