|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 069005 | Estimate Number | 0056 | Estimate Type FINAL | |||
| District Office | MANCHESTER (11) Perkins, Robert W. P.E. | ||||||
| Contractor | KAY & KAY CONTRACTING LLC | ADDR SN 0 VC Code VC0000094651 | |||||
| P O BOX 2478 | |||||||
| LONDON , KY , 40743 | |||||||
| Pay Period | 10/08/2010 TO 04/25/2012 | ||||||
| Date Approved | 04/30/2012 | ||||||
| Primary Proj Number | DB11800750601 | ||||||
| Project No. | IM 75-1 (69) | ||||||
| Primary County | WHITLEY | ||||||
| Name of Road | DESIGN BUILD KY92/I-75 INTERCHANGE EXIT 11 | ||||||
| Description | DB - PROPOSED SINGLE POINT URBAN INTERCHANGE EXIT 11 | ||||||
| Date Let | 12/08/2006 | Formal Acceptance | 08/30/2010 | ||||
| Date Awarded | 02/09/2007 | Date Work Began | 08/09/2007 | ||||
| Date Contract Executed | 03/30/2007 | Open To Traffic | 08/14/2009 | ||||
| Date NTP Issued | 03/30/2007 | Actual Completion Date | 08/14/2009 | ||||
| Current Contract Amount | $8,177,867.14 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $6,799,019.20 |
Total Earnings | $8,092,345.86 |
$8,042,221.12 |
$50,124.74 |
|
| Percent Complete | 98.95 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $85,521.28 |
Gross Earnings | $8,092,345.86 |
$8,042,221.12 |
$50,124.74 |
|
| Total Change Orders | $1,378,847.94 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $8,092,345.86 |
$8,042,221.12 |
$50,124.74 |
|||
| Contract Id | 069005 | Change Order Summary |
County | WHITLEY | ||||||
| Estimate Nbr | 0056 | Project Number | IM 75-1 (69) | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | Period | 10/08/2010 TO 04/25/2012 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | HES Addition KY 92/KY 2386 Intersection | Approved | 10/31/2007 | $466,073.07 | 49.0 | |||||
| 003 | Impacts of Adjacent I-75 Rehab Project | Approved | 05/30/2008 | $90,896.06 | 7.0 | |||||
| 004 | Liquidated Damages Override | Approved | 05/23/2008 | $0.00 | 0.0 | |||||
| 005 | Landscape Enhancement Elimination Settlement | Approved | 10/17/2008 | $289,587.17 | 0.0 | |||||
| 006 | HES Utility Funding | Approved | 10/22/2008 | $100,000.00 | 50.0 | |||||
| 007 | Non Spec Material Override | Approved | 08/19/2008 | $0.00 | 0.0 | |||||
| 008 | Utility Relocations and Fuel/Asphalt Adjustments | Approved | 06/22/2009 | $311,912.41 | 0.0 | |||||
| 009 | I-75 Slope Adjustments | Approved | 08/12/2009 | $28,589.72 | 0.0 | |||||
| 010 | Additional Lighting and Electrical Repairs | Approved | 07/12/2010 | $90,289.51 | 0.0 | |||||
| 011 | Slope Excavation | Approved | 07/30/2010 | $1,500.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| DB11800750601 | 1100 | CL3 ASPH BASE 1.50D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 0.00 |
$0.00 |
$82,844.97 |
||
| DB11800750601 | 2170 | CONDUIT-3 1/2 INCH | OTHER | 0042 | 0.00 |
$0.00 |
$109,549.92 |
||
| DB11800750601 | 2170 | CONDUIT-3 1/2 INCH | OTHER | 0051 | 0.00 |
$0.00 |
$-109,549.92 |
||
| DB11800750601 | 1100 | CL3 ASPH BASE 1.50D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0055 | 0.00 |
$0.00 |
$-82,844.97 |
||
| DB11800750601 | 2430 | DEMOBILIZATION | OTHER | 0056 | 0.00 |
$0.00 |
$-48,000.00 |
||
| DB11800750601 | 8027 | DEMOBILIZATION | OTHER | 0056 | 0.00 |
$0.00 |
$48,000.00 |
||
| Contract Id | 069005 | COMMONWEALTH OF KENTUCKY |
County | WHITLEY | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DB11800750601 | |||||||
| Estimate Nbr | 0056 | Period | 10/08/2010 TO 04/25/2012 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | |||||||||
| Project | DB11800750601 | Fed/State Project Number | IM 75-1 (69) | Category | 1001 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 | |
| 1040 | DGA BASE | 00001 | TON | 10,486.00 | 10,486.000 | 8,498.400 | 8,498.400 | 16.58 | 140,903.47 | |||
| 1050 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 5,014.00 | 5,014.000 | 5,014.000 | 5,014.000 | 55.87 | 280,132.18 | |||
