|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:06/13/2017 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061238 | Estimate Number | 0098 | Estimate Type FINAL | |||
| District Office | PIKEVILLE (12300) Weddington, Derrick P. | ||||||
| Contractor | BIZZACK CONSTRUCTION LLC | ADDR SN 0 VC Code VC0000008887 | |||||
| P O BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 01/16/2012 TO 03/23/2017 | ||||||
| Date Approved | 05/17/2017 | ||||||
| Primary Proj Number | DE09804600638 | ||||||
| Project No. | APD 80-6 (26), ADP 80-6 (26) NON | ||||||
| Primary County | PIKE | ||||||
| Name of Road | PIKEVILLE TO VIRGINIA STATE LINE | ||||||
| Description | US 460/KY 80 FROM COLEMAN HOLLOW TO 0.6 MILES WEST OF KY 80 | ||||||
| Date Let | 09/29/2006 | Formal Acceptance | 06/01/2011 | ||||
| Date Awarded | 10/06/2006 | Date Work Began | 10/30/2006 | ||||
| Date Contract Executed | 10/18/2006 | Open To Traffic | 07/21/2010 | ||||
| Date NTP Issued | 10/18/2006 | Actual Completion Date | 07/21/2010 | ||||
| Current Contract Amount | $22,368,678.26 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $22,496,097.91 |
Total Earnings | $22,237,194.40 |
$22,113,166.68 |
$124,027.72 |
|
| Percent Complete | 99.41 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $131,483.86 |
Gross Earnings | $22,237,194.40 |
$22,113,166.68 |
$124,027.72 |
|
| Total Change Orders | $-127,419.65 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $22,237,194.40 |
$22,113,166.68 |
$124,027.72 |
|||
| Contract Id | 061238 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0098 | Project Number | APD 80-6 (26), ADP 80-6 (26) NON | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | Period | 01/16/2012 TO 03/23/2017 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Cost Plus and Small Bridge Repairs | Approved | 11/19/2007 | $132,626.87 | 3.0 | |||||
| 002 | Pneumatic Backstowing existing mine openings | Approved | 10/23/2008 | $155,443.80 | 3.0 | |||||
| 003 | Value Engineering | Approved | 05/13/2009 | $-94,057.30 | 0.0 | |||||
| 004 | Drainage Items | Approved | 08/28/2009 | $-321,430.00 | 0.0 | |||||
| 005 | Access Road to project | Approved | 10/07/2010 | $0.00 | 0.0 | |||||
| 006 | Overrun of retaining wall items | Approved | 03/16/2011 | $-3.02 | 0.0 | |||||
| 007 | Underrun and Overhaul | Approved | 02/10/2017 | $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 | 061238 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE09804600638 | |||||||
| Estimate Nbr | 0098 | Period | 01/16/2012 TO 03/23/2017 | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | |||||||||
| Project | DE09804600638 | Fed/State Project Number | APD 80-6 (26) | 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 | CRUSHED STONE BASE | 00003 | TON | 500.00 | 500.000 | 528.930 | 528.930 | 32.70 | 17,296.01 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 837.00 | 837.000 | 1,371.500 | 1,371.500 | 15.50 | 21,258.25 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0040 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 876.00 | 876.000 | 1,137.710 | 1,137.710 | 91.60 | 104,214.23 | |||
| 0050 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 139.00 | 139.000 | 235.210 | 235.210 | 144.60 | 34,011.36 | |||
| 0060 | CULVERT PIPE-18 INCH | 00462 | LF | 46.00 | 46.000 | 46.000 | 46.000 | 49.00 | 2,254.00 | |||
| 0070 | CULVERT PIPE-30 INCH | 00466 | LF | 34.00 | 34.000 | 34.000 | 34.000 | 60.10 | 2,043.40 | |||
| 0080 | CULVERT PIPE-72 INCH | 00474 | LF | 42.00 | 42.000 | 42.000 | 42.000 | 180.00 | 7,560.00 | |||
