|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/09/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 079022 | Estimate Number | 0088 | Estimate Type FINAL | |||
| District Office | PADUCAH (01360) Oliver, Michael R. | ||||||
| Contractor | ROGERS GROUP INC | ADDR SN 1 VC Code VC0000026400 | |||||
| PO BOX 1045 | |||||||
| HOPKINSVILLE , KY , 42241 | |||||||
| Pay Period | 04/05/2014 TO 02/20/2015 | ||||||
| Date Approved | 02/23/2015 | ||||||
| Primary Proj Number | DB11100687022 | ||||||
| Project No. | FD52 111 0068 000-009 | ||||||
| Primary County | TRIGG | ||||||
| Name of Road | DESIGN BUILD CADIZ-AURORA ROAD (US 68 / KY 80) -ARRA 0801075 | ||||||
| Description | US 68/ KY 80 FROM THE EAST END OF KY LAKE PART ARRA 0801075 BRIDGE TO THE WEST END OF LAKE BARKLEY BRIDGE DESIGN BUILD | ||||||
| Date Let | 03/23/2007 | Formal Acceptance | 12/03/2013 | ||||
| Date Awarded | 05/10/2007 | Date Work Began | 05/30/2007 | ||||
| Date Contract Executed | 05/30/2007 | Open To Traffic | 11/30/2010 | ||||
| Date NTP Issued | 05/30/2007 | Actual Completion Date | 11/30/2010 | ||||
| Current Contract Amount | $52,600,854.47 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $50,283,912.92 |
Total Earnings | $52,493,708.86 |
$51,524,767.31 |
$968,941.55 |
|
| Percent Complete | 99.80 |
Stockpiled Materials | $-0.01 |
$-0.01 |
$0.00 |
|
| Funds Available | $107,145.62 |
Gross Earnings | $52,493,708.85 |
$51,524,767.30 |
$968,941.55 |
|
| Total Change Orders | $2,316,941.55 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $52,493,708.85 |
$51,524,767.30 |
$968,941.55 |
|||
| Contract Id | 079022 | Change Order Summary |
County | TRIGG | ||||||
| Estimate Nbr | 0088 | Project Number | FD52 111 0068 000-009 | |||||||
| Contractor | ROGERS GROUP INC | Period | 04/05/2014 TO 02/20/2015 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Utilities Conduit and Trench also Bike Path Con/Span-REVISED | Approved | 04/04/2008 | $715,081.37 | 52.0 | |||||
| 002 | Time Extension, Utility Conduit, Asphalt Base III & IBCF | Approved | 12/03/2008 | $123,474.20 | 380.0 | |||||
| 003 | Funding Change to Reovery Act Funds | Approved | 06/02/2009 | $0.00 | 0.0 | |||||
| 004 | ARRA Signs | Approved | 09/18/2009 | $8,575.60 | 0.0 | |||||
| 005 | Inclusing of FHWA 1273 contract requirements | Approved | 03/26/2010 | $0.00 | 0.0 | |||||
| 006 | New Prevailing Wage Rate | Approved | 08/23/2010 | $130,864.07 | 0.0 | |||||
| 007 | Items for Fenton Entrance | Approved | 12/08/2010 | $60,891.23 | 0.0 | |||||
| 008 | Adjusted Time from CO #2 | Approved | 12/27/2010 | $0.00 | 432.0 | |||||
| 009 | Project Wage Rate Adjustment (Jan 1, 2010-August 31, 2010) | Approved | 04/05/2011 | $159,165.28 | 0.0 | |||||
| 010 | Project Wage Rate Adjustment (Sept 1, 2010-Dec 31, 2010) | Approved | 06/29/2011 | $76,860.99 | 0.0 | |||||
| 011 | Liquidated Damages Override | Approved | 06/30/2011 | $0.00 | 0.0 | |||||
| 012 | Project Wage Rate Adjustment (01/01/11 to 04/30/11) | Approved | 11/07/2011 | $48.60 | 432.0 | |||||
| 013 | Project Wage Rate Adjustment (May 1, 2011-August 31, 2011) | Approved | 11/09/2011 | $2,095.34 | 0.0 | |||||
| 014 | Project Wage Rage Adjustment (Sept. 1, 2011-April 30, 2012) | Approved | 06/19/2012 | $1,678.73 | 0.0 | |||||
| 015 | Project Wage Rate Adjustment Sept. 1, 2012 to Dec. 31, 2012 | Approved | 02/18/2013 | $127.58 | 0.0 | |||||
| 016 | Fuel & Asphalt Adjustment | Approved | 04/02/2013 | $1,038,078.56 | 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 |
||
| DB11100687022 | 8029 | EW~ | OTHER | 0081 | 0.00 |
$0.00 |
$364,529.25 |
||
| DB11100687022 | 8030 | EW~ | OTHER | 0081 | 0.00 |
$0.00 |
$-364,529.25 |
||
| DB11100687022 | 8029 | EW~ | OTHER | 0086 | 0.00 |
