Report_Id: 079041 Est NO 0121 |
Date:05/18/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 079041 | Estimate Number | 0121 | Estimate Type | PROGRESS | ||
District Office | SOMERSET (08320) Taylor, Tracy J. P.E. | ||||||
Contractor | L-M ASPHALT D/B/A ATS CONST J/V GADDIE-SHAMROCK | ADDR SN 1 VC Code VS0000006259 | |||||
PO BOX 11849 | |||||||
1332 OLD FRANKFORT PIKE | |||||||
LEXINGTON , KY , 40578 | |||||||
Pay Period | 08/09/2014 TO 08/22/2014 | ||||||
Date Approved | 09/04/2014 | ||||||
Primary Proj Number | DB02900900741 | ||||||
Project No. | FD04 029 0061, FD04 029 0090 | ||||||
Primary County | CUMBERLAND | ||||||
Name of Road | DESIGN BUILD KY90 & KY 61 IMPROVEMENTS | ||||||
Description | DB - SPOT IMPROVEMENTS KY 61 & KY 90 | ||||||
Date Let | 08/17/2007 | Formal Acceptance | |||||
Date Awarded | 09/19/2007 | Date Work Began | 10/02/2007 | ||||
Date Contract Executed | 09/21/2007 | Open To Traffic | |||||
Date NTP Issued | 09/21/2007 | Actual Completion Date | 12/01/2010 | ||||
Current Contract Amount | $68,116,218.89 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $53,167,078.16 |
Total Earnings | $64,041,498.38 |
$63,740,319.97 |
$301,178.41 |
|
Percent Complete | 94.02 |
Stockpiled Materials | $0.01 |
$0.01 |
$0.00 |
|
Funds Available | $4,074,720.50 |
Gross Earnings | $64,041,498.39 |
$63,740,319.98 |
$301,178.41 |
|
Total Change Orders | $14,949,140.73 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $64,041,498.39 |
$63,740,319.98 |
$301,178.41 |
|||
Contract Id | 079041 | Change Order Summary |
County | CUMBERLAND | ||||||
Estimate Nbr | 0121 | Project Number | FD04 029 0061, FD04 029 0090 | |||||||
Contractor | L-M ASPHALT D/B/A ATS CONST J/V GADDIE-SHAMROCK | Period | 08/09/2014 TO 08/22/2014 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Concrete Work thru Marrowbone (Value-Added proposal) | Approved | 12/04/2007 | $648,200.01 | 0.0 | |||||
002 | Section C extension (Thrasher Hollow - Norris Branch Rd.) | Approved | 12/17/2007 | $10,882,532.13 | 0.0 | |||||
003 | KY 61 Bridges over Logan Branch and Smith Branch | Approved | 05/21/2008 | $0.00 | 0.0 | |||||
004 | Reverse Change Order Number 2 | Approved | 08/14/2008 | $-10,882,532.13 | 0.0 | |||||
005 | Water Relocation KY90 Sections A2 & B | Approved | 10/30/2008 | $86,426.55 | 0.0 | |||||
006 | Waterline Relocation KY61 & KY 90 Section A2 & B | Approved | 01/15/2009 | $362,112.03 | 0.0 | |||||
008 | Waterline Relocation (County) KY 90 Sections A & C | Approved | 02/11/2009 | $394,905.40 | 0.0 | |||||
009 | Waterline Relocation (City) KY 90 C | Approved | 02/27/2009 | $196,725.90 | 0.0 | |||||
010 | Utility Modifications | Approved | 10/09/2009 | $107,868.25 | 0.0 | |||||
011 | Utility Modifications/Overruns | Approved | 03/26/2010 | $111,287.25 | 0.0 | |||||
012 | Fuel, Asphalt, Ride Quality & Lot Pay Adjustments, | Approved | 08/26/2010 | $0.01 | 0.0 | |||||
013 | Waterline Relocation KY 90 A & Non Spec Pipe Band Deductions | Approved | 12/01/2010 | $11,638.53 | 0.0 | |||||
014 | Closing out overrun/underrun utility items, Fuel/Asphalt Adj | Approved | 02/17/2012 | $765,847.94 | 0.0 | |||||
015 | Re-instate CO#2 settlement | Approved | 03/26/2012 | $580,000.00 | 1021.0 | |||||
016 | Reverse CO#4 & Restore CO#2 Quantities (KY90 Section C Ext) | Approved | 03/27/2012 | $10,882,532.13 | 0.0 | |||||
017 | Waterline Relocation on KY90C Extension & VA Section | Approved | 04/30/2013 | $644,647.81 | 0.0 | |||||
018 | Delay Settlement (Right of Way), Old Glasgow Rd. Conn. Addit | Approved | 04/21/2014 | $138,210.55 | 638.0 | |||||
019 | Box Culvert @ Norris Fork | Approved | 05/15/2014 | $0.00 | 0.0 | |||||
020 | Centerline Rumble Strips and Perm Striping for Rumble Strips | Approved | 09/10/2014 | $18,738.37 | 2.0 | |||||
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 |
||
DB02900900741 | 8115 | PVC PIPE-8 INCH | OTHER | 0028 | 0.00 |
$0.00 |
$-2,760.00 |
||
DB02900610741 | 8126 | PVC PIPE-6 INCH | OTHER | 0030 | 0.00 |
$0.00 |
$-10,107.30 |
||
DB02900900741 | 8115 | PVC PIPE-8 INCH | OTHER | 0030 | 0.00 |
$0.00 |
$-2,756.25 |
||
DB02900610741 | 8126 | PVC PIPE-6 INCH | OTHER | 0031 | 0.00 |
$0.00 |
$-12,000.00 |
||
DB02900610741 | 8126 | PVC PIPE-6 INCH | OTHER | 0058 | 0.00 |
$0.00 |
$10,107.30 |
||
DB02900610741 | 8126 | PVC PIPE-6 INCH | OTHER | 0058 | 0.00 |
$0.00 |
$12,000.00 |
||
DB02900900741 | 8115 | PVC PIPE-8 INCH | OTHER | 0058 | 0.00 |
$0.00 |
$2,760.00 |
||
DB02900900741 | 8115 | PVC PIPE-8 INCH | OTHER | 0058 | 0.00 |
$0.00 |
$2,756.25 |
Contract Id | 079041 | COMMONWEALTH OF KENTUCKY |
County | CUMBERLAND | ||||||
Contract Type | GRHV GRADE HEAVY (OVER MILLION CY) | TRANSPORTATION CABINET |
Primary Project Number | DB02900900741 | ||||||
Estimate Nbr | 0121 | Period | 08/09/2014 TO 08/22/2014 | |||||||
Contractor | L-M ASPHALT D/B/A ATS CONST J/V GADDIE-SHAMROCK | |||||||||
Project | DB02900610741 | Fed/State Project Number | FD04 029 0061 | 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 KY61 | 00003 | TON | 57,290.00 | 57,290.000 | 57,290.000 | 57,290.000 | 20.15 | 1,154,393.50 | |||
0020 | TRAFFIC BOUND BASE KY61 | 00020 | TON | 2,892.00 | 2,892.000 | 2,892.000 | 2,892.000 | 18.50 | 53,502.00 | |||
0030 | CRUSHED AGGREGATE SIZE NO 2 KY61 | 00078 | TON | 85,572.00 | 85,572.000 | 85,572.000 | 85,572.000 | 18.50 | 1,583,082.00 | |||
0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 287.00 | 287.000 | 287.000 | 287.000 | 80.00 | 22,960.00 | |||
0050 | LEVELING & WEDGING PG64-22 KY61 | 00190 | TON | 506.00 | 506.000 | 506.000 | 506.000 | 60.25 | 30,486.50 | |||
0060 | CL2 ASPH BASE 1.00D PG64-22 KY61 | 00212 | TON | 39,811.00 | 39,811.000 | 39,811.000 | 39,811.000 | 55.95 | 2,227,425.45 | |||
0070 | CL2 ASPH BIND 0.50D PG64-22 KY61 | 00272 | TON | 11,078.00 | 11,078.000 | 11,078.000 | 11,078.000 | 58.85 | 651,940.30 | |||
0080 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 35.00 | 35.000 | 35.000 | 35.000 | 600.00 | 21,000.00 | |||
0090 | CL2 ASPH SURF 0.38D PG64-22 KY61 | 00301 | TON | 10,629.00 | 10,629.000 | 10,629.000 | 10,629.000 | 60.55 | 643,585.95 | |||
0100 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 20,262.00 | 20,262.000 | 20,262.000 | 20,262.000 | 1.85 | 37,484.70 | |||
0110 | ENTRANCE PIPE-15 INCH | 00440 | LF | 898.00 | 898.000 | 898.000 | 898.000 | 38.80 | 34,842.40 | |||
0120 | ENTRANCE PIPE-18 INCH KY61 | 00441 | LF | 702.00 | 702.000 | 702.000 | 702.000 | 40.60 | 28,501.20 | |||
0130 | ENTRANCE PIPE-24 INCH KY61 | 00443 | LF | 162.00 | 162.000 | 162.000 | 162.000 | 45.10 | 7,306.20 | |||
0140 | ENTRANCE PIPE-30 INCH KY61 | 00445 | LF | 90.00 | 90.000 | 90.000 | 90.000 | 52.70 | 4,743.00 | |||
0150 | CULVERT PIPE-18 INCH KY61 | 00462 | LF | 264.00 | 264.000 | 264.000 | 264.000 | 62.00 | 16,368.00 | |||
0160 | CULVERT PIPE-24 INCH KY61 | 00464 | LF | 490.00 | 490.000 | 490.000 | 490.000 | 72.00 | 35,280.00 | |||
0170 | CULVERT PIPE-30 INCH KY61 | 00466 | LF | 975.00 | 975.000 | 975.000 | 975.000 | 84.40 | 82,290.00 | |||
0180 | CULVERT PIPE-36 INCH KY61 | 00468 | LF | 618.00 | 618.000 | 618.000 | 618.000 | 106.00 | 65,508.00 | |||
0190 | CULVERT PIPE-42 INCH KY61 | 00469 | LF | 480.00 | 480.000 | 480.000 | 480.000 | 115.00 | 55,200.00 | |||
0200 | CULVERT PIPE-48 INCH | 00470 | LF | 182.00 | 182.000 | 182.000 | 182.000 | 156.00 | 28,392.00 | |||
0210 | PERFORATED PIPE-4 INCH | 01000 | LF | 1,443.00 | 1,443.000 | 1,443.000 | 1,443.000 | 8.45 | 12,193.35 | |||
0220 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 336.00 | 336.000 | 336.000 | 336.000 | 8.45 | 2,839.20 | |||
0230 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
0240 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 26.00 | 26.000 | 26.000 | 26.000 | 600.00 | 15,600.00 | |||
0250 | METAL END SECTION TY 3-18 INCH | 01391 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 950.00 | 3,800.00 | |||
0260 | METAL END SECTION TY 3-24 INCH | 01393 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,100.00 | 8,800.00 | |||
0270 | METAL END SECTION TY 3-30 INCH | 01394 | EACH | 19.00 | 19.000 | 19.000 | 19.000 | 2,400.00 | 45,600.00 | |||
0280 | METAL END SECTION TY 3-36 INCH | 01395 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 3,200.00 | 25,600.00 | |||
0290 | METAL END SECTION TY 3-42 INCH | 01396 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 3,750.00 | 26,250.00 | |||
0300 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,600.00 | 5,200.00 | |||
0310 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,900.00 | 3,900.00 | |||
0320 | DROP BOX INLET TYPE 4 | 01499 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
0330 | BARRICADE-TYPE III | 02014 | EACH | 39.00 | 39.000 | 39.000 | 39.000 | 400.00 | 15,600.00 | |||
0340 | REMOVE PAVEMENT | 02091 | SQYD | 59,062.00 | 59,062.000 | 59,062.000 | 59,062.000 | 3.50 | 206,717.00 | |||
0350 | TEMPORARY DITCH | 02159 | LF | 28,951.00 | 28,951.000 | 28,951.000 | 28,951.000 | 1.50 | 43,426.50 | |||
0360 | ROADWAY EXCAVATION KY61 | 02200 | CUYD | 134,538.00 | 134,538.000 | 134,538.000 | 134,538.000 | 9.68 | 1,302,327.84 | |||
0370 | EMBANKMENT IN PLACE KY61 | 02230 | CUYD | 173,778.00 | 173,778.000 | 173,778.000 | 173,778.000 | 7.71 | 1,339,828.38 | |||
0380 | WATER | 02242 | MGAL | 500.00 | 500.000 | 500.000 | 500.000 | 1.00 | 500.00 | |||
0390 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,725.00 | 3,725.000 | 3,725.000 | 3,725.000 | 24.00 | 89,400.00 | |||
0400 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 60.00 | 420.00 | |||
0410 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 3,200.00 | 32,000.00 | |||
0420 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
0430 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
0440 | REMOVE GUARDRAIL | 02381 | LF | 861.00 | 861.000 | 861.000 | 861.000 | 1.85 | 1,592.85 | |||
0450 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 2,350.00 | 42,300.00 | |||
0460 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 205.00 | 1,230.00 | |||
0470 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 150.00 | 150.000 | 150.000 | 150.000 | 95.00 | 14,250.00 | |||
0480 | WITNESS POST | 02432 | EACH | 150.00 | 150.000 | 150.000 | 150.000 | 62.00 | 9,300.00 | |||
0490 | CHANNEL LINING CLASS II KY61 | 02483 | TON | 3,164.00 | 3,164.000 | 3,164.000 | 3,164.000 | 24.00 | 75,936.00 | |||
0500 | CLEARING AND GRUBBING KY61 70 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 166,900.00 | 166,900.00 | |||
0510 | SIGNS | 02562 | SQFT | 546.75 | 546.750 | 546.750 | 546.750 | 10.00 | 5,467.50 | |||
0520 | PROJECT CPM SCHEDULE KY61 | 02570 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
0530 | EDGE KEY | 02585 | LF | 208.00 | 208.000 | 208.000 | 208.000 | 10.00 | 2,080.00 | |||
0540 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 390,384.00 | 390,384.000 | 390,384.000 | 390,384.000 | 1.90 | 741,729.60 | |||
0550 | MAINTAIN & CONTROL TRAFFIC KY61 | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 131,900.00 | 131,900.00 | |||
0560 | DIVERSIONS (BY-PASS DETOURS) KY61 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 338,000.00 | 338,000.00 | |||
0570 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 10,000.00 | 40,000.00 | |||
0580 | TEMPORARY SILT FENCE | 02701 | LF | 28,951.00 | 28,951.000 | 28,951.000 | 28,951.000 | 3.00 | 86,853.00 | |||
