|
Report_Id: 051221 Est NO 0070 |
Date:02/03/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 051221 | Estimate Number | 0070 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06340) Pennington, Scott D., P.E. | ||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | ADDR SN 1 VC Code VC0000095238 | |||||
| 3570 FEELEY RD | |||||||
| BURLINGTON , KY , 41005 | |||||||
| Pay Period | 10/22/2010 TO 01/27/2011 | ||||||
| Date Approved | 02/03/2011 | ||||||
| Primary Proj Number | DE00810170521 | ||||||
| Project No. | FD04 008 1017 000-002 | ||||||
| Primary County | BOONE | ||||||
| Name of Road | TURFWAY ROAD (KY 1017) | ||||||
| Description | Widen Turfway Road with Grade, Drain and Asphalt Surface From US 25 to KY 717 near Turfway Park | ||||||
| Date Let | 06/17/2005 | Formal Acceptance | 11/12/2009 | ||||
| Date Awarded | 06/30/2005 | Date Work Began | 07/27/2005 | ||||
| Date Contract Executed | 07/15/2005 | Open To Traffic | 04/16/2008 | ||||
| Date NTP Issued | 07/15/2005 | Actual Completion Date | 04/16/2008 | ||||
| Current Contract Amount | $11,985,680.47 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $10,681,405.79 |
Total Earnings | $11,953,485.90 |
$11,908,877.81 |
$44,608.09 |
|
| Percent Complete | 99.73 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $32,264.80 |
Gross Earnings | $11,953,485.90 |
$11,908,877.81 |
$44,608.09 |
|
| Total Change Orders | $1,304,274.68 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $11,953,415.67 |
$11,908,807.58 |
$44,608.09 |
|||
| Contract Id | 051221 | Change Order Summary |
County | BOONE | ||||||
| Estimate Nbr | 0070 | Project Number | FD04 008 1017 000-002 | |||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | Period | 10/22/2010 TO 01/27/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | 10" JPC, ARTIMIS relocation, Pipe Repair | Approved | 11/03/2005 | $81,518.39 | 3.0 | |||||
| 002 | Roadway Lighting Modication, Reconstruct Manhole, Soil Wall | Approved | 02/07/2006 | $99,415.47 | 3.0 | |||||
| 003 | Quality Control Additional Compensation | Approved | 05/17/2006 | $7,512.75 | 1.0 | |||||
| 004 | Pavement Markers, Traffic Control, Asphalt, Signals | Approved | 11/08/2006 | $114,309.56 | 4.0 | |||||
| 005 | Striping, Erosion Control, Pavement, Utilities | Approved | 03/14/2007 | $222,648.77 | 6.0 | |||||
| 006 | Fuel and Asphalt Adjustments | Approved | 05/04/2007 | $310,171.84 | 0.0 | |||||
| 007 | Traffic Control, Lot Pay, Ty 7 ET, Utilities, Storm Sewer | Approved | 08/24/2007 | $81,220.75 | 3.0 | |||||
| 008 | Storm Sewer, Guardrail, Embankment, Remover Pavement | Approved | 04/28/2008 | $105,045.75 | 11.0 | |||||
| 009 | Fuel and Asphalt Adjustments | Approved | 05/02/2008 | $96,132.83 | 0.0 | |||||
| 010 | Sinkhole, Class B Walls, Drainage, Lot Pays | Approved | 10/30/2008 | $80,249.59 | 12.0 | |||||
| 011 | CL3 Ashpalt Base 0.75D PG64-22 | Approved | 09/29/2010 | $85,664.83 | 3.0 | |||||
| 012 | Various Cost Plus Items | Approved | 01/24/2011 | $20,384.15 | 2.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| OTHER | 0042 |
$-1,000.00 |
| OTHER | 0053 |
$1,000.00 |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| DE00810170521 | 0010 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0013 | 0.00 |
$0.00 |
$198.21 |
||
| DE00810170521 | 0020 | CRUSHED AGGREGATE SIZE NO 2 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0013 | 0.00 |
$0.00 |
$1.15 |
||
| DE00810170521 | 0650 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0013 | 0.00 |
$0.00 |
$1,666.75 |
||
| DE00810170521 | 0010 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0026 | 0.00 |
$0.00 |
$1,799.85 |
||
| DE00810170521 | 0020 | CRUSHED AGGREGATE SIZE NO 2 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0026 | 0.00 |
$0.00 |
$1,159.49 |
||
| DE00810170521 | 0050 | CL1 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0026 | 0.00 |
$0.00 |
$221.27 |
||