| 0090 | CULVERT PIPE-84 INCH | 00476 | LF | 92.00 | 0.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0100 | STORM SEWER PIPE-15 INCH | 00521 | LF | 668.00 | 668.000 | 668.000 | 668.000 | 40.00 | 26,720.00 | |||
| 0110 | STORM SEWER PIPE-24 INCH | 00524 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 50.60 | 3,036.00 | |||
| 0120 | STORM SEWER PIPE-30 INCH | 00526 | LF | 1,546.00 | 1,108.000 | 1,106.000 | 1,106.000 | 58.75 | 64,977.50 | |||
| 0130 | STORM SEWER PIPE-36 INCH | 00528 | LF | 976.00 | 360.000 | 360.000 | 360.000 | 67.00 | 24,120.00 | |||
| 0140 | STORM SEWER PIPE-42 INCH | 00529 | LF | 421.00 | 298.000 | 298.000 | 298.000 | 86.00 | 25,628.00 | |||
| 0150 | STORM SEWER PIPE-48 INCH | 00530 | LF | 298.00 | 298.000 | 298.000 | 298.000 | 94.50 | 28,161.00 | |||
| 0160 | STORM SEWER PIPE-54 INCH | 00531 | LF | 752.00 | 752.000 | 752.000 | 752.000 | 113.60 | 85,427.20 | |||
| 0170 | PERFORATED PIPE-4 INCH | 01000 | LF | 575.00 | 575.000 | 468.000 | 468.000 | 8.00 | 3,744.00 | |||
| 0180 | PERFORATED PIPE-8 INCH | 01002 | LF | 750.00 | 750.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0190 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0200 | NON-PERFORATED PIPE-8 INCH | 01012 | LF | 396.00 | 396.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0210 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0220 | PERF PIPE HEADWALL TY 1-8 INCH | 01022 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0230 | METAL END SECTION TY 4-42 INCH | 01416 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 0240 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0250 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
| 0260 | DROP BOX INLET TYPE 1 | 01490 | EACH | 13.00 | 10.000 | 10.000 | 10.000 | 2,700.00 | 27,000.00 | |||
| 0270 | DROP BOX INLET TYPE 5B | 01505 | EACH | 4.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 0280 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0290 | DROP BOX INLET TYPE 13GB | 01562 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 4,000.00 | 52,000.00 | |||
| 0300 | TEMPORARY DITCH | 02159 | LF | 6,500.00 | 6,500.000 | 4,597.000 | 4,597.000 | 1.40 | 6,435.80 | |||
| 0310 | ROADWAY EXCAVATION | 02200 | CUYD | 8,163,100.00 | 8,163,100.000 | 8,338,228.000 | 8,338,228.000 | 2.23 | 18,594,248.44 | |||
| 0320 | WATER | 02242 | MGAL | 2,110.00 | 2,110.000 | 6,296.000 | 6,296.000 | 0.10 | 629.60 | |||
| 0330 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 13,970.00 | 13,970.000 | 65.000 | 65.000 | 5.50 | 357.50 | |||
| 0340 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 951.00 | 951.000 | 850.000 | 850.000 | 17.75 | 15,087.50 | |||
| 0350 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 850.00 | 3,400.00 | |||
| 0360 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 12.00 | 12.000 | 63.000 | 63.000 | 90.00 | 5,670.00 | |||
| 0370 | PLUG WATER WELL | 02475 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0380 | CHANNEL LINING CLASS II | 02483 | TON | 6,763.00 | 2,618.500 | 678.650 | 678.650 | 15.30 | 10,383.34 | |||
| 0390 | CHANNEL LINING CLASS IV | 02488 | CUYD | 31,625.00 | 6,142.000 | 14,411.400 | 14,411.400 | 5.50 | 79,262.70 | |||
| 0400 | CLEARING AND GRUBBING 203 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 300,000.00 | 300,000.00 | |||
| 0410 | CONCRETE-CLASS B | 02555 | CUYD | 780.00 | 780.000 | 160.000 | 160.000 | 1.00 | 160.00 | |||
| 0420 | SIGNS | 02562 | SQFT | 187.50 | 187.500 | 16.000 | 56.000 | 72.000 | 10.00 | 160.00 | 720.00 | |
