|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/18/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 069004 | Estimate Number | 0072 | Estimate Type FINAL | |||
| District Office | ELIZABETHTOWN (04320) Carrico, Travis E. | ||||||
| Contractor | NALLY & HAYDON SURFACING LLC | ADDR SN 0 VC Code VC0000103032 | |||||
| 40 LUCKNOW COURT | |||||||
| BARDSTOWN , KY , 40004-2113 | |||||||
| Pay Period | 04/01/2014 TO 06/04/2014 | ||||||
| Date Approved | 07/18/2014 | ||||||
| Primary Proj Number | DB10900550602 | ||||||
| Project No. | FD04 109 055 008-011, FD04 109 0210 015-017 | ||||||
| Primary County | TAYLOR | ||||||
| Name of Road | DESIGN BUILD KY 55 AND 210 | ||||||
| Description | DB - EXPAND TO FOUR LANES OR PRIORITY SECTION OF HWY 55 AND HWY 555 HEARTLAND PARKWAY | ||||||
| Date Let | 12/08/2006 | Formal Acceptance | 10/31/2012 | ||||
| Date Awarded | 01/26/2007 | Date Work Began | 03/22/2007 | ||||
| Date Contract Executed | 03/15/2007 | Open To Traffic | 08/16/2011 | ||||
| Date NTP Issued | 03/15/2007 | Actual Completion Date | 08/16/2011 | ||||
| Current Contract Amount | $18,985,399.68 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $18,727,442.97 |
Total Earnings | $18,971,942.24 |
$18,828,640.55 |
$143,301.69 |
|
| Percent Complete | 99.86 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $27,139.60 |
Gross Earnings | $18,971,942.24 |
$18,828,640.55 |
$143,301.69 |
|
| Total Change Orders | $257,956.71 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $18,958,260.08 |
$18,814,958.39 |
$143,301.69 |
|||
| Contract Id | 069004 | Change Order Summary |
County | TAYLOR | ||||||
| Estimate Nbr | 0072 | Project Number | FD04 109 055 008-011, FD04 109 0210 015-017 | |||||||
| Contractor | NALLY & HAYDON SURFACING LLC | Period | 04/01/2014 TO 06/04/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Change from PG 76-22 to PG 64-22 | Approved | 11/20/2008 | $-299,961.63 | 0.0 | |||||
| 002 | Fuel & Asphalt Adj., Lot Pay Adj. for work in 2007 | Approved | 02/27/2009 | $277,395.22 | 0.0 | |||||
| 003 | Drainage Modification on KY 55 | Approved | 06/02/2009 | $-88,836.00 | 0.0 | |||||
| 004 | Fuel & Asph. Adjust. and Lot Pay Adjust. for KY 55 & KY 210 | Approved | 02/12/2010 | $97,645.45 | 0.0 | |||||
| 006 | Std. Curb & Gutter on Veronica Duka Dr. | Approved | 01/24/2011 | $10,884.92 | 0.0 | |||||
| 007 | Ride Quality Adjustment | Approved | 02/16/2011 | $4,282.11 | 0.0 | |||||
| 008 | Surface Blister Repair | Approved | 07/30/2012 | $46,424.49 | 0.0 | |||||
| 009 | Channel Lining, Junction Box, Fuel & Asphalt Adj | Approved | 03/26/2014 | $210,122.15 | 776.0 | |||||
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 |
||
| DB10900550602 | 0010 | DGA BASE | FUEL | 0010 | 0.00 |
$0.00 |
$2,459.76 |
||
| DB10900550602 | 0490 | EMBANKMENT IN PLACE | FUEL | 0010 | 0.00 |
$0.00 |
$7,836.29 |
||
| DB10900550602 | 0010 | DGA BASE | FUEL | 0013 | 0.00 |
$0.00 |
$18,097.45 |
||
| DB10900550602 | 0480 | ROADWAY EXCAVATION | FUEL | 0013 | 0.00 |
$0.00 |
$105.39 |
||
| DB10900550602 | 0490 | EMBANKMENT IN PLACE | FUEL | 0013 | 0.00 |
$0.00 |
$3,866.57 |
||
| DB10900550602 | 0010 | DGA BASE | FUEL | 0017 | 6,311.00 |
$1.00 |
$6,311.00 |
||
| DB10900550602 | 0070 | LEVELING & WEDGING PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0017 | 3,921.74 |
$1.00 |
$3,921.74 |
||
| DB10900550602 | 0090 | CL3 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0017 | 73,175.95 |
$1.00 |
$73,175.95 |
||
| DB10900550602 | 0090 | CL3 ASPH BASE 1.00D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0019 | 0.00 |
$0.00 |
$507.50 |
||
| DB10900550602 | 0010 | DGA BASE | FUEL | 0020 | 0.00 |
$0.00 |
$14,284.32 |
||
| DB10900550602 | 0030 | DRAINAGE BLANKET-TYPE II-ASPH | FUEL OR ASPHALT PRICE ADJUSTMENT | 0020 | 0.00 |
$0.00 |
$17,006.81 |
||
| DB10900550602 | 0070 | LEVELING & WEDGING PG64-22 | FUEL | 0020 | 0.00 |
$0.00 |
$791.71 |
||
| DB10900550602 | 0070 | LEVELING & WEDGING PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0020 | 0.00 |
$0.00 |
$784.34 |
||
| DB10900550602 | 0090 | CL3 ASPH BASE 1.00D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0020 | 0.00 |
$0.00 |
$2,664.38 |
||
| DB10900550602 | 0090 | CL3 ASPH BASE 1.00D PG64-22 | FUEL | 0020 | 0.00 |
$0.00 |
$17,586.42 |
||
| DB10900550602 | 0090 | CL3 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0020 | 0.00 |
$0.00 |
$19,943.64 |
||
| DB10900550602 | 0490 | EMBANKMENT IN PLACE | FUEL | 0020 | 0.00 |
$0.00 |
$4,564.35 |
||
| DB10900550602 | 0010 | DGA BASE | FUEL | 0025 | 0.00 |
$0.00 |
$-2,459.76 |
||
| DB10900550602 | 0010 | DGA BASE | FUEL | 0025 | 0.00 |
$0.00 |
$-18,097.45 |
||
| DB10900550602 | 0010 | DGA BASE | FUEL | 0025 | 0.00 |
$0.00 |
$-6,311.00 |
||
| DB10900550602 | 0010 | DGA BASE | FUEL | 0025 | 0.00 |
$0.00 |
$-14,284.32 |
||
| DB10900550602 | 0010 | DGA BASE | NON-SPEC MATERIAL DEDUCTION | 0025 | 0.00 |