$0.00 |
$-364,529.25 |
||
| DB11100687022 | 8030 | EW~ | OTHER | 0086 | 0.00 |
$0.00 |
$364,529.25 |
||
| Contract Id | 079022 | COMMONWEALTH OF KENTUCKY |
County | TRIGG | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DB11100687022 | |||||||
| Estimate Nbr | 0088 | Period | 04/05/2014 TO 02/20/2015 | |||||||
| Contractor | ROGERS GROUP INC | |||||||||
| Project | DB11100687022 | Fed/State Project Number | FD52 111 0068 000-009 | 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 FISHING JETTY | 00001 | TON | 153.00 | 153.000 | 153.000 | 153.000 | 15.24 | 2,331.72 | |||
| 0020 | DGA BASE MAINLINE | 00001 | TON | 83,848.00 | 83,848.000 | 83,848.000 | 83,848.000 | 14.89 | 1,248,496.72 | |||
| 0030 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 66,373.00 | 66,373.000 | 66,373.000 | 66,373.000 | 39.94 | 2,650,937.62 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 308.00 | 308.000 | 308.000 | 308.000 | 54.32 | 16,730.56 | |||
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 156,328.00 | 6,328.000 | 6,328.000 | 6,328.000 | 41.62 | 263,371.36 | |||
| 0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 23,440.00 | 1.000 | -1.000 | 1.000 | 0.000 | 49.98 | -49.98 | 0.00 | |
| 0070 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 23,440.00 | 23,440.000 | 23,440.000 | 23,440.000 | 1.09 | 25,549.60 | |||
| 0080 | CULVERT PIPE-15 INCH | 00461 | LF | 71.00 | 71.000 | 71.000 | 71.000 | 54.32 | 3,856.72 | |||
| 0090 | CULVERT PIPE-18 INCH | 00462 | LF | 2,345.00 | 2,916.000 | 2,916.000 | 2,916.000 | 49.97 | 145,712.52 | |||
| 0100 | CULVERT PIPE-24 INCH | 00464 | LF | 1,906.00 | 1,906.000 | 1,906.000 | 1,906.000 | 56.49 | 107,669.94 | |||
| 0110 | CULVERT PIPE-30 INCH | 00466 | LF | 1,472.00 | 1,472.000 | 1,472.000 | 1,472.000 | 67.35 | 99,139.20 | |||
| 0120 | CULVERT PIPE-36 INCH | 00468 | LF | 809.00 | 809.000 | 809.000 | 809.000 | 86.90 | 70,302.10 | |||
| 0130 | CULVERT PIPE-42 INCH | 00469 | LF | 590.00 | 602.000 | 602.000 | 602.000 | 108.63 | 65,395.26 | |||
| 0140 | CULVERT PIPE-48 INCH | 00470 | LF | 355.00 | 355.000 | 355.000 | 355.000 | 135.79 | 48,205.45 | |||
| 0150 | STORM SEWER PIPE-15 INCH | 00521 | LF | 200.00 | 200.000 | 200.000 | 200.000 | 32.59 | 6,518.00 | |||
| 0160 | STORM SEWER PIPE-18 INCH | 00522 | LF | 1,221.00 | 1,221.000 | 1,221.000 | 1,221.000 | 38.02 | 46,422.42 | |||
| 0170 | STORM SEWER PIPE-24 INCH | 00524 | LF | 81.00 | 81.000 | 81.000 | 81.000 | 52.14 | 4,223.34 | |||
| 0180 | STORM SEWER PIPE-30 INCH | 00526 | LF | 1,280.00 | 1,280.000 | 1,280.000 | 1,280.000 | 56.49 | 72,307.20 | |||
| 0190 | STORM SEWER PIPE-42 INCH | 00529 | LF | 370.00 | 370.000 | 370.000 | 370.000 | 92.34 | 34,165.80 | |||
| 0200 | STORM SEWER PIPE-48 INCH | 00530 | LF | 118.00 | 118.000 | 118.000 | 118.000 | 110.80 | 13,074.40 | |||
| 0210 | STORM SEWER PIPE-54 INCH | 00531 | LF | 135.00 | 135.000 | 135.000 | 135.000 | 217.26 | 29,330.10 | |||
| 0220 | PERFORATED PIPE-4 INCH | 01000 | LF | 116,094.00 | 116,094.000 | 116,094.000 | 116,094.000 | 5.43 | 630,390.42 | |||
| 0230 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 5,177.00 | 5,177.000 | 5,177.000 | 5,177.000 | 16.30 | 84,385.10 | |||
| 0240 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 104.00 | 104.000 | 104.000 | 104.000 | 543.16 | 56,488.64 | |||
| 0250 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 554.02 | 8,310.30 | |||
| 0260 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 116.00 | 116.000 | 116.000 | 116.000 | 564.89 | 65,527.24 | |||
| 0270 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 73.00 | 73.000 | 73.000 | 73.000 | 575.75 | 42,029.75 | |||
| 0280 | REMOVE PIPE | 01310 | LF | 3,054.00 | 3,054.000 | 3,054.000 | 3,054.000 | 6.52 | 19,912.08 | |||
