|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 040070 | Estimate Number | 0013 | Estimate Type FINAL | |||
| District Office | COVINGTON (06380) Young, Brian C. | ||||||
| Contractor | OHIO VALLEY ASPHALT LLC | ADDR SN 1 VC Code VC0000111827 | |||||
| PO BOX 200 | |||||||
| PARIS , KY , 40362-0200 | |||||||
| Pay Period | 01/26/2008 TO 09/20/2012 | ||||||
| Date Approved | 11/14/2012 | ||||||
| Primary Proj Number | X021038905001 | ||||||
| Project No. | BRZ 0603 (164) | ||||||
| Primary County | CARROLL | ||||||
| Name of Road | CARROLLTON-GRATZ ROAD (KY389) | ||||||
| Description | The Carrollton-Gratz Road (KY 389) West Fork Mill Creek .50 Mile South of I-71 | ||||||
| Date Let | 03/12/2004 | Formal Acceptance | 05/09/2007 | ||||
| Date Awarded | 03/26/2004 | Date Work Began | 05/12/2004 | ||||
| Date Contract Executed | 04/07/2004 | Open To Traffic | 08/10/2005 | ||||
| Date NTP Issued | 04/07/2004 | Actual Completion Date | 08/10/2005 | ||||
| Current Contract Amount | $1,690,941.61 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,594,224.09 |
Total Earnings | $1,668,969.39 |
$1,665,098.01 |
$3,871.38 |
|
| Percent Complete | 98.70 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $21,972.22 |
Gross Earnings | $1,668,969.39 |
$1,665,098.01 |
$3,871.38 |
|
| Total Change Orders | $96,717.52 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,668,969.39 |
$1,665,098.01 |
$3,871.38 |
|||
| Contract Id | 040070 | Change Order Summary |
County | CARROLL | ||||||
| Estimate Nbr | 0013 | Project Number | BRZ 0603 (164) | |||||||
| Contractor | OHIO VALLEY ASPHALT LLC | Period | 01/26/2008 TO 09/20/2012 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Subcontract Modification | Approved | 02/17/2005 | $0.00 | 0.0 | |||||
| 002 | Signs | Approved | 02/17/2005 | $2,250.00 | 1.0 | |||||
| 003 | Eliminate Safety Hazard | Approved | 02/17/2005 | $42,480.00 | 88.0 | |||||
| 004 | Geotechnical issue and Traffic control issues | Approved | 10/20/2005 | $11,520.00 | 0.0 | |||||
| 005 | Additional funds for Fuel and Asphalt Adjustments | Approved | 12/13/2005 | $5,863.24 | 0.0 | |||||
| 006 | Asphalt Repair | Approved | 08/08/2007 | $34,604.28 | 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 |
||
| X021038905001 | 0001 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$1,484.97 |
||
| X021038905001 | 0049 | CL2 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$302.26 |
||
| X021038905001 | 0050 | CL2 ASPH SURF 0.38C PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$39.28 |
||
| X021038905001 | 0001 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0008 | 0.00 |
$0.00 |
$1,586.41 |
||
| X021038905001 | 0049 | CL2 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0008 | 0.00 |
$0.00 |
$1,301.61 |
||
| X021038905001 | 0001 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0009 | 0.00 |
$0.00 |
$367.41 |
||
| X021038905001 | 0049 | CL2 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0009 | 0.00 |
$0.00 |
$443.74 |
||
| X021038905001 | 0049 | CL2 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0009 | 0.00 |
$0.00 |
$555.89 |
||
| X021038905001 | 0050 | CL2 ASPH SURF 0.38C PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0009 | 0.00 |
$0.00 |
$695.56 |
||
| X021038905001 | 0050 | CL2 ASPH SURF 0.38C PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0009 | 0.00 |
$0.00 |
$912.62 |
||
| X021038905001 | 0001 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0011 | 0.00 |
$0.00 |
$-3,438.79 |
||
| X021038905001 | 0049 | CL2 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0011 | 0.00 |