$0.00 |
$-826.00 |
||
| DB10900550602 | 0010 | DGA BASE | NON-SPEC MATERIAL DEDUCTION | 0025 | 0.00 |
$0.00 |
$-6,750.00 |
||
| DB10900550602 | 0010 | DGA BASE | NON-SPEC MATERIAL DEDUCTION | 0025 | 0.00 |
$0.00 |
$-1,350.00 |
||
| DB10900550602 | 0010 | DGA BASE | NON-SPEC MATERIAL DEDUCTION | 0025 | 0.00 |
$0.00 |
$-1,042.34 |
||
| DB10900550602 | 0010 | DGA BASE | NON-SPEC MATERIAL DEDUCTION | 0025 | 0.00 |
$0.00 |
$-1,249.32 |
||
| DB10900550602 | 0030 | DRAINAGE BLANKET-TYPE II-ASPH | FUEL OR ASPHALT PRICE ADJUSTMENT | 0025 | 0.00 |
$0.00 |
$-17,006.81 |
||
| DB10900550602 | 0070 | LEVELING & WEDGING PG64-22 | FUEL | 0025 | 0.00 |
$0.00 |
$-791.71 |
||
| DB10900550602 | 0070 | LEVELING & WEDGING PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0025 | 0.00 |
$0.00 |
$-3,921.74 |
||
| DB10900550602 | 0070 | LEVELING & WEDGING PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0025 | 0.00 |
$0.00 |
$-784.34 |
||
| DB10900550602 | 0090 | CL3 ASPH BASE 1.00D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0025 | 0.00 |
$0.00 |
$-507.50 |
||
| DB10900550602 | 0090 | CL3 ASPH BASE 1.00D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0025 | 0.00 |
$0.00 |
$-2,664.38 |
||
| DB10900550602 | 0090 | CL3 ASPH BASE 1.00D PG64-22 | FUEL | 0025 | 0.00 |
$0.00 |
$-17,586.42 |
||
| DB10900550602 | 0090 | CL3 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0025 | 0.00 |
$0.00 |
$-73,175.95 |
||
| DB10900550602 | 0090 | CL3 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0025 | 0.00 |
$0.00 |
$-19,943.64 |
||
| DB10900550602 | 0480 | ROADWAY EXCAVATION | FUEL | 0025 | 0.00 |
$0.00 |
$-105.39 |
||
| DB10900550602 | 0490 | EMBANKMENT IN PLACE | FUEL | 0025 | 0.00 |
$0.00 |
$-7,836.29 |
||
| DB10900550602 | 0490 | EMBANKMENT IN PLACE | FUEL | 0025 | 0.00 |
$0.00 |
$-3,866.57 |
||
| DB10900550602 | 0490 | EMBANKMENT IN PLACE | FUEL | 0025 | 0.00 |
$0.00 |
$-4,564.35 |
||
| DB10902100601 | 0010 | DGA BASE | NON-SPEC MATERIAL DEDUCTION | 0034 | 0.00 |
$0.00 |
$-710.49 |
||
| DB10902100601 | 0010 | DGA BASE | NON-SPEC MATERIAL DEDUCTION | 0035 | 0.00 |
$0.00 |
$710.49 |
||
| DB10902100601 | 0010 | DGA BASE | NON-SPEC MATERIAL DEDUCTION | 0035 | 0.00 |
$0.00 |
$-581.31 |
||
| DB10902100601 | 0010 | DGA BASE | NON-SPEC MATERIAL DEDUCTION | 0036 | 0.00 |
$0.00 |
$-1,022.33 |
||
| DB10902100601 | 0010 | DGA BASE | NON-SPEC MATERIAL DEDUCTION | 0053 | 0.00 |
$0.00 |
$-860.86 |
||
| Contract Id | 069004 | COMMONWEALTH OF KENTUCKY |
County | TAYLOR | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DB10900550602 | |||||||
| Estimate Nbr | 0072 | Period | 04/01/2014 TO 06/04/2014 | |||||||
| Contractor | NALLY & HAYDON SURFACING LLC | |||||||||
| Project | DB10900550602 | Fed/State Project Number | FD04 109 055 008-011 | 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 | 88,002.00 | 88,002.000 | 88,002.000 | 88,002.000 | 18.54 | 1,631,557.08 | |||
| 0020 | DGA BASE MAINT. | 00001 | TON | 1,500.00 | 1,500.000 | 1,500.000 | 1,500.000 | 20.00 | 30,000.00 | |||
| 0030 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 10,340.00 | 10,340.000 | 10,340.000 | 10,340.000 | 42.00 | 434,280.00 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 PERF. | 00078 | TON | 43.00 | 6.000 | 6.000 | 6.000 | 95.00 | 570.00 | |||
| 0050 | CRUSHED AGGREGATE SIZE NO 2 UNDERCUT | 00078 | TON | 2,079.00 | 2,079.000 | 2,079.000 | 2,079.000 | 30.00 | 62,370.00 | |||
| 0060 | ASPHALT SEAL AGGREGATE | 00100 | TON | 146.00 | 146.000 | 146.000 | 146.000 | 50.00 | 7,300.00 | |||
| 0070 | LEVELING & WEDGING PG64-22 | 00190 | TON | 3,430.00 | 3,430.000 | 3,430.000 | 3,430.000 | 54.00 | 185,220.00 | |||
| 0080 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 666.00 | 666.000 | 666.000 | 666.000 | 50.00 | 33,300.00 | |||
| 0090 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 10,553.00 | 10,553.000 | 10,553.000 | 10,553.000 | 50.75 | 535,564.75 | |||
| 0100 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 22,680.00 | 0.000 | 0.000 | 0.000 | 57.34 | 0.00 | |||
| 0110 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 19.00 | 19.000 | 19.000 | 19.000 | 500.00 | 9,500.00 | |||
| 0120 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 2,038.00 | 2,038.000 | 2,038.000 | 2,038.000 | 57.00 | 116,166.00 | |||
| 0130 | CL3 ASPH SURF 0.50B PG76-22 | 00326 | TON | 9,698.00 | 0.000 | 0.000 | 0.000 | 66.00 | 0.00 | |||
| 0140 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 32,378.00 | 32,378.000 | 32,378.000 | 32,378.000 | 2.00 | 64,756.00 | |||
| 0150 | ENTRANCE PIPE-15 INCH | 00440 | LF | 215.00 | 215.000 | 215.000 | 215.000 | 33.00 | 7,095.00 | |||
| 0160 | ENTRANCE PIPE-18 INCH | 00441 | LF | 281.00 | 281.000 | 281.000 | 281.000 | 35.00 | 9,835.00 | |||
| 0170 | ENTRANCE PIPE-24 INCH | 00443 | LF | 201.00 | 201.000 | 201.000 | 201.000 | 47.00 | 9,447.00 | |||
