|
Report_Id: 051127 Est NO 0067 |
Date:05/18/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 051127 | Estimate Number | 0067 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06320) Keith, Jerry F. | ||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | ADDR SN 1 VC Code VC0000019236 | |||||
| AND SUBSIDIARY | |||||||
| 136 EAST FROGTOWN ROAD | |||||||
| WALTON , KY , 41094 | |||||||
| Pay Period | 12/08/2012 TO 06/30/2014 | ||||||
| Date Approved | 07/11/2014 | ||||||
| Primary Proj Number | DE04100750527 | ||||||
| Project No. | IM-NH 75-7(124) | ||||||
| Primary County | GRANT | ||||||
| Name of Road | LEXINGTON-COVINGTON ROAD (I-75) | ||||||
| Description | (I-75) Asphalt Rehab, Grade and Drain From South of (KY 36) to South of (KY 22) | ||||||
| Date Let | 06/17/2005 | Formal Acceptance | 09/09/2009 | ||||
| Date Awarded | 06/30/2005 | Date Work Began | 07/18/2005 | ||||
| Date Contract Executed | 07/13/2005 | Open To Traffic | 03/31/2008 | ||||
| Date NTP Issued | 07/14/2005 | Actual Completion Date | 03/31/2008 | ||||
| Current Contract Amount | $25,176,939.86 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $22,489,980.32 |
Total Earnings | $24,983,978.76 |
$24,859,732.60 |
$124,246.16 |
|
| Percent Complete | 99.50 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $125,173.23 |
Gross Earnings | $24,983,978.76 |
$24,859,732.60 |
$124,246.16 |
|
| Total Change Orders | $2,686,959.54 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $25,051,766.63 |
$24,927,520.47 |
$124,246.16 |
|||
| Contract Id | 051127 | Change Order Summary |
County | GRANT | ||||||
| Estimate Nbr | 0067 | Project Number | IM-NH 75-7(124) | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | Period | 12/08/2012 TO 06/30/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | MTV, Traffic Control Items, Gabion Ret Wall & Flowable Fill | Approved | 03/01/2006 | $235,583.81 | 4.0 | |||||
| 002 | Asph Base, B/W & Crash Cush, Milling, Lighting, & Geofoam | Approved | 06/04/2007 | $206,649.97 | 3.0 | |||||
| 003 | FUEL & ASPHALT ADJUSTMENTS | Approved | 10/25/2007 | $1,220,209.27 | 0.0 | |||||
| 004 | Ty C Signs, Fuel/Asph, Lot Pay, Ride, Waterline, & Overruns | Approved | 11/20/2008 | $884,378.72 | 8.0 | |||||
| 005 | Cost Plus - Bridge End Repairs | Approved | 03/09/2011 | $15,891.61 | 0.0 | |||||
| 006 | Liquidated Damages Override | Approved | 04/05/2011 | $0.00 | 0.0 | |||||
| 007 | FUEL & ASPHALT ADJUSTMENTS | Approved | 07/16/2013 | $124,246.16 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| PROJECT INCENTIVES/DISINCENTIVES | 0009 |
$15,000.00 |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| DE04100750527 | 0010 | DGA BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0029 | 0.00 |
$0.00 |
$15,360.25 |
||
| DE04100750527 | 0020 | DRAINAGE BLANKET-TYPE II-ASPH | FUEL OR ASPHALT PRICE ADJUSTMENT | 0029 | 0.00 |
$0.00 |
$156,470.62 |
||
| DE04100750527 | 0020 | DRAINAGE BLANKET-TYPE II-ASPH | FUEL OR ASPHALT PRICE ADJUSTMENT | 0029 | 0.00 |
$0.00 |
$17,424.79 |
||
| DE04100750527 | 0050 | LEVELING & WEDGING PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0029 | 0.00 |
$0.00 |
$1.14 |
||
| DE04100750527 | 0050 | LEVELING & WEDGING PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0029 | 0.00 |
$0.00 |
$0.62 |
||
| DE04100750527 | 0060 | CL3 ASPH BASE 37.5D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0029 | 0.00 |
$0.00 |
$46.78 |
||
| DE04100750527 | 0060 | CL3 ASPH BASE 37.5D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0029 | 0.00 |
$0.00 |
$9.09 |
||
| DE04100750527 | 0070 | CL4 ASPH BASE 37.5D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0029 | 0.00 |
$0.00 |
$136,177.16 |
||
| DE04100750527 | 0070 | CL4 ASPH BASE 37.5D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0029 | 0.00 |
$0.00 |
$18,355.47 |
||
| DE04100750527 | 0080 | CL3 ASPH BASE 25.0D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0029 | 0.00 |
$0.00 |
$185,442.83 |
||
| DE04100750527 | 0080 | CL3 ASPH BASE 25.0D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0029 | 0.00 |
$0.00 |
$23,485.76 |
||
| DE04100750527 | 0100 | CL4 ASPH BASE 25.0D PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0029 | 0.00 |
$0.00 |
$82,238.22 |
||
| DE04100750527 | 0100 | CL4 ASPH BASE 25.0D PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0029 | 0.00 |
$0.00 |
$6,662.10 |
||
| DE04100750527 | 0120 | CL3 ASPH SURF 12.5D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0029 | 0.00 |
$0.00 |
$14.54 |
||
| DE04100750527 | 0130 | CL4 ASPH SURF 9.50B PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0029 | 0.00 |
$0.00 |
$55,260.39 |
||
| DE04100750527 | 0130 | CL4 ASPH SURF 9.50B PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0029 | 0.00 |
$0.00 |
$4.00 |
||
| DE04100750527 | 0150 | ASPHALT CURING SEAL | FUEL OR ASPHALT PRICE ADJUSTMENT | 0029 | 0.00 |
$0.00 |
$6,305.89 |
||
| DE04100750527 | 0010 | DGA BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 0.00 |
$0.00 |
$5,426.17 |
||
| DE04100750527 | 0020 | DRAINAGE BLANKET-TYPE II-ASPH | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 0.00 |
$0.00 |
$4,556.93 |
||
| DE04100750527 | 0050 | LEVELING & WEDGING PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 0.00 |
$0.00 |
$2,400.33 |
||
| DE04100750527 | 0050 | LEVELING & WEDGING PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 0.00 |
$0.00 |
$10,307.95 |
||
| DE04100750527 | 0070 | CL4 ASPH BASE 37.5D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 0.00 |
$0.00 |
$24,574.46 |
||
| DE04100750527 | 0080 | CL3 ASPH BASE 25.0D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 0.00 |
$0.00 |
$32,910.97 |
||
| DE04100750527 | 0100 | CL4 ASPH BASE 25.0D PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 0.00 |
$0.00 |
$29,191.20 |
||
