|
ContID 062232 EST NO 0010 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 062232 | Estimate Number | 0010 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10315) Lanham, Stephen D. | ||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | MARS ADDR SN 4 | |||||
| PO BOX 308 | |||||||
| MT STERLING , KY , 40353 | |||||||
| Pay Period | 11/03/2007 TO 01/10/2008 | ||||||
| Date Approved | 01/28/2008 | ||||||
| Primary Proj Number | MP09990000601 | ||||||
| Project No. | FD04 099 9000 011-020 | ||||||
| Primary County | POWELL | ||||||
| Name of Road | BERT T. COMBS MOUNTAIN PARKWAY (BC 9000) | ||||||
| Description | FROM CLARK-POWELL COUNTY LINE-B00018 EXTENDING EAST TO 0.679 MILES EAST OF KY 1057 OVERPASS | ||||||
| Date Let | 08/25/2006 | Formal Acceptance | |||||
| Date Awarded | 09/05/2006 | Date Work Began | 05/23/2007 | ||||
| Date Contract Executed | 09/14/2006 | Open To Traffic | |||||
| Date NTP Issued | 09/14/2006 | Actual Completion Date | |||||
| Current Contract Amount | $3,228,615.79 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,141,180.67 |
Total Earnings | $3,051,633.01 |
$2,964,197.89 |
$87,435.12 |
|
| Percent Complete | 94.52 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $176,982.78 |
Gross Earnings | $3,051,633.01 |
$2,964,197.89 |
$0.00 |
|
| Total Change Orders | $87,435.12 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,051,633.01 |
$2,964,197.89 |
87,435.12 |
|||
| Contract Id | 062232 | Change Order Summary |
County | POWELL | ||||||
| Estimate Nbr | 0010 | Project Number | FD04 099 9000 011-020 | |||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | Period | 11/03/2007 TO 01/10/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Fuel&Asphalt, Rideability, Grade Work On Ramp | Approved | 12/13/2007 | $87,435.12 | 92.0 | |||||
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 | 062232 | COMMONWEALTH OF KENTUCKY |
County | POWELL | ||||||
| Contract Type | ASGR ASPHALT SURFACE WITH GUARDRAIL | TRANSPORTATION CABINET |
Primary Project Number | MP09990000601 | ||||||
| Estimate Nbr | 0010 | Period | 11/03/2007 TO 01/10/2008 | |||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | |||||||||
| Project | MP09990000601 | Fed/State Project Number | FD04 099 9000 011-020 | 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 | ASPHALT SEAL AGGREGATE | 00100 | TON | 175.00 | 175.000 | 1,588.320 | 1,588.320 | 75.00 | 119,124.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 23.00 | 23.000 | 78.130 | 78.130 | 600.00 | 46,878.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 2,678.00 | 2,678.000 | 3,811.030 | 3,811.030 | 71.15 | 271,154.78 | |||
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 8,550.00 | 8,550.000 | 5,307.600 | 5,307.600 | 74.95 | 397,804.62 | |||
| 0050 | CL4 ASPH SURF 0.38B PG76-22 | 00337 | TON | 14,785.00 | 14,785.000 | 15,084.300 | 15,084.300 | 84.55 | 1,275,377.56 | |||
| 0060 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 14,785.00 | 14,785.000 | 14,876.110 | 14,876.110 | 1.35 | 20,082.74 | |||
| 0070 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 31,450.00 | 31,450.000 | 31,602.500 | 31,602.500 | 16.47 | 520,493.17 | |||
| 0080 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 22.00 | 22.000 | 18.000 | 18.000 | 2,346.00 | 42,228.00 | |||
| 0090 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 23.00 | 23.000 | 20.000 | 20.000 | 465.00 | 9,300.00 | |||
| 0100 | REMOVE GUARDRAIL CON TO BR END | 02372 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 80.00 | 80.00 | |||
