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Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:11/29/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071030 | Estimate Number | 0008 | Estimate Type FINAL | |||
| District Office | LOUISVILLE (05360) Middeler, Joseph F., P.E. | ||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC | ADDR SN 0 VC Code VC0000113967 | |||||
| 3800 CRITTENDEN DR | |||||||
| LOUISVILLE , KY , 40209-1124 | |||||||
| Pay Period | 08/23/2008 TO 05/26/2011 | ||||||
| Date Approved | 07/08/2011 | ||||||
| Primary Proj Number | DE05602640730 | ||||||
| Project No. | STPR 264-1(158) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | WATTERSON EXPRESSWAY (I-264)-WESTPORT ROAD (KY 1447) | ||||||
| Description | CONSTRUCT DETOUR BRIDGE FOR TEMPORARY ROUTING I-264 NORTH AND SOUTH OF WESTPORT ROAD OVERPASS DURING FUTURE PROJECT | ||||||
| Date Let | 06/22/2007 | Formal Acceptance | 08/22/2008 | ||||
| Date Awarded | 08/14/2007 | Date Work Began | 01/28/2008 | ||||
| Date Contract Executed | 09/04/2007 | Open To Traffic | 05/01/2008 | ||||
| Date NTP Issued | 09/04/2007 | Actual Completion Date | 05/01/2008 | ||||
| Current Contract Amount | $403,160.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $383,000.00 |
Total Earnings | $400,549.92 |
$396,287.74 |
$4,262.18 |
|
| Percent Complete | 99.35 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,610.08 |
Gross Earnings | $400,549.92 |
$396,287.74 |
$4,262.18 |
|
| Total Change Orders | $20,160.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $400,549.92 |
$396,287.74 |
$4,262.18 |
|||
| Contract Id | 071030 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0008 | Project Number | STPR 264-1(158) | |||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC | Period | 08/23/2008 TO 05/26/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | DGA, Flowable Fill, & Asphalt Base | Approved | 06/18/2008 | $8,790.00 | 0.0 | |||||
| 002 | Temporary Barrier Wall Stiffeners | Approved | 04/04/2008 | $3,498.00 | 0.0 | |||||
| 003 | Materials | Approved | 05/29/2008 | $0.00 | 0.0 | |||||
| 004 | Erosion Control Items | Approved | 07/24/2008 | $7,872.00 | 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 | 071030 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract No | E5 | TRANSPORTATION CABINET |
Primary Project Number | DE05602640730 | ||||||
| Estimate Nbr | 0008 | Period | 08/23/2008 TO 05/26/2011 | |||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC | |||||||||
| Project | DE05602640730 | Fed/State Project Number | STPR 264-1(158) | Category | 0001 BRIDGE | |||||||
| 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 | |
| 0030 | TEMPORARY DETOUR BRIDGE | 20609NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 285,000.00 | 285,000.00 | |||
| 8002 | EW~ Box Beam Stiffening of Temporary Concrete Barrier | 10098NX | DOLL | 0.00 | 3,498.000 | 3,498.000 | 3,498.000 | 1.00 | 3,498.00 | |||
| 8003 | CONCRETE-CLASS A Materials | 08100 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 8004 | CONCRETE-CLASS A Materials | 08100 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 8005 | CONCRETE-CLASS A Materials | 08100 | CUYD | 0.00 | 72.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 8006 | CONCRETE-CLASS AA Materials | 08104 | CUYD | 0.00 | 48.400 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 8007 | STEEL REINFORCEMENT Materials | 08150 | LB | 0.00 | 21,690.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 8008 | PILES-STEEL HP12X53 Materials | 08046 | LF | 0.00 | 220.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 8009 | PILES-STEEL HP14X73 Materials | 08050 | LF | 0.00 | 414.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 8010 | PILE POINTS-12 INCH Materials | 08094 | EACH | 0.00 | 4.