| 1060 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 45.00 | 45.000 | 101.270 | 101.270 | 75.00 | 7,595.25 | |||
| 1070 | ASPHALT SEAL AGGREGATE | 00100 | TON | 97.00 | 97.000 | 0.000 | 0.000 | 33.71 | 0.00 | |||
| 1080 | LEVELING & WEDGING PG64-22 | 00190 | TON | 358.00 | 358.000 | 358.000 | 358.000 | 72.40 | 25,919.20 | |||
| 1090 | CL2 ASPH BASE 1.50D PG64-22 | 00203 | TON | 16.00 | 16.000 | 0.000 | 0.000 | 69.75 | 0.00 | |||
| 1100 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 12,050.00 | 12,050.000 | 11,394.750 | 11,394.750 | 46.11 | 525,411.92 | |||
| 1110 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 847.00 | 847.000 | 847.000 | 847.000 | 61.41 | 52,014.27 | |||
| 1120 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 3,576.00 | 3,576.000 | 3,571.080 | 3,571.080 | 68.02 | 242,904.86 | |||
| 1130 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 12.00 | 12.000 | 6.000 | 6.000 | 401.43 | 2,408.58 | |||
| 1140 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 5,049.00 | 5,049.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 1150 | ASPHALT CURING SEAL | 00358 | TON | 21.00 | 21.000 | 10.500 | 10.500 | 414.29 | 4,350.04 | |||
| 1160 | CULVERT PIPE-15 INCH | 00461 | LF | 210.00 | 210.000 | 210.000 | 210.000 | 42.86 | 9,000.60 | |||
| 1170 | CULVERT PIPE-18 INCH | 00462 | LF | 404.00 | 404.000 | 350.500 | 350.500 | 47.43 | 16,624.21 | |||
| 1180 | CULVERT PIPE-24 INCH | 00464 | LF | 440.00 | 440.000 | 440.000 | 440.000 | 56.00 | 24,640.00 | |||
| 1190 | PERFORATED PIPE-4 INCH | 01000 | LF | 13,620.00 | 13,620.000 | 11,043.000 | 11,043.000 | 6.50 | 71,779.50 | |||
| 1200 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 1,090.00 | 1,090.000 | 810.000 | 810.000 | 12.50 | 10,125.00 | |||
| 1210 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 1220 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 10.00 | 10.000 | 9.000 | 9.000 | 475.00 | 4,275.00 | |||
| 1230 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 475.00 | 4,750.00 | |||
| 1240 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 15.00 | 15.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
| 1250 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 500.00 | 4,000.00 | |||
| 1260 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 4.00 | 5.000 | 4.000 | 4.000 | 2,250.00 | 9,000.00 | |||
| 1270 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,750.00 | 2,750.00 | |||
| 1280 | CURB BOX INLET TYPE A | 01456 | EACH | 7.00 | 7.000 | 4.000 | 4.000 | 3,400.00 | 13,600.00 | |||
| 1290 | DROP BOX INLET TYPE 1 | 01490 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,450.00 | 17,250.00 | |||
| 1300 | JUNCTION BOX-18 INCH | 01642 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 1,700.00 | 6,800.00 | |||
| 1310 | RECONSTRUCT INLET | 01720 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 1320 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 1330 | STANDARD CURB AND GUTTER | 01810 | LF | 1,965.00 | 1,965.000 | 1,186.120 | 1,186.120 | 19.50 | 23,129.34 | |||
| 1340 | REMOVE CURB | 01904 | LF | 2,085.00 | 2,085.000 | 2,085.000 | 2,085.000 | 5.00 | 10,425.00 | |||
| 1350 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1360 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1370 | REMOVE PAVEMENT | 02091 | SQYD | 6,900.00 | 6,900.000 | 5,940.500 | 5,940.500 | 9.56 | 56,791.18 | |||
| 1380 | EMBANKMENT IN PLACE | 02230 | CUYD | 75,900.00 | 75,900.000 | 75,900.000 | 75,900.000 | 8.08 | 613,272.00 | |||
| 1390 | WATER | 02242 | MGAL | 520.00 | 420.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1400 | FENCE-WOVEN WIRE | 02261 | LF | 7,462.00 | 7,462.000 | 7,462.000 | 7,462.000 | 5.10 | 38,056.20 | |||
| 1410 | REMOVE FENCE | 02265 | LF | 7,205.00 | 7,205.000 | 7,205.000 | 7,205.000 | 1.57 | 11,311.85 | |||
| 1420 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,150.00 | 3,150.000 | 3,150.000 | 3,150.000 | 17.50 | 55,125.00 | |||
| 1430 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,275.00 | 4,550.00 | |||
