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Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:11/29/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071024 | Estimate Number | 0011 | Estimate Type FINAL | |||
| District Office | MANCHESTER (11360) Fuson, David D. | ||||||
| Contractor | KAY & KAY CONTRACTING LLC | ADDR SN 0 VC Code VC0000094651 | |||||
| 1355 KEAVY RD | |||||||
| LONDON , KY , 40744 | |||||||
| Pay Period | 09/11/2010 TO 09/28/2011 | ||||||
| Date Approved | 10/31/2011 | ||||||
| Primary Proj Number | DE118025W0724 | ||||||
| Project No. | FD04 118 025W 027-028 | ||||||
| Primary County | WHITLEY | ||||||
| Name of Road | WILLIAMSBURG-CORBIN ROAD (US 25W) | ||||||
| Description | CONSTRUCT TURN LANE ON US 25W AT OAK GROVE SCHOOL ROAD | ||||||
| Date Let | 04/20/2007 | Formal Acceptance | 05/23/2008 | ||||
| Date Awarded | 04/30/2007 | Date Work Began | 10/10/2007 | ||||
| Date Contract Executed | 05/29/2007 | Open To Traffic | 04/10/2008 | ||||
| Date NTP Issued | 06/11/2007 | Actual Completion Date | 04/10/2008 | ||||
| Current Contract Amount | $227,174.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $205,500.00 |
Total Earnings | $226,732.45 |
$226,136.22 |
$596.23 |
|
| Percent Complete | 99.81 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $441.55 |
Gross Earnings | $226,732.45 |
$226,136.22 |
$596.23 |
|
| Total Change Orders | $21,674.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $226,732.45 |
$226,136.22 |
$596.23 |
|||
| Contract Id | 071024 | Change Order Summary |
County | WHITLEY | ||||||
| Estimate Nbr | 0011 | Project Number | FD04 118 025W 027-028 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | Period | 09/11/2010 TO 09/28/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Project Time Extension | Approved | 11/01/2007 | $0.00 | 41.0 | |||||
| 002 | Additional Drainage Structures and Pavement Marker Removal | Approved | 12/03/2007 | $21,674.00 | 47.0 | |||||
| 003 | Liquidated Damages | Approved | 12/03/2007 | $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 |
||
| Contract Id | 071024 | COMMONWEALTH OF KENTUCKY |
County | WHITLEY | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE118025W0724 | |||||||
| Estimate Nbr | 0011 | Period | 09/11/2010 TO 09/28/2011 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | |||||||||
| Project | DE118025W0724 | Fed/State Project Number | FD04 118 025W 027-028 | 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 | 448.00 | 448.000 | 1,372.970 | 1,372.970 | 20.34 | 27,926.20 | |||
| 0020 | LEVELING & WEDGING PG76-22 | 00194 | TON | 50.00 | 50.000 | 74.890 | 74.890 | 58.00 | 4,343.62 | |||
| 0030 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 1,339.00 | 1,339.000 | 1,288.270 | 1,288.270 | 55.25 | 71,176.91 | |||
| 0040 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 220.00 | 220.000 | 356.240 | 356.240 | 81.00 | 28,855.44 | |||
| 0050 | ENTRANCE PIPE-15 INCH | 00440 | LF | 300.00 | 300.000 | 288.000 | 288.000 | 27.00 | 7,776.00 | |||
| 0060 | CULVERT PIPE-15 INCH | 00461 | LF | 40.00 | 40.000 | 56.000 | 56.000 | 42.50 | 2,380.00 | |||
| 0070 | DROP BOX INLET TYPE 3 | 01496 | EACH | 2.00 | 3.000 | 3.000 | 3.000 | 3,500.00 | 10,500.00 | |||
| 0080 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 150.00 | 150.00 | |||
| 0090 | ROADWAY EXCAVATION | 02200 | CUYD | 1,448.20 | 1,448.200 | 1,488.700 | 1,488.700 | 20.00 | 29,774.00 | |||
| 0100 | CLEARING AND GRUBBING 0.9 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0110 | SIGNS | 02562 | SQFT | 175.00 | 175.000 | 201.000 | 201.000 | 10.00 | 2,010.00 | |||
| 0120 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 43.00 | 43.000 | 294.200 | 294.200 | 10.00 | 2,942.00 | |||
| 0130 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,600.00 | 9,600.00 | |||
| 0140 | TEMPORARY SILT FENCE | 02701 | LF | 200.00 | 200.000 | 103.000 | 103.000 | 4.00 | 412.00 | |||
| 0150 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0160 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0170 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0180 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0190 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0200 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0210 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,350.00 | 2,350.000 | 1,980.000 | 1,980.000 | 2.15 | 4,257.00 | |||
| 0220 | TEMPORARY MULCH | 05952 | SQYD | 4,100.00 | 4,100.000 | 0.000 | 0.000 | 0.39 | 0.00 | |||
| 0230 | SEEDING AND PROTECTION | 05985 | SQYD | 4,100.00 | 4,100.000 | 2,005.700 | 2,005.700 | 0.78 | 1,564.44 | |||
| 0240 | TRENCHING | 06427 | LF | 2,624.00 | 2,624.000 | 2,624.000 | 2,624.000 | 4.50 | 11,808.00 | |||
| 0250 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 2,600.00 | 2,600.000 | 494.000 | 494.000 | 0.50 | 247.00 | |||
| 0260 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 5,400.00 | 5,400.000 | 6,125.000 | 6,125.000 | 0.30 | 1,837.50 | |||
| 0270 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 10.50 | 0.00 | |||
| 0280 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 3,250.00 | 3,250.000 | 364.700 | 364.700 | 1.25 | 455.87 | |||
| 0290 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 4,680.00 | 4,680.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0300 | SILT TRAP TYPE C | 20496NS843 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0310 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0320 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 8000 | CULVERT PIPE-18 INCH | 00462 | LF | 0.00 | 24.000 | 20.500 | 20.500 | 75.00 | 1,537.50 | |||
| 8001 | REMOVE PIPE | 01310 | LF | 0.00 | 24.000 | 24.000 | 24.000 | 25.00 | 600.00 | |||
| 8002 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 2,095.00 | 8,380.00 | |||
| 8003 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 8004 | REMOVE PAVEMENT MARKERS | 22625NN | EACH | 0.00 | 40.000 | 32.000 | 32.000 | 10.00 | 320.00 | |||
| 8005 | EW~ Tree Removal | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,994.00 | 3,994.00 | |||
| Project | DE118025W0724 | Fed/State Project Number | FD04 118 025W 027-028 | Category | 0002 DEMOBILIZATION | |||||||
| 0330 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 3,184.93 | 796.23 | 3,184.93 | |
| 8006 | LIQUIDATED DAMAGES LD | 10111NS | DOLL | 0.00 | 0.001 | -200.000 | -16,600.000 | -16,800.000 | 1.00 | -200.00 | -16,800.00 | |
| SUBTOT | $596.23 |
$226,732.43 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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