| DE00810170521 | 0600 | JPC PAVEMENT-6 INCH SHLD | FUEL OR ASPHALT PRICE ADJUSTMENT | 0026 | 0.00 |
$0.00 |
$35.76 |
||
| DE00810170521 | 0610 | JPC PAVEMENT-8 INCH | FUEL OR ASPHALT PRICE ADJUSTMENT | 0026 | 0.00 |
$0.00 |
$57.54 |
||
| DE00810170521 | 0650 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0026 | 0.00 |
$0.00 |
$1,687.80 |
||
| DE00810170521 | 8000 | JPC PAVEMENT-10 INCH | FUEL OR ASPHALT PRICE ADJUSTMENT | 0026 | 0.00 |
$0.00 |
$205.15 |
||
| DE00810170521 | 0010 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0031 | 0.00 |
$0.00 |
$3,420.96 |
||
| DE00810170521 | 0020 | CRUSHED AGGREGATE SIZE NO 2 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0031 | 0.00 |
$0.00 |
$3,206.22 |
||
| DE00810170521 | 0030 | LEVELING & WEDGING PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0031 | 0.00 |
$0.00 |
$1,787.99 |
||
| DE00810170521 | 0030 | LEVELING & WEDGING PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0031 | 0.00 |
$0.00 |
$10,105.02 |
||
| DE00810170521 | 0050 | CL1 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0031 | 0.00 |
$0.00 |
$12,836.77 |
||
| DE00810170521 | 0050 | CL1 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0031 | 0.00 |
$0.00 |
$2,185.36 |
||
| DE00810170521 | 0060 | CL3 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0031 | 0.00 |
$0.00 |
$72,718.63 |
||
| DE00810170521 | 0060 | CL3 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0031 | 0.00 |
$0.00 |
$5,503.95 |
||
| DE00810170521 | 0070 | CL3 ASPH BASE 0.75D PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0031 | 0.00 |
$0.00 |
$64,737.76 |
||
| DE00810170521 | 0070 | CL3 ASPH BASE 0.75D PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0031 | 0.00 |
$0.00 |
$6,739.05 |
||
| DE00810170521 | 0600 | JPC PAVEMENT-6 INCH SHLD | FUEL OR ASPHALT PRICE ADJUSTMENT | 0031 | 0.00 |
$0.00 |
$45.58 |
||
| DE00810170521 | 0610 | JPC PAVEMENT-8 INCH | FUEL OR ASPHALT PRICE ADJUSTMENT | 0031 | 0.00 |
$0.00 |
$61.91 |
||
| DE00810170521 | 0650 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0031 | 0.00 |
$0.00 |
$3,961.15 |
||
| DE00810170521 | 8000 | JPC PAVEMENT-10 INCH | FUEL OR ASPHALT PRICE ADJUSTMENT | 0031 | 0.00 |
$0.00 |
$279.00 |
||
| DE00810170521 | 0010 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0033 | 0.00 |
$0.00 |
$162.99 |
||
| DE00810170521 | 0020 | CRUSHED AGGREGATE SIZE NO 2 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0033 | 0.00 |
$0.00 |
$222.91 |
||
| DE00810170521 | 0060 | CL3 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0033 | 0.00 |
$0.00 |
$19,952.18 |
||
| DE00810170521 | 0060 | CL3 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0033 | 0.00 |
$0.00 |
$1,451.56 |
||
| DE00810170521 | 0070 | CL3 ASPH BASE 0.75D PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0033 | 0.00 |
$0.00 |
$49,389.90 |
||
| DE00810170521 | 0070 | CL3 ASPH BASE 0.75D PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0033 | 0.00 |
$0.00 |
$1,154.80 |
||
| DE00810170521 | 0600 | JPC PAVEMENT-6 INCH SHLD | FUEL OR ASPHALT PRICE ADJUSTMENT | 0033 | 0.00 |
$0.00 |
$2.90 |
||
| DE00810170521 | 0650 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0033 | 0.00 |
$0.00 |
$228.33 |
||
| DE00810170521 | 8000 | JPC PAVEMENT-10 INCH | FUEL OR ASPHALT PRICE ADJUSTMENT | 0033 | 0.00 |
$0.00 |
$0.06 |
||
| DE00810170521 | 0040 | LEVELING & WEDGING PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0034 | 0.00 |
$0.00 |
$3,599.20 |
||
| DE00810170521 | 0050 | CL1 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0034 | 0.00 |
$0.00 |
$600.75 |
||
| DE00810170521 | 0060 | CL3 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0034 | 0.00 |
$0.00 |
$6,152.12 |
||
| DE00810170521 | 0070 | CL3 ASPH BASE 0.75D PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0034 | 0.00 |
$0.00 |
$24,177.31 |
||
| DE00810170521 | 0010 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-198.21 |
||
| DE00810170521 | 0010 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-1,799.85 |