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 8011 | PILE POINTS-14 INCH Materials | 08095 | EACH | 0.00 | 20.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 8012 | ARMORED EDGE FOR CONCRETE Materials | 03299 | LF | 0.00 | 83.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 8013 | PRECAST PC BOX BEAM CB27-48 Materials | 08664 | LF | 0.00 | 617.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 8014 | CONCRETE BARRIER WALL TYPE 9T Materials | 03171 | LF | 0.00 | 128.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 8015 | ELASTOMERIC BEARING PAD Materials | 20639ND | EACH | 0.00 | 20.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 8016 | TIMBER LAGGING Materials | 07374 | SQFT | 0.00 | 2,500.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 8017 | DGA BASE MOT Bridge Diversion | 00001 | TON | 0.00 | 105.000 | 105.000 | 105.000 | 25.00 | 2,625.00 | |||
| Project | DE05602640730 | Fed/State Project Number | STPR 264-1(158) | Category | 0002 ROADWAY | |||||||
| 0005 | TEMPORARY DITCH | 02159 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0006 | SIGNS | 02562 | SQFT | 296.00 | 296.000 | 192.000 | 192.000 | 5.00 | 960.00 | |||
| 0007 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0008 | TEMPORARY SILT FENCE | 02701 | LF | 250.00 | 648.000 | 648.000 | 648.000 | 2.00 | 1,296.00 | |||
| 0009 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0010 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 3.000 | 3.000 | 3.000 | 300.00 | 900.00 | |||
| 0011 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0012 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 0.01 | 0.01 | |||
| 0013 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0014 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0015 | TEMPORARY MULCH | 05952 | SQYD | 1,270.00 | 1,270.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0016 | TOPDRESSING FERTILIZER | 05966 | TON | 0.07 | 0.070 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0017 | SEEDING AND PROTECTION | 05985 | SQYD | 1,270.00 | 8,972.000 | 8,972.000 | 8,972.000 | 0.50 | 4,486.00 | |||
| 0018 | SILT TRAP TYPE C | 20496NS843 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0019 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0020 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0021 | INSTALL PROJECT ID SIGN (72 IN X 120 IN) | 21132NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0023 | STORM SEWER PIPE-48 INCH EQUIV | 00560 | LF | 135.00 | 135.000 | 134.000 | 134.000 | 280.00 | 37,520.00 | |||
| 0024 | REMOVE AND RELAY PIPE | 01312 | LF | 20.00 | 20.000 | 20.000 | 20.000 | 30.00 | 600.00 | |||
| 0025 | JUNCTION BOX | 01650 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 0026 | EMBANKMENT IN PLACE 73 CYDS FOR BERM AND 30 CUYDS TO FILL | 02230 | CUYD | 103.00 | 103.000 | 103.000 | 103.000 | 50.00 | 5,150.00 | |||
| 0027 | CONCRETE-CLASS A | 08100 | CUYD | 3.80 | 3.800 | 3.800 | 3.800 | 1,200.00 | 4,560.00 | |||
| 0028 | STEEL REINFORCEMENT | 08150 | LB | 321.00 | 321.000 | 321.000 | 321.000 | 2.00 | 642.00 | |||
| 0029 | PRECAST CONC BOX SECT 5 X 5 | 21946ES611 | LF | 14.00 | 14.000 | 14.000 | 14.000 | 860.00 | 12,040.00 | |||
| 0033 | DGA BASE | 00001 | TON | 70.00 | 130.000 | 130.000 | 130.000 | 40.00 | 5,200.00 | |||
| 8000 | FLOWABLE FILL | 02220 | CUYD | 0.00 | 35.000 | 35.000 | 35.000 | 130.00 | 4,550.00 | |||
| 8001 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | TON | 0.00 | 16.000 | 16.000 | 16.000 | 115.00 | 1,840.00 | |||
| Project | DE05602640730 | Fed/State Project Number | STPR 264-1(158) | Category | 0003 DEMOBILIZATION | |||||||
| 0031 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 5,682.91 | 4,262.18 | 5,682.91 | |
| SUBTOT | $4,262.18 |
$400,549.92 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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