| DE04100750527 | 0100 | CL4 ASPH BASE 25.0D PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 0.00 |
$0.00 |
$60,056.03 |
||
| DE04100750527 | 0130 | CL4 ASPH SURF 9.50B PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 0.00 |
$0.00 |
$8,816.98 |
||
| DE04100750527 | 0070 | CL4 ASPH BASE 37.5D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$1,890.00 |
||
| DE04100750527 | 0070 | CL4 ASPH BASE 37.5D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$2,520.00 |
||
| DE04100750527 | 0070 | CL4 ASPH BASE 37.5D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$2,520.00 |
||
| DE04100750527 | 0070 | CL4 ASPH BASE 37.5D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$3,386.25 |
||
| DE04100750527 | 0080 | CL3 ASPH BASE 25.0D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$1,969.49 |
||
| DE04100750527 | 0080 | CL3 ASPH BASE 25.0D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$2,192.98 |
||
| DE04100750527 | 0080 | CL3 ASPH BASE 25.0D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0047 | 0.00 |
$0.00 |
$2,937.60 |
||
| DE04100750527 | 0100 | CL4 ASPH BASE 25.0D PG76-22 | ASPHALT LOT PAY ADJUSTMENT | 0047 | 0.00 |
$0.00 |
$2,331.00 |
||
| DE04100750527 | 1400 | CL3 ASPH SURF 9.5B PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0047 | 0.00 |
$0.00 |
$2,067.18 |
||
| DE04100750527 | 0890 | MAINTAIN & CONTROL TRAFFIC | OTHER | 0050 | 0.00 |
$0.00 |
$-300.00 |
||
| DE04100750527 | 0080 | CL3 ASPH BASE 25.0D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0053 | 0.00 |
$0.00 |
$1,152.00 |
||
| DE04100750527 | 0100 | CL4 ASPH BASE 25.0D PG76-22 | ASPHALT LOT PAY ADJUSTMENT | 0053 | 0.00 |
$0.00 |
$2,247.75 |
||
| DE04100750527 | 0130 | CL4 ASPH SURF 9.50B PG76-22 | ASPHALT LOT PAY ADJUSTMENT | 0053 | 0.00 |
$0.00 |
$4,193.44 |
||
| DE04100750527 | 0050 | LEVELING & WEDGING PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0054 | 0.00 |
$0.00 |
$0.00 |
||
| DE04100750527 | 0070 | CL4 ASPH BASE 37.5D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0054 | 0.00 |
$0.00 |
$3,813.94 |
||
| DE04100750527 | 0090 | CL3 ASPH BASE 25.0D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0054 | 0.00 |
$0.00 |
$7,718.40 |
||
| DE04100750527 | 0100 | CL4 ASPH BASE 25.0D PG76-22 | ASPHALT LOT PAY ADJUSTMENT | 0054 | 0.00 |
$0.00 |
$4,662.00 |
||
| DE04100750527 | 0130 | CL4 ASPH SURF 9.50B PG76-22 | ASPHALT LOT PAY ADJUSTMENT | 0054 | 0.00 |
$0.00 |
$2,627.89 |
||
| DE04100750527 | 1130 | SEEDING AND PROTECTION | OTHER | 0054 | 0.00 |
$0.00 |
$-18,000.00 |
||
| DE04100750527 | 0120 | CL3 ASPH SURF 12.5D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0055 | 0.00 |
$0.00 |
$1,616.47 |
||
| DE04100750527 | 1390 | SMA SURFACE | OTHER | 0056 | 0.00 |
$0.00 |
$-435,000.00 |
||
| DE04100750527 | 0010 | DGA BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0057 | 0.00 |
$0.00 |
$-20,786.42 |
||
| DE04100750527 | 0020 | DRAINAGE BLANKET-TYPE II-ASPH | FUEL OR ASPHALT PRICE ADJUSTMENT | 0057 | 0.00 |
$0.00 |
$-178,452.34 |
||
| DE04100750527 | 0050 | LEVELING & WEDGING PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0057 | 0.00 |
$0.00 |
$-12,710.04 |
||
| DE04100750527 | 0060 | CL3 ASPH BASE 37.5D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0057 | 0.00 |
$0.00 |
$-55.87 |
||
| DE04100750527 | 0070 | CL4 ASPH BASE 37.5D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0057 | 0.00 |
$0.00 |
$-179,107.09 |
||
| DE04100750527 | 0080 | CL3 ASPH BASE 25.0D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0057 | 0.00 |
$0.00 |
$-241,839.56 |
||
| DE04100750527 | 0100 | CL4 ASPH BASE 25.0D PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0057 | 0.00 |
$0.00 |
$-178,147.55 |
||
| DE04100750527 | 0120 | CL3 ASPH SURF 12.5D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0057 | 0.00 |
$0.00 |
$4,520.00 |
||
| DE04100750527 | 0120 | CL3 ASPH SURF 12.5D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0057 | 0.00 |
$0.00 |
$-14.54 |
||
| DE04100750527 | 0130 | CL4 ASPH SURF 9.50B PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0057 | 0.00 |
$0.00 |
$-64,081.37 |
||
| DE04100750527 | 0150 | ASPHALT CURING SEAL | FUEL OR ASPHALT PRICE ADJUSTMENT | 0057 | 0.00 |
$0.00 |
$-6,305.89 |
||
| DE04100750527 | 1390 | SMA SURFACE | ASPHALT LOT PAY ADJUSTMENT | 0057 | 0.00 |
$0.00 |
$5,722.21 |
||
| DE04100750527 | 1390 | SMA SURFACE | OTHER | 0057 | 0.00 |
$0.00 |
$435,000.00 |
||
| DE04100750527 | 0080 | CL3 ASPH BASE 25.0D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0060 | 0.00 |
$0.00 |
$3,110.40 |
||
| DE04100750527 | 0130 | CL4 ASPH SURF 9.50B PG76-22 | ASPHALT LOT PAY ADJUSTMENT | 0060 | 0.00 |
$0.00 |
$-1,733.28 |
||
| DE04100750527 | 0080 | CL3 ASPH BASE 25.0D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0061 | 0.00 |
$0.00 |
$3,340.80 |
||
| DE04100750527 | 0100 | CL4 ASPH BASE 25.0D PG76-22 | ASPHALT LOT PAY ADJUSTMENT | 0061 | 0.00 |
$0.00 |
$9,462.75 |
||
| DE04100750527 | 1390 | SMA SURFACE | OTHER | 0061 | 0.00 |
$0.00 |
$-5,000.00 |
||
| DE04100750527 | 1390 | SMA SURFACE | RIDEABILITY | 0061 | 0.00 |
$0.00 |
$78,271.61 |
||
| DE04100750527 | 2170 | MOBILIZATION | OTHER | 0061 | 0.00 |
$0.00 |
$-66,000.00 |
||
| DE04100750527 | 1390 | SMA SURFACE | OTHER | 0064 | 0.00 |
$0.00 |
$5,000.00 |
||
| DE04100750527 | 1390 | SMA SURFACE | OTHER | 0064 | 0.00 |
$0.00 |
$63,000.00 |
||
| DE04100750527 | 1390 | SMA SURFACE | NON-SPEC MATERIAL DEDUCTION | 0065 | 0.00 |
$0.00 |
$-181.40 |
||
| DE04100750527 | 8019 | RIDE QUALITY ADJUSTMENT ASPH | RIDEABILITY | 0065 | 0.00 |
$0.00 |
$-78,271.61 |
||
| Contract Id | 051127 | COMMONWEALTH OF KENTUCKY |
County | GRANT | ||||||
| Contract Type | ASRH ASPHALT REHAB INTERSTATE/PARKWAY | TRANSPORTATION CABINET |
Primary Project Number | DE04100750527 | ||||||