||
| DE00810170521 | 0010 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-3,420.96 |
||
| DE00810170521 | 0010 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-162.99 |
||
| DE00810170521 | 0020 | CRUSHED AGGREGATE SIZE NO 2 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-1.15 |
||
| DE00810170521 | 0020 | CRUSHED AGGREGATE SIZE NO 2 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-1,159.49 |
||
| DE00810170521 | 0020 | CRUSHED AGGREGATE SIZE NO 2 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-3,206.22 |
||
| DE00810170521 | 0020 | CRUSHED AGGREGATE SIZE NO 2 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-222.91 |
||
| DE00810170521 | 0030 | LEVELING & WEDGING PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-10,105.02 |
||
| DE00810170521 | 0030 | LEVELING & WEDGING PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-1,787.99 |
||
| DE00810170521 | 0040 | LEVELING & WEDGING PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-3,599.20 |
||
| DE00810170521 | 0050 | CL1 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-221.27 |
||
| DE00810170521 | 0050 | CL1 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-12,836.77 |
||
| DE00810170521 | 0050 | CL1 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-2,185.36 |
||
| DE00810170521 | 0050 | CL1 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-600.75 |
||
| DE00810170521 | 0060 | CL3 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-72,718.63 |
||
| DE00810170521 | 0060 | CL3 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-5,503.95 |
||
| DE00810170521 | 0060 | CL3 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-19,952.18 |
||
| DE00810170521 | 0060 | CL3 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-1,451.56 |
||
| DE00810170521 | 0060 | CL3 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-6,152.12 |
||
| DE00810170521 | 0070 | CL3 ASPH BASE 0.75D PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-64,737.76 |
||
| DE00810170521 | 0070 | CL3 ASPH BASE 0.75D PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-6,739.05 |
||
| DE00810170521 | 0070 | CL3 ASPH BASE 0.75D PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-49,389.90 |
||
| DE00810170521 | 0070 | CL3 ASPH BASE 0.75D PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-1,154.80 |
||
| DE00810170521 | 0070 | CL3 ASPH BASE 0.75D PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-24,177.31 |
||
| DE00810170521 | 0600 | JPC PAVEMENT-6 INCH SHLD | ASPHALT LOT PAY ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-35.76 |
||
| DE00810170521 | 0600 | JPC PAVEMENT-6 INCH SHLD | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-45.58 |
||
| DE00810170521 | 0600 | JPC PAVEMENT-6 INCH SHLD | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-2.90 |
||
| DE00810170521 | 0610 | JPC PAVEMENT-8 INCH | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-57.54 |
||
| DE00810170521 | 0610 | JPC PAVEMENT-8 INCH | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-61.91 |
||
| DE00810170521 | 0650 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-3,961.15 |
||
| DE00810170521 | 0650 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-1,666.75 |
||
| DE00810170521 | 0650 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-1,687.80 |
||
| DE00810170521 | 0650 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-228.33 |
||
| DE00810170521 | 8000 | JPC PAVEMENT-10 INCH | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-205.15 |
||
| DE00810170521 | 8000 | JPC PAVEMENT-10 INCH | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-279.00 |
||
| DE00810170521 | 8000 | JPC PAVEMENT-10 INCH | FUEL OR ASPHALT PRICE ADJUSTMENT | 0042 | 0.00 |
$0.00 |
$-0.06 |
||
| DE00810170521 | 0810 | FABRIC-GEOTEXTILE TYPE IV | FABRIC - GEOTEXTILE | 0051 | 0.00 |
$0.00 |
$-70.23 |
||
| Contract Id | 051221 | COMMONWEALTH OF KENTUCKY |