0590 | SILT TRAP TYPE A | 02703 | EACH | 69.00 | 69.000 | 69.000 | 69.000 | 200.00 | 13,800.00 | |||
0600 | SILT TRAP TYPE B | 02704 | EACH | 94.00 | 94.000 | 94.000 | 94.000 | 200.00 | 18,800.00 | |||
0610 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 208.00 | 208.000 | 208.000 | 208.000 | 10.00 | 2,080.00 | |||
0620 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 282.00 | 282.000 | 282.000 | 282.000 | 10.00 | 2,820.00 | |||
0630 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 28,951.00 | 28,951.000 | 28,951.000 | 28,951.000 | 0.10 | 2,895.10 | |||
0640 | STAKING KY61 | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 160,000.00 | 160,000.00 | |||
0650 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
0660 | EROSION CONTROL BLANKET | 05950 | SQYD | 28,218.00 | 28,218.000 | 28,218.000 | 28,218.000 | 1.55 | 43,737.90 | |||
0670 | TEMPORARY MULCH | 05952 | SQYD | 99,282.00 | 99,282.000 | 99,282.000 | 99,282.000 | 0.21 | 20,849.22 | |||
0680 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 44,330.00 | 44,330.000 | 44,330.000 | 44,330.000 | 0.23 | 10,195.90 | |||
0690 | TOPDRESSING FERTILIZER | 05966 | TON | 5.10 | 5.100 | 5.100 | 5.100 | 650.00 | 3,315.00 | |||
0700 | SEEDING AND PROTECTION | 05985 | SQYD | 88,784.00 | 88,784.000 | 88,784.000 | 88,784.000 | 0.34 | 30,186.56 | |||
0710 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 10,498.00 | 10,498.000 | 10,498.000 | 10,498.000 | 0.25 | 2,624.50 | |||
0720 | SODDING | 05990 | SQYD | 21,322.00 | 21,322.000 | 21,322.000 | 21,322.000 | 5.50 | 117,271.00 | |||
0730 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 29,552.00 | 29,552.000 | 29,552.000 | 29,552.000 | 0.20 | 5,910.40 | |||
0740 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 120,811.00 | 149,616.500 | 149,616.500 | 149,616.500 | 0.22 | 32,915.63 | |||
0750 | PAVE STRIPING REMOVAL-4 INCH | 06530 | LF | 3,652.00 | 3,652.000 | 3,652.000 | 3,652.000 | 0.80 | 2,921.60 | |||
0760 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 67.00 | 67.000 | 67.000 | 67.000 | 6.00 | 402.00 | |||
0770 | CONCRETE-CLASS A | 08100 | CUYD | 22.00 | 22.000 | 22.000 | 22.000 | 850.00 | 18,700.00 | |||
0780 | STEEL REINFORCEMENT | 08150 | LB | 1,781.00 | 1,781.000 | 1,781.000 | 1,781.000 | 2.00 | 3,562.00 | |||
0830 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 57,902.00 | 57,902.000 | 57,902.000 | 57,902.000 | 0.42 | 24,318.84 | |||
0840 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 66.00 | 66.000 | 66.000 | 66.000 | 65.00 | 4,290.00 | |||
0850 | SILT TRAP TYPE C | 20496NS843 | EACH | 69.00 | 69.000 | 69.000 | 69.000 | 300.00 | 20,700.00 | |||
0860 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 208.00 | 208.000 | 208.000 | 208.000 | 10.00 | 2,080.00 | |||
0870 | INSTALL PROJECT ID SIGN (72 IN X 120 IN) | 21132NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
0880 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 10,821.00 | 10,821.000 | 10,821.000 | 10,821.000 | 1.90 | 20,559.90 | |||
0890 | DESIGN KY61 | 21512NS | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,374,932.00 | 1,374,932.00 | |||
0900 | RIGHT OF WAY ACQUISITION SERVICES KY61 | 22010NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 473,100.00 | 473,100.00 | |||
0910 | UTILITY RELOCATION SERVICES KY61 | 22011NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 67,961.00 | 67,961.00 | |||
0920 | QC/QA KY61 | 22380NN | LS | 1.00 | 0.000 | 0.000 | 0.000 | 156,200.00 | 0.00 | |||
0930 | FORMAL PARTNERING KY61 | 22398NN | DOLL | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
0950 | REMOVE/SAFELOAD PIPE KY61 | 22828NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,200.00 | 12,200.00 | |||
0960 | DEMOLITION KY61 | 22829NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
0970 | ROADWAY EXCAVATION SPECIAL UNDERCUT KY61 | 22830EN | CUYD | 28,431.00 | 28,431.000 | 28,431.000 | 28,431.000 | 6.40 | 181,958.40 | |||
0980 | REFILL UNDERCUT KY61 | 22831EN | CUYD | 28,431.00 | 28,431.000 | 28,431.000 | 28,431.000 | 9.80 | 278,623.80 | |||
8177 | QC/QA KY 61 (REVISED) | 22380NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 146,200.00 | 146,200.00 | |||
8210 | FUEL ADJUSTMENT - KY 61 | 10020NS | DOLL | 0.00 | -32,113.609 | -32,113.610 | -32,113.610 | 1.00 | -32,113.61 | |||
8211 | ASPHALT ADJUSTMENT - KY 61 | 10030NS | DOLL | 0.00 | 374,442.711 | 374,442.710 | 374,442.710 | 1.00 | 374,442.71 | |||
8212 | LOT PAY ADJUSTMENT - KY 61 | 10000NS | DOLL | 0.00 | 11,981.981 | 11,981.980 | 11,981.980 | 1.00 | 11,981.98 | |||
8213 | RIDE QUALITY ADJUSTMENT ASPH - KY 61 | 10005NS | DOLL | 0.00 | 45,837.421 | 45,837.420 | 45,837.420 | 1.00 | 45,837.42 | |||
8257 | CENTERLINE RUMBLE STRIPS -12 Inch (KY 61) | 20458MS403 | LF | 0.00 | 28,054.000 | 28,054.000 | 28,054.000 | 0.39 | 10,941.06 | |||
Project | DB02900610741 | Fed/State Project Number | FD04 029 0061 | Category | 0002 BRIDGE | |||||||
0990 | BOX CULVERT 7X4 @ 215+50 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 90,000.00 | 90,000.00 | |||
Project | DB02900610741 | Fed/State Project Number | FD04 029 0061 | Category | 0003 BRIDGE | |||||||
1000 | DOUBLE BOX CULVERT DBL 9X5 @ 231+45 | 22833NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 207,500.00 | 207,500.00 | |||
Project | DB02900610741 | Fed/State Project Number | FD04 029 0061 | Category | 0004 BRIDGE | |||||||
1010 | BOX CULVERT 10X4 @ 250+88 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 140,000.00 | 140,000.00 | |||
Project | DB02900610741 | Fed/State Project Number | FD04 029 0061 | Category | 0005 BRIDGE | |||||||
1020 | BOX CULVERT 10X4 @ 278+37 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 110,500.00 | 110,500.00 | |||
Project | DB02900610741 | Fed/State Project Number | FD04 029 0061 | Category | 0006 BRIDGE | |||||||
1030 | DOUBLE BOX CULVERT DBL 6X3 @ 296+43 | 22833NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 142,500.00 | 142,500.00 | |||
Project | DB02900610741 | Fed/State Project Number | FD04 029 0061 | Category | 0007 BRIDGE | |||||||
1040 | BOX CULVERT 8X5 @ 312+68 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 116,000.00 | 116,000.00 | |||
Project | DB02900610741 | Fed/State Project Number | FD04 029 0061 | Category | 0008 BRIDGE | |||||||
1050 | BRIDGE 345+95 | 22394NN | LS | 1.00 | 0.000 | 0.000 | 0.000 | 265,000.00 | 0.00 | |||
8089 | STRUCTURE GRANULAR BACKFILL Logan Branch | 02231 | CUYD | 0.00 | 51.800 | 51.800 | 51.800 | 30.00 | 1,554.00 | |||
8090 | MASONRY COATING Logan Branch | 02998 | SQYD | 0.00 | 243.800 | 243.800 | 243.800 | 20.00 | 4,876.00 | |||
8091 | ARMORED EDGE FOR CONCRETE Logan Branch | 03299 | LF | 0.00 | 80.000 | 80.000 | 80.000 | 100.00 | 8,000.00 | |||
8092 | STRUCTURE EXCAVATION-COMMON Logan Branch | 08001 | CUYD | 0.00 | 186.100 | 186.100 | 186.100 | 50.00 | 9,305.00 | |||
8093 | STRUCTURE EXCAV-SOLID ROCK Logan Branch | 08002 | CUYD | 0.00 | 21.000 | 21.000 | 21.000 | 100.00 | 2,100.00 | |||
8094 | CYCLOPEAN STONE RIP RAP Logan Branch | 08019 | TON | 0.00 | 150.000 | 150.000 | 150.000 | 35.00 | 5,250.00 | |||
8095 | CONCRETE-CLASS A Logan Branch | 08100 | CUYD | 0.00 | 110.200 | 110.200 | 110.200 | 650.00 | 71,630.00 | |||
8096 | CONCRETE-CLASS AA Logan Branch | 08104 | CUYD | 0.00 | 46.100 | 46.100 | 46.100 | 800.00 | 36,880.00 | |||
8097 | STEEL REINFORCEMENT Logan Branch | 08150 | LB | 0.00 | 9,350.000 | 9,350.000 | 9,350.000 | 1.15 | 10,752.50 | |||
8098 | STEEL REINFORCEMENT-EPOXY COATED Logan Branch | 08151 | LB | 0.00 | 11,012.000 | 11,012.000 | 11,012.000 | 1.25 | 13,765.00 | |||
8099 | PRECAST PC BOX BEAM SB17 Logan Branch | 08668 | LF | 0.00 | 116.000 | 116.000 | 116.000 | 300.00 | 34,800.00 | |||
8100 | RAIL SYSTEM TYPE III Logan Branch | 21532ED | LF | 0.00 | 60.000 | 60.000 | 60.000 | 125.00 | 7,500.00 | |||
8113 | REMOVE STRUCTURE Logan Branch | 02731 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 58,587.50 | 58,587.50 | |||
Project | DB02900610741 | Fed/State Project Number | FD04 029 0061 | Category | 0009 BRIDGE | |||||||
1060 | BOX CULVERT 8X4 @ 367+84 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 91,500.00 | 91,500.00 | |||
Project | DB02900610741 | Fed/State Project Number | FD04 029 0061 | Category | 0010 BRIDGE | |||||||
1070 | BOX CULVERT 5X3 @ 382+39 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 70,750.00 | 70,750.00 | |||
Project | DB02900610741 | Fed/State Project Number | FD04 029 0061 | Category | 0011 BRIDGE | |||||||
1080 | BOX CULVERT 5X3 @ 398+36 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 72,500.00 | 72,500.00 | |||
Project | DB02900610741 | Fed/State Project Number | FD04 029 0061 | Category | 0012 BRIDGE | |||||||
1090 | DOUBLE BOX CULVERT DBL 9X5 @ 405+51 | 22833NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 175,000.00 | 175,000.00 | |||
Project | DB02900610741 | Fed/State Project Number | FD04 029 0061 | Category | 0013 BRIDGE | |||||||
1100 | BRIDGE 420+50 | 22394NN | LS | 1.00 | 0.000 | 0.000 | 0.000 | 300,000.00 | 0.00 | |||
8101 | STRUCTURE GRANULAR BACKFILL Smith Br. Sta. 420+46.55 | 02231 | CUYD | 0.00 | 57.000 | 57.000 | 57.000 | 30.00 | 1,710.00 | |||
8102 | MASONRY COATING Smith Br. Sta. 420+46.55 | 02998 | SQYD | 0.00 | 305.200 | 305.200 | 305.200 | 20.00 | 6,104.00 | |||
8103 | ARMORED EDGE FOR CONCRETE Smith Br. Sta. 420+46.55 | 03299 | LF | 0.00 | 88.200 | 88.200 | 88.200 | 100.00 | 8,820.00 | |||
8104 | STRUCTURE EXCAVATION-COMMON Smith Br. Sta. 420+46.55 | 08001 | CUYD | 0.00 | 255.100 | 255.100 | 255.100 | 50.00 | 12,755.00 | |||
8105 | STRUCTURE EXCAV-SOLID ROCK Smith Br. Sta. 420+46.55 | 08002 | CUYD | 0.00 | 21.700 | 21.700 | 21.700 | 100.00 | 2,170.00 | |||
8106 | CYCLOPEAN STONE RIP RAP Smith Br. Sta. 420+46.55 | 08019 | TON | 0.00 | 313.000 | 313.000 | 313.000 | 35.00 | 10,955.00 | |||
8107 | CONCRETE-CLASS A Smith Br. Sta. 420+46.55 | 08100 | CUYD | 0.00 | 200.100 | 200.100 | 200.100 | 650.00 | 130,065.00 | |||
8108 | CONCRETE-CLASS AA Smith Br. Sta. 420+46.55 | 08104 | CUYD | 0.00 | 47.900 | 47.900 | 47.900 | 800.00 | 38,320.00 | |||
8109 | STEEL REINFORCEMENT Smith Br. Sta. 420+46.55 | 08150 | LB | 0.00 | 17,646.000 | 17,646.000 | 17,646.000 | 1.15 | 20,292.90 | |||
8110 | STEEL REINFORCEMENT-EPOXY COATED Smith Br. Sta. 420+46.55 | 08151 | LB | 0.00 | 12,761.000 | 12,761.000 | 12,761.000 | 1.25 | 15,951.25 | |||
8111 | PRECAST PC BOX BEAM SB17 Smith Br. Sta. 420+46.55 | 08668 | LF | 0.00 | 110.000 | 110.000 | 110.000 | 300.00 | 33,000.00 | |||
8112 | RAIL SYSTEM TYPE III Smith Br. Sta. 420+46.55 | 21532ED | LF | 0.00 | 57.500 | 57.500 | 57.500 | 125.00 | 7,187.50 | |||
8114 | REMOVE STRUCTURE Smith Branch | 02731 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 12,669.35 | 12,669.35 | |||
Project | DB02900610741 | Fed/State Project Number | FD04 029 0061 | Category | 0014 BRIDGE | |||||||
1110 | BOX CULVERT 8X4 @ 451+89 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 84,000.00 | 84,000.00 | |||
Project | DB02900610741 | Fed/State Project Number | FD04 029 0061 | Category | 0015 BRIDGE | |||||||
1120 | BOX CULVERT 8X4 @ 460+62 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 90,000.00 | 90,000.00 | |||
Project | DB02900610741 | Fed/State Project Number | FD04 029 0061 | Category | 0017 MOBILIZATION AND DEMOBILIZATION | |||||||
1130 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 762,966.23 | 762,966.23 | |||