| 1440 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,530.00 | 12,650.00 | |||
| 1450 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 648.00 | 3,240.00 | |||
| 1460 | REMOVE GUARDRAIL | 02381 | LF | 2,700.00 | 3,100.000 | 2,700.000 | 2,700.000 | 1.75 | 4,725.00 | |||
| 1470 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 1480 | CHANNEL LINING CLASS II | 02483 | TON | 125.00 | 125.000 | 26.020 | 26.020 | 26.00 | 676.52 | |||
| 1490 | CLEARING AND GRUBBING ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,500.00 | 40,500.00 | |||
| 1500 | CONCRETE-CLASS B | 02555 | CUYD | 236.00 | 236.000 | 236.000 | 236.000 | 370.00 | 87,320.00 | |||
| 1510 | SIGNS | 02562 | SQFT | 720.00 | 720.000 | 184.000 | 184.000 | 8.00 | 1,472.00 | |||
| 1520 | OBJECT MARKER TYPE 2 | 02565 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1530 | EDGE KEY | 02585 | LF | 150.00 | 150.000 | 150.000 | 150.000 | 37.50 | 5,625.00 | |||
| 1540 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 7,143.00 | 7,143.000 | 1,374.750 | 1,374.750 | 1.54 | 2,117.11 | |||
| 1550 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 108,000.00 | 108,000.00 | |||
| 1560 | TEMPORARY SILT FENCE | 02701 | LF | 6,810.00 | 6,810.000 | 2,287.000 | 2,287.000 | 3.00 | 6,861.00 | |||
| 1570 | SAND FOR BLOTTER | 02702 | TON | 66.00 | 66.000 | 0.000 | 0.000 | 35.75 | 0.00 | |||
| 1580 | SILT TRAP TYPE A | 02703 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 1590 | SILT TRAP TYPE B | 02704 | EACH | 11.00 | 11.000 | 6.000 | 6.000 | 250.00 | 1,500.00 | |||
| 1600 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 1610 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 1620 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 6,810.00 | 6,810.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 1630 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 1640 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 1650 | CRASH CUSHION TYPE IX | 02929 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,625.00 | 11,250.00 | |||
| 1660 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 1670 | EROSION CONTROL BLANKET | 05950 | SQYD | 350.00 | 350.000 | 350.000 | 350.000 | 3.00 | 1,050.00 | |||
| 1680 | TEMPORARY MULCH | 05952 | SQYD | 51,304.00 | 51,304.000 | 51,304.000 | 51,304.000 | 0.18 | 9,234.72 | |||
| 1690 | TOPDRESSING FERTILIZER | 05966 | TON | 3.00 | 3.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 1700 | SEEDING AND PROTECTION | 05985 | SQYD | 51,304.00 | 71,304.000 | 51,304.000 | 51,304.000 | 0.32 | 16,417.28 | |||
| 1710 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 12,826.00 | 12,826.000 | 12,826.000 | 12,826.000 | 0.28 | 3,591.28 | |||
| 1720 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 29,250.00 | 29,250.000 | 29,250.000 | 29,250.000 | 0.22 | 6,435.00 | |||
| 1730 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,925.00 | 2,925.000 | 2,925.000 | 2,925.000 | 1.72 | 5,031.00 | |||
| 1740 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 156.00 | 156.000 | 240.000 | 240.000 | 8.75 | 2,100.00 | |||
| 1750 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 7,785.00 | 7,785.000 | 0.000 | 0.000 | 1.61 | 0.00 | |||
| 1760 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 1770 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 8.00 | 8.000 | 35.000 | 35.000 | 95.00 | 3,325.00 | |||
| 1780 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 1790 | PAVEMENT MARKER TYPE IV-B W/R | 06583 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 31.75 | 0.00 | |||
| 1800 | PAVEMENT MARKER TYPE IV-B Y/R | 06584 | EACH | 133.00 | 133.000 | 0.000 | 0.000 | 31.75 | 0.00 | |||
| 1810 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 50.00 | 50.000 | 68.000 | 68.000 | 31.75 | 2,159.00 | |||
| 1820 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 31.75 | 0.00 | |||
| 1830 | CONCRETE-CLASS A | 08100 | CUYD | 2.05 | 2.050 | 2.900 | 2.900 | 1,250.00 | 3,625.00 | |||
| 1840 | STEEL REINFORCEMENT | 08150 | LB | 25.00 | 25.000 | 25.000 | 25.000 | 1.00 | 25.00 | |||