| Estimate Nbr | 0067 | Period | 12/08/2012 TO 06/30/2014 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | |||||||||
| Project | DE04100750527 | Fed/State Project Number | IM-NH 75-7(124) | Category | 0001 ROADWAY | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0010 | DGA BASE | 00001M | MTON | 91,982.00 | 114,198.310 | 99,975.760 | 99,975.760 | 14.00 | 1,399,660.64 | |||
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | MTON | 91,050.00 | 91,050.000 | 80,823.730 | 80,823.730 | 28.30 | 2,287,311.55 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | MTON | 184.00 | 184.000 | 1,548.180 | 1,548.180 | 54.35 | 84,143.58 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100M | MTON | 514.00 | 514.000 | 1,032.740 | 1,032.740 | 68.66 | 70,907.92 | |||
| 0050 | LEVELING & WEDGING PG64-22 | 00190M | MTON | 17,034.00 | 17,034.000 | 11,992.950 | 11,992.950 | 42.01 | 503,823.82 | |||
| 0060 | CL3 ASPH BASE 37.5D PG64-22 | 00205M | MTON | 8,685.00 | 8,685.000 | 8,021.250 | 8,021.250 | 38.80 | 311,224.50 | |||
| 0070 | CL4 ASPH BASE 37.5D PG64-22 | 00208M | MTON | 27,377.00 | 0.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0080 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | MTON | 41,454.00 | 41,454.000 | 34,124.130 | 34,124.130 | 32.00 | 1,091,972.16 | |||
| 0090 | CL3 ASPH BASE 25.0D PG64-22 EDGE DRAIN CAP | 00214M | MTON | 1,239.00 | 1,239.000 | 1,444.210 | 1,444.210 | 31.04 | 44,828.27 | |||
| 0100 | CL4 ASPH BASE 25.0D PG76-22 | 00219M | MTON | 34,030.00 | 34,030.000 | 39,692.210 | 39,692.210 | 37.00 | 1,468,611.77 | |||
| 0110 | EMULSIFIED ASPHALT RS-2 | 00291M | MTON | 61.82 | 61.820 | 39.744 | 39.744 | 313.91 | 12,476.03 | |||
| 0120 | CL3 ASPH SURF 12.5D PG64-22 | 00312M | MTON | 9,090.00 | 9,090.000 | 7,787.420 | 7,787.420 | 40.82 | 317,882.48 | |||
| 0130 | CL4 ASPH SURF 9.50B PG76-22 | 00337M | MTON | 11,980.00 | 11,980.000 | 14,641.420 | 14,641.420 | 49.70 | 727,678.57 | |||
| 0140 | ASPHALT PLACEMENT WITH MTV | 00338M | MTON | 27,847.00 | 129,772.000 | 128,998.770 | 128,998.770 | 1.93 | 248,967.62 | |||
| 0150 | ASPHALT CURING SEAL | 00358M | MTON | 87.78 | 87.780 | 56.830 | 56.830 | 286.84 | 16,301.11 | |||
| 0160 | ENTRANCE PIPE-375 MM | 00440M | M | 57.00 | 57.000 | 62.100 | 62.100 | 100.00 | 6,210.00 | |||
| 0170 | CULVERT PIPE-450 MM | 00462M | M | 30.10 | 30.100 | 30.100 | 30.100 | 209.25 | 6,298.42 | |||
| 0180 | CULVERT PIPE-600 MM | 00464M | M | 50.70 | 50.700 | 42.910 | 42.910 | 377.25 | 16,187.79 | |||
| 0190 | CULVERT PIPE-750 MM | 00466M | M | 26.30 | 26.300 | 26.300 | 26.300 | 222.50 | 5,851.75 | |||
| 0200 | CULVERT PIPE-900 MM | 00468M | M | 71.50 | 71.500 | 73.320 | 73.320 | 265.25 | 19,448.13 | |||
| 0210 | CULVERT PIPE-1050 MM | 00469M | M | 112.60 | 112.600 | 105.370 | 105.370 | 371.50 | 39,144.95 | |||
| 0220 | STORM SEWER PIPE-375 MM | 00521M | M | 395.90 | 395.900 | 387.310 | 387.310 | 119.00 | 46,089.89 | |||
| 0230 | STORM SEWER PIPE-450 MM | 00522M | M | 267.00 | 267.000 | 298.470 | 298.470 | 141.00 | 42,084.27 | |||
| 0240 | STORM SEWER PIPE-600 MM | 00524M | M | 223.00 | 223.000 | 225.230 | 225.230 | 162.50 | 36,599.87 | |||
| 0250 | STORM SEWER PIPE-750 MM | 00526M | M | 13.00 | 13.000 | 26.000 | 26.000 | 189.00 | 4,914.00 | |||
| 0260 | STORM SEWER PIPE-900 MM | 00528M | M | 27.90 | 27.900 | 33.988 | 33.988 | 259.50 | 8,819.88 | |||
| 0270 | STORM SEWER PIPE-1200 MM | 00530M | M | 33.90 | 33.900 | 53.640 | 53.640 | 278.50 | 14,938.74 | |||
| 0280 | STORM SEWER PIPE-1500 MM | 00532M | M | 32.70 | 32.700 | 31.995 | 31.995 | 424.75 | 13,589.87 | |||
| 0300 | PERFORATED PIPE-100 MM | 01000M | M | 21,446.00 | 21,446.000 | 18,775.400 | 18,775.400 | 11.52 | 216,292.60 | |||
| 0310 | PERFORATED PIPE-150 MM | 01001M | M | 4,055.00 | 4,055.000 | 4,292.340 | 4,292.340 | 12.64 | 54,255.17 | |||
| 0330 | NON-PERFORATED PIPE-100 MM | 01010M | M | 924.00 | 924.000 | 1,008.920 | 1,008.920 | 29.52 | 29,783.31 | |||
| 0350 | NON-PERFORATED PIPE-150 MM | 01011M | M | 85.00 | 85.000 | 157.500 | 157.500 | 31.25 | 4,921.87 | |||
| 0360 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,000.00 | 14,000.00 | |||
| 0370 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 315.00 | 0.00 | |||
| 0380 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
| 0390 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 67.00 | 67.000 | 75.000 | 75.000 | 340.00 | 25,500.00 | |||
| 0400 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 81.00 | 81.000 | 49.000 | 49.000 | 335.00 | 16,415.00 | |||
| 0410 | STEEL ENCASEMENT PIPE-450 MM | 01075M | M | 39.30 | 39.300 | 39.300 | 39.300 | 250.00 | 9,825.00 | |||
| 0420 | REMOVE PIPE | 01310M | M | 147.40 | 147.400 | 148.390 | 148.390 | 30.00 | 4,451.70 | |||
| 0430 | METAL END SECTION TY 3-375 MM | 01390M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
| 0440 | METAL END SECTION TY 3-450 MM | 01391M | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 575.00 | 1,725.00 | |||
| 0450 | METAL END SECTION TY 3-600 MM | 01393M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 650.00 | 650.00 | |||
| 0460 | METAL END SECTION TY 3-1050 MM | 01396M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,125.00 | 3,125.00 | |||
| 0470 | METAL END SECTION TY 4-600 MM | 01413M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 0480 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,855.00 | 8,565.00 | |||
| 0490 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,375.00 | 3,375.00 | |||
| 0500 | DROP BOX INLET TYPE 5F | 01517 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,575.00 | 2,575.00 | |||
| 0510 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0520 | CONC MED BARR BOX INLET TY 350A2 | 01614M | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,300.00 | 8,600.00 | |||