| 0430 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0440 | TEMPORARY SILT FENCE | 02701 | LF | 60,350.00 | 60,350.000 | 160.000 | 160.000 | 0.01 | 1.60 | |||
| 0450 | SILT TRAP TYPE A | 02703 | EACH | 14.00 | 14.000 | 10.000 | 10.000 | 250.00 | 2,500.00 | |||
| 0460 | SILT TRAP TYPE B | 02704 | EACH | 155.00 | 155.000 | 52.000 | 52.000 | 125.00 | 6,500.00 | |||
| 0470 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 42.00 | 42.000 | 32.000 | 32.000 | 1.00 | 32.00 | |||
| 0480 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 465.00 | 465.000 | 36.000 | 36.000 | 1.00 | 36.00 | |||
| 0490 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 120,700.00 | 120,700.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0500 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 43,000.00 | 43,000.00 | |||
| 0510 | EROSION CONTROL BLANKET | 05950 | SQYD | 36,000.00 | 2,799.784 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0520 | TEMPORARY MULCH | 05952 | SQYD | 982,520.00 | 982,520.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0530 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 56,770.00 | 56,770.000 | 77,381.100 | 77,381.100 | 0.17 | 13,154.78 | |||
| 0540 | TOPDRESSING FERTILIZER | 05966 | TON | 14.70 | 9.700 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0550 | SEEDING AND PROTECTION | 05985 | SQYD | 283,850.00 | 143,850.000 | 432,679.668 | 432,679.668 | 0.28 | 121,150.30 | |||
| 0560 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 14,110.00 | 9,110.000 | 309,944.090 | 309,944.090 | 0.20 | 61,988.81 | |||
| 0570 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 3,520.00 | 3,520.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0580 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 3,520.00 | 3,520.000 | 3,644.000 | 3,644.000 | 0.75 | 2,733.00 | |||
| 0590 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0600 | CONCRETE-CLASS A | 08100 | CUYD | 58.19 | 29.850 | 54.820 | 54.820 | 750.00 | 41,115.00 | |||
| 0610 | STEEL REINFORCEMENT | 08150 | LB | 4,513.00 | 2,255.000 | 4,246.000 | 4,246.000 | 1.00 | 4,246.00 | |||
| 0620 | FUEL ADJUSTMENT | 10020NS | DOLL | 1,224,465.00 | 1,224,465.000 | 809,311.320 | 809,311.320 | 1.00 | 809,311.32 | |||
| 0630 | SILT TRAP TYPE C | 20496NS843 | EACH | 36.00 | 36.000 | 11.000 | 11.000 | 350.00 | 3,850.00 | |||
| 0640 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 108.00 | 108.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0650 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0660 | PNEUMATIC BACKSTOWING | 20667ED | TON | 220.00 | 2,249.730 | 2,249.730 | 2,249.730 | 60.00 | 134,983.80 | |||
| 0670 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 10,902.00 | 10,902.000 | 542.000 | 542.000 | 1.00 | 542.00 | |||
| 8002 | COST PLUS WORK | 10080NSD | DOLL | 0.00 | 4,626.870 | 4,626.870 | 4,626.870 | 1.00 | 4,626.87 | |||
| 8003 | RETAINING WALL-GABION for Mine Openings | 02610 | CUYD | 0.00 | 240.000 | 240.000 | 240.000 | 132.00 | 31,680.00 | |||
| 8004 | PVC PIPE-4 INCH for Mine Openings | 03383 | LF | 0.00 | 120.000 | 120.000 | 120.000 | 16.50 | 1,980.00 | |||
| 8007 | OVERHAUL | 10300NX | DOLL | 0.00 | 41,500.270 | 41,500.270 | 0.000 | 41,500.270 | 1.00 | 41,500.27 | 41,500.27 | |
| Project | DE09804600638 | Fed/State Project Number | APD 80-6 (26) | Category | 0002 BRIDGE | |||||||
| 0680 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 20,906.00 | 0.00 | |||
| 0690 | CONCRETE-CLASS A | 08100 | CUYD | 314.00 | 25.670 | 0.000 | 0.000 | 494.00 | 0.00 | |||