| 0290 | METAL END SECTION TY 1-15 INCH | 01370 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,048.28 | 2,096.56 | |||
| 0300 | METAL END SECTION TY 1-18 INCH | 01371 | EACH | 25.00 | 25.000 | 25.000 | 25.000 | 1,303.58 | 32,589.50 | |||
| 0310 | METAL END SECTION TY 1-24 INCH | 01373 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,629.47 | 8,147.35 | |||
| 0320 | METAL END SECTION TY 1-30 INCH | 01374 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,041.67 | 6,083.34 | |||
| 0330 | METAL END SECTION TY 3-18 INCH | 01391 | EACH | 11.00 | 16.000 | 16.000 | 16.000 | 977.68 | 15,642.88 | |||
| 0340 | METAL END SECTION TY 3-24 INCH | 01393 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 1,086.31 | 11,949.41 | |||
| 0350 | METAL END SECTION TY 3-30 INCH | 01394 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 2,552.82 | 33,186.66 | |||
| 0360 | METAL END SECTION TY 3-36 INCH | 01395 | EACH | 7.00 | 6.000 | 6.000 | 6.000 | 3,041.67 | 18,250.02 | |||
| 0370 | METAL END SECTION TY 3-42 INCH | 01396 | EACH | 9.00 | 8.000 | 8.000 | 8.000 | 4,345.23 | 34,761.84 | |||
| 0380 | METAL END SECTION TY 3-48 INCH | 01397 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 4,779.76 | 43,017.84 | |||
| 0390 | METAL END SECTION TY 4-18 INCH | 01411 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,303.58 | 1,303.58 | |||
| 0400 | METAL END SECTION TY 4-24 INCH | 01413 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,520.83 | 1,520.83 | |||
| 0410 | METAL END SECTION TY 4-30 INCH | 01414 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,041.67 | 3,041.67 | |||
| 0420 | METAL END SECTION TY 4-42 INCH | 01416 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,562.50 | 9,125.00 | |||
| 0430 | METAL END SECTION TY 4-48 INCH | 01417 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,083.34 | 6,083.34 | |||
| 0440 | CURB BOX INLET TYPE B | 01480 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 4,779.76 | 33,458.32 | |||
| 0450 | DROP BOX INLET TYPE 1 | 01490 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 4,888.40 | 39,107.20 | |||
| 0460 | DROP BOX INLET TYPE 5B | 01505 | EACH | 30.00 | 32.000 | 32.000 | 32.000 | 5,431.55 | 173,809.60 | |||
| 0470 | DROP BOX INLET TYPE 7 | 01538 | EACH | 5.00 | 6.000 | 6.000 | 6.000 | 7,821.43 | 46,928.58 | |||
| 0480 | JUNCTION BOX-18 INCH | 01642 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,738.09 | 1,738.09 | |||
| 0490 | REMOVE CATCH BASIN | 01706 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 380.20 | 760.40 | |||
| 0500 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | EACH | 26.00 | 26.000 | 26.000 | 26.000 | 162.94 | 4,236.44 | |||
| 0510 | REMOVE PAVEMENT | 02091 | SQYD | 20,963.00 | 20,963.000 | 20,963.000 | 20,963.000 | 6.52 | 136,678.76 | |||
| 0520 | TEMPORARY DITCH | 02159 | LF | 15,145.00 | 15,145.000 | 15,145.000 | 15,145.000 | 3.26 | 49,372.70 | |||
| 0530 | ROADWAY EXCAVATION | 02200 | CUYD | 1,200,942.00 | 1,201,501.000 | 1,201,501.000 | 1,201,501.000 | 5.38 | 6,464,075.38 | |||
| 0540 | GRANULAR EMBANKMENT | 02223 | CUYD | 120,094.00 | 120,094.000 | 120,094.000 | 120,094.000 | 11.41 | 1,370,272.54 | |||
| 0550 | BACKFILLING UNDERCUT | 02235 | CUYD | 120,094.00 | 120,094.000 | 120,094.000 | 120,094.000 | 6.25 | 750,587.50 | |||
| 0560 | WATER | 02242 | MGAL | 8,041.00 | 8,041.000 | 8,041.000 | 8,041.000 | 0.01 | 80.41 | |||
| 0570 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 30,046.00 | 30,046.000 | 30,046.000 | 30,046.000 | 20.21 | 607,229.66 | |||
| 0580 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 9,425.00 | 9,425.000 | 9,425.000 | 9,425.000 | 30.41 | 286,614.25 | |||