County | BOONE | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE00810170521 | ||||||
| Estimate Nbr | 0070 | Period | 10/22/2010 TO 01/27/2011 | |||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | |||||||||
| Project | DE00810170521 | Fed/State Project Number | FD04 008 1017 000-002 | Category | 0001 ROADWAY | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0010 | CRUSHED STONE BASE | 00003 | TON | 34,925.00 | 35,034.000 | 31,795.550 | 31,795.550 | 11.50 | 365,648.82 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 24,861.00 | 24,861.000 | 30,793.040 | 30,793.040 | 19.00 | 585,067.76 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 3,085.00 | 3,085.000 | 1,465.630 | 1,465.630 | 30.13 | 44,159.43 | |||
| 0040 | LEVELING & WEDGING PG76-22 | 00194 | TON | 7,222.00 | 7,222.000 | 425.180 | 425.180 | 30.76 | 13,078.53 | |||
| 0050 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | TON | 916.00 | 1,011.000 | 2,328.470 | 2,328.470 | 33.57 | 78,166.73 | |||
| 0060 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | TON | 10,704.00 | 13,361.010 | 13,137.660 | 13,137.660 | 35.20 | 462,445.63 | |||
| 0070 | CL3 ASPH BASE 0.75D PG76-22 | 00225 | TON | 11,711.00 | 13,323.000 | 19,807.620 | 19,807.620 | 36.59 | 724,760.81 | |||
| 0080 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | TON | 573.00 | 602.000 | 781.920 | 781.920 | 39.17 | 30,627.80 | |||
| 0090 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | TON | 7,749.00 | 7,749.000 | 8,928.270 | 8,928.270 | 43.39 | 387,397.63 | |||
| 0100 | ENTRANCE PIPE-15 INCH | 00440 | LF | 103.00 | 103.000 | 103.000 | 103.000 | 36.00 | 3,708.00 | |||
| 0110 | STORM SEWER PIPE-12 INCH | 00520 | LF | 324.00 | 324.000 | 405.580 | 405.580 | 30.00 | 12,167.40 | |||
| 0120 | STORM SEWER PIPE-15 INCH | 00521 | LF | 4,415.00 | 4,415.000 | 4,552.830 | 4,552.830 | 27.00 | 122,926.41 | |||
| 0130 | STORM SEWER PIPE-18 INCH | 00522 | LF | 5,616.00 | 5,616.000 | 5,725.000 | 5,725.000 | 31.00 | 177,475.00 | |||
| 0140 | STORM SEWER PIPE-24 INCH | 00524 | LF | 1,985.00 | 1,985.000 | 1,933.500 | 1,933.500 | 44.00 | 85,074.00 | |||
| 0150 | STORM SEWER PIPE-27 INCH | 00525 | LF | 72.00 | 72.000 | 69.000 | 69.000 | 52.00 | 3,588.00 | |||
| 0160 | STORM SEWER PIPE-30 INCH | 00526 | LF | 816.00 | 816.000 | 796.170 | 796.170 | 53.00 | 42,197.01 | |||
| 0170 | STORM SEWER PIPE-36 INCH | 00528 | LF | 184.00 | 184.000 | 113.670 | 113.670 | 60.00 | 6,820.20 | |||
| 0180 | STORM SEWER PIPE-42 INCH | 00529 | LF | 8.00 | 8.000 | 8.000 | 8.000 | 200.00 | 1,600.00 | |||
| 0190 | STORM SEWER PIPE-54 INCH | 00531 | LF | 48.00 | 48.000 | 48.000 | 48.000 | 207.00 | 9,936.00 | |||
| 0200 | SLOTTED DRAIN PIPE-12 INCH | 00980 | LF | 40.00 | 40.000 | 20.000 | 20.000 | 100.00 | 2,000.00 | |||
| 0210 | SLOTTED DRAIN PIPE-18 INCH | 00982 | LF | 52.00 | 52.000 | 52.000 | 52.000 | 120.00 | 6,240.00 | |||
| 0220 | PERFORATED PIPE-4 INCH | 01000 | LF | 2,093.50 | 2,093.500 | 998.000 | 998.000 | 8.00 | 7,984.00 | |||
| 0230 | PERFORATED PIPE-8 INCH | 01002 | LF | 494.00 | 494.000 | 649.000 | 649.000 | 10.00 | 6,490.00 | |||
| 0240 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 184.50 | 184.500 | 108.000 | 108.000 | 10.00 | 1,080.00 | |||
| 0250 | NON-PERFORATED PIPE-8 INCH | 01012 | LF | 58.00 | 58.000 | 190.000 | 190.000 | 12.00 | 2,280.00 | |||
| 0270 | PERF PIPE HEADWALL TY 3-8 INCH | 01030 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0280 | REMOVE PIPE | 01310 | LF | 522.30 | 522.300 | 118.000 | 118.000 | 8.00 | 944.00 | |||
| 0290 | METAL END SECTION TY 1-15 INCH | 01370 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0300 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 0310 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0320 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,800.00 | 5,400.00 | |||
| 0330 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0340 | CURB BOX INLET TYPE A | 01456 | EACH | 119.00 | 119.000 | 114.500 | 114.500 | 2,500.00 | 286,250.00 | |||