| 0110 | GUARDRAIL CONNECTOR TO BRIDGE END TY C | 02377 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,065.00 | 1,065.00 | |||
| 0120 | REMOVE GUARDRAIL | 02381 | LF | 31,175.00 | 31,175.000 | 31,222.500 | 31,222.500 | 0.92 | 28,724.70 | |||
| 0130 | SIGNS | 02562 | SQFT | 350.00 | 350.000 | 700.000 | 700.000 | 8.00 | 5,600.00 | |||
| 0140 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 52,500.00 | 52,500.00 | |||
| 0150 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,800.00 | 7,600.00 | |||
| 0160 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,600.00 | 1,600.00 | |||
| 0170 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 625.00 | 625.000 | 351.980 | 351.980 | 27.50 | 9,679.45 | |||
| 0180 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,400.00 | 4,800.00 | |||
| 0190 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 172,000.00 | 172,000.000 | 179,285.000 | 179,285.000 | 0.17 | 30,478.45 | |||
| 0200 | PAVE STRIPING PERM-6 IN HD21A-WHITE | 21339ED | LF | 95,564.00 | 95,564.000 | 104,546.000 | 104,546.000 | 0.23 | 24,045.58 | |||
| 0210 | PAVE STRIPING PERM-6 IN HD21A-YELLOW | 21340ED | LF | 76,450.00 | 76,450.000 | 87,249.000 | 87,249.000 | 0.25 | 21,812.25 | |||
| 0220 | PAVE STRIPING PERM-8 IN HD21A-WHITE | 21656EN | LF | 3,000.00 | 3,000.000 | 1,715.000 | 1,715.000 | 0.32 | 548.80 | |||
| 0230 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 1,912.00 | 1,912.000 | 1,261.000 | 1,261.000 | 20.75 | 26,165.75 | |||
| 0240 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 1,912.00 | 1,912.000 | 2,024.000 | 2,024.000 | 5.00 | 10,120.00 | |||
| 0250 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 41,000.00 | 41,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0260 | FUEL ADJUSTMENT | 10020NS | DOLL | 23,178.00 | -1,331.990 | -24,509.990 | 0.000 | -24,509.990 | 1.00 | -24,509.99 | -24,509.99 | |
| 0270 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 46,823.00 | -133,968.740 | -180,791.740 | 0.000 | -180,791.740 | 1.00 | -180,791.74 | -180,791.74 | |
| 0280 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 164,925.00 | 164,925.000 | 160,587.000 | 160,587.000 | 0.23 | 36,935.01 | |||
| 0290 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 8000 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 177,766.04 | 177,766.04 | 177,766.04 | |
| 8001 | EW~ CONCRETE RAMP REMOVAL | 10090NX | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 24,600.00 | 24,600.00 | 24,600.00 | |
| 8002 | CL1 ASPH BASE 1.00D PG64-22 | 00211 | TON | 0.00 | 622.950 | 622.950 | 0.000 | 622.950 | 74.70 | 46,534.36 | 46,534.36 | |
| 8003 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 0.00 | 847.450 | 847.450 | 0.000 | 847.450 | 21.35 | 18,093.05 | 18,093.05 | |
| 8004 | DGA BASE | 00001 | TON | 0.00 | 518.000 | 518.000 | 0.000 | 518.000 | 20.60 | 10,670.80 | 10,670.80 | |
| 8005 | UNDERCUT/STABILIZATION EXCAVATION | 22655EN | CUYD | 0.00 | 780.000 | 780.000 | 0.000 | 780.000 | 4.75 | 3,705.00 | 3,705.00 | |
| 8006 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 0.00 | 1,550.000 | 1,550.000 | 0.000 | 1,550.000 | 1.75 | 2,712.50 | 2,712.50 | |
| 8007 | DGA BASE NON-SPEC | 00001 | TON | 0.00 | 627.180 | 627.180 | 0.000 | 627.180 | 13.80 | 8,655.08 | 8,655.08 | |
| Project | MP09990000601 | Fed/State Project Number | FD04 099 9000 011-020 | Category | 0002 DEMOBILITATION | |||||||
| 0300 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 46,500.00 | 0.00 | |||
| SUBTOT | $87,435.11 |
$3,051,632.999 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||