| 0590 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 66.24 | 132.48 | |||
| 0600 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 3,299.12 | 36,290.32 | |||
| 0610 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,789.43 | 13,578.86 | |||
| 0620 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 47.00 | 47.000 | 47.000 | 47.000 | 3,076.43 | 144,592.21 | |||
| 0630 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 57.00 | 57.000 | 57.000 | 57.000 | 950.52 | 54,179.64 | |||
| 0640 | REMOVE GUARDRAIL | 02381 | LF | 5,940.00 | 5,940.000 | 5,940.000 | 5,940.000 | 1.38 | 8,197.20 | |||
| 0650 | REMOVE GUARDRAIL | 02381 | LF | 5,940.00 | 5,940.000 | 5,940.000 | 5,940.000 | 1.38 | 8,197.20 | |||
| 0660 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 749.55 | 5,996.40 | |||
| 0670 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 526.00 | 526.000 | 526.000 | 526.000 | 87.99 | 46,282.74 | |||
| 0680 | CHANNEL LINING CLASS III | 02484 | TON | 3,249.00 | 3,272.000 | 3,272.000 | 3,272.000 | 27.15 | 88,834.80 | |||
| 0690 | CLEARING AND GRUBBING ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 271,577.37 | 271,577.37 | |||
| 0700 | CONCRETE-CLASS B | 02555 | CUYD | 233.00 | 233.000 | 233.000 | 233.000 | 586.61 | 136,680.13 | |||
| 0710 | SIGNS PARK | 02562 | SQFT | 1.00 | 1.000 | 1.000 | 1.000 | 56,522.86 | 56,522.86 | |||
| 0720 | SIGNS TEMPORARY | 02562 | SQFT | 390.00 | 390.000 | 390.000 | 390.000 | 25.92 | 10,108.80 | |||
| 0730 | EDGE KEY | 02585 | LF | 310.00 | 310.000 | 310.000 | 310.000 | 38.02 | 11,786.20 | |||
| 0740 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 42,700.00 | 42,700.000 | 42,700.000 | 42,700.000 | 2.17 | 92,659.00 | |||
| 0750 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 385,000.00 | 385,000.000 | 385,000.000 | 385,000.000 | 2.34 | 900,900.00 | |||
| 0760 | HANDRAIL-TYPE A | 02619 | LF | 7,426.00 | 7,426.000 | 7,426.000 | 7,426.000 | 51.84 | 384,963.84 | |||
| 0770 | REMOVE HEADWALL | 02625 | EACH | 69.00 | 69.000 | 69.000 | 69.000 | 217.26 | 14,990.94 | |||
| 0780 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 33,345.54 | 33,345.54 | |||
| 0790 | DIVERSIONS (BY-PASS DETOURS) #1 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,639.88 | 20,639.88 | |||
| 0800 | DIVERSIONS (BY-PASS DETOURS) #2 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,639.88 | 20,639.88 | |||
| 0810 | DIVERSIONS (BY-PASS DETOURS) #3 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,639.88 | 20,639.88 | |||
| 0820 | LANE CLOSURE | 02653 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 621.52 | 12,430.40 | |||
| 0830 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 23,563.51 | 94,254.04 | |||
| 0840 | TEMPORARY SILT FENCE | 02701 | LF | 31,786.00 | 31,786.000 | 31,786.000 | 31,786.000 | 2.72 | 86,457.92 | |||
| 0850 | SILT TRAP TYPE A | 02703 | EACH | 221.00 | 221.000 | 221.000 | 221.000 | 380.20 | 84,024.20 | |||
| 0860 | SILT TRAP TYPE B | 02704 | EACH | 221.00 | 221.000 | 221.000 | 221.000 | 271.58 | 60,019.18 | |||
| 0870 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1,326.00 | 1,326.000 | 1,326.000 | 1,326.000 | 27.15 | 36,000.90 | |||
| 0880 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1,326.00 | 1,326.000 | 1,326.000 | 1,326.000 | 27.15 | 36,000.90 | |||
| 0890 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 508,576.00 | 508,576.000 | 508,576.000 | 508,576.000 | 0.22 | 111,886.72 | |||
| 0900 | SEDIMENTATION BASIN | 02711 | CUYD | 12.00 | 12.000 | 12.000 | 12.000 | 10,863.11 | 130,357.32 | |||
| 0910 | CLEAN SEDIMENTATION BASIN | 02712 | CUYD | 12.00 | 12.000 | 12.000 | 12.000 | 2,172.62 | 26,071.44 | |||
| 0920 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 271,577.37 | 271,577.37 | |||