| 0350 | CURB BOX INLET TYPE F | 01487 | EACH | 2.00 | 2.000 | 7.000 | 7.000 | 2,900.00 | 20,300.00 | |||
| 0360 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
| 0370 | DROP BOX INLET TYPE 3 | 01496 | EACH | 3.00 | 3.000 | 1.500 | 1.500 | 1,800.00 | 2,700.00 | |||
| 0380 | DROP BOX INLET TYPE 4 | 01499 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0390 | DROP BOX INLET TYPE 11 | 01544 | EACH | 14.00 | 15.000 | 11.500 | 11.500 | 2,300.00 | 26,450.00 | |||
| 0400 | DROP BOX INLET TYPE 12A | 01550 | LF | 208.64 | 208.640 | 211.600 | 211.600 | 160.00 | 33,856.00 | |||
| 0410 | DROP BOX INLET TYPE 13G | 01559 | EACH | 5.00 | 5.000 | 6.500 | 6.500 | 2,900.00 | 18,850.00 | |||
| 0420 | DROP BOX INLET TYPE 14 | 01577 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0430 | DROP BOX INLET TYPE 15 | 01580 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0440 | CAP DROP BOX INLET | 01584 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 400.00 | 2,000.00 | |||
| 0450 | REMOVE DROP BOX INLET | 01585 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0460 | JUNCTION BOX-30 INCH | 01644 | EACH | 1.00 | 1.000 | 1.500 | 1.500 | 2,500.00 | 3,750.00 | |||
| 0470 | JUNCTION BOX | 01650 | EACH | 13.00 | 13.000 | 15.000 | 15.000 | 1,200.00 | 18,000.00 | |||
| 0480 | FILL AND CAP INLET | 01717 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 0490 | REMOVE INLET | 01718 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0500 | MANHOLE TYPE A | 01756 | EACH | 23.00 | 23.000 | 20.500 | 20.500 | 2,100.00 | 43,050.00 | |||
| 0510 | MANHOLE TYPE C | 01767 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 3,500.00 | 14,000.00 | |||
| 0520 | FILL AND CAP MANHOLE | 01786 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
| 0530 | REMOVE MANHOLE | 01787 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0540 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 10.00 | 10.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0550 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 23,219.00 | 23,219.000 | 23,827.040 | 23,827.040 | 14.00 | 333,578.56 | |||
| 0560 | STANDARD INTEGRAL CURB | 01830 | LF | 1,618.00 | 1,618.000 | 1,265.000 | 1,265.000 | 8.00 | 10,120.00 | |||
| 0570 | STANDARD HEADER CURB | 01875 | LF | 1,461.00 | 1,704.000 | 2,057.500 | 2,057.500 | 16.00 | 32,920.00 | |||
| 0580 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 172.00 | 172.000 | 246.000 | 246.000 | 18.00 | 4,428.00 | |||
| 0590 | ASPHALT WEDGE CURB | 01897 | LF | 74.00 | 244.000 | 0.000 | 0.000 | 11.35 | 0.00 | |||
| 0600 | JPC PAVEMENT-6 INCH SHLD | 02078 | SQYD | 1,070.00 | 1,070.000 | 1,117.670 | 1,117.670 | 30.00 | 33,530.10 | |||
| 0610 | JPC PAVEMENT-8 INCH | 02084 | SQYD | 8,763.00 | 2,775.000 | 2,016.680 | 2,016.680 | 60.00 | 121,000.80 | |||
| 0620 | REMOVE PAVEMENT | 02091 | SQYD | 1,658.00 | 1,658.000 | 3,243.020 | 3,243.020 | 5.00 | 16,215.10 | |||
| 0630 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 2,508.00 | 0.000 | 0.000 | 0.000 | 54.00 | 0.00 | |||
| 0640 | TEMPORARY DITCH | 02159 | LF | 9,900.00 | 9,900.000 | 638.000 | 638.000 | 0.10 | 63.80 | |||
| 0650 | ROADWAY EXCAVATION | 02200 | CUYD | 85,759.00 | 86,428.470 | 86,428.470 | 86,428.470 | 9.00 | 777,856.23 | |||
| 0660 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 1,294.00 | 1,294.000 | 1,589.180 | 1,589.180 | 20.00 | 31,783.60 | |||
| 0670 | WATER | 02242 | MGAL | 3,700.00 | 3,700.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0680 | FENCE-WOVEN WIRE TYPE 2 | 02263 | LF | 2,052.00 | 2,052.000 | 2,134.000 | 2,134.000 | 8.14 | 17,370.76 | |||
| 0690 | REMOVE FENCE | 02265 | LF | 196.00 | 196.000 | 0.000 | 0.000 | 4.04 | 0.00 | |||
| 0700 | SINGLE VEHICULAR WOVEN WIRE GATE | 02288 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 525.00 | 525.00 | |||
| 0710 | R/W MARKER MUNICIPAL TYPE 2 | 02438 | EACH | 79.00 | 79.000 | 79.000 | 79.000 | 84.42 | 6,669.18 | |||