$0.00 |
$-2,603.50 |
||
| X021038905001 | 0050 | CL2 ASPH SURF 0.38C PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0011 | 0.00 |
$0.00 |
$-1,647.46 |
||
| Contract Id | 040070 | COMMONWEALTH OF KENTUCKY |
County | CARROLL | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | X021038905001 | |||||||
| Estimate Nbr | 0013 | Period | 01/26/2008 TO 09/20/2012 | |||||||
| Contractor | OHIO VALLEY ASPHALT LLC | |||||||||
| Project | X021038905001 | Fed/State Project Number | BRZ 0603 (164) | 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 | |
| 0001 | EMBANKMENT IN PLACE | 02230 | CUYD | 55,451.00 | 55,451.000 | 55,451.000 | 55,451.000 | 4.55 | 252,302.05 | |||
| 0002 | WATER | 02242 | MGAL | 0.17 | 0.170 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0003 | CONCRETE-CLASS A | 08100 | CUYD | 13.13 | 13.130 | 13.130 | 13.130 | 625.00 | 8,206.25 | |||
| 0004 | STEEL REINFORCEMENT | 08150 | LB | 748.00 | 748.000 | 748.000 | 748.000 | 1.00 | 748.00 | |||
| 0005 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 10,321.00 | 10,626.000 | 10,626.000 | 10,626.000 | 0.24 | 2,550.24 | |||
| 0006 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 7,310.00 | 7,310.000 | 670.000 | 670.000 | 1.75 | 1,172.50 | |||
| 0007 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 3,170.00 | 3,170.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0008 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 103.00 | 103.000 | 45.000 | 45.000 | 41.50 | 1,867.50 | |||
| 0009 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 120.00 | 480.00 | |||
| 0010 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,970.00 | 1,970.000 | 1,785.000 | 1,785.000 | 14.90 | 26,596.50 | |||
| 0011 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 70.00 | 70.00 | |||
| 0012 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,700.00 | 10,800.00 | |||
| 0013 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 8.000 | 8.000 | 700.00 | 5,600.00 | |||
| 0014 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,800.00 | 7,200.00 | |||
| 0015 | TEMPORARY GUARDRAIL | 02397 | LF | 2,480.00 | 2,480.000 | 2,091.500 | 2,091.500 | 8.50 | 17,777.75 | |||
| 0016 | REMOVE PAVEMENT | 02091 | SQYD | 927.00 | 927.000 | 927.000 | 927.000 | 1.20 | 1,112.40 | |||
| 0017 | CULVERT PIPE-18 INCH | 00462 | LF | 26.67 | 26.670 | 26.670 | 26.670 | 61.50 | 1,640.20 | |||
| 0018 | CULVERT PIPE-24 INCH | 00464 | LF | 85.87 | 85.870 | 85.870 | 85.870 | 52.40 | 4,499.58 | |||
| 0019 | CULVERT PIPE-54 INCH | 00471 | LF | 60.01 | 60.010 | 60.000 | 60.000 | 120.00 | 7,200.00 | |||
| 0020 | STORM SEWER PIPE-18 INCH | 00522 | LF | 252.91 | 252.910 | 252.910 | 252.910 | 35.00 | 8,851.85 | |||
| 0021 | STORM SEWER PIPE-30 INCH | 00526 | LF | 144.34 | 144.340 | 144.340 | 144.340 | 49.00 | 7,072.66 | |||
| 0022 | ENTRANCE PIPE-18 INCH | 00441 | LF | 56.00 | 56.000 | 56.000 | 56.000 | 50.00 | 2,800.00 | |||
| 0023 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 0024 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,600.00 | 1,600.00 | |||
| 0025 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,500.00 | 4,500.00 | |||
| 0026 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
| 0027 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,900.00 | 2,900.00 | |||
| 0028 | JUNCTION BOX-30 INCH | 01644 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,600.00 | 1,600.00 | |||
| 0029 | SEEDING AND PROTECTION | 05985 | SQYD | 35,191.00 | 35,191.000 | -5,688.890 | 39,751.389 | 34,062.499 | 0.35 | -1,991.11 | 11,921.87 | |