1140 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 457,778.14 | 343,333.61 | |||
Project | DB02900610741 | Fed/State Project Number | FD04 029 0061 | Category | 0018 Waterline Relocation - KY61 | |||||||
8126 | PVC PIPE-6 INCH WATERLINE | 03385 | LF | 0.00 | 20,100.000 | 20,100.000 | 20,100.000 | 11.55 | 232,155.00 | |||
8127 | PVC PIPE-4 INCH WATERLINE | 03383 | LF | 0.00 | 1,300.000 | 1,300.000 | 1,300.000 | 7.35 | 9,555.00 | |||
8128 | PVC PIPE-2 INCH WATERLINE | 03381 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 6.30 | 0.00 | |||
8129 | SERVICE LINE-3/4 IN | 20311EC | LF | 0.00 | 0.000 | 0.000 | 0.000 | 5.25 | 0.00 | |||
8130 | SERVICE LINE - 1 IN | 21558EC | LF | 0.00 | 0.000 | 0.000 | 0.000 | 6.30 | 0.00 | |||
8131 | TEE 6 IN X 6 IN X 4 IN | 20125EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 210.00 | 210.00 | |||
8132 | TEE 4 IN X 4 IN X 2 IN | 20125EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
8133 | TAP SLEEVE AND VALVE-6 IN CAP AND BLOCK | 22030NN | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 1,890.00 | 15,120.00 | |||
8134 | CAP AND BLOCK-6 IN COUPLING | 22605NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 525.00 | 525.00 | |||
8135 | TAPPING SLEEVE & VALVE CAP AND BLOCK 4 INCH | 03551 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,575.00 | 1,575.00 | |||
8136 | TAPPING SLEEVE & VALVE CAP AND BLOCK 2 INCH | 03551 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 945.00 | 945.00 | |||
8137 | STREAM CROSSING | 21997EN | LF | 0.00 | 415.000 | 415.000 | 415.000 | 94.50 | 39,217.50 | |||
8138 | INLINE GATE VALVE - 4 IN | 21785ED | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 567.00 | 0.00 | |||
8139 | GATE VALVE-6 INCH INLINE | 03526 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 651.00 | 5,208.00 | |||
8140 | REDUCER 6 IN X 4 IN PVC | 20825ED | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 168.00 | 168.00 | |||
8141 | RELOCATE WATER METER | 03431 | EACH | 0.00 | 26.000 | 26.000 | 26.000 | 777.00 | 20,202.00 | |||
8142 | RECONNECT METER | 20169EC | EACH | 0.00 | 18.000 | 18.000 | 18.000 | 493.50 | 8,883.00 | |||
8143 | BORE AND JACK PIPE-12 IN STEEL ENCASEMENT | 21400ED | LF | 0.00 | 286.000 | 286.000 | 286.000 | 99.75 | 28,528.50 | |||
8144 | STEEL ENCASEMENT PIPE-12 INCH OPEN CUT | 01069 | LF | 0.00 | 394.000 | 394.000 | 394.000 | 68.25 | 26,890.50 | |||
8145 | BORE & JACK ENCASEMENT PIPE 10 IN | 20086ES706 | LF | 0.00 | 40.000 | 40.000 | 40.000 | 89.25 | 3,570.00 | |||
8192 | SERVICE LINE-3/4 IN (< 3 FT BURIAL DEPTH) | 20311EC | LF | 0.00 | 4,541.000 | 4,541.000 | 4,541.000 | 5.25 | 23,840.25 | |||
8193 | SERVICE LINE-3/4 IN (3.0 TO 6.0 FT. BURIAL DEPTH) | 20311EC | LF | 0.00 | 634.000 | 634.000 | 634.000 | 10.50 | 6,657.00 | |||
8194 | SERVICE LINE-3/4 IN (> 6.0 FT. BURIAL DEPTH) | 20311EC | LF | 0.00 | 400.000 | 400.000 | 400.000 | 15.75 | 6,300.00 | |||
8208 | BLOW-OFF ASSEMBLY - 6 INCH | 01315 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,575.00 | 1,575.00 | |||
8209 | MOBILIZATION & DEMOBILIZATION | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
SUBTOT | $0.00 |
$18,767,607.32 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1030-1-0I |
Box culvert Sta. 296+43 | LS |
1.00 | 0010 | $45423.120000 | $43,151.96 | ||||||
1040-1-0I |
Box culvert 312+68 | LS |
1.00 | 0010 | $31569.450000 | $29,990.98 | ||||||
1110-1-0I |
Box culvert Sta. 451+89 | LS |
1.00 | 0010 | $23631.380000 | $22,449.81 | ||||||
1050-1-0I |
4 Beams (116 LF total) | LF |
116.00 | 0011 | $194.510000 | $21,435.00 | ||||||
1100-1-0I |
4 Beams (110 LF Total) | LF |
110.00 | 0012 | $193.450000 | $20,215.53 | ||||||
0990-1-0I |
Precast Box Culvert STA 215+50 | LS |
1.00 | 0021 | $26138.010000 | $24,831.11 | ||||||
0990-2-0I |
steel reinf (Box Culvert Sta. 215+50) | LB |
654.00 | 0028 | $0.516220 | $320.73 | ||||||
1000-1-0I |
steel reinf (Box Culvert Sta. 231+45) | LB |
1,263.00 | 0028 | $0.516210 | $619.39 | ||||||
1010-1-0I |
steel reinf (Box Culvert Sta. 250+88) | LB |
912.00 | 0028 | $0.516210 | $447.24 | ||||||
1020-1-0I |
steel reinf. (Box Culvert Sta. 278+37) | LB |
912.00 | 0028 | $0.516210 | $447.25 | ||||||
1030-2-0I |
steel reinf (Box culvert Sta. 296+43) | LB |
704.00 | 0028 | $0.516220 | $345.25 | ||||||
1040-2-0I |
steel reinf. (Box Culvert Sta. 312+68) | LB |
856.00 | 0028 | $0.516210 | $419.79 | ||||||
1060-1-0I |
steel reinf (Box Culvert Sta. 367+84) | LB |
964.00 | 0028 | $0.516220 | $472.76 | ||||||
1070-1-0I |
steel Reinf (box Culvert Sta. 382+39) | LB |
431.00 | 0028 | $0.516220 | $211.37 | ||||||
1080-1-0I |
steel reinf. (Box Culvert Sta. 398+36) | LB |
431.00 | 0028 | $0.516220 | $211.37 | ||||||
1090-1-0I |
steel reinf (Box Culvert Sta. 405+51) | LB |
1,263.00 | 0028 | $0.516210 | $619.39 | ||||||
1110-2-0I |
steel reinf (Box Culvert Sta. 451+89) | LB |
695.00 | 0028 | $0.516220 | $340.84 | ||||||
1120-1-0I |
steel reinf (Box Culvert Sta. 460+62) | LB |
702.00 | 0028 | $0.516210 | $344.26 | ||||||
8109-1-0I |
steel reinf (Bridge Abut Sta 420+45.55) | LB |
17,646.00 | 0028 | $0.516220 | $8,653.76 | ||||||
8110-1-0I |
Epoxy Steel Reinf (Abut. Sta. 420+46.55) | LB |
982.00 | 0028 | $0.544310 | $507.79 | ||||||
8096-1-0I |
SIP Form (Bridge Deck) Logan Br. | SQFT |
578.00 | 0031 | $5.822660 | $3,197.23 | ||||||
8108-1-0I |
SIP Metal Forms (Bridge Deck) Smith Br. | SQFT |
548.00 | 0031 | $6.141420 | $3,197.23 | ||||||
8098-1-0I |
Epoxy reinf. steel (Bridge 345+95 Drw. # 26406) | LB |
11,012.00 | 0032 | $0.544310 | $5,694.24 | ||||||
8110-1-1I |
Epoxy Steel Reinf (Abut. Sta. 420+46.55) | LB |
12,969.00 | 0032 | $0.544310 | $6,706.19 | ||||||
1010-2-0I |
Box Culvert Sta. 250+88 | LS |
1.00 | 0033 | $4621769.000000 | $43,906.81 | ||||||
1020-2-0I |
Box Culvert Sta. 278+37 | LS |
1.00 | 0033 | $37139.220000 | $35,282.25 | ||||||
1060-2-0I |
Box Culvert Sta. 367+84 | LS |
1.00 | 0033 | $26076.000000 | $24,772.20 | ||||||
1080-2-0I |
Box Culvert Sta. 398+36 | LS |
1.00 | 0033 | $11543.400000 | $10,966.23 | ||||||
1090-2-0I |
Box Culvert Sta. 405+51 | LS |
1.00 | 0033 | $59231.630000 | $56,270.05 | ||||||
1120-2-0I |
Box Culvert Sta. 460+62 | LS |
1.00 | 0033 | $24989.500000 | $23,740.02 | ||||||
8103-1-0I |
Armored Edge (Bridge Sta. 420+46.55 Smith Br.) | LF |
88.20 | 0033 | $29.680040 | $2,486.89 | ||||||
8097-1-0I |
Steel Reinf (Logan Branch Br Sta. 345+96 | LB |
9,342.00 | 0035 | $0.516220 | $4,581.40 | ||||||
8098-2-0I |
Epoxy Steel Reinf (Logan Branch Br Sta 345+96 | LB |
696.00 | 0035 | $0.544310 | $359.90 | ||||||
0390-1-0I |
G/R KY 61 | LF |
3,725.00 | 0063 | $9.709600 | $34,359.85 | ||||||
0410-1-0I |
G/R Connector to Bridge End TY A | EACH |
10.00 | 0063 | $1458.189000 | $13,852.80 | ||||||
8109-1-0A |
steel reinf (Bridge Abut Sta 420+45.55) | LB |
4,410.00 | 0028 | $0.516220 | $-2,162.70 | ||||||
8109-1-0A |
steel reinf (Bridge Abut Sta 420+45.55) | LB |
5,292.00 | 0030 | $0.516220 | $-2,595.25 | ||||||
8109-1-0A |
steel reinf (Bridge Abut Sta 420+45.55) | LB |
7,944.00 | 0031 | $0.516220 | $-3,895.81 | ||||||
1110-2-0A |
steel reinf (Box Culvert Sta. 451+89) | LB |
695.00 | 0032 | $0.516220 | $-340.84 | ||||||
1110-1-0A |
Box culvert Sta. 451+89 | LS |
1.00 | 0032 | $23631.380000 | $-22,449.81 | ||||||
8103-1-0A |
Armored Edge (Bridge Sta. 420+46.55 Smith Br.) | LF |
88.20 | 0033 | $29.680040 | $-2,486.89 | ||||||
8108-1-0A |
SIP Metal Forms (Bridge Deck) Smith Br. | SQFT |
0.99 | 0033 | $6.141420 | $-5.83 | ||||||
8110-1-1A |
Epoxy Steel Reinf (Abut. Sta. 420+46.55) | LB |
11,779.00 | 0033 | $0.544310 | $-6,090.85 | ||||||
8110-1-0A |
Epoxy Steel Reinf (Abut. Sta. 420+46.55) | LB |
982.00 | 0033 | $0.544310 | $-507.79 | ||||||
1000-1-0A |
steel reinf (Box Culvert Sta. 231+45) | LB |
757.80 | 0034 | $0.516210 | $-371.63 | ||||||
1080-2-0A |
Box Culvert Sta. 398+36 | LS |
0.60 | 0034 | $11543.400000 | $-6,579.74 | ||||||
1080-1-0A |
steel reinf. (Box Culvert Sta. 398+36) | LB |
431.00 | 0034 | $0.516220 | $-211.37 | ||||||
1000-1-0A |
steel reinf (Box Culvert Sta. 231+45) | LB |
505.20 | 0035 | $0.516210 | $-247.76 | ||||||
1010-2-0A |
Box Culvert Sta. 250+88 | LS |
0.60 | 0035 | $4621769.000000 | $-26,344.09 | ||||||
1010-1-0A |
steel reinf (Box Culvert Sta. 250+88) | LB |
547.20 | 0035 | $0.516210 | $-268.34 | ||||||
1040-2-0A |
steel reinf. (Box Culvert Sta. 312+68) | LB |
513.60 | 0035 | $0.516210 | $-251.87 | ||||||
1040-1-0A |
Box culvert 312+68 | LS |
0.60 | 0035 | $31569.450000 | $-17,994.59 | ||||||
1090-2-0A |
Box Culvert Sta. 405+51 | LS |
0.60 | 0035 | $59231.630000 | $-33,762.03 | ||||||
1090-1-0A |
steel reinf (Box Culvert Sta. 405+51) | LB |
757.80 | 0035 | $0.516210 | $-371.63 | ||||||
0990-2-0A |
steel reinf (Box Culvert Sta. 215+50) | LB |
392.40 | 0037 | $0.516220 | $-192.44 | ||||||
0990-1-0A |
Precast Box Culvert STA 215+50 | LS |
0.60 | 0037 | $26138.010000 | $-14,898.67 | ||||||
1040-2-0A |
steel reinf. (Box Culvert Sta. 312+68) | LB |
342.40 | 0037 | $0.516210 | $-167.92 | ||||||
1040-1-0A |
Box culvert 312+68 | LS |
0.40 | 0037 | $31569.450000 | $-11,996.39 | ||||||
1060-2-0A |
Box Culvert Sta. 367+84 | LS |
0.60 | 0037 | $26076.000000 | $-14,863.32 | ||||||
1060-1-0A |
steel reinf (Box Culvert Sta. 367+84) | LB |
578.40 | 0037 | $0.516220 | $-283.66 | ||||||
0990-2-0A |
steel reinf (Box Culvert Sta. 215+50) | LB |
261.60 | 0038 | $0.516220 | $-128.29 | ||||||
0990-1-0A |
Precast Box Culvert STA 215+50 | LS |
0.40 | 0038 | $26138.010000 | $-9,932.44 | ||||||
1010-2-0A |
Box Culvert Sta. 250+88 | LS |
0.27 | 0038 | $4621769.000000 | $-12,074.37 | ||||||
1010-1-0A |
steel reinf (Box Culvert Sta. 250+88) | LB |
250.80 | 0038 | $0.516210 | $-122.99 | ||||||
1030-2-0A |
steel reinf (Box culvert Sta. 296+43) | LB |
704.00 | 0038 | $0.516220 | $-345.25 | ||||||
1030-1-0A |
Box culvert Sta. 296+43 | LS |
1.00 | 0038 | $45423.120000 | $-43,151.96 | ||||||
1060-2-0A |
Box Culvert Sta. 367+84 | LS |
0.12 | 0038 | $26076.000000 | $-3,096.52 | ||||||
1060-1-0A |
steel reinf (Box Culvert Sta. 367+84) | LB |
120.50 | 0038 | $0.516220 | $-59.10 | ||||||
1080-2-0A |
Box Culvert Sta. 398+36 | LS |
0.27 | 0038 | $11543.400000 | $-3,015.71 | ||||||
1090-2-0A |
Box Culvert Sta. 405+51 | LS |
0.21 | 0038 | $59231.630000 | $-12,098.06 | ||||||
1090-1-0A |
steel reinf (Box Culvert Sta. 405+51) | LB |
271.54 | 0038 | $0.516210 | $-133.17 | ||||||
1070-1-0A |
steel Reinf (box Culvert Sta. 382+39) | LB |
258.60 | 0043 | $0.516220 | $-126.82 | ||||||
1070-1-0A |
steel Reinf (box Culvert Sta. 382+39) | LB |
53.87 | 0044 | $0.516220 | $-26.42 | ||||||
1010-2-0A |
Box Culvert Sta. 250+88 | LS |
0.12 | 0049 | $4621769.000000 | $-5,488.35 | ||||||
1010-1-0A |
steel reinf (Box Culvert Sta. 250+88) | LB |
114.00 | 0049 | $0.516210 | $-55.90 | ||||||
1020-2-0A |
Box Culvert Sta. 278+37 | LS |
0.72 | 0049 | $37139.220000 | $-25,579.63 | ||||||
1020-1-0A |
steel reinf. (Box Culvert Sta. 278+37) | LB |
661.20 | 0049 | $0.516210 | $-324.26 | ||||||
1020-2-0A |
Box Culvert Sta. 278+37 | LS |
0.27 | 0050 | $37139.220000 | $-9,702.62 | ||||||
1020-1-0A |
steel reinf. (Box Culvert Sta. 278+37) | LB |
250.80 | 0050 | $0.516210 | $-122.99 | ||||||
8097-1-0A |
Steel Reinf (Logan Branch Br Sta. 345+96 | LB |
5,258.00 | 0056 | $0.516220 | $-2,578.57 | ||||||
8097-1-0A |
Steel Reinf (Logan Branch Br Sta. 345+96 | LB |