| 0700 | STEEL REINFORCEMENT | 08150 | LB | 29,271.00 | 2,043.000 | 0.000 | 0.000 | 1.01 | 0.00 | |||
| 8005 | CULVERT PIPE-84 INCH RCP | 00476 | LF | 0.00 | 184.000 | 184.000 | 184.000 | 526.00 | 96,784.00 | |||
| 8006 | STEEL ENCASEMENT PIPE-30 IN | 20134EC | LF | 0.00 | 80.000 | 80.000 | 80.000 | 87.15 | 6,972.00 | |||
| Project | DE09804600638 | Fed/State Project Number | APD 80-6 (26) | Category | 0003 BRIDGE | |||||||
| 0710 | PERFORATED PIPE-4 INCH | 01000 | LF | 440.00 | 440.000 | 440.000 | 440.000 | 3.00 | 1,320.00 | |||
| 0720 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 115.00 | 115.000 | 115.000 | 115.000 | 4.00 | 460.00 | |||
| 0730 | GRANULAR EMBANKMENT | 02223 | CUYD | 817.00 | 817.000 | 817.000 | 817.000 | 25.00 | 20,425.00 | |||
| 0740 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 259.00 | 259.000 | 259.000 | 259.000 | 53.00 | 13,727.00 | |||
| 0750 | CONCRETE-CLASS B | 02555 | CUYD | 80.00 | 130.703 | 130.703 | 130.703 | 372.00 | 48,621.51 | |||
| 0760 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 1,063.00 | 1,063.000 | 797.250 | 797.250 | 2.00 | 1,594.50 | |||
| 0770 | PRE-DRILLING FOR PILES (SOIL) | 07375 | LF | 250.00 | 430.000 | 430.000 | 430.000 | 44.00 | 18,920.00 | |||
| 0780 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 37.00 | 37.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0790 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0800 | PRE-DRILLING FOR PILES | 08039 | LF | 432.00 | 432.000 | 432.000 | 432.000 | 115.00 | 49,680.00 | |||
| 0810 | CONCRETE-CLASS A | 08100 | CUYD | 109.00 | 109.000 | 109.000 | 109.000 | 494.00 | 53,846.00 | |||
| 0820 | STEEL REINF-EPOXY COATED | 08151 | LB | 18,663.00 | 18,663.000 | 18,663.000 | 18,663.000 | 1.08 | 20,156.04 | |||
| 0830 | PILES-STEEL W 14 X 211 | 21660EN | LF | 1,480.00 | 1,673.790 | 1,673.790 | 1,673.790 | 189.00 | 316,346.31 | |||
| Project | DE09804600638 | Fed/State Project Number | APD 80-6 (26) | Category | 0004 MOBILIZATION & DEMOBILIZATION | |||||||
| 0840 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 201,974.00 | 201,974.00 | |||
| 0850 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 329,469.81 | 82,367.45 | 329,469.81 | |
| Project | DE09804600638 | Fed/State Project Number | APD 80-6 (26) | Category | 0005 TRAINEES | |||||||
| 0860 | TRAINEE PAYMENT REIMBURSEMENT 2 TRUCK DRIVER | 02742 | HOUR | 2,000.00 | 2,000.000 | 1,760.500 | 1,760.500 | 1.00 | 1,760.50 | |||
| 0870 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR | 02742 | HOUR | 1,600.00 | 1,600.000 | 1,600.000 | 1,600.000 | 1.00 | 1,600.00 | |||
| SUBTOT | $124,027.72 |
$22,109,194.29 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0830-1-0I |
STEEL, STRUCTURAL | LF |
1,480.00 | 0012 | $117.82000 | $174,372.12 | ||||||
0830-1-0A |
STEEL, STRUCTURAL | LF |
193.15 | 0077 | $117.820000 | $-22,756.74 | ||||||
0830-1-0A |
STEEL, STRUCTURAL | LF |
1,286.85 | 0078 | $117.820000 | $-151,615.38 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE09804600639 | Fed/State Project Number | ADP 80-6 (26) NON | Category | 0020 BRIDGE NON PARTICIPAPTING | |||||||
| 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 | |
| 8000 | BRIDGE @ MP 0.45 | 22394NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 67,000.00 | 67,000.00 | |||
| 8001 | BRIDGE @ MP 0.75 | 22394NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 61,000.00 | 61,000.00 | |||
| SUBTOT | $0.00 |
$22,237,194.29 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||