|
ContID 051127 EST NO 0061 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 051127 | Estimate Number | 0061 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06311) Pennington, Scott D., P.E. | ||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | MARS ADDR SN 1 | |||||
| AND SUBSIDIARY | |||||||
| 1075 EATON DR | |||||||
| COVINGTON , KY , 41017-9655 | |||||||
| Pay Period | 12/14/2007 TO 12/27/2007 | ||||||
| Date Approved | 01/03/2008 | ||||||
| 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 | |||||
| Date Awarded | 06/30/2005 | Date Work Began | 07/18/2005 | ||||
| Date Contract Executed | 07/13/2005 | Open To Traffic | |||||
| Date NTP Issued | 07/14/2005 | Actual Completion Date | |||||
| Current Contract Amount | $24,152,423.37 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $22,489,980.32 |
Total Earnings | $24,073,186.32 |
$24,024,711.32 |
$48,475.00 |
|
| Percent Complete | 100 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $996.17 |
Gross Earnings | $24,073,186.32 |
$24,024,711.32 |
$0.00 |
|
| Total Change Orders | $1,662,443.05 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $24,151,427.20 |
$24,082,877.04 |
68,550.16 |
|||
| Contract Id | 051127 | Change Order Summary |
County | GRANT | ||||||
| Estimate Nbr | 0061 | Project Number | IM-NH 75-7(124) | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | Period | 12/14/2007 TO 12/27/2007 | |||||||
| 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 | |||||
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 |
||
| Contract Id | 051127 | COMMONWEALTH OF KENTUCKY |
County | GRANT | ||||||
| Contract Type | ASRH ASPHALT REHAB INTERSTATE/PARKWAY | TRANSPORTATION CABINET |
Primary Project Number | DE04100750527 | ||||||
| Estimate Nbr | 0061 | Period | 12/14/2007 TO 12/27/2007 | |||||||
| 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 | 91,982.000 | 114,046.580 | 114,046.580 | 14.00 | 1,596,652.12 | ||
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | MTON | 91,050.00 | 91,050.000 | 78,301.180 | 78,301.180 | 28.30 | 2,215,923.39 | ||
| 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 | 900.340 | 900.340 | 68.66 | 61,817.34 | ||
| 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 | 37.704 | 37.704 | 313.91 | 11,835.66 | ||
| 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 | 14,580.850 | 14,580.850 | 49.70 | 724,668.24 | ||
| 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 | 50.900 | 50.900 | 209.25 | 10,650.82 | ||
| 0180 | CULVERT PIPE-600 MM | 00464M | M | 50.70 | 50.700 | 44.680 | 44.680 | 377.25 | 16,855.53 | ||
| 0190 | CULVERT PIPE-750 MM | 00466M | M | 26.30 | 26.300 | 39.300 | 39.300 | 222.50 | 8,744.25 | ||
| 0200 | CULVERT PIPE-900 MM | 00468M | M | 71.50 | 71.500 | 78.320 | 78.320 | 265.25 | 20,774.38 | ||
| 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 | 277.670 | 277.670 | 141.00 | 39,151.47 | ||
| 0240 | STORM SEWER PIPE-600 MM | 00524M | M | 223.00 | 223.000 | 237.060 | 237.060 | 162.50 | 38,522.25 | ||
| 0250 | STORM SEWER PIPE-750 MM | 00526M | M | 13.00 | 13.000 | 13.000 | 13.000 | 189.00 | 2,457.00 | ||
| 0260 | STORM SEWER PIPE-900 MM | 00528M | M | 27.90 | 27.900 | 27.898 | 27.898 | 259.50 | 7,239.53 | ||
| 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 | 0.900 | 0.900 | 14,000.00 | 12,600.00 | ||
| 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 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | ||
| 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 | 1.000 | 1.000 | 1,650.00 | 1,650.00 | ||
| 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 | 473,115.000 | 473,115.000 | 473,115.000 | 4.55 | 2,152,673.25 | ||
| 0710 | GRANULAR EMBANKMENT | 02223M | CU M | 18,319.00 | 18,319.000 | 28,967.890 | 28,967.890 | 37.00 | 1,071,811.93 | ||
| 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 | 10,135.000 | 4,553.700 | 4,553.700 | 13.67 | 62,249.07 | ||
| 0740 | REMOVE FENCE | 02265M | M | 10,029.00 | 10,029.000 | 10,029.000 | 10,029.000 | 4.87 | 48,841.23 | ||
| 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 | 9.000 | 9.000 | 2,450.00 | 22,050.00 | ||
| 0790 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 5.00 | 5.000 | 7.000 | 7.000 | 425.00 | 2,975.00 | ||
| 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 | 0.000 | 0.000 | 70.50 | 0.00 | ||
| 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 | 34.130 | 34.130 | 389.48 | 13,292.95 | ||
| 0860 | FABRIC-GEOTEXTILE TYPE III | 02598M | SQ M | 6,000.00 | 6,000.000 | 0.000 | 0.000 | 1.40 | 0.00 | ||