4,084.00 | 0057 | $0.516220 | $-2,002.83 | ||||||
8096-1-0A |
SIP Form (Bridge Deck) Logan Br. | SQFT |
0.99 | 0059 | $5.822660 | $-5.53 | ||||||
8098-2-0A |
Epoxy Steel Reinf (Logan Branch Br Sta 345+96 | LB |
696.00 | 0059 | $0.544310 | $-359.90 | ||||||
8098-1-0A |
Epoxy reinf. steel (Bridge 345+95 Drw. # 26406) | LB |
11,012.00 | 0059 | $0.544310 | $-5,694.24 | ||||||
1060-2-0A |
Box Culvert Sta. 367+84 | LS |
0.07 | 0060 | $26076.000000 | $-1,734.05 | ||||||
1060-1-0A |
steel reinf (Box Culvert Sta. 367+84) | LB |
67.48 | 0060 | $0.516220 | $-33.09 | ||||||
1070-1-0A |
steel Reinf (box Culvert Sta. 382+39) | LB |
30.17 | 0060 | $0.516220 | $-14.80 | ||||||
1120-2-0A |
Box Culvert Sta. 460+62 | LS |
0.40 | 0060 | $24989.500000 | $-9,496.01 | ||||||
1120-1-0A |
steel reinf (Box Culvert Sta. 460+62) | LB |
280.80 | 0060 | $0.516210 | $-137.70 | ||||||
1120-2-0A |
Box Culvert Sta. 460+62 | LS |
0.40 | 0063 | $24989.500000 | $-9,496.01 | ||||||
1120-1-0A |
steel reinf (Box Culvert Sta. 460+62) | LB |
280.80 | 0063 | $0.516210 | $-137.70 | ||||||
1120-2-0A |
Box Culvert Sta. 460+62 | LS |
0.20 | 0064 | $24989.500000 | $-4,748.00 | ||||||
1120-1-0A |
steel reinf (Box Culvert Sta. 460+62) | LB |
140.40 | 0064 | $0.516210 | $-68.85 | ||||||
0390-1-0A |
G/R KY 61 | LF |
1,900.00 | 0071 | $9.709600 | $-17,525.83 | ||||||
0410-1-0A |
G/R Connector to Bridge End TY A | EACH |
4.00 | 0071 | $1458.189000 | $-5,541.12 | ||||||
1060-2-0A |
Box Culvert Sta. 367+84 | LS |
0.20 | 0073 | $26076.000000 | $-5,078.30 | ||||||
1060-1-0A |
steel reinf (Box Culvert Sta. 367+84) | LB |
197.62 | 0073 | $0.516220 | $-96.92 | ||||||
1070-1-0A |
steel Reinf (box Culvert Sta. 382+39) | LB |
88.35 | 0073 | $0.516220 | $-43.33 | ||||||
1080-2-0A |
Box Culvert Sta. 398+36 | LS |
0.12 | 0073 | $11543.400000 | $-1,370.78 | ||||||
1090-2-0A |
Box Culvert Sta. 405+51 | LS |
0.18 | 0073 | $59231.630000 | $-10,409.96 | ||||||
1090-1-0A |
steel reinf (Box Culvert Sta. 405+51) | LB |
233.65 | 0073 | $0.516210 | $-114.59 | ||||||
0390-10C |
G/R KY 61 | LF |
0.00 | 0075 | $9.224121 | $-16,834.02 | ||||||
0410-10C |
G/R Connector to Bridge End TY A | EACH |
0.00 | 0075 | $1385.280000 | $-8,311.68 | ||||||
1050-10C |
4 Beams (116 LF total) | LF |
0.00 | 0075 | $184.784483 | $-21,435.00 | ||||||
1100-10C |
4 Beams (110 LF Total) | LF |
0.00 | 0075 | $183.777545 | $-20,215.53 | ||||||
8096-10C |
SIP Form (Bridge Deck) Logan Br. | SQFT |
0.00 | 0075 | $5.531540 | $-3,191.70 | ||||||
8108-10C |
SIP Metal Forms (Bridge Deck) Smith Br. | SQFT |
0.00 | 0075 | $5.834361 | $-3,191.40 | ||||||
8110-11C |
Epoxy Steel Reinf (Abut. Sta. 420+46.55) | LB |
0.00 | 0075 | $0.517094 | $-615.34 | ||||||
SUBTOT | $0.02 |
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | 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 KY90 | 00003 | TON | 102,730.00 | 102,730.000 | 102,730.000 | 102,730.000 | 20.50 | 2,105,965.00 | |||
0020 | TRAFFIC BOUND BASE KY90 | 00020 | TON | 3,165.00 | 3,165.000 | 3,165.000 | 3,165.000 | 19.00 | 60,135.00 | |||
0030 | CRUSHED AGGREGATE SIZE NO 2 KY90 | 00078 | TON | 39,795.00 | 39,795.000 | 39,795.000 | 39,795.000 | 19.00 | 756,105.00 | |||
0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 604.00 | 604.000 | 604.000 | 604.000 | 80.00 | 48,320.00 | |||
0050 | LEVELING & WEDGING PG64-22 KY90 | 00190 | TON | 6,156.00 | 6,156.000 | 6,156.000 | 6,156.000 | 60.65 | 373,361.40 | |||
0060 | CL2 ASPH BASE 1.00D PG64-22 KY90 | 00212 | TON | 475.00 | 475.000 | 475.000 | 475.000 | 56.45 | 26,813.75 | |||
0070 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 38,128.00 | 38,128.000 | 38,128.000 | 38,128.000 | 56.55 | 2,156,138.40 | |||
0080 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | TON | 2,458.00 | 2,458.000 | 2,458.000 | 2,458.000 | 60.45 | 148,586.10 | |||
0090 | CL1 ASPH BIND 0.50D PG64-22 | 00271 | TON | 3,512.00 | 3,512.000 | 3,512.000 | 3,512.000 | 59.45 | 208,788.40 | |||
0100 | CL2 ASPH BIND 0.50D PG64-22 KY90 | 00272 | TON | 4,897.00 | 4,897.000 | 4,897.000 | 4,897.000 | 59.45 | 291,126.65 | |||
0110 | CL3 ASPH BIND 0.50D PG64-22 | 00274 | TON | 8,816.00 | 8,816.000 | 8,816.000 | 8,816.000 | 59.65 | 525,874.40 | |||
0120 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 72.00 | 72.000 | 72.000 | 72.000 | 600.00 | 43,200.00 | |||
0130 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | TON | 2,443.00 | 2,443.000 | 2,443.000 | 2,443.000 | 60.65 | 148,167.95 | |||
0140 | CL2 ASPH SURF 0.38D PG64-22 KY90 | 00301 | TON | 5,321.00 | 5,321.000 | 5,321.000 | 5,321.000 | 60.65 | 322,718.65 | |||
0150 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 10,423.00 | 10,423.000 | 10,423.000 | 10,423.000 | 60.85 | 634,239.55 | |||
0160 | ENTRANCE PIPE-18 INCH KY90 | 00441 | LF | 1,561.00 | 1,561.000 | 1,561.000 | 1,561.000 | 45.10 | 70,401.10 | |||
0170 | ENTRANCE PIPE-24 INCH KY90 | 00443 | LF | 266.00 | 266.000 | 266.000 | 266.000 | 50.80 | 13,512.80 | |||
0180 | ENTRANCE PIPE-30 INCH KY90 | 00445 | LF | 68.00 | 68.000 | 68.000 | 68.000 | 55.70 | 3,787.60 | |||
0190 | CULVERT PIPE-18 INCH KY90 | 00462 | LF | 496.00 | 496.000 | 496.000 | 496.000 | 71.20 | 35,315.20 | |||
0200 | CULVERT PIPE-24 INCH KY90 | 00464 | LF | 501.00 | 501.000 | 501.000 | 501.000 | 72.80 | 36,472.80 | |||
0210 | CULVERT PIPE-30 INCH KY90 | 00466 | LF | 266.00 | 266.000 | 266.000 | 266.000 | 101.00 | 26,866.00 | |||
0220 | CULVERT PIPE-36 INCH KY90 | 00468 | LF | 470.00 | 470.000 | 470.000 | 470.000 | 91.80 | 43,146.00 | |||
0230 | CULVERT PIPE-42 INCH KY90 | 00469 | LF | 265.00 | 265.000 | 265.000 | 265.000 | 124.00 | 32,860.00 | |||
0240 | CULVERT PIPE-54 INCH | 00471 | LF | 721.00 | 721.000 | 721.000 | 721.000 | 163.00 | 117,523.00 | |||
0250 | STORM SEWER PIPE-18 INCH | 00522 | LF | 799.00 | 799.000 | 799.000 | 799.000 | 83.50 | 66,716.50 | |||
0260 | PERFORATED PIPE-4 INCH | 01000 | LF | 22,074.00 | 22,074.000 | 22,074.000 | 22,074.000 | 8.45 | 186,525.30 | |||
0270 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 900.00 | 900.000 | 900.000 | 900.000 | 8.45 | 7,605.00 | |||
0280 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 65.00 | 65.000 | 65.000 | 65.000 | 500.00 | 32,500.00 | |||
0290 | METAL END SECTION TY 3-18 INCH | 01391 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 950.00 | 3,800.00 | |||
0300 | METAL END SECTION TY 3-24 INCH | 01393 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,100.00 | 6,600.00 | |||
0310 | METAL END SECTION TY 3-30 INCH | 01394 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,400.00 | 9,600.00 | |||
0320 | METAL END SECTION TY 3-36 INCH | 01395 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
0330 | METAL END SECTION TY 4-18 INCH | 01411 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,150.00 | 2,300.00 | |||
0340 | METAL END SECTION TY 4-24 INCH | 01413 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,250.00 | 7,500.00 | |||
0350 | METAL END SECTION TY 4-30 INCH | 01414 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,100.00 | 6,200.00 | |||
0360 | METAL END SECTION TY 4-36 INCH | 01415 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,200.00 | 12,600.00 | |||
0370 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,350.00 | 2,350.00 | |||
0380 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
0390 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,600.00 | 5,200.00 | |||
0400 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,900.00 | 7,800.00 | |||
0410 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,100.00 | 4,100.00 | |||
0420 | CURB BOX INLET TYPE A | 01456 | EACH | 4.00 | 18.000 | 18.000 | 18.000 | 3,500.00 | 63,000.00 | |||
0430 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,250.00 | 3,250.00 | |||
0440 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,150.00 | 3,150.00 | |||
0450 | DROP BOX INLET TYPE 13G | 01559 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 3,085.00 | 33,935.00 | |||
0460 | ADJUST MANHOLE | 01792 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
0470 | STANDARD CURB AND GUTTER | 01810 | LF | 4,617.00 | 4,617.000 | 4,617.000 | 4,617.000 | 27.00 | 124,659.00 | |||
0480 | ASPHALT WEDGE CURB | 01897 | LF | 116.00 | 116.000 | 116.000 | 116.000 | 22.00 | 2,552.00 | |||
0490 | BARRICADE-TYPE III | 02014 | EACH | 33.00 | 33.000 | 33.000 | 33.000 | 400.00 | 13,200.00 | |||
0500 | REMOVE PAVEMENT | 02091 | SQYD | 40,776.00 | 40,776.000 | 40,776.000 | 40,776.000 | 3.50 | 142,716.00 | |||
0510 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 769.00 | 3,169.000 | 3,169.000 | 3,169.000 | 70.00 | 221,830.00 | |||
0520 | TEMPORARY DITCH | 02159 | LF | 43,486.00 | 43,486.000 | 43,486.000 | 43,486.000 | 1.50 | 65,229.00 | |||
0530 | ROADWAY EXCAVATION KY90 | 02200 | CUYD | 960,036.28 | 960,036.280 | 960,036.280 | 960,036.280 | 8.65 | 8,304,313.82 | |||
0540 | EMBANKMENT IN PLACE KY90 | 02230 | CUYD | 356,717.35 | 356,717.350 | 356,717.350 | 356,717.350 | 2.52 | 898,927.72 | |||
0550 | WATER | 02242 | MGAL | 1,000.00 | 1,000.000 | 1,000.000 | 1,000.000 | 1.00 | 1,000.00 | |||
0560 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 13,239.50 | 13,239.500 | 13,239.500 | 13,239.500 | 24.00 | 317,748.00 | |||
0570 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 36.00 | 36.000 | 36.000 | 36.000 | 60.00 | 2,160.00 | |||
0580 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 3,200.00 | 32,000.00 | |||
0590 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,050.00 | 6,100.00 | |||
0600 | REMOVE GUARDRAIL | 02381 | LF | 10,852.00 | 10,852.000 | 10,852.000 | 10,852.000 | 1.85 | 20,076.20 | |||
0610 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 49.00 | 49.000 | 49.000 | 49.000 | 2,350.00 | 115,150.00 | |||
0620 | TEMPORARY GUARDRAIL | 02397 | LF | 4,807.50 | 4,807.500 | 4,807.500 | 4,807.500 | 10.00 | 48,075.00 | |||
0630 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 199.00 | 199.000 | 199.000 | 199.000 | 95.00 | 18,905.00 | |||
0640 | WITNESS POST | 02432 | EACH | 199.00 | 199.000 | 199.000 | 199.000 | 62.00 | 12,338.00 | |||
0650 | CHANNEL LINING CLASS II KY90 | 02483 | TON | 5,076.00 | 5,076.000 | 5,076.000 | 5,076.000 | 25.80 | 130,960.80 | |||
0660 | CHANNEL LINING CLASS III | 02484 | TON | 1,585.00 | 1,585.000 | 1,585.000 | 1,585.000 | 28.60 | 45,331.00 | |||
0670 | CLEARING AND GRUBBING KY90 APPX. 125 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 695,220.00 | 695,220.00 | |||
0680 | CONCRETE-CLASS B | 02555 | CUYD | 51.00 | 51.000 | 51.000 | 51.000 | 550.00 | 28,050.00 | |||
0690 | SIGNS | 02562 | SQFT | 3,742.00 | 3,742.000 | 3,742.000 | 3,742.000 | 10.00 | 37,420.00 | |||
0700 | PROJECT CPM SCHEDULE KY90 | 02570 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
0710 | EDGE KEY | 02585 | LF | 334.00 | 334.000 | 334.000 | 334.000 | 10.00 | 3,340.00 | |||
0720 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 178,063.00 | 178,063.000 | 178,063.000 | 178,063.000 | 1.90 | 338,319.70 | |||
0730 | HANDRAIL-TYPE A-1 | 02611 | LF | 204.00 | 204.000 | 204.000 | 204.000 | 80.00 | 16,320.00 | |||
0740 | MAINTAIN & CONTROL TRAFFIC KY90 | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 595,200.00 | 595,200.00 | |||
0750 | DIVERSIONS (BY-PASS DETOURS) KY90 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 270,600.00 | 270,600.00 | |||