| 0180 | CULVERT PIPE-18 INCH | 00462 | LF | 104.00 | 104.000 | 104.000 | 104.000 | 96.00 | 9,984.00 | |||
| 0190 | CULVERT PIPE-24 INCH | 00464 | LF | 122.00 | 122.000 | 122.000 | 122.000 | 80.00 | 9,760.00 | |||
| 0200 | CULVERT PIPE-27 INCH | 00465 | LF | 55.00 | 55.000 | 55.000 | 55.000 | 66.00 | 3,630.00 | |||
| 0210 | CULVERT PIPE-30 INCH | 00466 | LF | 76.00 | 76.000 | 76.000 | 76.000 | 101.00 | 7,676.00 | |||
| 0220 | CULVERT PIPE-42 INCH | 00469 | LF | 66.00 | 66.000 | 66.000 | 66.000 | 158.00 | 10,428.00 | |||
| 0230 | CULVERT PIPE-42 INCH EQUIV | 00498 | LF | 47.00 | 47.000 | 47.000 | 47.000 | 127.00 | 5,969.00 | |||
| 0240 | CULVERT PIPE-48 INCH EQUIV | 00499 | LF | 59.00 | 59.000 | 59.000 | 59.000 | 165.00 | 9,735.00 | |||
| 0250 | STORM SEWER PIPE-15 INCH | 00521 | LF | 4,471.00 | 4,471.000 | 4,471.000 | 4,471.000 | 72.00 | 321,912.00 | |||
| 0260 | STORM SEWER PIPE-18 INCH | 00522 | LF | 56.00 | 56.000 | 56.000 | 56.000 | 55.00 | 3,080.00 | |||
| 0270 | STORM SEWER PIPE-24 INCH | 00524 | LF | 121.00 | 121.000 | 121.000 | 121.000 | 87.00 | 10,527.00 | |||
| 0280 | STORM SEWER PIPE-30 INCH | 00526 | LF | 119.00 | 119.000 | 119.000 | 119.000 | 119.00 | 14,161.00 | |||
| 0290 | PERFORATED PIPE-4 INCH | 01000 | LF | 26,050.00 | 14,915.000 | 14,915.000 | 14,915.000 | 5.00 | 74,575.00 | |||
| 0300 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 716.00 | 85.000 | 85.000 | 85.000 | 14.00 | 1,190.00 | |||
| 0310 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 0.711 | 0.711 | 0.711 | 8,000.00 | 5,688.00 | |||
| 0320 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 43.00 | 6.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
| 0330 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 23.00 | 23.000 | 23.000 | 23.000 | 1,400.00 | 32,200.00 | |||
| 0340 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,000.00 | 10,000.00 | |||
| 0350 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,300.00 | 13,200.00 | |||
| 0360 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,200.00 | 6,400.00 | |||
| 0370 | CURB BOX INLET TYPE A | 01456 | EACH | 54.00 | 54.000 | 54.000 | 54.000 | 3,300.00 | 178,200.00 | |||
| 0380 | DROP BOX INLET TYPE 3 | 01496 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,700.00 | 8,100.00 | |||
| 0390 | REMOVE DROP BOX INLET | 01585 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 700.00 | 1,400.00 | |||
| 0400 | JUNCTION BOX-24 INCH | 01643 | EACH | 2.00 | 3.000 | 3.000 | 3.000 | 1,400.00 | 4,200.00 | |||
| 0410 | MANHOLE TYPE A | 01756 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0420 | ADJUST MANHOLE | 01792 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0430 | STANDARD CURB AND GUTTER | 01810 | LF | 12,155.00 | 12,155.000 | 12,155.000 | 12,155.000 | 18.00 | 218,790.00 | |||
| 0440 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 68.00 | 68.000 | 68.000 | 68.000 | 50.00 | 3,400.00 | |||
| 0450 | REMOVE CONCRETE ISLAND | 02016 | SQYD | 473.00 | 473.000 | 473.000 | 473.000 | 25.00 | 11,825.00 | |||
| 0460 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 932.00 | 932.000 | 932.000 | 932.000 | 60.00 | 55,920.00 | |||
| 0470 | TEMPORARY DITCH | 02159 | LF | 1,115.00 | 1,115.000 | 1,115.000 | 1,115.000 | 2.00 | 2,230.00 | |||
| 0480 | ROADWAY EXCAVATION | 02200 | CUYD | 1,009.00 | 1,009.000 | 1,009.000 | 1,009.000 | 8.00 | 8,072.00 | |||
| 0490 | EMBANKMENT IN PLACE | 02230 | CUYD | 83,434.00 | 83,434.000 | 83,434.000 | 83,434.000 | 12.38 | 1,032,912.92 | |||
| 0500 | WATER | 02242 | MGAL | 100.00 | 100.000 | 100.000 | 100.000 | 0.01 | 1.00 | |||
| 0510 | FENCE-WOVEN WIRE | 02261 | LF | 2,935.00 | 2,935.000 | 2,935.000 | 2,935.000 | 6.00 | 17,610.00 | |||
| 0520 | REMOVE FENCE | 02265 | LF | 2,905.00 | 2,905.000 | 2,905.000 | 2,905.000 | 2.00 | 5,810.00 | |||
| 0530 | CHANNEL LINING CLASS II | 02483 | TON | 529.50 | 529.500 | 529.500 | 529.500 | 21.00 | 11,119.50 | |||
| 0540 | CHANNEL LINING CLASS III | 02484 | TON | 306.00 | 457.140 | 457.140 | 457.140 | 23.00 | 10,514.22 | |||
| 0550 | CLEARING AND GRUBBING 32.4 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0560 | SIGNS | 02562 | SQFT | 1,040.00 | 1,040.000 | 1,040.000 | 1,040.000 | 10.00 | 10,400.00 | |||
| 0570 | EDGE KEY | 02585 | LF | 500.00 | 500.000 | 500.000 | 500.000 | 15.00 | 7,500.00 | |||
| 0580 | FABRIC-GEOTEXTILE TYPE IV PIPE | 02599 | SQYD | 8,350.00 | 8,350.000 | 8,350.000 | 8,350.000 | 2.00 | 16,700.00 | |||
| 0590 | FABRIC-GEOTEXTILE TYPE IV UNDER CUT | 02599 | SQYD | 3,492.00 | 3,492.000 | 3,492.000 | 3,492.000 | 1.80 | 6,285.60 | |||
| 0600 | MAINTAIN & CONTROL TRAFFIC KY55 | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 160,000.00 | 160,000.00 | |||
| 0610 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 20,000.00 | 40,000.00 | |||
| 0620 | MOBILIZATION FOR MILL & TEXT KY55 | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0630 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 1,256.00 | 1,256.000 | 1,256.000 | 1,256.000 | 19.00 | 23,864.00 | |||