| 0930 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,924.04 | 11,848.08 | |||
| 0940 | EROSION CONTROL BLANKET HP-TRM | 05950 | SQYD | 1,271.00 | 1,271.000 | 1,271.000 | 1,271.000 | 19.04 | 24,199.84 | |||
| 0950 | EROSION CONTROL BLANKET SLOPE PROTECTION | 05950 | SQYD | 23,581.00 | 23,581.000 | 23,581.000 | 23,581.000 | 5.56 | 131,110.36 | |||
| 0960 | EROSION CONTROL BLANKET TEMPORARY | 05950 | SQYD | 48,193.00 | 48,193.000 | 48,193.000 | 48,193.000 | 1.38 | 66,506.34 | |||
| 0970 | EROSION CONTROL BLANKET TRM C-35 | 05950 | SQYD | 39,842.00 | 39,842.000 | 39,842.000 | 39,842.000 | 5.56 | 221,521.52 | |||
| 0980 | EROSION CONTROL BLANKET TRM C-45 | 05950 | SQYD | 14,794.00 | 14,794.000 | 14,794.000 | 14,794.000 | 5.91 | 87,432.54 | |||
| 0990 | TEMPORARY MULCH | 05952 | SQYD | 1,070,044.00 | 1,070,044.000 | 1,070,044.000 | 1,070,044.000 | 0.18 | 192,607.92 | |||
| 1000 | TOPDRESSING FERTILIZER | 05966 | TON | 30.00 | 30.000 | 30.000 | 30.000 | 597.47 | 17,924.10 | |||
| 1010 | SEEDING AND PROTECTION MIXTURE A | 05985 | SQYD | 657,750.00 | 657,750.000 | 657,750.000 | 657,750.000 | 0.52 | 342,030.00 | |||
| 1020 | SEEDING AND PROTECTION MIXTURE B | 05985 | SQYD | 219,250.00 | 219,250.000 | 219,250.000 | 219,250.000 | 0.36 | 78,930.00 | |||
| 1030 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 92,000.00 | 92,000.000 | 92,000.000 | 92,000.000 | 0.20 | 18,400.00 | |||
| 1040 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 253,873.00 | 253,873.000 | 253,873.000 | 253,873.000 | 0.23 | 58,390.79 | |||
| 1050 | PAVE STRIPING-THERMO-12 INCH W | 06546 | LF | 1,322.00 | 1,322.000 | 1,322.000 | 1,322.000 | 1.79 | 2,366.38 | |||
| 1060 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 5,280.00 | 5,280.000 | 5,280.000 | 5,280.000 | 1.66 | 8,764.80 | |||
| 1070 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,600.00 | 2,600.000 | 2,600.000 | 2,600.000 | 1.66 | 4,316.00 | |||
| 1080 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 12,480.00 | 12,480.000 | 12,480.000 | 12,480.000 | 1.79 | 22,339.20 | |||
| 1090 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 119.49 | 2,867.76 | |||
| 1100 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 142.00 | 142.000 | 142.000 | 142.000 | 7.88 | 1,118.96 | |||
| 1110 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 50.00 | 50.000 | 50.000 | 50.000 | 22.54 | 1,127.00 | |||
| 1120 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 1,034.00 | 1,034.000 | 1,034.000 | 1,034.000 | 22.54 | 23,306.36 | |||
| 1130 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 28,417.00 | 28,417.000 | 28,417.000 | 28,417.000 | 26.07 | 740,831.19 | |||
| 1140 | CONCRETE-CLASS A | 08100 | CUYD | 94.00 | 94.000 | 94.000 | 94.000 | 2,552.82 | 239,965.08 | |||
| 1150 | STEEL REINFORCEMENT | 08150 | LB | 6,116.00 | 6,116.000 | 6,116.000 | 6,116.000 | 1.36 | 8,317.76 | |||
| 1160 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 20,096.73 | 20,096.73 | |||
| 1170 | SILT TRAP TYPE C | 20496NS843 | EACH | 40.00 | 40.000 | 40.000 | 40.000 | 271.58 | 10,863.20 | |||
| 1180 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 240.00 | 240.000 | 240.000 | 240.000 | 27.15 | 6,516.00 | |||
| 1190 | MOWING OF SLOPES | 20527EC | ACRE | 350.00 | 350.000 | 350.000 | 350.000 | 33.67 | 11,784.50 | |||
| 1200 | INSTALL PROJECT ID SIGN (72 IN X 120 IN) | 21132NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 108.63 | 217.26 | |||
| 1210 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 20,227.00 | 20,227.000 | 20,227.000 | 20,227.000 | 2.17 | 43,892.59 | |||
| 1220 | CONTRACTOR QAS | 21539NN11A | LS | 1.00 | 1.000 | 1.000 | 1.000 | 384,744.38 | 384,744.38 | |||