| 1850 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 7.00 | 7.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 1860 | CL3 ASPH SURF 0.38B PG76-22 | 20469ES403 | TON | 1,473.00 | 1,473.000 | 1,473.000 | 1,473.000 | 71.53 | 105,363.69 | |||
| 1870 | SILT TRAP TYPE C | 20496NS843 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 200.00 | 2,200.00 | |||
| 1880 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 11.00 | 11.000 | 5.000 | 5.000 | 25.00 | 125.00 | |||
| 1890 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 229.00 | 0.00 | |||
| 1900 | INFORMAL PARTNERING | 21498ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 1910 | CL3 ASPH SURF 0.38B PG64-22 | 21727ES403 | TON | 353.00 | 593.000 | 0.000 | 0.000 | 73.36 | 0.00 | |||
| 1920 | WEB WALL-MEDIAN PIER | 21811EN | LF | 135.00 | 135.000 | 135.000 | 135.000 | 298.50 | 40,297.50 | |||
| 1930 | WEB WALL TRANSITION TO END TREATMENT IX | 21812NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,500.00 | 15,000.00 | |||
| 1940 | REMOVE AND RELOCATE SHEET SIGNS | 21813NN | EACH | 60.00 | 60.000 | 39.000 | 39.000 | 225.00 | 8,775.00 | |||
| 1950 | DESIGN ENGINEERING | 21814NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 600,000.00 | 600,000.00 | |||
| 2440 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 14,750.00 | 59,000.00 | |||
| 8048 | EW~ Ramp Grade Revisions | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 90,896.06 | 90,896.06 | |||
| 8049 | LIQUIDATED DAMAGES - | 10111NS | DOLL | 0.00 | 0.001 | -52,800.000 | -52,800.000 | 1.00 | -52,800.00 | |||
| 8059 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -7,400.000 | -7,400.000 | 1.00 | -7,400.00 | |||
| 8060 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 75,000.000 | 42,613.770 | 42,613.770 | 1.00 | 42,613.77 | |||
| 8061 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 75,000.000 | 96,353.380 | 96,353.380 | 1.00 | 96,353.38 | |||
| 8064 | EW~ I-75 Slope Revisions | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 14,050.00 | 14,050.00 | |||
| 8065 | DROP BOX INLET TYPE 5F | 01517 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 8066 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 125.00 | 500.00 | |||
| 8070 | EW~ Slope Grading | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| Project | DB11800750601 | Fed/State Project Number | IM 75-1 (69) | Category | 1002 BRIDGE | |||||||
| 1960 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,250.00 | 1,250.000 | 1,250.000 | 1,250.000 | 45.71 | 57,137.50 | |||
| 1970 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 606.00 | 606.000 | 606.000 | 606.000 | 237.71 | 144,052.26 | |||
| 1980 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 1,273.00 | 1,273.000 | 146.600 | 146.600 | 1.43 | 209.63 | |||
| 1990 | MASONRY COATING | 02998 | SQYD | 755.00 | 755.000 | 755.000 | 755.000 | 8.00 | 6,040.00 | |||
| 2000 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 362.00 | 362.000 | 362.000 | 362.000 | 49.44 | 17,897.28 | |||
| 2010 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 102.00 | 102.000 | 102.000 | 102.000 | 37.71 | 3,846.42 | |||
| 2020 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 26.00 | 26.000 | 26.000 | 26.000 | 100.57 | 2,614.82 | |||
| 2030 | TEST PILES | 08033 | LF | 78.00 | 78.000 | 78.000 | 78.000 | 45.14 | 3,520.92 | |||
| 2040 | PILES-STEEL HP12X53 | 08046 | LF | 795.00 | 795.000 | 795.000 | 795.000 | 45.14 | 35,886.30 | |||
| 2050 | CONCRETE-CLASS A | 08100 | CUYD | 409.00 | 409.000 | 409.000 | 409.000 | 497.10 | 203,313.90 | |||
| 2060 | CONCRETE-CLASS AA | 08104 | CUYD | 836.00 | 836.000 | 836.000 | 836.000 | 554.29 | 463,386.44 | |||
| 2070 | STEEL REINFORCEMENT | 08150 | LB | 61,300.00 | 61,300.000 | 61,300.000 | 61,300.000 | 0.88 | 53,944.00 | |||
| 2080 | STEEL REINF-EPOXY COATED | 08151 | LB | 208,900.00 | 208,900.000 | 208,900.000 | 208,900.000 | 0.94 | 196,366.00 | |||