| 0030 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 3,519.00 | 3,519.000 | 31,308.000 | 31,308.000 | 0.30 | 9,392.40 | |||
| 0031 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 3,519.00 | 3,519.000 | 6,794.444 | 6,794.444 | 0.30 | 2,038.33 | |||
| 0032 | EROSION CONTROL BLANKET | 05950 | SQYD | 880.00 | 880.000 | 2,795.000 | 2,795.000 | 1.70 | 4,751.50 | |||
| 0033 | SILT CHECK | 02705 | EACH | 27.00 | 27.000 | 7.000 | 7.000 | 140.00 | 980.00 | |||
| 0034 | CLEAN SILT CHECK | 02708 | EACH | 54.00 | 54.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0035 | TEMPORARY SILT FENCE | 02701 | LF | 150.00 | 150.000 | 725.000 | 725.000 | 2.95 | 2,138.75 | |||
| 0036 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 1.30 | 0.00 | |||
| 0037 | SILT CHECK TY II (MOD) | 09277 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0038 | CLEAN SILT CHECK TY II (MOD) | 09278 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0039 | CHANNEL LINING CLASS II | 02483 | TON | 1,317.70 | 1,317.700 | 1,318.540 | 1,318.540 | 17.75 | 23,404.08 | |||
| 0040 | CHANNEL LINING CLASS III | 02484 | TON | 124.40 | 124.400 | 107.570 | 107.570 | 24.00 | 2,581.68 | |||
| 0041 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 21.00 | 21.000 | 21.000 | 21.000 | 100.00 | 2,100.00 | |||
| 0042 | STANDARD CURB AND GUTTER | 01810 | LF | 150.00 | 150.000 | 150.000 | 150.000 | 30.00 | 4,500.00 | |||
| 0043 | ISLAND CURB AND GUTTER | 01825 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 30.00 | 3,000.00 | |||
| 0044 | EDGE KEY | 02585 | LF | 80.00 | 80.000 | -5.000 | 65.000 | 60.000 | 7.50 | -37.50 | 450.00 | |
| 0045 | SCARIFYING PAVEMENT | 02678 | SQYD | 927.00 | 927.000 | 927.000 | 927.000 | 0.75 | 695.25 | |||
| 0046 | CRUSHED STONE BASE | 00003 | TON | 2,419.00 | 2,419.000 | 3,124.260 | 3,124.260 | 16.75 | 52,331.35 | |||
| 0047 | TRAFFIC BOUND BASE | 00020 | TON | 211.00 | 211.000 | 163.700 | 163.700 | 11.50 | 1,882.55 | |||
| 0048 | LEVELING & WEDGING PG64-22 | 00190 | TON | 69.00 | 69.000 | 0.000 | 0.000 | 49.75 | 0.00 | |||
| 0049 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,046.00 | 3,417.870 | 3,417.870 | 3,417.870 | 47.50 | 162,348.82 | |||
| 0050 | CL2 ASPH SURF 0.38C PG64-22 | 00304 | TON | 710.00 | 980.340 | 980.340 | 980.340 | 49.75 | 48,771.91 | |||
| 0051 | CLEARING AND GRUBBING | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,000.00 | 16,000.00 | |||
| 0052 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0053 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0054 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0055 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0056 | TEMPORARY SIGNAL | 04935 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,500.00 | 11,500.00 | |||
| 8000 | SIGNS | 02562 | SQFT | 0.00 | 300.000 | 200.000 | 200.000 | 7.50 | 1,500.00 | |||
| 8001 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 0.00 | 460.000 | 460.000 | 460.000 | 37.00 | 17,020.00 | |||
| 8002 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 0.00 | 40.000 | 40.000 | 40.000 | 15.00 | 600.00 | |||
| 8003 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 11,850.00 | 23,700.00 | |||
| 8004 | SAFELOADING | 02690 | CUYD | 0.00 | 13.000 | 19.420 | 19.420 | 260.00 | 5,049.20 | |||
| 8005 | SPRING BOX INLET SPECIAL Spring Box Inlet Special | 01659 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 6,300.00 | 6,300.00 | |||
| 8006 | REMOVE TEMPORARY SIGNAL TRAFFIC | 20272MC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 8010 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 1,139.300 | 2,132.740 | 2,132.740 | 1.00 | 2,132.74 | |||