| 0640 | TEMPORARY SILT FENCE | 02701 | LF | 2,000.00 | 2,000.000 | 2,000.000 | 2,000.000 | 1.90 | 3,800.00 | |||
| 0650 | SILT TRAP TYPE B | 02704 | EACH | 200.00 | 200.000 | 200.000 | 200.000 | 600.00 | 120,000.00 | |||
| 0660 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 600.00 | 600.000 | 600.000 | 600.000 | 50.00 | 30,000.00 | |||
| 0670 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 2,000.00 | 2,000.000 | 2,000.000 | 2,000.000 | 0.50 | 1,000.00 | |||
| 0680 | STAKING KY55 | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 155,000.00 | 155,000.00 | |||
| 0690 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0700 | EROSION CONTROL BLANKET | 05950 | SQYD | 16,373.00 | 16,373.000 | 16,373.000 | 16,373.000 | 1.60 | 26,196.80 | |||
| 0710 | TEMPORARY MULCH | 05952 | SQYD | 75,344.00 | 75,344.000 | 75,344.000 | 75,344.000 | 0.20 | 15,068.80 | |||
| 0720 | TOPDRESSING FERTILIZER | 05966 | TON | 4.00 | 4.000 | 4.000 | 4.000 | 600.00 | 2,400.00 | |||
| 0730 | SEEDING AND PROTECTION | 05985 | SQYD | 68,029.00 | 68,029.000 | 68,029.000 | 68,029.000 | 0.38 | 25,851.02 | |||
| 0740 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 7,315.00 | 7,315.000 | 7,315.000 | 7,315.000 | 0.32 | 2,340.80 | |||
| 0750 | SODDING | 05990 | SQYD | 13,486.00 | 13,486.000 | 13,486.000 | 13,486.000 | 5.00 | 67,430.00 | |||
| 0760 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | SQFT | 370.00 | 370.000 | 370.000 | 370.000 | 14.00 | 5,180.00 | |||
| 0770 | STEEL POST TYPE 1 | 06410 | LF | 1,030.00 | 1,030.000 | 1,030.000 | 1,030.000 | 8.35 | 8,600.50 | |||
| 0780 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 168,803.00 | 168,803.000 | 168,803.000 | 168,803.000 | 0.20 | 33,760.60 | |||
| 0790 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 69,123.00 | 69,123.000 | 69,123.000 | 69,123.000 | 0.20 | 13,824.60 | |||
| 0800 | PAVE STRIPING REMOVAL-4 INCH | 06530 | LF | 40,603.00 | 40,603.000 | 40,603.000 | 40,603.000 | 1.00 | 40,603.00 | |||
| 0810 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 8,000.00 | 8,000.000 | 8,000.000 | 8,000.000 | 2.50 | 20,000.00 | |||
| 0820 | PAVE STRIPING-TEMP PAINT-4 IN YELLOW | 06510 | LF | 26,702.00 | 26,702.000 | 26,702.000 | 26,702.000 | 1.20 | 32,042.40 | |||
| 0830 | PAVE STRIPING-TEMP PAINT-4 IN WHITE | 06510 | LF | 26,702.00 | 26,702.000 | 26,702.000 | 26,702.000 | 1.20 | 32,042.40 | |||
| 0840 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 724.00 | 724.000 | 724.000 | 724.000 | 6.00 | 4,344.00 | |||
| 0850 | PAVE MARKING-THERMO STOP BAR-24IN 55 ONLY | 06568 | LF | 825.00 | 825.000 | 825.000 | 825.000 | 5.16 | 4,257.00 | |||
| 0860 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 9,704.00 | 9,704.000 | 9,704.000 | 9,704.000 | 0.95 | 9,218.80 | |||
| 0870 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 60.00 | 360.00 | |||
| 0880 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 46.00 | 46.000 | 46.000 | 46.000 | 70.00 | 3,220.00 | |||
| 0890 | PAVE MARKING-PRE THERM CURV ARROW 55 ONLY | 06574 | EACH | 82.00 | 82.000 | 82.000 | 82.000 | 71.51 | 5,863.82 | |||
| 0900 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 110.00 | 110.00 | |||
| 0910 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 2,066.00 | 2,066.000 | 2,066.000 | 2,066.000 | 3.50 | 7,231.00 | |||
| 0920 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 362.00 | 362.000 | 362.000 | 362.000 | 19.00 | 6,878.00 | |||
| 0930 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 739.00 | 739.000 | 739.000 | 739.000 | 19.00 | 14,041.00 | |||
| 0940 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 339.00 | 339.000 | 339.000 | 339.000 | 5.00 | 1,695.00 | |||
| 0950 | CONCRETE-CLASS A | 08100 | CUYD | 88.00 | 88.000 | 88.000 | 88.000 | 800.00 | 70,400.00 | |||
| 0960 | STEEL REINFORCEMENT | 08150 | LB | 2,800.00 | 2,800.000 | 2,800.000 | 2,800.000 | 2.00 | 5,600.00 | |||
| 0970 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 400.00 | 12,800.00 | |||
| 0980 | SAW CUT | 20430ED | LF | 27,936.00 | 27,936.000 | 27,936.000 | 27,936.000 | 5.00 | 139,680.00 | |||
| 0990 | SILT TRAP TYPE C | 20496NS843 | EACH | 61.00 | 61.000 | 61.000 | 61.000 | 250.00 | 15,250.00 | |||
| 1000 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 183.00 | 183.000 | 183.000 | 183.000 | 65.00 | 11,895.00 | |||
| 1010 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 1030 | DESIGN ENGINEERING KY 55 | 21814NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 621,010.00 | 621,010.00 | |||
| 8000 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 0.00 | 22,680.000 | 22,680.000 | 22,680.000 | 51.67 | 1,171,875.60 | |||
| 8001 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 0.00 | 9,698.000 | 9,698.000 | 9,698.000 | 58.71 | 569,369.58 | |||