| 1230 | EMBANKMENT ROCK | 21553EN | CUYD | 61,861.00 | 61,861.000 | 61,861.000 | 61,861.000 | 23.90 | 1,478,477.90 | |||
| 1240 | RELOCATE TRAFFIC COUNTER | 22374ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 23,898.81 | 71,696.43 | |||
| 8019 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 1,678.730 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8023 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 857,621.340 | 33,281.430 | 836,621.340 | 869,902.770 | 1.00 | 33,281.43 | 869,902.77 | |
| 8024 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 134,624.960 | -4,427.020 | 113,624.960 | 109,197.940 | 1.00 | -4,427.02 | 109,197.94 | |
| 8025 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 108,832.260 | 87,832.256 | 87,832.256 | 1.00 | 87,832.25 | |||
| 8026 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 0.00 | 150,000.000 | 150,000.000 | 150,000.000 | 41.62 | 6,243,000.00 | |||
| 8027 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 0.00 | 23,439.000 | 23,439.000 | 23,439.000 | 49.98 | 1,171,481.22 | |||
| 8031 | INSTALL SIGN AMERICAN RECOVERY AND REINVESTMENT ACT SIGNS | 09507 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 4,287.80 | 8,575.60 | |||
| 8032 | DROP BOX INLET TYPE 5B MOD | 01506 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,850.00 | 3,850.00 | |||
| 8033 | PROJECT WAGE RATE ADJUSTMENT (January 1, 2010-April 30, 2010) | 10035NS | DOLL | 0.00 | 66,979.870 | 66,979.870 | 66,979.870 | 1.00 | 66,979.87 | |||
| 8034 | PROJECT WAGE RATE ADJUSTMENT (May 1, 2010-August 31, 2010) | 10035NS | DOLL | 0.00 | 92,185.410 | 92,185.410 | 92,185.410 | 1.00 | 92,185.41 | |||
| 8035 | PROJECT WAGE RATE ADJUSTMENT (September 1, 2010-December 31, 2010) | 10035NS | DOLL | 0.00 | 76,860.990 | 76,860.990 | 76,860.990 | 1.00 | 76,860.99 | |||
| 8036 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | -69,000.000 | -69,000.000 | 1.00 | -69,000.00 | |||
| 8037 | PROJECT WAGE RATE ADJUSTMENT (January 1, 2011-April 30, 2011) | 10035NS | DOLL | 0.00 | 48.600 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8038 | PROJECT WAGE RATE ADJUSTMENT (May 1, 2011-August 31, 2011) | 10035NS | DOLL | 0.00 | 2,095.340 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8048 | PROJECT WAGE RATE ADJUSTMENT Sept. 1, 2012-Dec. 31, 2012 | 10035NS | DOLL | 0.00 | 127.580 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DB11100687022 | Fed/State Project Number | FD52 111 0068 000-009 | Category | 0002 BRIDGE | |||||||
| 1250 | FLOWABLE FILL | 02220 | CUYD | 514.00 | 514.000 | 514.000 | 514.000 | 126.11 | 64,820.54 | |||
| 1260 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 155,312.17 | 155,312.17 | |||
| 1270 | MASONRY COATING | 02998 | SQYD | 1,945.00 | 1,945.000 | 1,945.000 | 1,945.000 | 12.70 | 24,701.50 | |||
| 1280 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 100.00 | 100.000 | 100.000 | 100.000 | 918.87 | 91,887.00 | |||
| 1290 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 421.00 | 421.000 | 421.000 | 421.000 | 67.09 | 28,244.89 | |||
| 1310 | CONCRETE-CLASS AA | 08104 | CUYD | 1,786.00 | 1,786.000 | 1,786.000 | 1,786.000 | 761.08 | 1,359,288.88 | |||
| 1330 | STEEL REINF-EPOXY COATED | 08151 | LB | 393,120.00 | 393,120.000 | 393,120.000 | 393,120.000 | 1.22 | 479,606.40 | |||
| 1340 | STRUCTURAL STEEL LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 290,148.36 | 290,148.36 | |||
| 1350 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 3,543.00 | 3,543.000 | 3,543.000 | 3,543.000 | 209.25 | 741,372.75 | |||
| 1360 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,516.00 | 1,516.000 | 1,516.000 | 1,516.000 | 248.87 | 377,286.92 | |||