0760 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 10,000.00 | 40,000.00 | |||
0770 | MOBILIZATION FOR MILL & TEXT KY90 | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
0780 | ASPH PAVE MILLING & TEXTURING KY90 | 02677 | TON | 6,198.00 | 6,198.000 | 6,198.000 | 6,198.000 | 19.75 | 122,410.50 | |||
0790 | TEMPORARY SILT FENCE | 02701 | LF | 42,536.00 | 42,536.000 | 42,536.000 | 42,536.000 | 3.00 | 127,608.00 | |||
0800 | SILT TRAP TYPE A | 02703 | EACH | 146.00 | 146.000 | 146.000 | 146.000 | 200.00 | 29,200.00 | |||
0810 | SILT TRAP TYPE B | 02704 | EACH | 146.00 | 146.000 | 146.000 | 146.000 | 200.00 | 29,200.00 | |||
0820 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 168.00 | 168.000 | 168.000 | 168.000 | 10.00 | 1,680.00 | |||
0830 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 168.00 | 168.000 | 168.000 | 168.000 | 10.00 | 1,680.00 | |||
0840 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 42,536.00 | 42,536.000 | 42,536.000 | 42,536.000 | 0.10 | 4,253.60 | |||
0850 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 2,277.00 | 8,527.000 | 8,527.000 | 8,527.000 | 50.00 | 426,350.00 | |||
0860 | STAKING KY90 | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 446,000.00 | 446,000.00 | |||
0870 | FLASHING ARROW | 02775 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 3,500.00 | 49,000.00 | |||
0880 | EROSION CONTROL BLANKET | 05950 | SQYD | 32,352.00 | 32,352.000 | 32,352.000 | 32,352.000 | 1.55 | 50,145.60 | |||
0890 | TEMPORARY MULCH | 05952 | SQYD | 709,318.00 | 709,318.000 | 709,318.000 | 709,318.000 | 0.21 | 148,956.78 | |||
0900 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 614,275.00 | 614,275.000 | 614,275.000 | 614,275.000 | 0.23 | 141,283.25 | |||
0910 | TOPDRESSING FERTILIZER | 05966 | TON | 36.50 | 36.500 | 36.500 | 36.500 | 650.00 | 23,725.00 | |||
0920 | SEEDING AND PROTECTION | 05985 | SQYD | 614,275.00 | 614,275.000 | 614,275.000 | 614,275.000 | 0.34 | 208,853.50 | |||
0930 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 10,969.00 | 10,969.000 | 10,969.000 | 10,969.000 | 0.25 | 2,742.25 | |||
0940 | SODDING | 05990 | SQYD | 30,145.00 | 34,645.000 | 34,645.000 | 34,645.000 | 5.50 | 190,547.50 | |||
0950 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 236,305.00 | 236,305.000 | 236,305.000 | 236,305.000 | 0.20 | 47,261.00 | |||
0960 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 191,208.00 | 240,010.000 | 240,010.000 | 240,010.000 | 0.22 | 52,802.20 | |||
0970 | PAVE STRIPING REMOVAL-4 INCH | 06530 | LF | 51,994.00 | 51,994.000 | 51,994.000 | 51,994.000 | 0.80 | 41,595.20 | |||
0980 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 2,370.00 | 2,370.000 | 2,370.000 | 2,370.000 | 1.95 | 4,621.50 | |||
0990 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,620.00 | 2,620.000 | 2,620.000 | 2,620.000 | 1.50 | 3,930.00 | |||
1000 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,720.00 | 2,720.000 | 2,720.000 | 2,720.000 | 1.50 | 4,080.00 | |||
1010 | PAVE MARKING-THERMO X-WALK-6 INCH | 06565 | LF | 494.00 | 494.000 | 494.000 | 494.000 | 2.75 | 1,358.50 | |||
1020 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 349.00 | 349.000 | 349.000 | 349.000 | 6.00 | 2,094.00 | |||
1030 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 152.00 | 152.000 | 152.000 | 152.000 | 0.75 | 114.00 | |||
1040 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 5,282.00 | 5,282.000 | 5,282.000 | 5,282.000 | 0.25 | 1,320.50 | |||
1050 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 150.00 | 3,000.00 | |||
1060 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 150.00 | 1,200.00 | |||
1070 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 225.00 | 900.00 | |||
1080 | PAVE MARKING-PREF THERMO ONLY | 06576 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 285.00 | 1,140.00 | |||
1090 | PAVEMENT MARKER TYPE IV-BY | 06582 | EACH | 340.00 | 340.000 | 340.000 | 340.000 | 23.00 | 7,820.00 | |||
1100 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 203.00 | 203.000 | 203.000 | 203.000 | 23.00 | 4,669.00 | |||
1110 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 1,169.00 | 1,169.000 | 1,169.000 | 1,169.000 | 23.00 | 26,887.00 | |||
1120 | CONCRETE-CLASS A | 08100 | CUYD | 76.00 | 76.000 | 76.000 | 76.000 | 850.00 | 64,600.00 | |||
1130 | STEEL REINFORCEMENT | 08150 | LB | 5,448.00 | 5,448.000 | 5,448.000 | 5,448.000 | 2.00 | 10,896.00 | |||
1170 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 59,090.00 | 59,090.000 | 59,090.000 | 59,090.000 | 0.42 | 24,817.80 | |||
1180 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 147.00 | 147.000 | 147.000 | 147.000 | 65.00 | 9,555.00 | |||
1190 | SILT TRAP TYPE C | 20496NS843 | EACH | 146.00 | 146.000 | 146.000 | 146.000 | 300.00 | 43,800.00 | |||
1200 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 168.00 | 168.000 | 168.000 | 168.000 | 10.00 | 1,680.00 | |||
1210 | SAWCUT PAVEMENT | 20550ND | LF | 14,000.00 | 14,000.000 | 14,000.000 | 14,000.000 | 1.50 | 21,000.00 | |||
1220 | INSTALL PROJECT ID SIGN (72 IN X 120 IN) | 21132NC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
1230 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 13,379.00 | 13,379.000 | 13,379.000 | 13,379.000 | 1.90 | 25,420.10 | |||
1240 | DESIGN KY90 | 21512NS | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,382,394.00 | 3,382,394.00 | |||
1250 | RIGHT OF WAY ACQUISITION SERVICES KY90 | 22010NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 698,525.00 | 698,525.00 | |||
1260 | UTILITY RELOCATION SERVICES KY90 | 22011NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 124,140.00 | 124,140.00 | |||
1270 | QC/QA KY90 | 22380NN | LS | 1.00 | 0.000 | 0.000 | 0.000 | 329,320.00 | 0.00 | |||
1280 | FORMAL PARTNERING KY90 | 22398NN | DOLL | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
1290 | IN-LIEU FEES KY90 | 22659NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,620,249.00 | 2,620,249.00 | |||
1300 | REMOVE/SAFELOAD PIPE KY90 | 22828NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 44,200.00 | 44,200.00 | |||
1310 | DEMOLITION KY90 | 22829NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 226,560.00 | 226,560.00 | |||
1320 | ROADWAY EXCAVATION SPECIAL UNDERCUT KY90 | 22830EN | CUYD | 187,894.00 | 187,894.000 | 187,894.000 | 187,894.000 | 1.71 | 321,298.74 | |||
1330 | REFILL UNDERCUT KY90 | 22831EN | CUYD | 187,894.00 | 187,894.000 | 187,894.000 | 187,894.000 | 2.07 | 389,729.73 | |||
8000 | STANDARD CURB AND GUTTER (VA-MARROWBONE) | 01810 | LF | 0.00 | 5,894.000 | 5,894.000 | 5,894.000 | 15.93 | 93,950.00 | |||
8178 | QC/QA KY90 (REVISED) | 22380NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 319,320.00 | 319,320.00 | |||
8214 | FUEL ADJUSTMENT - KY 90 | 10020NS | DOLL | 0.00 | -83,198.269 | -83,198.270 | -83,198.270 | 1.00 | -83,198.27 | |||
8215 | ASPHALT ADJUSTMENT - KY 90 | 10030NS | DOLL | 0.00 | 490,580.371 | 490,580.370 | 490,580.370 | 1.00 | 490,580.37 | |||
8216 | LOT PAY ADJUSTMENT - KY 90 | 10000NS | DOLL | 0.00 | 8,503.141 | 8,503.140 | 8,503.140 | 1.00 | 8,503.14 | |||
8217 | RIDE QUALITY ADJUSTMENT ASPH - KY 90 | 10005NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
8223 | NON-SPEC MATERIAL PIPE BANDS | 10070NS | DOLL | 0.00 | 3,691.470 | 3,691.470 | 3,691.470 | -1.00 | -3,691.47 | |||
8260 | CENTERLINE RUMBLE STRIPS - 12 Inch (KY 90C) | 20458ES403 | LF | 0.00 | 7,950.000 | 7,950.000 | 7,950.000 | 0.39 | 3,100.50 | |||
8261 | CENTERLINE RUMBLE STRIPS - 12 Inch (KY 90A) | 20458ES403 | LF | 0.00 | 19,075.000 | 19,075.000 | 19,075.000 | 0.39 | 7,439.25 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0002 BRIDGE | |||||||
1340 | BOX CULVERT 8X6 @ 16+34.5 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0003 BRIDGE | |||||||
1350 | BOX CULVERT 5X5 @ 27+38 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 76,500.00 | 76,500.00 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0004 BRIDGE | |||||||
1360 | BOX CULVERT 6X5 @ 82+74 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 102,500.00 | 102,500.00 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0005 BRIDGE | |||||||
1370 | BOX CULVERT 5X4 @ 136+71.5 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 87,500.00 | 87,500.00 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0006 BRIDGE | |||||||
1380 | BOX CULVERT 5X5 @ 150+14 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 90,000.00 | 90,000.00 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0007 BRIDGE | |||||||
1390 | BOX CULVERT 16X6 @ 173+43 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 350,000.00 | 350,000.00 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0008 BRIDGE | |||||||
1400 | BOX CULVERT 10X6 @ 180+63 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0009 BRIDGE | |||||||
1410 | BOX CULVERT 6X5 @ 193+02 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 102,500.00 | 102,500.00 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0010 BRIDGE | |||||||
1420 | BOX CULVERT 10X8 @ 226+59 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 112,500.00 | 112,500.00 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0011 BRIDGE | |||||||
1430 | BOX CULVERT 6X6 @ 279+52.5 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 42,500.00 | 42,500.00 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0013 BRIDGE | |||||||
1450 | BOX CULVERT 6X6 @ 540+97 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 90,000.00 | 90,000.00 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0014 BRIDGE | |||||||
1460 | BOX CULVERT 8X4 @ 552+34 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 115,000.00 | 115,000.00 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0015 BRIDGE | |||||||
1470 | BOX CULVERT 6X5 @ 630+37 | 22832NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 132,500.00 | 132,500.00 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0016 SIGNILIZATION | |||||||
1480 | CONDUIT-1 1/4 INCH | 04793 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 10.00 | 400.00 | |||
1490 | CONDUIT-2 INCH | 04795 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 15.00 | 1,500.00 | |||
1500 | JUNCTION BOX TYPE B | 04811 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 750.00 | 2,250.00 | |||
1510 | TRENCHING AND BACKFILLING | 04820 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 6.00 | 300.00 | |||
1520 | LOOP WIRE | 04830 | LF | 910.00 | 910.000 | 910.000 | 910.000 | 1.65 | 1,501.50 | |||
1530 | CABLE-NO. 14/5C | 04844 | LF | 110.00 | 110.000 | 110.000 | 110.000 | 1.65 | 181.50 | |||
1540 | CABLE-NO. 14/7C | 04845 | LF | 425.00 | 425.000 | 425.000 | 425.000 | 1.65 | 701.25 | |||
1550 | CABLE-NO. 14/1 PAIR | 04850 | LF | 275.00 | 275.000 | 275.000 | 275.000 | 1.65 | 453.75 | |||
1560 | SIGNAL PEDESTAL | 04882 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 850.00 | 1,700.00 | |||
1570 | MESSENGER-10800 LB | 04885 | LF | 115.00 | 115.000 | 115.000 | 115.000 | 5.00 | 575.00 | |||
1580 | LOOP SAW SLOT AND FILL | 04895 | LF | 375.00 | 375.000 | 375.000 | 375.000 | 18.00 | 6,750.00 | |||
1590 | ELECTRICAL SERVICE | 04899 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
1600 | PEDESTRIAN DETECTOR | 04900 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 225.00 | 450.00 | |||
1610 | SIGNAL-PEDESTRIAN | 04916 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 330.00 | 660.00 | |||