| 0530 | CONC MED BARR BOX INLET TY 350B2 | 01615M | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 5,875.00 | 164,500.00 | |||
| 0540 | JUNCTION BOX-375 MM | 01641M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,135.00 | 1,135.00 | |||
| 0550 | JUNCTION BOX-450 MM | 01642M | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,175.00 | 2,350.00 | |||
| 0560 | JUNCTION BOX-600 MM | 01643M | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,275.00 | 2,550.00 | |||
| 0570 | JUNCTION BOX-900 MM | 01645M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,430.00 | 1,430.00 | |||
| 0580 | JUNCTION BOX-1050 MM | 01646M | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,650.00 | 3,300.00 | |||
| 0590 | JUNCTION BOX-1200 MM | 01647M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,025.00 | 2,025.00 | |||
| 0600 | REMOVE JUNCTION BOX | 01655 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
| 0610 | REMOVE CATCH BASIN | 01706 | EACH | 18.00 | 18.000 | 19.000 | 19.000 | 250.00 | 4,750.00 | |||
| 0620 | RECONSTRUCT INLET | 01720 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,500.00 | 7,500.00 | |||
| 0630 | CORED HOLE DRAINAGE BOX CON-6 INCH | 01741 | EACH | 34.00 | 34.000 | 2.000 | 2.000 | 125.00 | 250.00 | |||
| 0640 | ISLAND HEADER CURB TYPE 1 | 01890M | M | 30.00 | 30.000 | 30.000 | 30.000 | 190.00 | 5,700.00 | |||
| 0650 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 470.00 | 470.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0660 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 260.00 | 260.000 | 902.000 | 902.000 | 2.50 | 2,255.00 | |||
| 0670 | RELOCATE TEMP CONC MED BARRIER | 02003M | M | 110.00 | 3,547.850 | 3,547.850 | 3,547.850 | 20.00 | 70,957.00 | |||
| 0680 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0690 | REMOVE PAVEMENT | 02091M | SQ M | 4,160.00 | 4,160.000 | 4,160.000 | 4,160.000 | 4.00 | 16,640.00 | |||
| 0700 | ROADWAY EXCAVATION | 02200M | CU M | 473,115.00 | 478,115.000 | 473,852.840 | 473,852.840 | 4.55 | 2,156,030.42 | |||
| 0710 | GRANULAR EMBANKMENT | 02223M | CU M | 18,319.00 | 18,319.000 | 28,968.220 | 28,968.220 | 37.00 | 1,071,824.14 | |||
| 0720 | WATER | 02242M | CU M | 21,900.00 | 21,900.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0730 | FENCE-WOVEN WIRE TYPE 1 | 02262M | M | 10,135.00 | 10,858.000 | 10,855.800 | 10,855.800 | 13.67 | 148,398.78 | |||
| 0740 | REMOVE FENCE | 02265M | M | 10,029.00 | 10,140.630 | 10,140.630 | 10,140.630 | 4.87 | 49,384.86 | |||
| 0750 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 1,257.30 | 1,257.300 | 1,546.810 | 1,546.810 | 44.25 | 68,446.34 | |||
| 0760 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 40.00 | 120.00 | |||
| 0770 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,916.00 | 7,664.00 | |||
| 0780 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 7.00 | 7.000 | 10.000 | 10.000 | 2,450.00 | 24,500.00 | |||
| 0790 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 5.00 | 5.000 | 8.000 | 8.000 | 425.00 | 3,400.00 | |||
| 0800 | REMOVE GUARDRAIL | 02381M | M | 6,089.00 | 6,089.000 | 5,893.770 | 5,893.770 | 2.92 | 17,209.80 | |||
| 0810 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 70.50 | 1,057.50 | |||
| 0820 | CHANNEL LINING CLASS III | 02484M | MTON | 16,242.50 | 16,242.500 | 13,413.870 | 13,413.870 | 23.55 | 315,896.63 | |||
| 0830 | CLEARING AND GRUBBING 210.28 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 90,000.00 | 90,000.00 | |||
| 0840 | SIGNS | 02562M | SQ M | 197.66 | 197.660 | 316.306 | 316.306 | 64.00 | 20,243.58 | |||
| 0850 | EDGE KEY MODIFIED | 02585M | M | 61.50 | 61.500 | 214.106 | 214.106 | 389.48 | 83,390.00 | |||
| 0860 | FABRIC-GEOTEXTILE TYPE III | 02598M | SQ M | 6,000.00 | 6,000.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0870 | FABRIC-GEOTEXTILE TYPE IV | 02599M | SQ M | 139,829.00 | 139,829.000 | 194,078.090 | 194,078.090 | 1.27 | 246,479.17 | |||
| 0880 | REMOVE HEADWALL | 02625 | EACH | 32.00 | 32.000 | 33.000 | 33.000 | 250.00 | 8,250.00 | |||
| 0890 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 182,696.36 | 182,696.36 | |||
| 0900 | LANE CLOSURE | 02653 | EACH | 10.00 | 10.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 0910 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 9,000.00 | 18,000.00 | |||
| 0920 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 466.21 | 466.21 | |||
| 0930 | ASPH PAVE MILLING & TEXTURING | 02677M | MTON | 8,689.00 | 20,154.000 | 24,370.040 | 24,370.040 | 6.89 | 167,909.57 | |||
| 0940 | SAFELOADING | 02690M | CU M | 14.00 | 14.000 | 14.820 | 14.820 | 165.00 | 2,445.30 | |||
| 0950 | TEMPORARY SILT FENCE | 02701M | M | 619.00 | 619.000 | 1,901.020 | 1,901.020 | 7.90 | 15,018.05 | |||
| 0960 | SILT TRAP TYPE A | 02703 | EACH | 14.00 | 14.000 | 22.000 | 22.000 | 400.00 | 8,800.00 | |||
| 0970 | SILT TRAP TYPE B | 02704 | EACH | 265.00 | 265.000 | 193.000 | 193.000 | 130.00 | 25,090.00 | |||
| 0980 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 42.00 | 42.000 | 12.000 | 12.000 | 100.00 | 1,200.00 | |||
| 0990 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 795.00 | 795.000 | 71.000 | 71.000 | 60.00 | 4,260.00 | |||
| 1000 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 1,857.00 | 1,857.000 | 869.080 | 869.080 | 1.90 | 1,651.25 | |||
| 1010 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 1020 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 144,400.00 | 144,400.00 | |||
| 1030 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 1040 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 3.00 | 0.000 | 0.000 | 0.000 | 5,590.00 | 0.00 | |||
| 1050 | INSTALL TEMP CRASH CUSHION | 02900 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,590.00 | 11,180.00 | |||
| 1060 | CONCRETE BARRIER WALL TYPE 230T | 03171M | M | 14,212.00 | 7,817.300 | 7,819.908 | 7,819.908 | 41.00 | 320,616.22 | |||