| 1370 | EXCAVATION | 21554EN | CUYD | 333,812.00 | 333,812.000 | 333,812.000 | 333,812.000 | 6.52 | 2,176,454.24 | |||
| 1380 | STEEL H PILES | 22376EN | LF | 11,320.00 | 11,320.000 | 11,320.000 | 11,320.000 | 62.06 | 702,519.20 | |||
| 1390 | REINFORCED CONC SLOPE WALL | 22377EN | SQYD | 535.00 | 535.000 | 535.000 | 535.000 | 58.20 | 31,137.00 | |||
| 1400 | 3-SIDED MULTI-PLATE STRUCTURE 12 X 3 | 22378EN | LF | 75.00 | 75.000 | 75.000 | 75.000 | 1,218.31 | 91,373.25 | |||
| 1410 | 3-SIDED MULTI-PLATE STRUCTURE 12 X 4 | 22378EN | LF | 144.00 | 144.000 | 144.000 | 144.000 | 1,330.39 | 191,576.16 | |||
| 1420 | 3-SIDED MULTI-PLATE STRUCTURE 12 X 5 | 22378EN | LF | 168.00 | 168.000 | 168.000 | 168.000 | 1,302.07 | 218,747.76 | |||
| 1430 | 3-SIDED MULTI-PLATE STRUCTURE 12 X 6 | 22378EN | LF | 126.00 | 126.000 | 126.000 | 126.000 | 1,490.08 | 187,750.08 | |||
| 1440 | 3-SIDED MULTI-PLATE STRUCTURE 14 X 7 | 22378EN | LF | 102.00 | 102.000 | 102.000 | 102.000 | 1,664.56 | 169,785.12 | |||
| 2170 | CONCRETE-CLASS A | 08100 | CUYD | 1,936.00 | 1,936.000 | 1,936.000 | 1,936.000 | 1,183.75 | 2,291,740.00 | |||
| 2180 | STEEL REINFORCEMENT | 08150 | LB | 314,434.00 | 314,434.000 | 314,434.000 | 314,434.000 | 1.31 | 411,908.54 | |||
| 8021 | BOX CULVERT DEDUCTION 3062+22 | 22832NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | -270,095.97 | -270,095.97 | |||
| 8022 | BOX CULVERT DEDUCTION 3084+35 | 22832NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | -162,672.50 | -162,672.50 | |||
| Project | DB11100687022 | Fed/State Project Number | FD52 111 0068 000-009 | Category | 0003 INTERCHANGE US 68 & KY80 | |||||||
| 2230 | INTERCHANGE- US 68 AND KY 68 | 22536NN | LS | 1.00 | 0.000 | 0.000 | 0.000 | 1,904,976.90 | 0.00 | |||
| 8020 | INTERCHANGE- US 68 AND KY 68 REVISED (REMOVED PED WAY) | 22536NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,756,554.44 | 1,756,554.44 | |||
| Project | DB11100687022 | Fed/State Project Number | FD52 111 0068 000-009 | Category | 0008 BICYCLE & PED TRAIL | |||||||
| 2220 | BICYCLE AND PEDESTRIAN TRAIL | 22535NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 348,122.00 | 348,122.00 | |||
| 8004 | CONSPAN 12 FT X 10 FT EASTBOUND BIKE PATH | 22393NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 241,920.00 | 241,920.00 | |||
| 8005 | CONSPAN 12 FT X 10 FT WESTBOUND BIKE PATH | 22393NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 209,440.00 | 209,440.00 | |||
| 8006 | CL2 ASPH SURF 0.38D PG64-22 BIKE PATH | 00301 | TON | 0.00 | 81.000 | 81.000 | 81.000 | 100.00 | 8,100.00 | |||
| 8007 | D G A BASE BIKE PATH | 00001 | TON | 0.00 | 178.000 | 178.000 | 178.000 | 35.00 | 6,230.00 | |||
| 8008 | CULVERT PIPE-18 INCH BIKE PATH | 00462 | LF | 0.00 | 70.000 | 70.000 | 70.000 | 56.49 | 3,954.30 | |||
| 8009 | CULVERT PIPE-30 INCH BIKE PATH | 00466 | LF | 0.00 | 12.000 | 12.000 | 12.000 | 76.04 | 912.48 | |||
| 8010 | CULVERT PIPE-36 INCH BIKE PATH | 00468 | LF | 0.00 | 24.000 | 24.000 | 24.000 | 86.90 | 2,085.60 | |||
| 8011 | CULVERT PIPE-42 INCH BIKE PATH | 00469 | LF | 0.00 | 24.000 | 24.000 | 24.000 | 108.63 | 2,607.12 | |||
| 8012 | METAL END SECTION TY 1-18 INCH BIKE PATH | 01371 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,303.58 | 2,607.16 | |||
| 8013 | DROP BOX INLET TYPE 7 BIKE PATH | 01538 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 7,821.43 | 7,821.43 | |||
| 8014 | GUARDRAIL-STEEL W BEAM-S FACE BIKE PATH | 02351 | LF | 0.00 | 730.000 | 730.000 | 730.000 | 20.21 | 14,753.30 | |||
| 8015 | GUARDRAIL END TREATMENT TYPE 1 BIKE PATH | 02367 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,076.48 | 6,152.96 | |||
| 8016 | GUARDRAIL END TREATMENT TYPE 2A BIKE PATH | 02369 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 950.52 | 1,901.04 | |||