| 8011 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 4,723.940 | 6,782.860 | 6,782.860 | 1.00 | 6,782.86 | |||
| 8012 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 0.00 | 14,241.000 | 14,241.000 | 14,241.000 | 0.24 | 3,417.84 | |||
| Project | X021038905001 | Fed/State Project Number | BRZ 0603 (164) | Category | 0003 BRIDGE | |||||||
| 0057 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 172.00 | 172.000 | 172.000 | 172.000 | 26.00 | 4,472.00 | |||
| 0058 | MASONRY COATING | 02998 | SQYD | 1,257.00 | 1,257.000 | 1,257.000 | 1,257.000 | 8.00 | 10,056.00 | |||
| 0059 | CONCRETE-CLASS A | 08100 | CUYD | 342.20 | 342.200 | 342.200 | 342.200 | 255.00 | 87,261.00 | |||
| 0060 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,196.00 | 2,196.000 | 1,847.840 | 1,847.840 | 24.00 | 44,348.16 | |||
| 0061 | PILES-STEEL HP14X89 | 08051 | LF | 3,201.00 | 3,201.000 | 2,998.502 | 2,998.502 | 38.00 | 113,943.07 | |||
| 0062 | CONCRETE-CLASS AA HPC MOD | 07307 | CUYD | 426.70 | 426.700 | 426.700 | 426.700 | 370.00 | 157,879.00 | |||
| 0063 | TEST PILES | 08033 | LF | 415.00 | 415.000 | 415.000 | 415.000 | 38.00 | 15,770.00 | |||
| 0064 | STEEL REINF-EPOXY COATED | 08151 | LB | 113,566.00 | 113,566.000 | 113,566.000 | 113,566.000 | 0.80 | 90,852.80 | |||
| 0065 | STEEL REINFORCEMENT | 08150 | LB | 19,652.00 | 19,652.000 | 19,652.000 | 19,652.000 | 0.72 | 14,149.44 | |||
| 0066 | PILE POINTS-14 INCH | 08095 | EACH | 48.00 | 48.000 | 48.000 | 48.000 | 109.00 | 5,232.00 | |||
| 0067 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,077.30 | 1,077.300 | 1,077.300 | 1,077.300 | 165.00 | 177,754.50 | |||
| 0068 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 90.50 | 90.500 | 90.500 | 90.500 | 45.00 | 4,072.50 | |||
| 0069 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| Project | X021038905001 | Fed/State Project Number | BRZ 0603 (164) | Category | 0005 WATERLINE | |||||||
| 0070 | PVC CLASS 200 WATER LINE-4" | 07643 | LF | 997.28 | 997.280 | 1,115.000 | 1,115.000 | 10.35 | 11,540.25 | |||
| 0071 | CONNECT TO EXISTING LINE 4"PVC | 09254 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0072 | THRUST BLOCK | 09773 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0073 | GATE VALVE-4 INCH | 03524 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0074 | STEEL ENCASEMENT PIPE-12 INCH | 01069 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 75.00 | 3,000.00 | |||
| 0075 | STEEL ENCASEMENT PIPE-16 INCH | 01073 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 80.00 | 3,200.00 | |||
| 0076 | CONC ENCASEMENT | 09289 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| Project | X021038905001 | Fed/State Project Number | BRZ 0603 (164) | Category | 0007 DEMOBILIZATION | |||||||
| 0077 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 23,599.97 | 5,899.99 | 23,599.97 | |
| SUBTOT | $3,871.38 |
$1,668,969.34 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0061-1-0I |
PILES-HP14X89 | LF |
2,720.00 | 0001 | $24.500000 | $63,308.00 | ||||||
0066-1-0I |
PILE POINTS-14" | EACH |
32.00 | 0001 | $89.500000 | $2,720.80 | ||||||
0067-1-0I |
PCI BEAM TY 4 | LF |
1,077.30 | 0001 | $113.260000 | $115,915.27 | ||||||
0061-1-0A |
PILES-HP14X89 | LF |
2,720.00 | 0001 | $24.500000 | $-63,308.00 | ||||||
0066-1-0A |
PILE POINTS-14" | EACH |
32.00 | 0001 | $89.500000 | $-2,720.80 | ||||||
0067-1-0A |
PCI BEAM TY 4 | LF |
1,077.30 | 0001 | $113.260000 | $-115,915.27 | ||||||
| SUBTOT | $0.00 |
|||||||||||