| 2090 | STRUCTURAL STEEL LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 107,055.00 | 107,055.00 | |||
| 2100 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,995.00 | 1,995.000 | 1,995.000 | 1,995.000 | 234.29 | 467,408.55 | |||
| 2110 | RAIL SYSTEM TYPE III | 21532ED | LF | 425.00 | 425.000 | 425.000 | 425.000 | 96.00 | 40,800.00 | |||
| 2120 | RETAINING WALL-KEYSTONE | 21815EN | SQFT | 10,503.00 | 10,503.000 | 10,503.000 | 10,503.000 | 40.90 | 429,572.70 | |||
| Project | DB11800750601 | Fed/State Project Number | IM 75-1 (69) | Category | 1003 SIGNALIZATION | |||||||
| 2130 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 25,230.77 | 151,384.62 | |||
| 2140 | POLE BASE-HIGH MAST | 04742 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 7,145.71 | 42,874.26 | |||
| 2150 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 6,487.20 | 6,487.20 | |||
| 2160 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 36.00 | 36.000 | 36.000 | 36.000 | 861.30 | 31,006.80 | |||
| 2170 | CONDUIT-3 1/2 INCH | 04798 | LF | 1,060.00 | 1,060.000 | 170.000 | 170.000 | 43.69 | 7,427.30 | |||
| 2180 | MARKER | 04800 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 103.59 | 1,864.62 | |||
| 2190 | TRENCHING AND BACKFILLING | 04820 | LF | 7,775.00 | 7,775.000 | 7,630.000 | 7,630.000 | 5.18 | 39,523.40 | |||
| 2200 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 525.00 | 525.000 | 525.000 | 525.000 | 3.55 | 1,863.75 | |||
| 2210 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 3,595.00 | 3,595.000 | 0.000 | 0.000 | 3.92 | 0.00 | |||
| 2220 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 4,975.00 | 4,975.000 | 4,975.000 | 4,975.000 | 4.43 | 22,039.25 | |||
| 2230 | JUNCTION BOX TYPE A | 20391ES835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 771.15 | 0.00 | |||
| 2240 | JUNCTION BOX TYPE C | 20392ES835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 2250 | ROAD BORE-2 IN POLYETHYLENE MAIN | 20650ED | LF | 700.00 | 700.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 2260 | ELECTRICAL ENGINEERING | 21816NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 8063 | EW~ Ground Rod Size Change to 5/8" | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 480.00 | 480.00 | |||
| Project | DB11800750601 | Fed/State Project Number | IM 75-1 (69) | Category | 1004 LIGHTING | |||||||
| 2270 | CONDUIT-1 1/4 INCH | 04793 | LF | 1,700.00 | 1,700.000 | 1,150.000 | 1,150.000 | 4.86 | 5,589.00 | |||
| 2280 | CONDUIT-2 INCH | 04795 | LF | 220.00 | 220.000 | 220.000 | 220.000 | 12.64 | 2,780.80 | |||
| 2290 | JUNCTION BOX TYPE B | 04811 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 416.31 | 1,665.24 | |||
| 2300 | TRENCHING AND BACKFILLING | 04820 | LF | 1,500.00 | 1,500.000 | 230.000 | 230.000 | 5.18 | 1,191.40 | |||
| 2310 | CABLE-NO. 14/3C | 04842 | LF | 850.00 | 850.000 | 0.000 | 0.000 | 1.26 | 0.00 | |||
| 2320 | CABLE-NO. 14/5C | 04844 | LF | 1,300.00 | 1,300.000 | 1,300.000 | 1,300.000 | 1.16 | 1,508.00 | |||
| 2330 | CABLE-NO. 14/7C | 04845 | LF | 1,300.00 | 1,300.000 | 0.000 | 0.000 | 1.21 | 0.00 | |||
| 2340 | CABLE-NO. 14/1 PAIR | 04850 | LF | 2,200.00 | 2,200.000 | 2,200.000 | 2,200.000 | 1.28 | 2,816.00 | |||
| 2350 | MESSENGER-10800 LB | 04885 | LF | 450.00 | 450.000 | 450.000 | 450.000 | 3.19 | 1,435.50 | |||
| 2360 | LOOP SAW SLOT AND FILL | 04895 | LF | 2,200.00 | 2,200.000 | 2,200.000 | 2,200.000 | 11.20 | 24,640.00 | |||
| 2370 | ELECTRICAL SERVICE | 04899 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,675.00 | 1,675.00 | |||
| 2380 | SIGNAL-3 SECTION 12 INCH | 04912 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 698.41 | 8,380.92 | |||
| 2390 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,517.58 | 2,517.58 | |||
| 2400 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,983.20 | 5,966.40 | |||
| 2410 | JUNCTION BOX IN BRIDGE WALL | 21817NN | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 850.00 | 3,400.00 | |||
| 8068 | EW~ Additional Lighting - Ramp A | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 82,389.53 | 82,389.53 | |||