| 8017 | GUARDRAIL TERMINAL SECTION NO 1 BIKE PATH | 02360 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 66.24 | 66.24 | |||
| 8018 | EROSION CONTROL BLANKET PERM CON TECH TRM C-35 BIKE PATH | 05950 | SQYD | 0.00 | 520.000 | 520.000 | 520.000 | 5.56 | 2,891.20 | |||
| Project | DB11100687022 | Fed/State Project Number | FD52 111 0068 000-009 | Category | 0011 DEMOBILIZATION & MOBILIZATION | |||||||
| 2200 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,320,818.49 | 1,320,818.49 | |||
| 2210 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 1,253,516.16 | 940,137.12 | 1,253,516.16 | |
| Project | DB11100687022 | Fed/State Project Number | FD52 111 0068 000-009 | Category | 0012 DESIGN, PUB IN, RW ACQ, UTIL REL, ENVIR WK, LANDS, SIGN PLAN | |||||||
| 1761 | DESIGN | 21512NS | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,476,897.00 | 3,476,897.00 | |||
| 1762 | PUBLIC INVOLVEMENT PLAN | 22511NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 169,441.00 | 169,441.00 | |||
| 1763 | RIGHT OF WAY ACQUISITION SERVICES | 22010NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 1764 | UTILITY RELOCATION SERVICES | 22011NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,343.00 | 35,343.00 | |||
| 1765 | WETLAND MITIGATION | 20234MD | LS | 1.00 | 1.000 | 1.000 | 1.000 | 84,000.00 | 84,000.00 | |||
| 1766 | STREAM MITIGATION | 22512NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 216,400.00 | 216,400.00 | |||
| 1767 | LANDSCAPE PLANS | 22513NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 300,000.00 | 300,000.00 | |||
| 8028 | EW~ IBCF Payment for DBT | 10098NX | DOLL | 0.00 | -9,285.300 | -9,285.300 | -9,285.300 | 1.00 | -9,285.30 | |||
| Project | DB11100687022 | Fed/State Project Number | FD52 111 0068 000-009 | Category | 0014 UTILITY CONDUITS (FD04 FUND) | |||||||
| 8100 | PVC CONDUIT-4 IN PARALLEL ELECTRIC & TELEPHONE | 21729EN | LF | 0.00 | 27,064.000 | 27,064.000 | 27,064.000 | 19.63 | 531,266.32 | |||
| 8101 | PVC CONDUIT-4 IN SIGNLE CONDUIT IN TRENCH | 21729EN | LF | 0.00 | 19,809.000 | 19,809.000 | 19,809.000 | 12.45 | 246,622.05 | |||
| 8102 | 8IN STEEL ENCASEMENT PIPE UTILITY RELOCATION | 20777ED | LF | 0.00 | 910.000 | 910.000 | 910.000 | 79.85 | 72,663.50 | |||
| 8103 | EW~ TELEPHONE LINE REMOVAL | 10094NX | EACH | 0.00 | 50.000 | 50.000 | 50.000 | 228.48 | 11,424.00 | |||
| Project | DB11100687022 | Fed/State Project Number | FD52 111 0068 000-009 | Category | 0015 STATE FUND FD04 | |||||||
| 8029 | EW~ FD04 FUNDS | 10098NX | DOLL | 0.00 | -30,000,000.000 | -30,000,000.000 | -30,000,000.000 | 1.00 | -30,000,000.00 | |||
| 8200 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 130,864.070 | 130,864.070 | 130,864.070 | 1.00 | 130,864.07 | |||
| Project | DB11100687022 | Fed/State Project Number | FD52 111 0068 000-009 | Category | 0016 RECOVERY ACT FUNDS FUNCTION FD52 FUND 12TS ARRA 080175 | |||||||
| 8030 | EW~ RECOVERY ACT FUNDS 12TS | 10098NX | DOLL | 0.00 | 30,000,000.000 | 30,000,000.000 | 30,000,000.000 | 1.00 | 30,000,000.00 | |||
| SUBTOT | $968,941.55 |
$52,493,708.64 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1380-1-0I |
Piling | LF |
4,050.00 | 0014 | $37.83658 | $145,576.24 | ||||||
1380-1-0A |
Piling | LF |
653.00 | 0014 | $37.836580 | $-23,471.92 | ||||||
1380-1-0A |
Piling | LF |
834.40 | 0027 | $37.836580 | $-29,992.30 | ||||||
1380-1-0A |
Piling | LF |
542.90 | 0028 | $37.836580 | $-19,514.41 | ||||||
1380-1-0A |
Piling | LF |
212.00 | 0030 | $37.836580 | $-7,620.29 | ||||||
1380-1-0A |
Piling | LF |
736.00 | 0047 | $37.836580 | $-26,455.34 | ||||||
1380-1-0A |
Piling | LF |
1,071.70 | 0049 | $37.836580 | $-38,521.99 | ||||||
| SUBTOT | $-0.01 |
|||||||||||