| 0720 | R/W MARKER MUNICIPAL TYPE 1A | 02440 | EACH | 75.00 | 75.000 | 66.000 | 66.000 | 53.45 | 3,527.70 | |||
| 0730 | CHANNEL LINING CLASS II | 02483 | TON | 126.60 | 126.600 | 49.710 | 49.710 | 22.00 | 1,093.62 | |||
| 0740 | CHANNEL LINING CLASS III | 02484 | TON | 127.80 | 127.800 | 151.630 | 151.630 | 24.00 | 3,639.12 | |||
| 0750 | CLEARING AND GRUBBING 37.12 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 294,065.00 | 294,065.00 | |||
| 0760 | CONCRETE-CLASS B | 02555 | CUYD | 1,720.00 | 1,720.000 | 1,187.420 | 1,187.420 | 270.00 | 320,603.40 | |||
| 0770 | SIGNS | 02562 | SQFT | 850.00 | 850.000 | 1,354.310 | 1,354.310 | 24.00 | 32,503.44 | |||
| 0780 | EDGE KEY | 02585 | LF | 1,013.00 | 1,013.000 | 419.000 | 419.000 | 8.10 | 3,393.90 | |||
| 0790 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 237.00 | 237.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0800 | FABRIC-GEOTEXTILE TYPE IV FOR PIPE BEDDING | 02599 | SQYD | 21,980.00 | 21,980.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0810 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 111,410.00 | 111,410.000 | 115,908.510 | 115,908.510 | 1.50 | 173,862.76 | |||
| 0820 | HANDRAIL-TYPE A-1 | 02611 | LF | 2,530.00 | 2,630.170 | 1,762.920 | 1,762.920 | 75.60 | 133,276.75 | |||
| 0830 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.980 | 0.980 | 82,000.00 | 80,360.00 | |||
| 0840 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0850 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,862.44 | 3,862.44 | |||
| 0860 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 1,012.00 | 2,847.590 | 6,757.300 | 6,757.300 | 8.15 | 55,071.99 | |||
| 0870 | SAFELOADING | 02690 | CUYD | 71.00 | 71.000 | 68.000 | 68.000 | 70.00 | 4,760.00 | |||
| 0880 | TEMPORARY SILT FENCE | 02701 | LF | 2,099.00 | 4,099.000 | 4,125.000 | 4,125.000 | 1.42 | 5,857.50 | |||
| 0890 | SILT TRAP TYPE A | 02703 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0900 | SILT TRAP TYPE B | 02704 | EACH | 18.00 | 128.000 | 125.000 | 125.000 | 200.00 | 25,000.00 | |||
| 0910 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 12.00 | 12.000 | 4.000 | 4.000 | 50.00 | 200.00 | |||
| 0920 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 54.00 | 79.000 | 73.000 | 73.000 | 50.00 | 3,650.00 | |||
| 0930 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 2,099.00 | 2,099.000 | 90.000 | 90.000 | 0.25 | 22.50 | |||
| 0940 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 16,047.00 | 16,047.000 | 15,549.459 | 15,549.459 | 28.00 | 435,384.85 | |||
| 0950 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0970 | CRASH CUSHION TYPE VI A | 02885 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 10,154.55 | 30,463.65 | |||
| 0980 | PVC PIPE-4 INCH | 03383 | LF | 72.00 | 72.000 | 70.000 | 70.000 | 10.00 | 700.00 | |||
| 1010 | JUNCTION BOX TYPE B | 04811 | EACH | 3.00 | 3.000 | 2.500 | 2.500 | 3,000.00 | 7,500.00 | |||
| 1060 | EROSION CONTROL BLANKET | 05950 | SQYD | 10,910.00 | 10,910.000 | 1,856.111 | 1,856.111 | 1.21 | 2,245.89 | |||
| 1070 | TEMPORARY MULCH | 05952 | SQYD | 179,660.00 | 179,660.000 | 18,443.208 | 18,443.208 | 0.15 | 2,766.48 | |||
| 1080 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 5,000.00 | 55,000.000 | 53,883.490 | 53,883.490 | 0.23 | 12,393.20 | |||
| 1090 | TOPDRESSING FERTILIZER | 05966 | TON | 1.08 | 1.080 | 3.000 | 3.000 | 530.25 | 1,590.75 | |||
| 1100 | SEEDING AND PROTECTION | 05985 | SQYD | 20,908.00 | 20,908.000 | 19,078.110 | 19,078.110 | 0.32 | 6,104.99 | |||
| 1110 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 5,410.00 | 5,410.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 1120 | SODDING | 05990 | SQYD | 43,211.00 | 43,211.000 | 45,536.432 | 45,536.432 | 2.84 | 129,323.46 | |||
| 1130 | PAVE STRIPING-WB PAINT-6 IN W | 06522 | MILE | 4.85 | 2.870 | 2.169 | 2.169 | 594.30 | 1,289.03 | |||