| 8004 | FUEL ADJUSTMENT KY 55 | 10020NS | DOLL | 0.00 | 93,273.790 | 90,065.600 | 90,065.600 | 1.00 | 90,065.60 | |||
| 8005 | ASPHALT ADJUSTMENT KY 55 | 10030NS | DOLL | 0.00 | 282,221.530 | 282,221.530 | 282,221.530 | 1.00 | 282,221.53 | |||
| 8006 | LOT PAY ADJUSTMENT KY 55 | 10000NS | DOLL | 0.00 | 4,330.990 | 3,155.940 | 3,155.940 | 1.00 | 3,155.94 | |||
| 8011 | RIDE QUALITY ADJUSTMENT ASPH KY 55 | 10005NS | DOLL | 0.00 | 4,282.110 | 4,282.110 | 4,282.110 | 1.00 | 4,282.11 | |||
| Project | DB10900550602 | Fed/State Project Number | FD04 109 055 008-011 | Category | 0002 SIGNALIZATION | |||||||
| 1040 | SIGNS 55 ONLY | 02562 | SQFT | 375.00 | 375.000 | 375.000 | 375.000 | 18.72 | 7,020.00 | |||
| 1050 | CONDUIT-1 1/4 INCH | 04793 | LF | 405.00 | 405.000 | 405.000 | 405.000 | 7.02 | 2,843.10 | |||
| 1060 | CONDUIT-2 INCH | 04795 | LF | 240.00 | 240.000 | 240.000 | 240.000 | 11.70 | 2,808.00 | |||
| 1070 | JUNCTION BOX TYPE B | 04811 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 468.00 | 9,360.00 | |||
| 1080 | TRENCHING AND BACKFILLING | 04820 | LF | 435.00 | 435.000 | 435.000 | 435.000 | 4.10 | 1,783.50 | |||
| 1090 | LOOP WIRE | 04830 | LF | 17,890.00 | 17,890.000 | 17,890.000 | 17,890.000 | 0.59 | 10,555.10 | |||
| 1100 | CABLE-NO. 14/7C PEDS. | 04845 | LF | 2,160.00 | 2,160.000 | 2,160.000 | 2,160.000 | 1.46 | 3,153.60 | |||
| 1110 | CABLE-NO. 14/7C SIGNALS | 04845 | LF | 4,845.00 | 4,845.000 | 4,845.000 | 4,845.000 | 1.46 | 7,073.70 | |||
| 1120 | CABLE-NO. 14/1 PAIR | 04850 | LF | 2,205.00 | 2,205.000 | 2,205.000 | 2,205.000 | 1.46 | 3,219.30 | |||
| 1130 | CABLE-NO. 14/2 PAIR | 04851 | LF | 2,310.00 | 2,310.000 | 2,310.000 | 2,310.000 | 1.60 | 3,696.00 | |||
| 1140 | CABLE-NO. 14/3 PAIR | 04852 | LF | 400.00 | 400.000 | 400.000 | 400.000 | 2.32 | 928.00 | |||
| 1150 | SIGNAL PEDESTAL | 04882 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 760.50 | 760.50 | |||
| 1160 | MESSENGER-10800 LB | 04885 | LF | 2,440.00 | 2,440.000 | 2,440.000 | 2,440.000 | 4.68 | 11,419.20 | |||
| 1170 | LOOP SAW SLOT AND FILL | 04895 | LF | 5,860.00 | 5,860.000 | 5,860.000 | 5,860.000 | 14.63 | 85,731.80 | |||
| 1180 | PEDESTRIAN DETECTOR | 04900 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 286.00 | 3,432.00 | |||
| 1190 | SIGNAL-PEDESTRIAN | 04916 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 235.00 | 5,640.00 | |||
| 1200 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,340.00 | 11,700.00 | |||
| 1210 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 2,808.00 | 50,544.00 | |||
| 1220 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 737.00 | 3,685.00 | |||
| 1230 | PAVE STRIPING-PERM PAINT-6 IN WHITE | 06515 | LF | 8,350.00 | 8,350.000 | 8,350.000 | 8,350.000 | 0.24 | 2,004.00 | |||
| 1240 | PAVE STRIPING-PERM PAINT-6 IN YELLOW | 06515 | LF | 4,850.00 | 4,850.000 | 4,850.000 | 4,850.000 | 0.24 | 1,164.00 | |||
| 1250 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 955.00 | 955.000 | 955.000 | 955.000 | 2.60 | 2,483.00 | |||
| 1260 | INSTALL LED SIGNAL-3 SECTION | 20188ES835 | EACH | 43.00 | 43.000 | 43.000 | 43.000 | 245.00 | 10,535.00 | |||
| 1270 | INSTALL LED SIGNAL-5 SECTION | 20189ES835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 245.00 | 1,470.00 | |||
| 1280 | INSTALL COORDINATING UNIT | 20390ES835 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,925.00 | 14,625.00 | |||
| 1290 | DESIGN ENGINEERING QUEST SIGNALIZATION FEE | 21814NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 47,424.00 | 47,424.00 | |||
| Project | DB10900550602 | Fed/State Project Number | FD04 109 055 008-011 | Category | 0003 MOBILIZATION AND DEMOBILIZATION | |||||||
| 1300 | MOBILIZATION KY55 | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 520,206.75 | 520,206.75 | |||
| 1310 | DEMOBILIZATION KY55 | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 312,124.55 | 78,031.13 | 312,124.55 | |
| Project | DB10900550602 | Fed/State Project Number | FD04 109 055 008-011 | Category | 0004 UTILITIES | |||||||
| 1320 | ELECTRICAL SERVICE | 04899 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,053.00 | 5,265.00 | |||
| 1330 | TELEPHONE SERVICE | 04901 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,170.00 | 5,850.00 | |||
| 1340 | ELECTRICAL CONDUIT KY55 | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,310.00 | 7,310.00 | |||
| 1350 | TELEPHONE CONDUIT KY55 | 08270 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,385.00 | 4,385.00 | |||
| SUBTOT | $78,031.13 |
$10,545,594.07 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DB10902100601 | Fed/State Project Number | FD04 109 0210 015-017 | 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 | 24,834.00 | 24,909.000 | 24,909.000 | 24,909.000 | 18.54 | 461,812.86 | |||
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 2,806.00 | 2,806.000 | 2,806.000 | 2,806.000 | 42.00 | 117,852.00 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 PERF. | 00078 | TON | 1.00 | 1.000 | 1.000 | 1.000 | 95.00 | 95.00 | |||