| 1070 | CONC MEDIAN BARRIER TYPE 350C MOD | 03202M | M | 3,793.00 | 3,873.000 | 4,310.210 | 4,310.210 | 212.00 | 913,764.52 | |||
| 1080 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,800.00 | 11,600.00 | |||
| 1090 | EROSION CONTROL BLANKET | 05950M | SQ M | 172,260.00 | 172,260.000 | 25,945.454 | 25,945.454 | 1.28 | 33,210.18 | |||
| 1100 | TEMPORARY MULCH | 05952M | SQ M | 448,590.00 | 448,590.000 | 180,970.000 | 180,970.000 | 0.12 | 21,716.40 | |||
| 1110 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 45,200.00 | 45,200.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 1120 | TOPDRESSING FERTILIZER | 05966M | MTON | 25.20 | 25.200 | 24.800 | 24.800 | 432.00 | 10,713.60 | |||
| 1130 | SEEDING AND PROTECTION | 05985M | SQ M | 276,330.00 | 386,817.005 | 390,819.267 | 390,819.267 | 0.28 | 109,429.39 | |||
| 1140 | SPECIAL SEEDING CROWN VETCH | 05989M | SQ M | 46,100.00 | 273,747.940 | 273,747.940 | 273,747.940 | 0.21 | 57,487.06 | |||
| 1150 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 271.00 | 484.000 | 338.000 | 338.000 | 25.12 | 8,490.56 | |||
| 1160 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 45.00 | 169.000 | 128.000 | 128.000 | 25.12 | 3,215.36 | |||
| 1170 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | M | 65,925.00 | 0.000 | 0.000 | 0.000 | 0.89 | 0.00 | |||
| 1180 | PAVE STRIPING REMOVAL-150 MM | 06531M | M | 35,530.00 | 35,530.000 | 22,990.300 | 22,990.300 | 0.82 | 18,852.04 | |||
| 1190 | PAVE STRIPING-THERMO-150 MM W | 06542M | M | 23,539.00 | 23,539.000 | 23,420.520 | 23,420.520 | 1.85 | 43,327.96 | |||
| 1200 | PAVE STRIPING-THERMO-150 MM Y | 06543M | M | 16,038.00 | 16,038.000 | 16,143.770 | 16,143.770 | 1.85 | 29,865.97 | |||
| 1210 | PAVE STRIPING-THERMO-300 MM W | 06546M | M | 1,816.00 | 1,816.000 | 1,855.500 | 1,855.500 | 7.18 | 13,322.49 | |||
| 1220 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | M | 2,260.00 | 2,260.000 | 3,307.810 | 3,307.810 | 3.00 | 9,923.43 | |||
| 1230 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | M | 1,120.00 | 1,120.000 | 1,210.620 | 1,210.620 | 3.00 | 3,631.86 | |||
| 1240 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 119.00 | 119.000 | 0.000 | 0.000 | 17.95 | 0.00 | |||
| 1250 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 1,374.00 | 1,374.000 | 1,458.000 | 1,458.000 | 17.95 | 26,171.10 | |||
| 1260 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 1,184.00 | 1,184.000 | 1,294.000 | 1,294.000 | 17.95 | 23,227.30 | |||
| 1270 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 176.00 | 176.000 | 934.000 | 934.000 | 5.00 | 4,670.00 | |||
| 1280 | CONCRETE-CLASS A | 08100M | CU M | 27.34 | 27.340 | 27.940 | 27.940 | 1,075.00 | 30,035.50 | |||
| 1290 | STEEL REINFORCEMENT | 08150M | KG | 872.10 | 872.100 | 871.700 | 871.700 | 2.00 | 1,743.40 | |||
| 1300 | DROP BOX INLET TY 7(MOD) | 20216MD | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,220.00 | 14,440.00 | |||
| 1310 | MILLED RUMBLE STRIPS | 20527MD | M | 15,880.00 | 15,880.000 | 25,367.090 | 25,367.090 | 0.95 | 24,098.73 | |||
| 1320 | CONCRETE MEDIAN BARRIER TYPE 14C1A50 | 20670MD | M | 152.00 | 152.000 | 156.590 | 156.590 | 370.00 | 57,938.30 | |||
| 1330 | SAWCUT PAVEMENT | 20671MD | M | 14,090.00 | 14,090.000 | 15,432.980 | 15,432.980 | 1.80 | 27,779.36 | |||
| 1340 | TEMPORARY BARRIER WALL RETAINER | 20672ND | EACH | 52.00 | 52.000 | 22.000 | 22.000 | 25.00 | 550.00 | |||
| 1350 | BORE AND JACK PIPE-450MM | 20673MS706 | M | 77.30 | 77.300 | 77.300 | 77.300 | 593.80 | 45,900.74 | |||
| 1360 | CONC MED BARR BOX INLET TYPE 14B2-MOD | 20674ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,375.00 | 6,375.00 | |||
| 1370 | JUNCTION BOX-1800MM | 20676ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,455.00 | 16,910.00 | |||
| 1380 | TEMPORARY SILT DITCH | 20762MS213 | M | 5,210.00 | 5,210.000 | 497.300 | 497.300 | 3.30 | 1,641.09 | |||
| 1390 | SMA SURFACE | 20764MS400 | MTON | 15,946.00 | 15,946.000 | 14,648.380 | 14,648.380 | 63.58 | 931,344.00 | |||
| 1400 | CL3 ASPH SURF 9.5B PG64-22 | 20765MS400 | MTON | 9,781.00 | 9,781.000 | 10,292.570 | 10,292.570 | 38.45 | 395,749.31 | |||
| 2490 | BASE FAILURE REPAIR | 03240M | SQ M | 31.00 | 31.000 | 36.230 | 36.230 | 146.56 | 5,309.86 | |||
| 8002 | RETAINING WALL-GABION | 02610M | CU M | 0.00 | 10.000 | 6.120 | 6.120 | 180.13 | 1,102.39 | |||
| 8003 | PAVE STRIPING-TEMP PAINT-150MM | 06511M | M | 0.00 | 65,925.000 | 85,461.150 | 85,461.150 | 0.89 | 76,060.42 | |||
| 8004 | PAVE STRIPING-TEMP REM TAPE-B | 06549M | M | 0.00 | 2,000.000 | 934.760 | 934.760 | 8.10 | 7,571.55 | |||
| 8005 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 0.00 | 150.000 | 373.000 | 373.000 | 3.57 | 1,331.61 | |||
| 8006 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 0.00 | 150.000 | 418.000 | 418.000 | 3.57 | 1,492.26 | |||
| 8007 | INSTALL TEMP CONC MED BARR | 01992M | M | 0.00 | 6,394.700 | 6,394.700 | 6,394.700 | 35.00 | 223,814.50 | |||
| 8010 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 143,144.210 | 135,074.420 | 135,074.420 | 1.00 | 135,074.42 | |||
| 8011 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 976,241.600 | 925,973.970 | 925,973.970 | 1.00 | 925,973.97 | |||
| 8012 | CL4 ASPH BASE 25.0D PG64-22 | 00217M | MTON | 0.00 | 27,377.000 | 35,865.450 | 35,865.450 | 35.00 | 1,255,290.75 | |||
| 8017 | MOBILIZATION Conc Median Barrier | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,069.07 | 5,069.07 | |||
| 8018 | RELOCATE CRASH CUSHION | 02898 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,740.00 | 4,740.00 | |||
| 8019 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 78,271.610 | 78,271.610 | 78,271.610 | 1.00 | 78,271.61 | |||