| Project | DB11800750601 | Fed/State Project Number | IM 75-1 (69) | Category | 1005 DEMOBILIZATION & MOBILIZATION | |||||||
| 2420 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 93,000.00 | 93,000.00 | |||
| 2430 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 193,611.15 | 48,402.78 | 193,611.15 | |
| 8067 | DESIGN BUILD PAYMENT FINALIZATION | 23191NC | DOLL | 0.00 | 1.000 | 508,025.980 | 508,025.980 | 1.00 | 508,025.98 | |||
| Project | DB11800750601 | Fed/State Project Number | IM 75-1 (69) | Category | 1006 LANDSCAPING | |||||||
| Project | DB11800750601 | Fed/State Project Number | IM 75-1 (69) | Category | 1007 HES IMPROVEMENT | |||||||
| 0010 | DGA BASE | 00001 | TON | 0.00 | 1,090.000 | 208.900 | 208.900 | 16.58 | 3,463.56 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 0.00 | 4.000 | 0.000 | 0.000 | 33.71 | 0.00 | |||
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | TON | 0.00 | 140.000 | 166.060 | 166.060 | 72.40 | 12,022.74 | |||
| 0080 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 0.00 | 1,693.500 | 771.150 | 771.150 | 61.41 | 47,356.32 | |||
| 0100 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 0.00 | 1.000 | 0.000 | 0.000 | 401.43 | 0.00 | |||
| 0130 | CULVERT PIPE-15 INCH | 00461 | LF | 0.00 | 178.000 | 178.000 | 178.000 | 42.86 | 7,629.08 | |||
| 0140 | CULVERT PIPE-18 INCH | 00462 | LF | 0.00 | 630.000 | 626.000 | 626.000 | 47.43 | 29,691.18 | |||
| 0150 | CULVERT PIPE-24 INCH | 00464 | LF | 0.00 | 563.000 | 563.000 | 563.000 | 56.00 | 31,528.00 | |||
| 0270 | JUNCTION BOX-18 INCH | 01642 | EACH | 0.00 | 4.000 | 5.000 | 5.000 | 1,700.00 | 8,500.00 | |||
| 0300 | STANDARD CURB AND GUTTER | 01810 | LF | 0.00 | 1,357.000 | 1,081.200 | 1,081.200 | 19.50 | 21,083.40 | |||
| 0350 | EMBANKMENT IN PLACE | 02230 | CUYD | 0.00 | 1,011.000 | 0.000 | 0.000 | 8.08 | 0.00 | |||
| 0360 | WATER | 02242 | MGAL | 0.00 | 57.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0500 | EDGE KEY | 02585 | LF | 0.00 | 109.000 | 0.000 | 0.000 | 37.50 | 0.00 | |||
| 0540 | TEMPORARY SILT FENCE | 02701 | LF | 0.00 | 1,500.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0560 | SILT TRAP TYPE A | 02703 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0570 | SILT TRAP TYPE B | 02704 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0580 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0590 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0600 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 0.00 | 1,500.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0660 | TEMPORARY MULCH | 05952 | SQYD | 0.00 | 1,645.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0680 | SEEDING AND PROTECTION | 05985 | SQYD | 0.00 | 750.000 | 682.720 | 682.720 | 0.32 | 218.47 | |||
| 0700 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 0.00 | 4,770.000 | 4,770.000 | 4,770.000 | 0.22 | 1,049.40 | |||
| 0730 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 0.00 | 9.000 | 0.000 | 0.000 | 1.61 | 0.00 | |||
| 0740 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 0.00 | 7.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0750 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 0.00 | 11.000 | 11.000 | 11.000 | 95.00 | 1,045.00 | |||
| 0760 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0810 | CONCRETE-CLASS A | 08100 | CUYD | 0.00 | 1.380 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0820 | STEEL REINFORCEMENT | 08150 | LB | 0.00 | 8.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0850 | SILT TRAP TYPE C | 20496NS843 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0860 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 0.00 | 4.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0870 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 0.00 | 3.000 | 0.000 | 0.000 | 229.00 | 0.00 | |||
| 0890 | CL3 ASPH SURF 0.38B PG64-22 | 21727ES403 | TON | 0.00 | 498.000 | 498.000 | 498.000 | 73.36 | 36,533.28 | |||