1620 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 300.00 | 300.00 | |||
1630 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,850.00 | 7,700.00 | |||
1640 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
1650 | INSTALL LED SIGNAL-3 SECTION | 20188ES835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 300.00 | 1,800.00 | |||
8201 | POLE 30 FT MTG HT | 04700 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,515.70 | 1,515.70 | |||
8202 | POLE BASE | 04740 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,795.00 | 1,795.00 | |||
8203 | TRANSFORMER BASE | 04750 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 680.00 | 680.00 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0017 MOBILIZATION AND DEMOBILIZATION | |||||||
1660 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,436,583.86 | 1,436,583.86 | |||
1670 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 861,945.35 | 646,459.01 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0018 SECTION C VALUE ADDED | |||||||
8001 | CRUSHED STONE BASE | 00003 | TON | 0.00 | 1,480.000 | 1,016.260 | 1,016.260 | 20.50 | 20,833.33 | |||
8002 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 0.00 | 1,756.000 | 390.560 | 390.560 | 19.00 | 7,420.64 | |||
8003 | ASPHALT SEAL AGGREGATE | 00100 | TON | 0.00 | 13.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
8004 | ENTRANCE PIPE-18 INCH | 00441 | LF | 0.00 | 76.000 | 0.000 | 0.000 | 45.10 | 0.00 | |||
8005 | PERFORATED PIPE-4 INCH | 01000 | LF | 0.00 | 1,140.000 | 0.000 | 0.000 | 8.45 | 0.00 | |||
8006 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 0.00 | 26.000 | 0.000 | 0.000 | 8.45 | 0.00 | |||
8007 | TEMPORARY DITCH | 02159 | LF | 0.00 | 570.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
8008 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 0.00 | 3.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
8009 | ROADWAY EXCAVATION KY90 VA | 02200 | CUYD | 0.00 | 2,703.000 | 2,703.000 | 2,703.000 | 8.65 | 23,380.95 | |||
8010 | EMBANKMENT IN PLACE KY 90 VA | 02230 | CUYD | 0.00 | 1,797.000 | 1,797.000 | 1,797.000 | 2.52 | 4,528.44 | |||
8011 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 0.00 | 586.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
8012 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 0.00 | 3.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
8013 | CLEARING AND GRUBBING KY90 VA | 02545 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
8014 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 0.00 | 8,179.000 | 0.000 | 0.000 | 1.90 | 0.00 | |||
8015 | DIVERSIONS (BY-PASS DETOURS) KY90 VA | 02651 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
8016 | TEMPORARY SILT FENCE | 02701 | LF | 0.00 | 570.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
8017 | SILT TRAP TYPE A | 02703 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
8018 | SILT TRAP TYPE B | 02704 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
8019 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
8020 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
8021 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 0.00 | 570.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
8022 | STAKING KY90 VA | 02726 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
8023 | EROSION CONTROL BLANKET | 05950 | SQYD | 0.00 | 566.000 | 0.000 | 0.000 | 1.55 | 0.00 | |||
8024 | TEMPORARY MULCH | 05952 | SQYD | 0.00 | 3,366.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
8025 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 0.00 | 3,366.000 | 0.000 | 0.000 | 0.23 | 0.00 | |||
8026 | TOPDRESSING FERTILIZER | 05966 | TON | 0.00 | 0.200 | 0.000 | 0.000 | 650.00 | 0.00 | |||
8027 | SEEDING AND PROTECTION | 05985 | SQYD | 0.00 | 3,366.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
8028 | SODDING | 05990 | SQYD | 0.00 | 1,575.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
8029 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 0.00 | 1,710.000 | 1,710.000 | 1,710.000 | 0.20 | 342.00 | |||
8030 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 0.00 | 3,396.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
8031 | PAVE STRIPING REMOVAL-4 INCH | 06530 | LF | 0.00 | 1,710.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
8032 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 0.00 | 300.000 | 0.000 | 0.000 | 1.95 | 0.00 | |||
8033 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 0.00 | 150.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
8034 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 0.00 | 150.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
8035 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 0.00 | 14.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
8036 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 0.00 | 864.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
8037 | SILT TRAP TYPE C | 20496NS843 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
8038 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
8039 | REMOVE STRUCTURE KY90 VA | 02731 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
8040 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 0.00 | 1,500.000 | 175.070 | 425.660 | 600.730 | 56.55 | 9,900.20 | 33,971.28 | |
8041 | CL3 ASPH BIND 0.50D PG64-22 | 00274 | TON | 0.00 | 360.000 | 0.000 | 0.000 | 59.45 | 0.00 | |||
8042 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 0.00 | 250.000 | 0.000 | 0.000 | 60.65 | 0.00 | |||
8043 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 0.00 | 2.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
8044 | BOX CULVERT 10X5 @ 528+97 | 22832NN | LS | 0.00 | 0.000 | 0.000 | 0.000 | 215,000.00 | 0.00 | |||
8045 | MOBILIZATION KY90 VALUE-ADDED SECTION | 02568 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 26,357.44 | 0.00 | |||
8046 | DEMOBILIZATION KY90 VALUE-ADDED SECTION | 02569 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 15,814.46 | 0.00 | |||
8047 | IN-LIEU FEES KY90 VALUE-ADDED SECTION | 22659NN | LS | 0.00 | 0.000 | 0.000 | 0.000 | 32,600.00 | 0.00 | |||
8048 | ENGINEERING KY90 VALUE-ADDED SECTION | 21726NN | LS | 0.00 | 0.000 | 0.000 | 0.000 | 29,000.00 | 0.00 | |||
8224 | CLEARING AND GRUBBING KY90 VALUE-ADDED SECTION | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
8225 | DIVERSIONS (BY-PASS DETOURS) KY90 VA SECTION | 02651 | LS | 0.00 | 1.000 | 0.500 | 0.500 | 15,000.00 | 7,500.00 | |||
8226 | STAKING KY90 VALUE-ADDED SECTION | 02726 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
8227 | REMOVE STRUCTURE KY90 VALUE ADDED SECTION | 02731 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
8228 | BOX CULVERT 10 X 5 @ STA 528+97 KY90 VA | 22832NN | LS | 0.00 | 1.000 | 0.000 | 0.000 | 215,000.00 | 0.00 | |||
8229 | MOBILIZATION KY90 VA SECTION | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 26,357.44 | 26,357.44 | |||
8230 | DEMOBILIZATION KY90 VA SECTION | 02569 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 15,814.46 | 0.00 | |||
8231 | IN-LIEU FEES KY90 VA SECTION | 22659NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 32,600.00 | 32,600.00 | |||
8232 | ENGINEERING KY90 VA SECTION | 21726NN | LS | 0.00 | 1.000 | 0.000 | 0.000 | 29,000.00 | 0.00 | |||
8259 | CENTERLINE RUMBLE STRIPS - 12 Inch (KY 90C Ext. Value Added) | 20458ES403 | LF | 0.00 | 570.000 | 0.000 | 0.000 | 0.39 | 0.00 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0019 SECTION C EXTENDED | |||||||
8049 | CRUSHED STONE BASE KY90 | 00003 | TON | 0.00 | 18,000.000 | 1,675.620 | 5,220.520 | 6,896.140 | 20.50 | 34,350.21 | 141,370.87 | |
8050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 0.00 | 36,000.000 | 2,500.000 | 50.840 | 2,550.840 | 19.00 | 47,500.00 | 48,465.96 | |
8051 | ASPHALT SEAL AGGREGATE | 00100 | TON | 0.00 | 36.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
8052 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 0.00 | 5,000.000 | 875.210 | 1,100.650 | 1,975.860 | 56.45 | 49,405.60 | 111,537.29 | |
8053 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 0.00 | 15,000.000 | 2,467.840 | 0.000 | 2,467.840 | 56.55 | 139,556.35 | 139,556.35 | |
8054 | CL2 ASPH BIND 0.50D PG64-22 | 00272 | TON | 0.00 | 1,600.000 | 24.660 | 233.140 | 257.800 | 59.45 | 1,466.03 | 15,326.21 | |
8055 | CL3 ASPH BIND 0.50D PG64-22 | 00274 | TON | 0.00 | 2,450.000 | 0.000 | 0.000 | 59.65 | 0.00 | |||
8056 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 0.00 | 16.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
8057 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 0.00 | 1,300.000 | 197.440 | 197.440 | 60.65 | 11,974.73 | |||
8058 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 0.00 | 2,200.000 | 0.000 | 0.000 | 60.85 | 0.00 | |||
8059 | CULVERT PIPE-24 INCH | 00464 | LF | 0.00 | 162.000 | 0.000 | 0.000 | 73.00 | 0.00 | |||
8060 | CULVERT PIPE-48 INCH | 00470 | LF | 0.00 | 540.000 | 433.000 | 433.000 | 140.00 | 60,620.00 | |||
8061 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 0.00 | 65,000.000 | 10,000.000 | 111.000 | 10,111.000 | 1.90 | 19,000.00 | 19,210.90 | |
8062 | CLEARING AND GRUBBING KY90 C EXTENSION | 02545 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 100,000.00 | 0.00 | |||
8063 | MAINTAIN & CONTROL TRAFFIC KY90 C EXTENSION | 02650 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 87,000.00 | 0.00 | |||
8064 | EXCAVATION KY90 C EXTENSION | 21554EN | CUYD | 0.00 | 360,000.000 | 337,062.000 | 337,062.000 | 8.65 | 2,915,586.30 | |||
8065 | EMBANKMENT KY90 C EXTENSION | 21553EN | CUYD | 0.00 | 360,000.000 | 321,410.000 | 321,410.000 | 2.52 | 809,953.20 | |||
8066 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 0.00 | 6,000.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
8067 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 0.00 | 14.000 | 0.000 | 0.000 | 2,350.00 | 0.00 | |||
8068 | STAKING KY90 C EXTENSION | 02726 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 95,450.00 | 0.00 | |||
8069 | REMOVE STRUCTURE KY90 C EXTENSION RCBC | 02731 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 42,000.00 | 0.00 | |||
8070 | DIVERSIONS (BY-PASS DETOURS) KY90 C EXTENSION | 02651 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
8071 | REMOVE STRUCTURE -BUILDINGS KY90 C EXTENSION | 02731 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 70,000.00 | 0.00 | |||
8072 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 0.00 | 150.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
8073 | WITNESS POST | 02432 | EACH | 0.00 | 150.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
8074 | EROSION CONTROL (TEMP & PERM) KY90 C EXTENSION | 21415ND | LS | 0.00 | 0.000 | 0.000 | 0.000 | 60,000.00 | 0.00 | |||
8075 | EW~ MISC PAVE MARKINGS | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
8076 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 0.00 | 32,000.000 | 7,970.000 | 7,970.000 | 0.20 | 1,594.00 | |||
8077 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 0.00 | 45,010.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
8078 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 0.00 | 200.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
8079 | SIGNS | 02562 | SQFT | 0.00 | 196.000 | 196.000 | 196.000 | 10.00 | 1,960.00 | |||
