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Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:11/29/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071142 | Estimate Number | 0015 | Estimate Type FINAL | |||
| District Office | LOUISVILLE (05380) Slone, Christopher L., P.E. | ||||||
| Contractor | JUDY CONSTRUCTION COMPANY | ADDR SN 1 VC Code VC0000093326 | |||||
| BOX 457 | |||||||
| CYNTHIANA , KY , 41031 | |||||||
| Pay Period | 02/21/2009 TO 05/11/2011 | ||||||
| Date Approved | 06/27/2011 | ||||||
| Primary Proj Number | DE03700120742 | ||||||
| Project No. | BRZ 0503 (191) | ||||||
| Primary County | FRANKLIN | ||||||
| Name of Road | FLAT CREEK ROAD (KY 12) | ||||||
| Description | REPLACE BRIDGE OVER FLAT CREEK 6.2 MILES NORTHEAST OF JUNCTION OF US 421 | ||||||
| Date Let | 07/27/2007 | Formal Acceptance | 10/03/2008 | ||||
| Date Awarded | 08/09/2007 | Date Work Began | 10/31/2007 | ||||
| Date Contract Executed | 10/22/2007 | Open To Traffic | 06/27/2008 | ||||
| Date NTP Issued | 10/22/2007 | Actual Completion Date | 06/27/2008 | ||||
| Current Contract Amount | $466,040.37 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $466,589.45 |
Total Earnings | $461,600.34 |
$459,876.34 |
$1,724.00 |
|
| Percent Complete | 98.98 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $4,740.03 |
Gross Earnings | $461,600.34 |
$459,876.34 |
$1,724.00 |
|
| Total Change Orders | $-549.08 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $461,300.34 |
$459,576.34 |
$1,724.00 |
|||
| Contract Id | 071142 | Change Order Summary |
County | FRANKLIN | ||||||
| Estimate Nbr | 0015 | Project Number | BRZ 0503 (191) | |||||||
| Contractor | JUDY CONSTRUCTION COMPANY | Period | 02/21/2009 TO 05/11/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Entrance Pipe and Metal End Sections | Approved | 08/28/2008 | $-549.08 | 1.0 | |||||
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 |
||
| DE03700120742 | 0210 | MAINTAIN & CONTROL TRAFFIC | OTHER | 0011 | -300.00 |
$1.00 |
$-300.00 |
||
| Contract Id | 071142 | COMMONWEALTH OF KENTUCKY |
County | FRANKLIN | ||||||
| Contract No | E5 | TRANSPORTATION CABINET |
Primary Project Number | DE03700120742 | ||||||
| Estimate Nbr | 0015 | Period | 02/21/2009 TO 05/11/2011 | |||||||
| Contractor | JUDY CONSTRUCTION COMPANY | |||||||||
| Project | DE03700120742 | Fed/State Project Number | BRZ 0503 (191) | 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 | 732.00 | 732.000 | 1,001.640 | 1,001.640 | 33.53 | 33,584.98 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 20.00 | 20.000 | 20.110 | 20.110 | 16.00 | 321.76 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 4.70 | 4.700 | 9.570 | 9.570 | 165.00 | 1,579.05 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 804.00 | 804.000 | 738.000 | 738.000 | 67.16 | 49,564.08 | |||
| 0050 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 0.56 | 0.560 | 0.560 | 0.560 | 1,525.00 | 854.00 | |||
| 0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 145.00 | 145.000 | 169.650 | 169.650 | 98.67 | 16,739.36 | |||
| 0070 | ENTRANCE PIPE-18 INCH | 00441 | LF | 47.00 | 0.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0080 | CULVERT PIPE-30 INCH EQUIV | 00494 | LF | 64.00 | 64.000 | 64.000 | 64.000 | 120.00 | 7,680.00 | |||
| 0090 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0100 | REMOVE PAVEMENT | 02091 | SQYD | 774.00 | 774.000 | 452.385 | 452.385 | 3.50 | 1,583.34 | |||
| 0110 | TEMPORARY DITCH | 02159 | LF | 387.00 | 387.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0120 | EMBANKMENT IN PLACE | 02230 | CUYD | 2,009.00 | 2,009.000 | 2,009.000 | 2,009.000 | 15.00 | 30,135.00 | |||
| 0130 | WATER | 02242 | MGAL | 80.00 | 80.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0140 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,000.00 | 4,000.00 | |||
| 0150 | CHANNEL LINING CLASS II | 02483 | TON | 212.00 | 212.000 | 226.170 | 226.170 | 20.00 | 4,523.40 | |||
| 0160 | CHANNEL LINING CLASS III | 02484 | TON | 66.00 | 66.000 | 66.000 | 66.000 | 28.00 | 1,848.00 | |||