| 8020 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 74,269.270 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8029 | LIQUIDATED DAMAGES - | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE04100750527 | Fed/State Project Number | IM-NH 75-7(124) | Category | 0002 BRIDGE | |||||||
| 1410 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 252.60 | 0.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 1420 | MASONRY COATING | 02998M | SQ M | 1,001.50 | 1,001.500 | 1,001.500 | 1,001.500 | 8.00 | 8,012.00 | |||
| 1430 | STRUCTURE EXCAVATION-COMMON | 08001M | CU M | 16.30 | 16.300 | 16.140 | 16.140 | 18.00 | 290.52 | |||
| 1440 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 173.10 | 173.100 | 108.150 | 108.150 | 40.00 | 4,326.00 | |||
| 1450 | CRUSHED AGGREGATE SLOPE PROT | 08020M | MTON | 181.30 | 181.300 | 221.240 | 221.240 | 20.00 | 4,424.80 | |||
| 1460 | CONCRETE-CLASS A | 08100M | CU M | 130.50 | 130.500 | 130.500 | 130.500 | 482.00 | 62,901.00 | |||
| 1470 | CONCRETE-CLASS AA | 08104M | CU M | 261.00 | 261.000 | 261.000 | 261.000 | 562.00 | 146,682.00 | |||
| 1480 | STEEL REINFORCEMENT | 08150M | KG | 9,383.00 | 9,383.000 | 9,383.000 | 9,383.000 | 1.68 | 15,763.44 | |||
| 1490 | STEEL REINF-EPOXY COATED | 08151M | KG | 44,614.00 | 44,614.000 | 44,614.000 | 44,614.000 | 1.93 | 86,105.02 | |||
| 1500 | STRUCTURAL STEEL 3193 KG | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,000.00 | 17,000.00 | |||
| 1510 | ELECTRICAL CONDUIT | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 1520 | PRECAST PC I BEAM TYPE 6 | 08635M | M | 316.00 | 316.000 | 316.000 | 316.000 | 865.00 | 273,340.00 | |||
| 8001 | FLOWABLE FILL | 02220M | CU M | 0.00 | 252.600 | 252.600 | 252.600 | 105.37 | 26,616.46 | |||
| Project | DE04100750527 | Fed/State Project Number | IM-NH 75-7(124) | Category | 0003 BRIDGE | |||||||
| 1530 | REMOVE CONCRETE MASONRY | 02403M | CU M | 49.00 | 49.000 | 49.000 | 49.000 | 148.00 | 7,252.00 | |||
| 1540 | FOUNDATION PREPARATION STA. 17 + 904.958 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 1550 | CONCRETE-CLASS A | 08100M | CU M | 159.40 | 159.400 | 159.400 | 159.400 | 482.00 | 76,830.80 | |||
| 1560 | STEEL REINFORCEMENT | 08150M | KG | 16,731.00 | 16,731.000 | 16,731.000 | 16,731.000 | 1.68 | 28,108.08 | |||
| Project | DE04100750527 | Fed/State Project Number | IM-NH 75-7(124) | Category | 0004 BRIDGE | |||||||
| 1570 | REMOVE CONCRETE MASONRY | 02403M | CU M | 97.90 | 97.900 | 97.900 | 97.900 | 148.00 | 14,489.20 | |||
| 1580 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 6.70 | 6.700 | 6.700 | 6.700 | 40.00 | 268.00 | |||
| 1590 | FOUNDATION PREPARATION STA. 17 + 950.142 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 24,000.00 | 24,000.00 | |||
| 1600 | CONCRETE-CLASS A | 08100M | CU M | 264.70 | 264.700 | 264.700 | 264.700 | 482.00 | 127,585.40 | |||
| 1610 | STEEL REINFORCEMENT | 08150M | KG | 27,714.00 | 27,714.000 | 27,714.000 | 27,714.000 | 1.68 | 46,559.52 | |||
| Project | DE04100750527 | Fed/State Project Number | IM-NH 75-7(124) | Category | 0005 BRIDGE | |||||||
| 1620 | REMOVE CONCRETE MASONRY | 02403M | CU M | 88.90 | 88.900 | 88.900 | 88.900 | 148.00 | 13,157.20 | |||
| 1630 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 51.20 | 51.200 | 51.950 | 51.950 | 40.00 | 2,078.00 | |||
| 1640 | FOUNDATION PREPARATION STA. 21 + 325.589 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 1650 | CONCRETE-CLASS A | 08100M | CU M | 300.60 | 300.600 | 300.600 | 300.600 | 482.00 | 144,889.20 | |||
| 1660 | STEEL REINFORCEMENT | 08150M | KG | 29,143.00 | 29,143.000 | 29,143.000 | 29,143.000 | 1.68 | 48,960.24 | |||
| 1670 | LIGHTWEIGHT FILL | 20665NC | CU M | 638.00 | 638.000 | 638.000 | 638.000 | 158.00 | 100,804.00 | |||
| 8013 | EW~ Geofoam | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 11,638.00 | 11,638.00 | |||
| Project | DE04100750527 | Fed/State Project Number | IM-NH 75-7(124) | Category | 0006 LIGHTING | |||||||
| 1680 | POLE 36.6 MTG HT HIGH MAST | 04714M | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 21,500.00 | 193,500.00 | |||
| 1690 | POLE BASE-HIGH MAST | 04742 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 4,500.00 | 40,500.00 | |||
| 1700 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1710 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 1720 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 36.00 | 36.000 | 36.000 | 36.000 | 780.00 | 28,080.00 | |||
| 1730 | FUSED CONNECTOR KIT | 04780 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1740 | CONDUIT-50 MM | 04795M | M | 230.00 | 0.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 1750 | MARKER | 04800 | EACH | 33.00 | 33.000 | 33.000 | 33.000 | 55.00 | 1,815.00 | |||
| 1760 | JUNCTION BOX TYPE B | 04811 | EACH | 15.00 | 0.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1770 | TRENCHING AND BACKFILLING | 04820M | M | 2,140.00 | 2,140.000 | 2,326.050 | 2,326.050 | 11.50 | 26,749.57 | |||
| 1780 | CABLE-NO. 8/3C DUCTED | 04860M | M | 110.00 | 110.000 | 131.700 | 131.700 | 7.50 | 987.75 | |||
| 1790 | CABLE-NO. 6/3C DUCTED | 04861M | M | 600.00 | 600.000 | 576.000 | 576.000 | 8.50 | 4,896.00 | |||
| 1800 | CABLE-NO. 4/3C DUCTED | 04862M | M | 2,480.00 | 2,480.000 | 2,543.300 | 2,543.300 | 10.50 | 26,704.65 | |||
| 1810 | CABLE-NO. 2/3C DUCTED | 04863M | M | 1,730.00 | 1,730.000 | 1,713.900 | 1,713.900 | 13.00 | 22,280.70 | |||
| 1820 | POLE 10.7 M WOODEN | 04871M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
| 1830 | ELECTRICAL SERVICE | 04899 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 1840 | REMOVE POLE BASE | 04941 | EACH | 18.00 | 18.000 | 20.000 | 20.000 | 175.00 | 3,500.00 | |||
| 1850 | REMOVE LIGHTING | 20678ND | EACH | 18.00 | 18.000 | 20.000 | 20.000 | 175.00 | 3,500.00 | |||