8080 | EW~ MISC DRAINAGE ITEMS - KY90 C EXTENSION | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 65,000.00 | 0.00 | |||
8081 | BRIDGE OR RCBC @ 463+00 KY90 C EXTENSION | 22394NN | LS | 0.00 | 0.000 | 0.000 | 0.000 | 675,000.00 | 0.00 | |||
8082 | BOX CULVERT @ 514+00 KY90 C EXTENSION | 22832NN | LS | 0.00 | 0.000 | 0.000 | 0.000 | 125,000.00 | 0.00 | |||
8083 | MOBILIZATION KY90 C EXTENSION | 02568 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 230,310.00 | 0.00 | |||
8084 | DEMOBILIZATION KY90 C EXTENSION | 02569 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 230,310.00 | 0.00 | |||
8085 | DESIGN KY90 C EXTENSION | 21512NS | LS | 0.00 | 0.000 | 0.000 | 0.000 | 942,008.00 | 0.00 | |||
8086 | RIGHT OF WAY ACQUISITION SERVICES KY90 C EXTENSION | 22010NN | LS | 0.00 | 0.000 | 0.000 | 0.000 | 182,000.00 | 0.00 | |||
8087 | UTILITY RELOCATION SERVICES KY90 C EXTENSION | 22011NN | LS | 0.00 | 0.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
8088 | IN-LIEU FEES KY90 C EXTENSION | 22659NN | LS | 0.00 | 0.000 | 0.000 | 0.000 | 170,000.00 | 0.00 | |||
8147 | DESIGN WORK - CHANGE ORDER NO. 2 | 21512NS | LS | 0.00 | 0.000 | 0.000 | 0.000 | 280,950.54 | 0.00 | |||
8233 | CLEARING AND GRUBBING KY90 C EXT | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
8234 | MAINTAIN & CONTROL TRAFFIC KY90 C EXT | 02650 | LS | 0.00 | 1.000 | 0.800 | 0.800 | 87,000.00 | 69,600.00 | |||
8235 | STAKING KY90 C EXT | 02726 | LS | 0.00 | 1.000 | 0.800 | 0.800 | 95,450.00 | 76,360.00 | |||
8236 | REMOVE STRUCTURE (RCBC) KY90 C EXT | 02731 | LS | 0.00 | 1.000 | 0.500 | 0.500 | 42,000.00 | 21,000.00 | |||
8237 | DIVERSIONS (BY-PASS DETOURS) KY90 C EXT | 02651 | LS | 0.00 | 1.000 | 0.500 | 0.500 | 50,000.00 | 25,000.00 | |||
8238 | REMOVE BUILDINGS KY90 C EXT | 23055N | LS | 0.00 | 1.000 | 1.000 | 1.000 | 70,000.00 | 70,000.00 | |||
8239 | EROSION CONTROL (TEMP & PERM) KY90 C EXT | 21415ND | LS | 0.00 | 1.000 | 0.500 | 0.500 | 60,000.00 | 30,000.00 | |||
8240 | EW~ MISC PAVE MARKINGS KY90 C EXT | 10090NX | LS | 0.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
8241 | EW~ MISC DRAINAGE ITEMS KY90 C EXT | 10090NX | LS | 0.00 | 1.000 | 0.750 | 0.750 | 65,000.00 | 48,750.00 | |||
8242 | BRIDGE OR RCBC @ STA 463+00 KY90 C EXT | 22394NN | LS | 0.00 | 0.000 | 0.000 | 0.000 | 675,000.00 | 0.00 | |||
8243 | BOX CULVERT @ STA 514+00 KY90 C EXT | 22832NN | LS | 0.00 | 1.000 | 0.000 | 0.000 | 125,000.00 | 0.00 | |||
8244 | MOBILIZATION KY90 C EXT | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 230,310.00 | 230,310.00 | |||
8245 | DEMOBILIZATION KY90 C EXT | 02569 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 230,310.00 | 0.00 | |||
8246 | DESIGN KY90 C EXT | 21512NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 942,008.00 | 942,008.00 | |||
8247 | RIGHT OF WAY ACQUISITION SERVICES KY90 C EXT | 22010NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 182,000.00 | 182,000.00 | |||
8248 | UTILITY RELOCATION SERVICES KY90 C EXT | 22011NN | LS | 0.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
8249 | IN-LIEU FEES KY90 C EXT | 22659NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 170,000.00 | 170,000.00 | |||
8250 | DESIGN BUILD PAYMENT FINALIZATION | 23191NC | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
8251 | FUEL ADJUSTMENT KY90 C EXT | 10020NS | DOLL | 0.00 | 0.001 | 68,615.600 | 68,615.600 | 1.00 | 68,615.60 | |||
8252 | ASPHALT ADJUSTMENT KY90 C EXT | 10030NS | DOLL | 0.00 | 0.001 | 5,128.070 | 5,128.070 | 1.00 | 5,128.07 | |||
8253 | LOT PAY ADJUSTMENT KY90 C EXT | 10000NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
8255 | DELAY COST -RIGHT OF WAY ACQUISITION SERVICES | 10070NX | DOLL | 0.00 | 66,875.000 | 66,875.000 | 66,875.000 | 1.00 | 66,875.00 | |||
8256 | EW~ - EXTRA WORK-OLD GLASGOW ROAD CONNECTOR | 10090NX | LS | 0.00 | 1.000 | 0.800 | 0.800 | 45,500.00 | 36,400.00 | |||
8258 | CENTERLINE RUMBLE STRIPS - 12 Inch (KY 90C Ext.) | 20458ES403 | LF | 0.00 | 6,896.000 | 0.000 | 0.000 | 0.39 | 0.00 | |||
8262 | FOUNDATION PREPARATION Norris Fork | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 47,600.00 | 47,600.00 | |||
8263 | STRUCTURE EXCAV-SOLID ROCK Norris Fork | 08002 | CUYD | 0.00 | 50.000 | 50.000 | 50.000 | 200.00 | 10,000.00 | |||
8264 | STEEL REINFORCEMENT Norris Fork | 08150 | LB | 0.00 | 75,600.000 | 75,600.000 | 75,600.000 | 1.50 | 113,400.00 | |||
8265 | CONCRETE-CLASS A Norris Fork | 08100 | CUYD | 0.00 | 420.000 | 420.000 | 420.000 | 1,200.00 | 504,000.00 | |||
9001 | MOBILIZATION WORK ADDED FROM REINSTATEMENT OF CO#2 | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 580,000.00 | 580,000.00 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0020 Waterline Relocation on Sections A2 & B | |||||||
8115 | PVC PIPE-8 INCH WATERLINE | 03387 | LF | 0.00 | 2,100.000 | 2,100.000 | 2,100.000 | 23.10 | 48,510.00 | |||
8116 | PVC PIPE-6 INCH WATERLINE | 03385 | LF | 0.00 | 160.000 | 160.000 | 160.000 | 18.90 | 3,024.00 | |||
8117 | SERVICE LINE-3/4 IN | 20311EC | LF | 0.00 | 84.000 | 84.000 | 84.000 | 9.45 | 793.80 | |||
8118 | TEE 8 IN X 2 IN X 8 IN | 21100ND | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 840.00 | 0.00 | |||
8119 | CONNECTION -CAP/BLOCK EXISTING WATERLINE | 21866NN | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 3,202.50 | 16,012.50 | |||
8120 | STREAM CROSSING | 21997EN | LF | 0.00 | 23.000 | 23.000 | 23.000 | 367.50 | 8,452.50 | |||
8121 | INLINE GATE VALVE - 2 IN | 21783ED | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 493.50 | 0.00 | |||
8122 | INLINE GATE VALVE - 8 IN | 21786ED | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,060.50 | 0.00 | |||
8123 | RELOCATE WATER METER | 03431 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 787.50 | 1,575.00 | |||
8124 | RECONNECT METER | 20169EC | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 357.00 | 1,428.00 | |||
8125 | BORE AND JACK PIPE-12 IN STEEL ENCASEMENT | 21400ED | LF | 0.00 | 40.000 | 40.000 | 40.000 | 128.10 | 5,124.00 | |||
8146 | STEEL ENCASEMENT PIPE-12 INCH OPEN CUT | 01069 | LF | 0.00 | 44.000 | 44.000 | 44.000 | 99.75 | 4,389.00 | |||
8148 | HYDRO-STOP INSERTION VALVE-8 IN | 22104NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,743.08 | 5,743.08 | |||
8149 | GATE VALVE-6 INCH INLINE | 03526 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,039.50 | 2,079.00 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0021 Waterline Relocation on Sections A & C | |||||||
8150 | PVC PIPE-1 INCH WATERLINE | 03380 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 5.77 | 0.00 | |||
8151 | PVC PIPE-2 INCH WATERLINE | 03381 | LF | 0.00 | 620.000 | 620.000 | 620.000 | 6.30 | 3,906.00 | |||
8152 | PVC PIPE-4 INCH WATERLINE | 03383 | LF | 0.00 | 40.000 | 40.000 | 40.000 | 7.35 | 294.00 | |||
8153 | PVC PIPE-6 INCH WATERLINE | 03385 | LF | 0.00 | 18,890.000 | 18,890.000 | 18,890.000 | 11.55 | 218,179.50 | |||
8154 | PVC PIPE-8 INCH WATERLINE | 03387 | LF | 0.00 | 914.000 | 914.000 | 914.000 | 15.75 | 14,395.50 | |||
8155 | SERVICE LINE-3/4 IN | 20311EC | LF | 0.00 | 0.000 | 0.000 | 0.000 | 5.25 | 0.00 | |||
8156 | TAPPING SLEEVE & VALVE - 4 IN | 03551 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,575.00 | 3,150.00 | |||
8157 | TAPPING SLEEVE & VALVE - 6 IN | 03551 | EACH | 0.00 | 11.000 | 11.000 | 11.000 | 1,890.00 | 20,790.00 | |||
8158 | TAPPING SLEEVE AND VALVE-8 IN | 20517NC | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 2,835.00 | 8,505.00 | |||
8159 | TAPPING SLEEVE & VALVE - 2 IN | 03551 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 945.00 | 1,890.00 | |||
8160 | RECONNECT METER - WATERLINE | 20169EC | EACH | 0.00 | 13.000 | 13.000 | 13.000 | 493.50 | 6,415.50 | |||
8161 | RELOCATE WATER METER | 03431 | EACH | 0.00 | 34.000 | 34.000 | 34.000 | 777.00 | 26,418.00 | |||
8162 | STEEL ENCASEMENT PIPE-6 INCH OPEN CUT | 01063 | LF | 0.00 | 160.000 | 160.000 | 160.000 | 63.00 | 10,080.00 | |||
8163 | BORE AND JACK PIPE-6 IN STEEL ENCASEMENT | 21384ED | LF | 0.00 | 0.000 | 0.000 | 0.000 | 94.50 | 0.00 | |||
8164 | STEEL ENCASEMENT PIPE-12 INCH OPEN CUT | 01069 | LF | 0.00 | 400.000 | 400.000 | 400.000 | 68.25 | 27,300.00 | |||
8165 | BORE AND JACK PIPE-12 IN STEEL ENCASEMENT | 21400ED | LF | 0.00 | 230.000 | 230.000 | 230.000 | 99.75 | 22,942.50 | |||
8166 | STREAM CROSSING | 21997EN | LF | 0.00 | 441.000 | 441.000 | 441.000 | 94.50 | 41,674.50 | |||
8167 | RELOCATE FIRE HYDRANT | 03433 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,675.00 | 3,675.00 | |||
8168 | COUPLING - 4 IN | 20167EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,050.00 | 0.00 | |||
8169 | GATE VALVE-6 INCH INLINE | 03526 | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 651.00 | 3,906.00 | |||
8170 | CONNECTION - DIRECT & CAP PVC - 1 IN | 21866NN | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
8171 | TAPPING SLEEVE & VALVE 6 IN X 2 IN | 03551 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,575.00 | 1,575.00 | |||
8172 | TAPPING SLEEVE & VALVE 6 IN X 4 IN | 03551 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,785.00 | 0.00 | |||
8173 | TAPPING SLEEVE AND VALVE-8 IN X 2 IN | 20517NC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,680.00 | 1,680.00 | |||
8174 | REDUCER 8 IN X 6 IN | 20794ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 525.00 | 525.00 | |||
8175 | FIRE HYDRANT - REPLACE | 02606 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 3,675.00 | 14,700.00 | |||
8176 | TAPPING SLEEVE & VALVE 4 IN X 1 IN | 03551 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,050.00 | 1,050.00 | |||
8195 | SERVICE LINE-3/4 IN (< 3.0 FT. BURIAL DEPTH) | 20311EC | LF | 0.00 | 2,493.000 | 2,493.000 | 2,493.000 | 5.25 | 13,088.25 | |||
8196 | SERVICE LINE-3/4 IN (3.0 TO 6.0 FT. BURIAL DEPTH) | 20311EC | LF | 0.00 | 100.000 | 100.000 | 100.000 | 10.50 | 1,050.00 | |||
8197 | SERVICE LINE-3/4 IN (> 6.0 FT. BURIAL DEPTH) | 20311EC | LF | 0.00 | 367.000 | 367.000 | 367.000 | 15.75 | 5,780.25 | |||
8206 | PVC PIPE-6 INCH WATERLINE (3.0 FT. TO 6.0 FT BURIAL DEPTH) | 03385 | LF | 0.00 | 70.000 | 70.000 | 70.000 | 16.80 | 1,176.00 | |||
8207 | PVC PIPE-6 INCH WATERLINE (> 6.0 FT. BURIAL DEPTH) | 03385 | LF | 0.00 | 150.000 | 150.000 | 150.000 | 22.05 | 3,307.50 | |||
8218 | PVC PIPE-6 INCH WATERLINE (KY 90 A LT. STA. 167+00) | 03385 | LF | 0.00 | 300.000 | 300.000 | 300.000 | 12.60 | 3,780.00 | |||
8219 | TAPPING SLEEVE & VALVE 6 INCH CONNECTION (KY 90 A LT. STA. 167+00) | 03551 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
8220 | RECONNECT METER WATERLINE (KY 90 A LT. STA. 167+00) | 20169EC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 525.00 | 1,050.00 | |||
8221 | CUT & CAP 6-INCH WATERLINE (KY 90 A LT. STA. 167+00) | 20084MC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,050.00 | 2,100.00 | |||
8222 | MOBILIZATION & DEMOBILIZATION (UTILITY WORK KY 90 A LT. STA. 167+00) | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,200.00 | 4,200.00 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0022 Waterline Relocation on Section C | |||||||
8179 | PVC PIPE-6 INCH WATERLINE | 03385 | LF | 0.00 | 2,370.000 | 2,370.000 | 2,370.000 | 18.90 | 44,793.00 | |||
8180 | PVC PIPE-10 INCH WATERLINE | 03389 | LF | 0.00 | 820.000 | 820.000 | 820.000 | 40.42 | 33,148.50 | |||