| 0050 | CRUSHED AGGREGATE SIZE NO 2 UNDERCUT | 00078 | TON | 3,253.00 | 3,253.000 | 3,253.000 | 3,253.000 | 30.00 | 97,590.00 | |||
| 0060 | LEVELING & WEDGING PG64-22 | 00190 | TON | 9,284.00 | 9,284.000 | 9,284.000 | 9,284.000 | 54.00 | 501,336.00 | |||
| 0070 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 2,000.00 | 2,000.000 | 2,000.000 | 2,000.000 | 50.00 | 100,000.00 | |||
| 0080 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 6,351.00 | 6,351.000 | 6,351.000 | 6,351.000 | 50.75 | 322,313.25 | |||
| 0090 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 11,448.00 | 0.000 | 0.000 | 0.000 | 57.34 | 0.00 | |||
| 0100 | CL3 ASPH SURF 0.50B PG76-22 | 00326 | TON | 4,905.00 | 0.000 | 0.000 | 0.000 | 66.00 | 0.00 | |||
| 0110 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 16,353.00 | 16,353.000 | 16,353.000 | 16,353.000 | 2.00 | 32,706.00 | |||
| 0120 | CULVERT PIPE-18 INCH | 00462 | LF | 340.00 | 340.000 | 340.000 | 340.000 | 96.00 | 32,640.00 | |||
| 0130 | CULVERT PIPE-24 INCH | 00464 | LF | 113.00 | 113.000 | 113.000 | 113.000 | 80.00 | 9,040.00 | |||
| 0140 | CULVERT PIPE-36 INCH | 00468 | LF | 82.00 | 82.000 | 82.000 | 82.000 | 166.00 | 13,612.00 | |||
| 0150 | CULVERT PIPE-54 INCH | 00471 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 160.00 | 3,840.00 | |||
| 0156 | DGA BASE MAINT. | 00001 | TON | 1,000.00 | 1,000.000 | 1,000.000 | 1,000.000 | 20.00 | 20,000.00 | |||
| 0160 | STORM SEWER PIPE-15 INCH | 00521 | LF | 116.00 | 116.000 | 116.000 | 116.000 | 72.00 | 8,352.00 | |||
| 0170 | STORM SEWER PIPE-18 INCH | 00522 | LF | 3,153.00 | 3,153.000 | 3,153.000 | 3,153.000 | 55.00 | 173,415.00 | |||
| 0180 | STORM SEWER PIPE-24 INCH | 00524 | LF | 1,530.00 | 1,530.000 | 1,530.000 | 1,530.000 | 87.00 | 133,110.00 | |||
| 0190 | STORM SEWER PIPE-30 INCH | 00526 | LF | 1,150.00 | 1,150.000 | 1,150.000 | 1,150.000 | 119.00 | 136,850.00 | |||
| 0200 | STORM SEWER PIPE-36 INCH | 00528 | LF | 685.00 | 685.000 | 685.000 | 685.000 | 145.00 | 99,325.00 | |||
| 0210 | PERFORATED PIPE-4 INCH | 01000 | LF | 11,189.00 | 11,189.000 | 11,189.000 | 11,189.000 | 5.00 | 55,945.00 | |||
| 0220 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 833.00 | 833.000 | 833.000 | 833.000 | 14.00 | 11,662.00 | |||
| 0230 | INSPECT & CERTIFY EDGE DRAIN SYSTEM KY 210 | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 0240 | PERF PIPE HEADWALL TY 1-4 INCH TYPE 1 - 4 INCH | 01020 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0250 | PERF PIPE HEADWALL TY 3-4 INCH TYPE 3 - 4 INCH | 01028 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0260 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 1,600.00 | 20,800.00 | |||
| 0270 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,100.00 | 12,600.00 | |||
| 0280 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0290 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0300 | CURB BOX INLET TYPE A | 01456 | EACH | 53.00 | 53.000 | 53.000 | 53.000 | 3,300.00 | 174,900.00 | |||
| 0310 | DROP BOX INLET TYPE 3 | 01496 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,700.00 | 10,800.00 | |||
| 0320 | CAP DROP BOX INLET | 01584 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 800.00 | 3,200.00 | |||
| 0330 | ADJUST CATCH BASIN | 01709 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 0340 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0350 | STANDARD CURB AND GUTTER | 01810 | LF | 15,370.00 | 15,593.500 | 15,593.500 | 15,593.500 | 18.00 | 280,683.00 | |||
| 0370 | REMOVE CURB AND GUTTER | 01812 | LF | 2,796.00 | 2,796.000 | 2,796.000 | 2,796.000 | 10.00 | 27,960.00 | |||
| 0380 | STANDARD BARRIER MEDIAN TYPE 5 | 01923 | SQYD | 272.00 | 272.000 | 272.000 | 272.000 | 64.00 | 17,408.00 | |||
| 0390 | BARRICADE-TYPE III | 02014 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 250.00 | 5,000.00 | |||
| 0400 | REMOVE CONCRETE ISLAND | 02016 | SQYD | 23.00 | 23.000 | 23.000 | 23.000 | 25.00 | 575.00 | |||
| 0410 | PAVED DITCH TYPE 1 | 02157 | SQYD | 624.00 | 624.000 | 624.000 | 624.000 | 75.00 | 46,800.00 | |||
| 0420 | TEMPORARY DITCH | 02159 | LF | 7,000.00 | 7,000.000 | 7,000.000 | 7,000.000 | 2.00 | 14,000.00 | |||
| 0430 | ROADWAY EXCAVATION | 02200 | CUYD | 1,569.00 | 1,611.000 | 1,611.000 | 1,611.000 | 8.00 | 12,888.00 | |||
| 0440 | GRANULAR EMBANKMENT | 02223 | CUYD | 4,264.00 | 4,264.000 | 4,264.000 | 4,264.000 | 32.00 | 136,448.00 | |||
| 0450 | EMBANKMENT IN PLACE | 02230 | CUYD | 65,680.00 | 65,680.000 | 65,680.000 | 65,680.000 | 12.38 | 813,118.40 | |||
| 0460 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,075.00 | 2,075.000 | 2,075.000 | 2,075.000 | 20.00 | 41,500.00 | |||
| 0470 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 60.00 | 60.00 | |||
| 0480 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,300.00 | 4,600.00 | |||