| 8000 | REMOVE PIPE | 01310 | LF | 0.00 | 266.000 | 99.000 | 99.000 | 15.00 | 1,485.00 | |||
| 8001 | PLUG PIPE | 01314 | EACH | 0.00 | 4.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 8002 | METAL END SECTION TY 3-15 INCH | 01390 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 8003 | DROP BOX INLET TYPE 11 | 01544 | EACH | 0.00 | 15.000 | 15.000 | 15.000 | 2,000.00 | 30,000.00 | |||
| 8004 | DROP BOX INLET TYPE 13S | 01568 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 8005 | DROP BOX INLET TYPE 14 | 01577 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 2,000.00 | 6,000.00 | |||
| 8006 | CAP DROP BOX INLET | 01584 | EACH | 0.00 | 6.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 8007 | JUNCTION BOX-24 INCH | 01643 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 8008 | REMOVE CATCH BASIN | 01706 | EACH | 0.00 | 7.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 8009 | MANHOLE TYPE A | 01756 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 2,750.00 | 0.00 | |||
| 8010 | REMOVE MANHOLE | 01787 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 8011 | RECONSTRUCT MANHOLE | 01789 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 8012 | ADJUST MANHOLE | 01792 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 8013 | STANDARD HEADER CURB | 01875 | LF | 0.00 | 202.000 | 107.180 | 107.180 | 27.50 | 2,947.45 | |||
| 8014 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 0.00 | 165.000 | 165.000 | 165.000 | 70.00 | 11,550.00 | |||
| 8015 | CHANNEL LINING CLASS III | 02484 | TON | 0.00 | 25.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 8016 | CLEARING AND GRUBBING - HES Addition | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 40,500.00 | 40,500.00 | |||
| 8017 | MAINTAIN & CONTROL TRAFFIC - HES Addition | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 8018 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 0.00 | 96.000 | 96.000 | 96.000 | 35.00 | 3,360.00 | |||
| 8019 | STAKING - HES Addition | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 8020 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 0.00 | 1,645.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 8021 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 0.00 | 12,300.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 8022 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 0.00 | 92.000 | 96.000 | 96.000 | 10.00 | 960.00 | |||
| 8023 | PAVE MARKING-PREF THERMO ONLY | 06576 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 8024 | TEMPORARY SILT DITCH | 20594ES213 | LF | 0.00 | 750.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 8025 | HIGH SLUMP 3000 PSI GROUT | 20911ED | CUYD | 0.00 | 2.500 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 8026 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 0.00 | 2,980.000 | 0.000 | 0.000 | 1.54 | 0.00 | |||
| 8027 | DEMOBILIZATION - HES Addition | 02569 | LS | 0.00 | 1.000 | 0.250 | 0.750 | 1.000 | 6,887.78 | 1,721.94 | 6,887.78 | |
| 8058 | EW~ Utility Reimbursement | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 100,000.00 | 0.00 | |||
| 8062 | EW~ HES Utility Relocations | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 230,653.56 | 230,653.56 | |||
| 8069 | EW~ Electrical Repairs - 10th Street | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 7,899.98 | 7,899.98 | |||
| Project | DB11800750601 | Fed/State Project Number | IM 75-1 (69) | Category | 1008 LANDSCAPING NON-PARTICIPATING | |||||||
| 8028 | EW~ Revise Bridge Retaining Wall Pattern | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 43,062.00 | 0.00 | |||
| 8029 | RETAINING WALL-KEYSTONE Landscaping Enhancement | 21815EN | SQFT | 0.00 | 0.000 | 0.000 | 0.000 | 40.90 | 0.00 | |||
| 8030 | LANDSCAPING Landscaping on Structure | 22399NN | LS | 0.00 | 0.000 | 0.000 | 0.000 | 87,825.00 | 0.00 | |||
| 8031 | EW~ Irrigation on Structure | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 19,500.00 | 0.00 | |||