| 1140 | PAVE STRIPING-WB PAINT-6 IN Y | 06523 | MILE | 5.01 | 2.350 | 1.723 | 1.723 | 594.30 | 1,023.97 | |||
| 1150 | PAVE STRIPING-WB PAINT-12 IN W | 06526 | MILE | 0.84 | 0.840 | 0.148 | 0.148 | 4,326.00 | 640.24 | |||
| 1160 | PAVE STRIPING-WB PAINT-12 IN Y | 06527 | MILE | 0.47 | 0.470 | 0.000 | 0.000 | 5,755.05 | 0.00 | |||
| 1170 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 5,474.00 | 5,474.000 | 0.000 | 0.000 | 2.31 | 0.00 | |||
| 1180 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 1,470.00 | 1,470.000 | 2,531.000 | 2,531.000 | 4.60 | 11,642.60 | |||
| 1190 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 36.00 | 36.000 | 26.000 | 26.000 | 84.00 | 2,184.00 | |||
| 1200 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 83.00 | 83.000 | 93.000 | 93.000 | 84.00 | 7,812.00 | |||
| 1210 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 25.00 | 25.000 | 31.000 | 31.000 | 131.25 | 4,068.75 | |||
| 1220 | PAVE MARKING-PREF THERMO ONLY | 06576 | EACH | 10.00 | 10.000 | 9.000 | 9.000 | 99.44 | 894.96 | |||
| 1230 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 61.00 | 61.000 | 152.000 | 152.000 | 18.85 | 2,865.20 | |||
| 1240 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 93.00 | 93.000 | 321.000 | 321.000 | 18.85 | 6,050.85 | |||
| 1250 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 13.00 | 13.000 | 11.000 | 11.000 | 18.85 | 207.35 | |||
| 1260 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 22.00 | 22.000 | 18.000 | 18.000 | 18.85 | 339.30 | |||
| 1270 | CONCRETE-CLASS A PIPE | 08100 | CUYD | 1.60 | 1.600 | 1.600 | 1.600 | 900.00 | 1,440.00 | |||
| 1280 | CONCRETE-CLASS A | 08100 | CUYD | 28.00 | 28.000 | 21.700 | 21.700 | 900.00 | 19,530.00 | |||
| 1290 | STEEL REINFORCEMENT PIPE | 08150 | LB | 9.00 | 9.000 | 9.000 | 9.000 | 4.00 | 36.00 | |||
| 1300 | STEEL REINFORCEMENT | 08150 | LB | 764.00 | 764.000 | 764.000 | 764.000 | 1.00 | 764.00 | |||
| 1310 | CHAIN LINK FENCE-6 FT | 08711 | LF | 499.00 | 499.000 | 580.500 | 580.500 | 18.59 | 10,791.49 | |||
| 1350 | SILT TRAP TYPE C TYPE I | 20496NS843 | EACH | 8.00 | 28.000 | 29.000 | 29.000 | 300.00 | 8,700.00 | |||
| 1360 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 24.00 | 24.000 | 6.000 | 6.000 | 50.00 | 300.00 | |||
| 1370 | DROP BOX INLET TY 13G(MOD) | 20569ES710 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,600.00 | 5,200.00 | |||
| 1380 | DROP BOX INLET TY 13S(MOD) | 20570ES710 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 1390 | DROP BOX INLET TY 16G(MOD) | 20571ES710 | EACH | 2.00 | 2.000 | 1.500 | 1.500 | 2,500.00 | 3,750.00 | |||
| 1400 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
| 1410 | BRIDGE DRAINAGE SYSTEM | 20606NC | LS | 1.00 | 0.000 | 0.000 | 0.000 | 49,184.00 | 0.00 | |||
| 8000 | JPC PAVEMENT-10 INCH | 02069 | SQYD | 0.00 | 5,988.000 | 7,219.470 | 7,219.470 | 73.20 | 528,465.20 | |||
| 8002 | COST PLUS WORK Pipe Repairs | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 681.43 | 681.43 | |||
| 8005 | RECONSTRUCT MANHOLE | 01789 | EACH | 0.00 | 13.000 | 13.000 | 13.000 | 1,850.00 | 24,050.00 | |||
| 8006 | COST PLUS WORK Adjust Storm Sewer/CBI | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,189.65 | 1,189.65 | |||
| 8015 | VIDEO RECORDING | 09672E01 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,540.00 | 1,540.00 | |||
| 8017 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 0.00 | 400.000 | 396.000 | 396.000 | 5.67 | 2,245.32 | |||
| 8018 | SAW CUT | 20430ED | LF | 0.00 | 7,879.000 | 7,879.000 | 7,879.000 | 1.20 | 9,454.80 | |||
| 8019 | LANE CLOSURE | 02653 | EACH | 0.00 | 3.000 | 4.000 | 4.000 | 2,116.00 | 8,464.00 | |||
| 8020 | FLASHING ARROW | 02775 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 1,116.00 | 3,348.00 | |||
| 8031 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 0.00 | 122,000.000 | 158,165.000 | 158,165.000 | 0.38 | 60,102.70 | |||
| 8032 | BARRICADE-TYPE III | 02014 | EACH | 0.00 | 7.000 | 7.000 | 7.000 | 400.00 | 2,800.00 | |||