| 0490 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 150.00 | 2,400.00 | |||
| 0500 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 0510 | WITNESS POST | 02432 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 95.00 | 1,520.00 | |||
| 0520 | CHANNEL LINING CLASS II | 02483 | TON | 2,295.00 | 2,310.000 | 2,310.000 | 2,310.000 | 21.00 | 48,510.00 | |||
| 0530 | CHANNEL LINING CLASS III | 02484 | TON | 235.00 | 235.000 | 235.000 | 235.000 | 23.00 | 5,405.00 | |||
| 0540 | CLEARING AND GRUBBING 16 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 80,000.00 | 80,000.00 | |||
| 0550 | SIGNS | 02562 | SQFT | 200.00 | 200.000 | 200.000 | 200.000 | 10.00 | 2,000.00 | |||
| 0560 | EDGE KEY | 02585 | LF | 1,160.00 | 1,160.000 | 1,160.000 | 1,160.000 | 15.00 | 17,400.00 | |||
| 0570 | FABRIC-GEOTEXTILE TYPE IV EMB. BENCH | 02599 | SQYD | 12,792.00 | 12,792.000 | 12,792.000 | 12,792.000 | 1.70 | 21,746.40 | |||
| 0580 | FABRIC-GEOTEXTILE TYPE IV PIPE | 02599 | SQYD | 20,805.00 | 20,805.000 | 20,805.000 | 20,805.000 | 2.00 | 41,610.00 | |||
| 0590 | FABRIC-GEOTEXTILE TYPE IV UNDERCUT | 02599 | SQYD | 6,437.00 | 6,437.000 | 6,437.000 | 6,437.000 | 1.80 | 11,586.60 | |||
| 0600 | REMOVE HEADWALL | 02625 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
| 0610 | MAINTAIN & CONTROL TRAFFIC KY 210 | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 120,000.00 | 120,000.00 | |||
| 0620 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 20,000.00 | 40,000.00 | |||
| 0630 | MOBILIZATION FOR MILL & TEXT KY 210 | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0640 | ASPH PAVE MILLING & TEXTURING EDGE PAVE KEY | 02677 | TON | 678.00 | 678.000 | 678.000 | 678.000 | 19.00 | 12,882.00 | |||
| 0650 | SAFELOADING | 02690 | CUYD | 4.80 | 4.800 | 4.800 | 4.800 | 350.00 | 1,680.00 | |||
| 0660 | TEMPORARY SILT FENCE | 02701 | LF | 7,000.00 | 7,000.000 | 7,000.000 | 7,000.000 | 1.90 | 13,300.00 | |||
| 0670 | SILT TRAP TYPE A | 02703 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 500.00 | 11,000.00 | |||
| 0680 | SILT TRAP TYPE B | 02704 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 600.00 | 13,200.00 | |||
| 0690 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 44.00 | 44.000 | 44.000 | 44.000 | 65.00 | 2,860.00 | |||
| 0700 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 44.00 | 44.000 | 44.000 | 44.000 | 50.00 | 2,200.00 | |||
| 0710 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 7,000.00 | 7,000.000 | 7,000.000 | 7,000.000 | 0.50 | 3,500.00 | |||
| 0720 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 6,895.00 | 6,895.000 | 6,895.000 | 6,895.000 | 34.00 | 234,430.00 | |||
| 0730 | STAKING KY 210 | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 110,000.00 | 110,000.00 | |||
| 0740 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0750 | SIDEWALK RAMP TYPE 3 | 03289 | EACH | 38.00 | 38.000 | 38.000 | 38.000 | 1,000.00 | 38,000.00 | |||
| 0760 | EROSION CONTROL BLANKET | 05950 | SQYD | 21,000.00 | 21,000.000 | 21,000.000 | 21,000.000 | 1.60 | 33,600.00 | |||
| 0770 | TEMPORARY MULCH | 05952 | SQYD | 106,000.00 | 106,000.000 | 106,000.000 | 106,000.000 | 0.20 | 21,200.00 | |||
| 0780 | TOPDRESSING FERTILIZER | 05966 | TON | 6.00 | 6.000 | 6.000 | 6.000 | 600.00 | 3,600.00 | |||
| 0790 | SEEDING AND PROTECTION | 05985 | SQYD | 106,000.00 | 106,000.000 | 106,000.000 | 106,000.000 | 0.38 | 40,280.00 | |||
| 0800 | SODDING | 05990 | SQYD | 9,982.00 | 9,982.000 | 9,982.000 | 9,982.000 | 5.00 | 49,910.00 | |||
| 0810 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | SQFT | 450.00 | 450.000 | 450.000 | 450.000 | 14.00 | 6,300.00 | |||
| 0820 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | SQFT | 110.00 | 110.000 | 110.000 | 110.000 | 14.00 | 1,540.00 | |||
| 0830 | STEEL POST TYPE 1 | 06410 | LF | 1,280.00 | 1,280.000 | 1,280.000 | 1,280.000 | 8.35 | 10,688.00 | |||
| 0840 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 1.00 | 1.000 | 1.000 | 1.000 | 900.00 | 900.00 | |||
| 0850 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 118,800.00 | 118,800.000 | 118,800.000 | 118,800.000 | 0.20 | 23,760.00 | |||
| 0860 | PAVE STRIPING-TEMP PAINT-4 IN WHITE | 06510 | LF | 29,000.00 | 29,000.000 | 29,000.000 | 29,000.000 | 1.20 | 34,800.00 | |||
| 0870 | PAVE STRIPING-TEMP PAINT-4 IN YELLOW | 06510 | LF | 29,000.00 | 29,000.000 | 29,000.000 | 29,000.000 | 1.20 | 34,800.00 | |||
| 0880 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 39,720.00 | 39,720.000 | 39,720.000 | 39,720.000 | 0.20 | 7,944.00 | |||
| 0890 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 3,249.00 | 3,249.000 | 3,249.000 | 3,249.000 | 0.30 | 974.70 | |||
| 0900 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 8,000.00 | 8,000.000 | 8,000.000 | 8,000.000 | 2.50 | 20,000.00 | |||
| 0910 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 560.00 | 560.000 | 560.000 | 560.000 | 6.00 | 3,360.00 | |||