| 0170 | CLEARING AND GRUBBING .9 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0180 | SIGNS | 02562 | SQFT | 76.00 | 76.000 | 73.000 | 73.000 | 10.00 | 730.00 | |||
| 0200 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 128.00 | 128.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0210 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0220 | SCARIFYING PAVEMENT | 02678 | SQYD | 774.00 | 774.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0230 | TEMPORARY SILT FENCE | 02701 | LF | 773.00 | 773.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0240 | SILT TRAP TYPE A | 02703 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 150.00 | 150.00 | |||
| 0250 | SILT TRAP TYPE B | 02704 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0260 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0270 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0280 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 2,319.00 | 2,319.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0290 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 0300 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0310 | EROSION CONTROL BLANKET | 05950 | SQYD | 292.00 | 292.000 | 338.666 | 338.666 | 3.00 | 1,015.99 | |||
| 0320 | TEMPORARY MULCH | 05952 | SQYD | 6,970.00 | 6,970.000 | 5,709.239 | 5,709.239 | 0.35 | 1,998.23 | |||
| 0330 | TOPDRESSING FERTILIZER | 05966 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0340 | SEEDING AND PROTECTION | 05985 | SQYD | 6,970.00 | 6,970.000 | 3,461.529 | 3,461.529 | 0.80 | 2,769.22 | |||
| 0350 | CONCRETE-CLASS A | 08100 | CUYD | 5.11 | 5.110 | 5.110 | 5.110 | 1,000.00 | 5,110.00 | |||
| 0360 | STEEL REINFORCEMENT | 08150 | LB | 393.00 | 393.000 | 393.000 | 393.000 | 2.00 | 786.00 | |||
| 0370 | SILT TRAP TYPE C | 20496NS843 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0380 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0390 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0400 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 284.00 | 284.000 | 74.660 | 74.660 | 2.00 | 149.32 | |||
| 8001 | ENTRANCE PIPE-15 INCH | 00440 | LF | 0.00 | 47.000 | 47.000 | 47.000 | 25.00 | 1,175.00 | |||
| 8002 | METAL END SECTION TY 3-15 INCH | 01390 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,025.46 | 4,050.92 | |||
| Project | DE03700120742 | Fed/State Project Number | BRZ 0503 (191) | Category | 0002 DEMOBILIZATION | |||||||
| 0190 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 6,896.00 | 1,724.00 | 6,896.00 | |
| Project | DE03700120742 | Fed/State Project Number | BRZ 0503 (191) | Category | 0003 BRIDGE | |||||||
| 0410 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 35.00 | 3,500.00 | |||
| 0420 | MASONRY COATING | 02998 | SQYD | 333.00 | 333.000 | 243.333 | 243.333 | 10.00 | 2,433.33 | |||
| 0430 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 37.00 | 37.000 | 37.000 | 37.000 | 85.00 | 3,145.00 | |||
| 0440 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 6.00 | 6.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0450 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 60.00 | 60.000 | 48.760 | 48.760 | 40.00 | 1,950.40 | |||
| 0460 | CONCRETE-CLASS A | 08100 | CUYD | 81.00 | 81.000 | 81.000 | 81.000 | 550.00 | 44,550.00 | |||
| 0470 | CONCRETE-CLASS AA | 08104 | CUYD | 32.80 | 32.800 | 32.800 | 32.800 | 800.00 | 26,240.00 | |||
| 0480 | STEEL REINFORCEMENT | 08150 | LB | 10,517.00 | 10,517.000 | 10,517.000 | 10,517.000 | 0.90 | 9,465.30 | |||
| 0490 | STEEL REINF-EPOXY COATED | 08151 | LB | 4,098.00 | 4,098.000 | 4,098.000 | 4,098.000 | 1.20 | 4,917.60 | |||
| 0500 | PRECAST PC BOX BEAM CB42-48 | 08666 | LF | 490.00 | 490.000 | 490.000 | 490.000 | 262.00 | 128,380.00 | |||
| 0510 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 185.00 | 185.000 | 185.000 | 185.000 | 115.00 | 21,275.00 | |||
| SUBTOT | $1,724.00 |
$461,600.31 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0500-1-0I |
BOX BEAM, CB | LF |
490.00 | 0001 | $188.290000 | $92,262.10 | ||||||
0500-1-0A |
BOX BEAM, CB | LF |
490.00 | 0007 | $188.290000 | $-92,262.10 | ||||||
| SUBTOT | $0.00 |
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