| 8014 | CONDUIT-88 MM | 04798M | M | 0.00 | 470.000 | 409.910 | 409.910 | 145.29 | 59,555.82 | |||
| 8015 | JUNCTION BOX TYPE C | 20392MS835 | EACH | 0.00 | 15.000 | 17.000 | 17.000 | 907.50 | 15,427.50 | |||
| 8016 | EW~ Circuit Breaker | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 291.45 | 291.45 | |||
| Project | DE04100750527 | Fed/State Project Number | IM-NH 75-7(124) | Category | 0007 LANDSCAPING | |||||||
| 1860 | CHANNEL LINING CLASS II | 02483M | MTON | 549.30 | 549.300 | 1,001.370 | 1,001.370 | 37.25 | 37,301.03 | |||
| 1870 | CHANNEL LINING CLASS III | 02484M | MTON | 775.20 | 775.200 | 1,892.840 | 1,892.840 | 40.65 | 76,943.94 | |||
| 1880 | ROUGH LEAF DOGWOOD SHRUB | 20438MS724 | EACH | 537.00 | 537.000 | 537.000 | 537.000 | 22.00 | 11,814.00 | |||
| 1890 | CHINQUAPIN OAK TREE | 20439MS724 | EACH | 537.00 | 537.000 | 537.000 | 537.000 | 22.00 | 11,814.00 | |||
| 1900 | WHITE ASH TREE | 20440MS724 | EACH | 179.00 | 179.000 | 179.000 | 179.000 | 22.00 | 3,938.00 | |||
| 1910 | SILVER MAPLE | 20441MS724 | EACH | 358.00 | 358.000 | 358.000 | 358.000 | 22.00 | 7,876.00 | |||
| 1920 | SANDBAR WILLOW | 20442MS724 | EACH | 1,432.00 | 1,432.000 | 1,432.000 | 1,432.000 | 9.00 | 12,888.00 | |||
| 1930 | MITIGATION SEEDING | 20534MD | SQ M | 10,969.00 | 10,969.000 | 11,174.820 | 11,174.820 | 0.54 | 6,034.40 | |||
| 1940 | EROSION CONTROL BLANKET(BRISTLE FIBER) | 20679MS212 | SQ M | 10,969.00 | 10,969.000 | 11,174.820 | 11,174.820 | 2.08 | 23,243.62 | |||
| 1950 | POOL EXCAVATION | 20680MD | CU M | 228.00 | 228.000 | 228.000 | 228.000 | 17.00 | 3,876.00 | |||
| 1960 | HACKBERRY TREE | 20682NS724 | EACH | 358.00 | 358.000 | 358.000 | 358.000 | 22.00 | 7,876.00 | |||
| 1970 | SYCAMORE TREE | 20683NS724 | EACH | 537.00 | 537.000 | 537.000 | 537.000 | 22.00 | 11,814.00 | |||
| 1980 | AMERICAN ELM TREE | 20684NS724 | EACH | 179.00 | 179.000 | 179.000 | 179.000 | 22.00 | 3,938.00 | |||
| 1990 | AMERICAN PLUM SHRUB | 20685NS724 | EACH | 358.00 | 358.000 | 358.000 | 358.000 | 22.00 | 7,876.00 | |||
| 2000 | DWARF HACKBERRY SHRUB | 20686NS724 | EACH | 358.00 | 358.000 | 358.000 | 358.000 | 22.00 | 7,876.00 | |||
| 2010 | FRAGRANT SUMAC SHRUB | 20687NS724 | EACH | 179.00 | 179.000 | 179.000 | 179.000 | 22.00 | 3,938.00 | |||
| 2020 | MAPLE LEAF VIBURNUM SHRUB | 20688NS724 | EACH | 358.00 | 358.000 | 358.000 | 358.000 | 22.00 | 7,876.00 | |||
| Project | DE04100750527 | Fed/State Project Number | IM-NH 75-7(124) | Category | 0008 SEWER | |||||||
| 2030 | STEEL ENCASEMENT PIPE-300 MM BORE AND JACK | 01069M | M | 70.00 | 70.000 | 70.002 | 70.002 | 852.00 | 59,641.70 | |||
| 2040 | STEEL ENCASEMENT PIPE-300 MM OPEN CUT | 01069M | M | 56.56 | 56.560 | 17.836 | 17.836 | 400.00 | 7,134.40 | |||
| 2050 | CONCRETE CAP | 02556M | CU M | 4.00 | 4.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 2060 | PVC PIPE-150 MM | 03385M | M | 301.84 | 386.100 | 386.100 | 386.100 | 135.00 | 52,123.50 | |||
| 2070 | GATE VALVE-150 MM | 03526M | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
| 2080 | BEND 90 DEG 150 MM | 03560M | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
| 2090 | CONNECT TO WATER MAIN | 20081MC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 2100 | ASBESTOS CEMENT PIPE REMOVAL | 20689MD | M | 20.00 | 20.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 2110 | LINE MARKER | 20691ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 75.00 | 150.00 | |||
| 2120 | MJ SLEEVE 150MM | 20766ND | EACH | 2.00 | 4.000 | 4.000 | 4.000 | 400.00 | 1,600.00 | |||
| 8021 | TEE AND BLOCK 6 IN X 6 IN | 21052ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 424.00 | 424.00 | |||
| 8022 | PLUG AND BLOCK-150MM | 22633NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 318.00 | 318.00 | |||
| 8023 | BEND 45 DEG 150 MM | 03554M | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 424.00 | 424.00 | |||
| 8024 | BEND 22.50 DEG 150 MM | 03545M | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 424.00 | 424.00 | |||
| Project | DE04100750527 | Fed/State Project Number | IM-NH 75-7(124) | Category | 0009 SEWER | |||||||
| 2130 | LINE MARKER | 20691ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 75.00 | 150.00 | |||
| 2140 | STEEL ENCASEMENT PIPE-1050MM BORE AND JACK | 20692MD | M | 150.00 | 150.000 | 150.000 | 150.000 | 1,636.90 | 245,535.00 | |||
| 2150 | STEEL ENCASEMENT PIPE-1050MM OPEN CUT | 20692MD | M | 105.60 | 105.600 | 105.640 | 105.640 | 353.62 | 37,356.41 | |||
| 2160 | STEEL END CAP-1050MM | 20693ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| Project | DE04100750527 | Fed/State Project Number | IM-NH 75-7(124) | Category | 0010 DEMOBILIZATION | |||||||
| 2170 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000,000.00 | 1,000,000.00 | |||
| 2180 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 340,000.00 | 323,000.00 | |||
| Project | DE04100750527 | Fed/State Project Number | IM-NH 75-7(124) | Category | 0011 SIGNING | |||||||
| 2190 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 153.00 | 153.000 | 45.720 | 45.720 | 44.25 | 2,023.11 | |||
| 2200 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,450.00 | 0.00 | |||
| 2210 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
| 2220 | STEEL POST TYPE 2 | 06411M | M | 132.00 | 132.000 | 215.810 | 215.810 | 16.95 | 3,657.97 | |||
| 2230 | STEEL POST MILE MARKERS | 06412 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 83.00 | 664.00 | |||
| 2240 | GMSS GALV STEEL TYPE B | 06440M | KG | 6,530.00 | 0.000 | 0.000 | 0.000 | 3.79 | 0.00 | |||
| 2250 | OSS ALUMINUM 25.9 M TRUSS | 06443M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 48,075.00 | 48,075.00 | |||
| 2260 | REM OVERHEAD SIGN SUPPORT STR | 06449 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