| 0920 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 649.00 | 649.000 | 649.000 | 649.000 | 0.95 | 616.55 | |||
| 0930 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 60.00 | 360.00 | |||
| 0940 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 68.00 | 68.000 | 68.000 | 68.000 | 70.00 | 4,760.00 | |||
| 0950 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 110.00 | 1,320.00 | |||
| 0960 | PAVEMENT MARKER TYPE IV-MW | 06580 | EACH | 4,153.00 | 4,153.000 | 4,153.000 | 4,153.000 | 3.50 | 14,535.50 | |||
| 0970 | PAVEMENT MARKER TYPE IV-BY | 06582 | EACH | 4,153.00 | 4,153.000 | 4,153.000 | 4,153.000 | 3.50 | 14,535.50 | |||
| 0980 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 158.00 | 158.000 | 158.000 | 158.000 | 19.00 | 3,002.00 | |||
| 0990 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 326.00 | 326.000 | 326.000 | 326.000 | 19.00 | 6,194.00 | |||
| 1000 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 160.00 | 160.000 | 160.000 | 160.000 | 110.00 | 17,600.00 | |||
| 1010 | FOUNDATION PREPARATION 115 CY | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,000.00 | 17,000.00 | |||
| 1020 | CONCRETE-CLASS A | 08100 | CUYD | 8.91 | 8.910 | 8.910 | 8.910 | 800.00 | 7,128.00 | |||
| 1030 | CONCRETE-CLASS A RCBC | 08100 | CUYD | 360.00 | 360.000 | 360.000 | 360.000 | 540.00 | 194,400.00 | |||
| 1040 | STEEL REINFORCEMENT | 08150 | LB | 708.00 | 708.000 | 708.000 | 708.000 | 2.00 | 1,416.00 | |||
| 1050 | STEEL REINFORCEMENT RCBC | 08150 | LB | 56,950.00 | 56,950.000 | 56,950.000 | 56,950.000 | 1.00 | 56,950.00 | |||
| 1060 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 30.00 | 30.000 | 30.000 | 30.000 | 400.00 | 12,000.00 | |||
| 1070 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
| 1080 | SAW CUT | 20430ED | LF | 13,846.00 | 14,069.500 | 14,069.500 | 14,069.500 | 5.00 | 70,347.50 | |||
| 1090 | SILT TRAP TYPE C | 20496NS843 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 250.00 | 5,500.00 | |||
| 1100 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 44.00 | 44.000 | 44.000 | 44.000 | 65.00 | 2,860.00 | |||
| 1110 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 1130 | DESIGN ENGINEERING KY 210 INCLUDES R/W ACQUISITION AND STRU | 21814NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,190,964.00 | 1,190,964.00 | |||
| 1140 | WOODEN SIGN POST | 21824ES818 | LF | 63.00 | 63.000 | 63.000 | 63.000 | 15.00 | 945.00 | |||
| 8002 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 0.00 | 11,448.000 | 11,448.000 | 11,448.000 | 51.67 | 591,518.16 | |||
| 8003 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 0.00 | 4,947.000 | 4,947.000 | 4,947.000 | 58.71 | 290,438.37 | |||
| 8007 | FUEL ADJUSTMENT KY 210 | 10020NS | DOLL | 0.00 | 27,990.540 | 27,990.540 | 27,990.540 | 1.00 | 27,990.54 | |||
| 8008 | ASPHALT ADJUSTMENT KY 210 | 10030NS | DOLL | 0.00 | 172,468.750 | 172,468.750 | 172,468.750 | 1.00 | 172,468.75 | |||
| 8009 | LOT PAY ADJUSTMENT KY 210 | 10000NS | DOLL | 0.00 | 1.000 | -9,073.220 | -9,073.220 | 1.00 | -9,073.22 | |||
| 8010 | FLUME INLET TYPE 1 MODIFIED @ VERONICA DUKA DR. | 01689 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,237.10 | 1,237.10 | |||
| 8012 | CL3 ASPH SURF 0.38B PG64-22 Blister repair | 00388 | TON | 0.00 | 126.880 | 126.880 | 126.880 | 96.35 | 12,224.88 | |||
| 8013 | PERFORATED PIPE EDGE DRAIN-4 IN Blister Repair | 01005 | LF | 0.00 | 1,150.000 | 1,150.000 | 1,150.000 | 26.95 | 30,992.50 | |||
| 8014 | NON-PERFORATED PIPE-4 IN Blister Repair | 01010 | LF | 0.00 | 20.000 | 20.000 | 20.000 | 26.95 | 539.00 | |||
| 8015 | PERF PIPE HEADWALL TY 3-4 IN Blister Repair | 01028 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 880.00 | 880.00 | |||
| 8016 | PAVE STRIPING-PERM PAINT-4 IN Blister Repair | 06514 | LF | 0.00 | 428.000 | 428.000 | 428.000 | 0.40 | 171.20 | |||
| 8017 | PAVE MARKING-THERMO STOP BAR-24IN Blister Repair | 06568 | LF | 0.00 | 24.000 | 24.000 | 24.000 | 11.50 | 276.00 | |||
| 8018 | PAVE MARKING-THERMO X-WALK-6 IN Blister Repair | 06565 | LF | 0.00 | 104.000 | 104.000 | 104.000 | 4.60 | 478.40 | |||
| 8019 | PAVEMENT MARKER TYPE V-MW Blister Repair | 06589 | EACH | 0.00 | 13.000 | 13.000 | 13.000 | 57.50 | 747.50 | |||
| 8020 | PAVEMENT MARKER TYPE V-BY Blister Repair | 06591 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 57.50 | 115.00 | |||
| Project | DB10902100601 | Fed/State Project Number | FD04 109 0210 015-017 | Category | 0003 MOBILIZATION AND DEMOBILIZATION | |||||||
| 1540 | MOBILIZATION KY 210 | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 293,804.50 | 293,804.50 | |||
| 1550 | DEMOBILIZATION KY 210 | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 261,082.20 | 65,270.55 | 261,082.20 | |
| SUBTOT | $65,270.55 |
$18,971,942.21 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||