| 8032 | LANDSCAPING Interchange | 22399NN | LS | 0.00 | 0.000 | 0.000 | 0.000 | 228,900.00 | 0.00 | |||
| 8033 | ENCLOSED DRAINAGE SYSTEM Modify Drainage Landscaping Enhancement | 22904NN | LS | 0.00 | 0.000 | 0.000 | 0.000 | 114,057.55 | 0.00 | |||
| 8034 | EMBANKMENT IN PLACE Landscaping Enhancement | 02230 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 8.08 | 0.00 | |||
| 8035 | PERMANENT SIGNAGE KY SIGN SOUTH SIDE OF BRIDGE | 22049NN | LS | 0.00 | 0.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 8036 | CONCRETE-CLASS AA Additional Deck for Landscaping | 08104 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 497.10 | 0.00 | |||
| 8037 | STEEL REINFORCEMENT-EPOXY COATED Additional Deck for Landscaping | 08151 | LB | 0.00 | 0.000 | 0.000 | 0.000 | 0.94 | 0.00 | |||
| 8038 | PRECAST PC I BEAM TYPE 4 Additional Deck for Landscaping | 08634 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 234.29 | 0.00 | |||
| 8039 | SPECIAL HEADER CURB Landscaping Curb on Bridge | 01877 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 8040 | BRIDGE RAIL TY 3 Modify Rail for Architectural Enhancement | 21823EN | LF | 0.00 | 0.000 | 0.000 | 0.000 | 54.00 | 0.00 | |||
| 8041 | STRUCTURAL STEEL Signal Support | 08160 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 95,000.00 | 0.00 | |||
| 8042 | EW~ Modify Guardrail to Corrosion Resistant | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 12,047.00 | 0.00 | |||
| 8043 | DESIGN Landscaping Enhancement Carman | 21512NS | LS | 0.00 | 0.000 | 0.000 | 0.000 | 86,500.00 | 0.00 | |||
| 8044 | DESIGN Architectural Enhancement V&M | 21512NS | LS | 0.00 | 0.000 | 0.000 | 0.000 | 60,500.00 | 0.00 | |||
| 8045 | STRUCTURAL STEEL Decorative Bridge Handrail | 08160 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 47,500.00 | 0.00 | |||
| 8046 | EW~ Lighting - Architectural for Bridge | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 34,000.00 | 0.00 | |||
| 8047 | EW~ Lighting - Architectural for Kentucky Sign | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 8050 | CONCRETE-CLASS AA Additional Decking for Exposed Beams | 08104 | CUYD | 0.00 | 64.800 | 64.800 | 64.800 | 554.29 | 35,917.99 | |||
| 8051 | STEEL REINFORCEMENT-EPOXY COATED Additional Deck for Exposed Beams | 08151 | LB | 0.00 | 24,420.000 | 24,420.000 | 24,420.000 | 0.94 | 22,954.80 | |||
| 8052 | PRECAST PC I BEAM TYPE 4 Additional Decking for Landscaping | 08634 | LF | 0.00 | 87.000 | 87.000 | 87.000 | 234.29 | 20,383.23 | |||
| 8053 | EW~ Landscape Walls Design | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 10,269.15 | 10,269.15 | |||
| 8054 | STAKING Additional Project Modeling for Enhancement Grading | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 8055 | EW~ Revise Retaining Wall Pattern | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 43,062.00 | 43,062.00 | |||
| 8056 | DESIGN Carman | 21512NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 86,500.00 | 86,500.00 | |||
| 8057 | DESIGN Vaughn and Melton | 21512NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 60,500.00 | 60,500.00 | |||
| SUBTOT | $50,124.73 |
$8,092,345.78 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
2070-1-0I |
Steel Reinforcement | LB |
9,635.25 | 0007 | $0.880000 | $8,479.02 | ||||||
2100-1-0I |
I BEAM, TYPE 4 | LF |
1,041.00 | 0019 | $146.015000 | $152,001.61 | ||||||
2130-0-0I |
POLE 120 FT MTG HT HIGH MAST |
|
0024 | $ | $113,538.47 | |||||||
2160-0-0I |
HPS LUMINAIRE HIGH MAST |
|
0025 | $ | $22,443.73 | |||||||
2070-1-0A |
Steel Reinforcement | LB |
5,694.52 | 0014 | $0.880000 | $-5,011.18 | ||||||
2070-1-0A |
Steel Reinforcement | LB |
3,940.73 | 0015 | $0.880000 | $-3,467.84 | ||||||
2100-00C |
PRECAST PC I BEAM TYPE 4 |
|
0.00 | 0029 | $0.000000 | $-152,001.61 | ||||||
2130-00C |
POLE 120 FT MTG HT HIGH MAST |
|
0.00 | 0036 | $0.000000 | $-113,538.47 | ||||||
2160-00C |
HPS LUMINAIRE HIGH MAST |
|
0.00 | 0037 | $0.000000 | $-22,443.73 | ||||||
| SUBTOT | $0.00 |
|||||||||||