| 2270 | REM OVERHEAD STRUC CONC BASE | 06450 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 2280 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 2.00 | 2.000 | 25.000 | 25.000 | 225.00 | 5,625.00 | |||
| 2290 | CLASS A CONCRETE FOR SIGNS | 06490M | CU M | 52.00 | 72.240 | 72.240 | 72.240 | 418.15 | 30,207.15 | |||
| 2300 | STEEL REINFORCEMENT FOR SIGNS | 06491M | KG | 517.00 | 2,416.490 | 2,416.490 | 2,416.490 | 1.89 | 4,567.16 | |||
| 2310 | ROADWAY CROSS SECTION | 20681ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 8025 | GMSS GALV STEEL TYPE C | 20996MD | KG | 0.00 | 7,434.810 | 7,434.810 | 7,434.810 | 11.81 | 87,805.10 | |||
| Project | DE04100750527 | Fed/State Project Number | IM-NH 75-7(124) | Category | 0012 TRAFFIC LOOPS | |||||||
| 2320 | CONDUIT-31 MM | 04793M | M | 30.00 | 30.000 | 50.910 | 50.910 | 20.00 | 1,018.20 | |||
| 2330 | CONDUIT-50 MM | 04795M | M | 66.00 | 66.000 | 118.520 | 118.520 | 22.00 | 2,607.44 | |||
| 2340 | TRENCHING AND BACKFILLING | 04820M | M | 142.00 | 142.000 | 131.940 | 131.940 | 15.00 | 1,979.10 | |||
| 2350 | PIEZOELECTRIC SENSOR | 04829 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 2,400.00 | 57,600.00 | |||
| 2360 | LOOP WIRE | 04830M | M | 1,920.00 | 1,920.000 | 2,168.810 | 2,168.810 | 1.00 | 2,168.81 | |||
| 2370 | CABLE-NO. 14/1 PAIR | 04850M | M | 432.00 | 432.000 | 1,079.180 | 1,079.180 | 3.50 | 3,777.13 | |||
| 2380 | LOOP SAW SLOT AND FILL | 04895M | M | 570.00 | 570.000 | 513.690 | 513.690 | 37.00 | 19,006.53 | |||
| 2390 | JUNCTION BOX TYPE A | 20391MS835 | EACH | 12.00 | 12.000 | 9.000 | 9.000 | 250.00 | 2,250.00 | |||
| 2400 | INSTALL PAD MOUNT ENCLOSURE | 20611NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 2410 | GALV STEEL CABINET | 20612NC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 2420 | WOOD POST | 20613NS818 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 100.00 | 800.00 | |||
| Project | DE04100750527 | Fed/State Project Number | IM-NH 75-7(124) | Category | 0013 SIGNING-AA1 | |||||||
| 2430 | SBM ALUMINUM PANEL SIGNS | 06405M | SQ M | 236.00 | 301.870 | 282.530 | 282.530 | 141.15 | 39,879.10 | |||
| 2440 | SBM ALUM SHEET SIGNS 2 MM | 06406M | SQ M | 1.00 | 1.000 | 0.580 | 0.580 | 76.50 | 44.37 | |||
| 2450 | SBM ALUM SHEET SIGNS 3 MM | 06407M | SQ M | 29.00 | 29.000 | 21.190 | 21.190 | 113.35 | 2,401.88 | |||
| Project | DE04100750527 | Fed/State Project Number | IM-NH 75-7(124) | Category | 0014 SIGNING-AA2 | |||||||
| Project | DE04100750527 | Fed/State Project Number | IM-NH 75-7(124) | Category | 0015 TRAINEES | |||||||
| 2480 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER | 02742 | HOUR | 1,000.00 | 1,000.000 | 560.000 | 560.000 | 1.00 | 560.00 | |||
| Project | DE04100750527 | Fed/State Project Number | IM-NH 75-7(124) | Category | 0016 NON PARTICIPATING FEDERAL FUNDS | |||||||
| 8008 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | DOLL | 0.00 | 202,516.660 | 202,516.660 | 202,516.660 | 1.00 | 202,516.66 | |||
| 8009 | ASPHALT ADJUSTMENT NON PARTICIPATING | 10030NS | DOLL | 0.00 | 62,517.170 | 62,517.170 | 62,517.170 | 1.00 | 62,517.17 | |||
| Project | DE04100750527 | Fed/State Project Number | IM-NH 75-7(124) | Category | 0017 NON PARTICIPATING FEDERAL FUNDS FY09 | |||||||
| 8026 | ASPHALT ADJUSTMENT NON PARTICIPATING FY09 | 10030NS | DOLL | 0.00 | 17,173.480 | 17,173.480 | 17,173.480 | 1.00 | 17,173.48 | |||
| 8027 | FUEL ADJUSTMENT NON PARTICIPATING FY09 | 10020NS | DOLL | 0.00 | 20,868.280 | 20,868.280 | 20,868.280 | 1.00 | 20,868.28 | |||
| Project | DE04100750527 | Fed/State Project Number | IM-NH 75-7(124) | Category | 0018 NON PARTICIPATING FEDERAL ADDED 12/16/10 | |||||||
| 8028 | COST PLUS WORK BRIDGE END COMPACTION | 10080NSD | DOLL | 0.00 | 15,891.610 | 15,891.610 | 15,891.610 | 1.00 | 15,891.61 | |||
| Project | DE04100750527 | Fed/State Project Number | IM-NH 75-7(124) | Category | 0019 NON PARTICIPATING FEDERAL ADDED 7/9/13 | |||||||
| 9008 | FUEL ADJUSTMENT NON PARTICIPATING CO7 | 10020NS | DOLL | 0.00 | 34,350.590 | 34,350.590 | 0.000 | 34,350.590 | 1.00 | 34,350.59 | 34,350.59 | |
| 9009 | ASPHALT ADJUSTMENT NON PARTICIPATION CO 7 | 10030NS | DOLL | 0.00 | 89,895.570 | 89,895.570 | 0.000 | 89,895.570 | 1.00 | 89,895.57 | 89,895.57 | |
| SUBTOT | $124,246.16 |
$24,983,978.55 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1780-1-0I |
Cable - No. 8/3C Ducted | M |
110.00 | 0020 | $3.740000 | $390.83 | ||||||
1790-1-0I |
Cable - No. 6/3C Ducted | M |
600.00 | 0020 | $4.540000 | $2,587.80 | ||||||
1800-1-0I |
Cable - No. 4/3C Ducted | M |
2,480.00 | 0020 | $6.300000 | $14,842.80 | ||||||
1810-1-0I |
Cable - No. 2/3C Ducted | M |
1,730.00 | 0020 | $8.750000 | $14,380.63 | ||||||
1680-1-0I |
Pole 36.6 Mtg Ht High Mast | EACH |
9.00 | 0028 | $15808.681000 | $135,164.21 | ||||||
1720-1-0I |
HPS Luminaire High Mast | EACH |
36.00 | 0028 | $556.500000 | $19,032.30 | ||||||
1680-1-0A |
Pole 36.6 Mtg Ht High Mast | EACH |
9.00 | 0052 | $15808.681000 | $-135,164.21 | ||||||
1720-1-0A |
HPS Luminaire High Mast | EACH |
36.00 | 0052 | $556.500000 | $-19,032.30 | ||||||
1790-1-0A |
Cable - No. 6/3C Ducted | M |
275.50 | 0052 | $4.540000 | $-1,188.23 | ||||||
1800-1-0A |
Cable - No. 4/3C Ducted | M |
1,254.00 | 0052 | $6.300000 | $-7,505.19 | ||||||
1780-1-0A |
Cable - No. 8/3C Ducted | M |
110.00 | 0053 | $3.740000 | $-390.83 | ||||||
1790-1-0A |
Cable - No. 6/3C Ducted | M |
300.50 | 0053 | $4.540000 | $-1,296.06 | ||||||
1800-1-0A |
Cable - No. 4/3C Ducted | M |
1,226.00 | 0053 | $6.300000 | $-7,337.61 | ||||||
1810-1-0A |
Cable - No. 2/3C Ducted | M |
1,713.90 | 0053 | $8.750000 | $-14,246.80 | ||||||
1790-10C |
Cable - No. 6/3C Ducted | M |
0.00 | 0055 | $4.313000 | $-103.51 | ||||||
1810-10C |
Cable - No. 2/3C Ducted | M |
0.00 | 0055 | $8.312503 | $-133.83 | ||||||
| SUBTOT | $0.00 |
|||||||||||