8181 | TAPPING SLEEVE & VALVE CAP & BLOCK 6-INCH | 03551 | EACH | 0.00 | 10.000 | 10.000 | 10.000 | 3,202.50 | 32,025.00 | |||
8182 | TAPPING SLEEVE & VALVE CAP & BLOCK 10" | 03551 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 4,882.50 | 14,647.50 | |||
8183 | RELOCATE WATER METER | 03431 | EACH | 0.00 | 9.000 | 9.000 | 9.000 | 787.50 | 7,087.50 | |||
8184 | POLYETHYLENE SERVICE LINE-3/4 IN | 20647ED | LF | 0.00 | 665.000 | 665.000 | 665.000 | 9.45 | 6,284.25 | |||
8185 | BORE AND JACK PIPE-12 IN STEEL ENCASEMENT | 21400ED | LF | 0.00 | 85.000 | 85.000 | 85.000 | 128.10 | 10,888.50 | |||
8186 | STEEL ENCASEMENT PIPE-12 INCH OPEN CUT | 01069 | LF | 0.00 | 118.000 | 118.000 | 118.000 | 99.75 | 11,770.50 | |||
8187 | RELOCATE FIRE HYDRANT | 03433 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 3,391.50 | 0.00 | |||
8188 | CONCRETE CAP 6-INCH X 12-INCH | 20097ES601 | LF | 0.00 | 70.000 | 70.000 | 70.000 | 142.80 | 9,996.00 | |||
8189 | DUCTILE IRON PIPE-6 INCH W/NITRILE BUTYL GASKETS (WATER MAIN) | 01093 | LF | 0.00 | 820.000 | 820.000 | 820.000 | 48.30 | 39,606.00 | |||
8190 | FIRE HYDRANT - REPLACE | 02606 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,496.50 | 6,993.00 | |||
8191 | SILT TRAP TYPE B - UTILITIES | 02704 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 183.75 | 1,470.00 | |||
8198 | BLOW-OFF ASSEMBLY - 6 IN X 2 IN | 01315 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,575.00 | 3,150.00 | |||
8199 | BLOW-OFF ASSEMBLY - 10 IN X 2 IN | 01315 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,890.00 | 1,890.00 | |||
8200 | PVC PIPE-4 INCH WATERLINE | 03383 | LF | 0.00 | 300.000 | 300.000 | 300.000 | 17.85 | 5,355.00 | |||
8204 | WATERTIGHT FRAME AND LID | 20423EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,575.00 | 1,575.00 | |||
8205 | AIR RELEASE VALVE ~ 3/4 INCH | 03495 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,260.00 | 1,260.00 | |||
Project | DB02900900741 | Fed/State Project Number | FD04 029 0090 | Category | 0023 UTILITY RELOCATION ADDED 2013 | |||||||
8254 | RELOCATE WATER LINE -KY 90C EXT & VA | 03422 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 644,647.81 | 644,647.81 | |||
SUBTOT | $301,178.41 |
$64,041,497.99 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0230-1-0I |
42" SRA Pipe | LF |
122.00 | 0028 | $68.913110 | $7,987.03 | ||||||
1130-1-1I |
steel reinf (Hdwl. Sta. 630+10) | LB |
612.00 | 0028 | $0.516210 | $300.13 | ||||||
1130-1-0I |
steel reinf (Hdwl. Sta. 562+96) | LB |
736.00 | 0028 | $0.516210 | $360.94 | ||||||
1470-1-0I |
60" EQ. SRA Pipe Arch Liner | LF |
83.00 | 0028 | $100.410000 | $7,917.33 | ||||||
1460-1-0I |
Box Culvert Sta. 552+34 | LS |
1.00 | 0033 | $20643.500000 | $19,611.32 | ||||||
1450-1-0I |
Box Culvert Sta. 540+97.5 | LS |
1.00 | 0035 | $24107.580000 | $22,902.00 | ||||||
1340-1-0I |
steel reinf. Box Culvert Sta. 16+34.5 | LB |
857.00 | 0044 | $0.516220 | $420.28 | ||||||
1390-1-0I |
steel reinf. Box Culvert Sta. 173+43 | LB |
19,890.00 | 0044 | $0.516220 | $9,754.24 | ||||||
1400-1-0I |
steel reinf Box Culvert Sta. 180+63 | LB |
1,969.00 | 0044 | $0.516220 | $965.62 | ||||||
1410-1-0I |
steel reinf. Box Culvert Sta. 193+02 | LB |
737.00 | 0044 | $0.516220 | $361.43 | ||||||
1420-1-0I |
steel reinf. Box Culvert Sta. 226+59 | LB |
1,969.00 | 0044 | $0.516220 | $965.62 | ||||||
1360-1-0I |
Steel Reinf (Box Culvert Sta. 82+74) | LB |
1,738.00 | 0050 | $0.516220 | $852.33 | ||||||
1370-1-0I |
Steel Reinf | LB |
576.00 | 0050 | $0.516210 | $283.48 | ||||||
1390-2-0I |
Steel Reinf (Box Culvert Sta. 173+43) | LB |
14,958.00 | 0050 | $0.516220 | $7,335.54 | ||||||
1360-2-0I |
Box Culvert Sections (132 LF) Sta. 82+74 | LS |
1.00 | 0058 | $51770.400000 | $49,181.88 | ||||||
1370-2-0I |
Box Culvert Sections (54 LF.) Sta. 136+71.5 | LS |
1.00 | 0058 | $7747.430000 | $7,360.06 | ||||||
1380-1-0I |
Culvert Sections (54 LF) Sta. 150+14 | LS |
1.00 | 0058 | $8411.420000 | $7,990.85 | ||||||
1410-2-0I |
Culvert Sections (56 LF) Sta. 193+02 | LS |
1.00 | 0058 | $12061.950000 | $11,458.85 | ||||||
1420-2-0I |
Culvert Sections (72 LF) Sta. 226+59 | LS |
1.00 | 0058 | $35488.800000 | $33,714.36 | ||||||
0560-1-0I |
G/R KY 90 | LF |
13,239.50 | 0063 | $9.709600 | $122,122.74 | ||||||
0580-1-0I |
G/R Connector to Bridge End Ty A | EACH |
10.00 | 0063 | $1458.189000 | $13,852.80 | ||||||
0590-1-0I |
G/R End Tr Type 1 | EACH |
2.00 | 0063 | $1325.000000 | $2,517.50 | ||||||
1470-1-0A |
60" EQ. SRA Pipe Arch Liner | LF |
0.60 | 0034 | $100.410000 | $-57.23 | ||||||
1450-1-0A |
Box Culvert Sta. 540+97.5 | LS |
0.46 | 0038 | $24107.580000 | $-10,649.43 | ||||||
1460-1-0A |
Box Culvert Sta. 552+34 | LS |
0.59 | 0038 | $20643.500000 | $-11,668.74 | ||||||
1450-1-0A |
Box Culvert Sta. 540+97.5 | LS |
0.07 | 0039 | $24107.580000 | $-1,717.65 | ||||||
1460-1-0A |
Box Culvert Sta. 552+34 | LS |
-0.06 | 0039 | $20643.500000 | $1,274.74 | ||||||
1470-1-0A |
60" EQ. SRA Pipe Arch Liner | LF |
0.40 | 0039 | $100.410000 | $-38.16 | ||||||
1450-1-0A |
Box Culvert Sta. 540+97.5 | LS |
0.38 | 0040 | $24107.580000 | $-8,817.27 | ||||||
1460-1-0A |
Box Culvert Sta. 552+34 | LS |
0.27 | 0040 | $20643.500000 | $-5,295.06 | ||||||
1460-1-0A |
Box Culvert Sta. 552+34 | LS |
0.12 | 0041 | $20643.500000 | $-2,451.42 | ||||||
0230-1-0A |
42" SRA Pipe | LF |
122.00 | 0042 | $68.913110 | $-7,987.03 | ||||||
1450-1-0A |
Box Culvert Sta. 540+97.5 | LS |
0.07 | 0042 | $24107.580000 | $-1,717.65 | ||||||
1460-1-0A |
Box Culvert Sta. 552+34 | LS |
0.07 | 0042 | $20643.500000 | $-1,470.85 | ||||||
1390-1-0A |
steel reinf. Box Culvert Sta. 173+43 | LB |
8,552.70 | 0047 | $0.516220 | $-4,194.32 | ||||||
1410-1-0A |
steel reinf. Box Culvert Sta. 193+02 | LB |
184.25 | 0047 | $0.516220 | $-90.36 | ||||||
1400-1-0A |
steel reinf Box Culvert Sta. 180+63 | LB |
935.27 | 0048 | $0.516220 | $-458.67 | ||||||
1340-1-0A |
steel reinf. Box Culvert Sta. 16+34.5 | LB |
514.20 | 0050 | $0.516220 | $-252.17 | ||||||
1390-2-0A |
Steel Reinf (Box Culvert Sta. 173+43) | LB |
1,047.93 | 0050 | $0.516220 | $-513.92 | ||||||
1390-1-0A |
steel reinf. Box Culvert Sta. 173+43 | LB |
1,392.30 | 0050 | $0.516220 | $-682.80 | ||||||
1400-1-0A |
steel reinf Box Culvert Sta. 180+63 | LB |
147.67 | 0050 | $0.516220 | $-72.42 | ||||||
1340-1-0A |
steel reinf. Box Culvert Sta. 16+34.5 | LB |
214.25 | 0051 | $0.516220 | $-105.07 | ||||||
1370-1-0A |
Steel Reinf | LB |
234.25 | 0051 | $0.516210 | $-115.29 | ||||||
1390-2-0A |
Steel Reinf (Box Culvert Sta. 173+43) | LB |
6,437.31 | 0057 | $0.516220 | $-3,156.92 | ||||||
1390-1-0A |
steel reinf. Box Culvert Sta. 173+43 | LB |
8,552.70 | 0057 | $0.516220 | $-4,194.32 | ||||||
1400-1-0A |
steel reinf Box Culvert Sta. 180+63 | LB |
482.40 | 0058 | $0.516220 | $-236.58 | ||||||
1340-1-0A |
steel reinf. Box Culvert Sta. 16+34.5 | LB |
128.55 | 0060 | $0.516220 | $-63.04 | ||||||
1370-2-0A |
Box Culvert Sections (54 LF.) Sta. 136+71.5 | LS |
0.07 | 0060 | $7747.430000 | $-515.20 | ||||||
1370-1-0A |
Steel Reinf | LB |
40.48 | 0060 | $0.516210 | $-19.93 | ||||||
1380-1-0A |
Culvert Sections (54 LF) Sta. 150+14 | LS |
0.07 | 0060 | $8411.420000 | $-559.36 | ||||||
1390-2-0A |
Steel Reinf (Box Culvert Sta. 173+43) | LB |
1,047.93 | 0060 | $0.516220 | $-513.92 | ||||||
1390-1-0A |
steel reinf. Box Culvert Sta. 173+43 | LB |
1,392.30 | 0060 | $0.516220 | $-682.80 | ||||||
1400-1-0A |
steel reinf Box Culvert Sta. 180+63 | LB |
403.64 | 0060 | $0.516220 | $-197.95 | ||||||
1410-2-0A |
Culvert Sections (56 LF) Sta. 193+02 | LS |
0.19 | 0060 | $12061.950000 | $-2,234.48 | ||||||
1410-1-0A |
steel reinf. Box Culvert Sta. 193+02 | LB |
143.71 | 0060 | $0.516220 | $-70.48 | ||||||
1420-2-0A |
Culvert Sections (72 LF) Sta. 226+59 | LS |
0.40 | 0060 | $35488.800000 | $-13,654.32 | ||||||
1420-1-0A |
steel reinf. Box Culvert Sta. 226+59 | LB |
797.44 | 0060 | $0.516220 | $-391.08 | ||||||
1420-2-0A |
Culvert Sections (72 LF) Sta. 226+59 | LS |
0.15 | 0061 | $35488.800000 | $-5,057.15 | ||||||
1420-1-0A |
steel reinf. Box Culvert Sta. 226+59 | LB |
295.35 | 0061 | $0.516220 | $-144.84 | ||||||
1420-2-0A |
Culvert Sections (72 LF) Sta. 226+59 | LS |
0.35 | 0062 | $35488.800000 | $-11,968.60 | ||||||
1420-1-0A |
steel reinf. Box Culvert Sta. 226+59 | LB |
698.99 | 0062 | $0.516220 | $-342.80 | ||||||
1130-1-0A |
steel reinf (Hdwl. Sta. 562+96) | LB |
379.00 | 0063 | $0.516210 | $-185.86 | ||||||
1360-2-0A |
Box Culvert Sections (132 LF) Sta. 82+74 | LS |
0.30 | 0063 | $51770.400000 | $-14,754.56 | ||||||
1360-1-0A |
Steel Reinf (Box Culvert Sta. 82+74) | LB |
521.83 | 0063 | $0.516220 | $-255.91 | ||||||
1420-2-0A |
Culvert Sections (72 LF) Sta. 226+59 | LS |
0.08 | 0063 | $35488.800000 | $-2,697.15 | ||||||
1420-1-0A |
steel reinf. Box Culvert Sta. 226+59 | LB |
157.52 | 0063 | $0.516220 | $-77.25 | ||||||
1130-1-0A |
steel reinf (Hdwl. Sta. 562+96) | LB |
248.00 | 0064 | $0.516210 | $-121.62 | ||||||
1360-2-0A |
Box Culvert Sections (132 LF) Sta. 82+74 | LS |
0.62 | 0064 | $51770.400000 | $-30,738.68 | ||||||
1360-1-0A |
Steel Reinf (Box Culvert Sta. 82+74) | LB |
1,087.15 | 0064 | $0.516220 | $-533.15 | ||||||
1370-2-0A |
Box Culvert Sections (54 LF.) Sta. 136+71.5 | LS |
0.52 | 0064 | $7747.430000 | $-3,864.03 | ||||||
1370-1-0A |
Steel Reinf | LB |
301.25 | 0064 | $0.516210 | $-148.26 | ||||||
0560-1-0A |
G/R KY 90 | LF |
3,564.00 | 0065 | $9.709600 | $-32,874.76 | ||||||
1130-1-1A |
steel reinf (Hdwl. Sta. 630+10) | LB |
612.00 | 0065 | $0.516210 | $-300.13 | ||||||
1130-1-0A |
steel reinf (Hdwl. Sta. 562+96) | LB |
109.00 | 0065 | $0.516210 | $-53.45 | ||||||
1360-2-0A |
Box Culvert Sections (132 LF) Sta. 82+74 | LS |
0.07 | 0065 | $51770.400000 | $-3,688.64 | ||||||
1360-1-0A |
Steel Reinf (Box Culvert Sta. 82+74) | LB |
129.00 | 0065 | $0.516220 | $-63.27 | ||||||
1410-2-0A |
Culvert Sections (56 LF) Sta. 193+02 | LS |
0.55 | 0065 | $12061.950000 | $-6,359.66 | ||||||
1410-1-0A |
steel reinf. Box Culvert Sta. 193+02 | LB |
409.03 | 0065 | $0.516220 | $-200.59 | ||||||
1420-2-0A |
Culvert Sections (72 LF) Sta. 226+59 | LS |
0.01 | 0065 | $35488.800000 | $-337.14 | ||||||
1420-1-0A |
steel reinf. Box Culvert Sta. 226+59 | LB |
19.69 | 0065 | $0.516220 | $-9.66 | ||||||
1380-1-0A |
Culvert Sections (54 LF) Sta. 150+14 | LS |
0.52 | 0066 | $8411.420000 | $-4,195.20 | ||||||
0560-1-0A |
G/R KY 90 | LF |
801.00 | 0070 | $9.709600 | $-7,388.52 | ||||||
0560-1-0A |
G/R KY 90 | LF |
625.00 | 0071 | $9.709600 | $-5,765.08 | ||||||
0580-1-0A |
G/R Connector to Bridge End Ty A | EACH |
4.00 | 0071 | $1458.189000 | $-5,541.12 | ||||||
0560-10C |
G/R KY 90 | LF |
0.00 | 0075 | $9.224120 | $-76,094.38 | ||||||
0580-10C |
G/R Connector to Bridge End Ty A | EACH |
0.00 | 0075 | $1385.280000 | $-8,311.68 | ||||||
0590-10C |
G/R End Tr Type 1 | EACH |
0.00 | 0075 | $1258.750000 | $-2,517.50 | ||||||
1370-20C |
Box Culvert Sections (54 LF.) Sta. 136+71.5 | LS |
0.00 | 0075 | $7360.060000 | $-2,980.83 | ||||||
1380-10C |
Culvert Sections (54 LF) Sta. 150+14 | LS |
0.00 | 0075 | $7990.850000 | $-3,236.29 | ||||||
1390-20C |
Steel Reinf (Box Culvert Sta. 173+43) | LB |
0.00 | 0075 | $0.490409 | $-3,150.78 | ||||||
1410-20C |
Culvert Sections (56 LF) Sta. 193+02 | LS |
0.00 | 0075 | $11458.850000 | $-2,864.71 | ||||||
1470-10C |
60" EQ. SRA Pipe Arch Liner | LF |
0.00 | 0075 | $95.389518 | $-7,821.94 | ||||||
SUBTOT | $-0.01 |