| 8033 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 0.00 | 2,508.000 | 2,647.360 | 2,647.360 | 55.13 | 145,948.95 | |||
| 8034 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 0.00 | 3,010.000 | 1,867.800 | 1,867.800 | 4.43 | 8,274.35 | |||
| 8035 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 0.00 | 2,240.000 | 1,752.400 | 1,752.400 | 4.43 | 7,763.13 | |||
| 8036 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 0.00 | 510.000 | 553.700 | 553.700 | 5.24 | 2,901.38 | |||
| 8037 | EW~ TREE TRIMMING | 10090NX | LS | 0.00 | 1.000 | 0.000 | 0.000 | 472.50 | 0.00 | |||
| 8041 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 80,538.260 | 80,538.260 | 80,538.260 | 1.00 | 80,538.26 | |||
| 8042 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 325,766.410 | 330,767.110 | 330,767.110 | 1.00 | 330,767.11 | |||
| 8043 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 0.00 | 50.000 | 50.000 | 50.000 | 40.43 | 2,021.50 | |||
| 8044 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,037.93 | 2,075.86 | |||
| 8046 | COST PLUS WORK TRAFFIC CONTROL | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 214.63 | 214.63 | |||
| 8047 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 19,552.820 | 19,552.816 | 19,552.816 | 1.00 | 19,552.81 | |||
| 8048 | MOBILIZATION FOR MILL & TEXT #2 | 02676 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,862.44 | 3,862.44 | |||
| 8050 | COST PLUS WORK ADJUST CBI 57+00 | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 371.26 | 371.26 | |||
| 8051 | COST PLUS WORK TIE IN 8" STORM SEWER RT 23+66 | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 380.79 | 380.79 | |||
| 8052 | COST PLUS WORK UNCOVER STORM SEWER | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 202.78 | 202.78 | |||
| 8053 | COST PLUS WORK UNCOVER STORM SEWER 23+23 | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 148.17 | 148.17 | |||
| 8054 | COST PLUS WORK ADJUST CBI 49+75 | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 594.00 | 594.00 | |||
| 8055 | COST PLUS WORK TIE IN EXISTING STORM SEWER RT 75+35 | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 878.08 | 878.08 | |||
| 8056 | COST PLUS WORK TIE IN STORM SEWER KY 18 15+94 | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,644.11 | 1,644.11 | |||
| 8057 | COST PLUS WORK WATERMAIN CONFLICT | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 31,762.66 | 31,762.66 | |||
| 8058 | COST PLUS WORK MH TY C RT 75+50 | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 445.30 | 445.30 | |||
| 8059 | COST PLUS WORK BANK ISLAND | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,130.12 | 1,130.12 | |||
| 8060 | COST PLUS WORK REGRADE BEHIND C/G | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 321.63 | 321.63 | |||
| 8061 | COST PLUS WORK REGRADE SUBGRADE | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 281.85 | 281.85 | |||
| 8062 | COST PLUS WORK ADDITIONAL FORMING | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 397.85 | 397.85 | |||
| 8063 | COST PLUS WORK EXCAVATE TELEPHONE LINE | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 414.06 | 414.06 | |||
| 8064 | COST PLUS WORK REM CONC PVMNT@ BP | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,101.04 | 1,101.04 | |||
| 8065 | COST PLUS WORK REM CONC PVMNT @ SHEEL | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 831.13 | 831.13 | |||
| 8066 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 0.00 | 600.000 | 615.000 | 615.000 | 17.76 | 10,922.40 | |||
| 8067 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 787.50 | 787.50 | |||
| 8068 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 52.50 | 52.50 | |||
| 8069 | EMBANKMENT IN PLACE | 02230 | CUYD | 0.00 | 1,582.000 | 1,582.000 | 1,582.000 | 11.53 | 18,240.46 | |||
| 8071 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 0.00 | 1,431.020 | 1,431.020 | 1,431.020 | 15.18 | 21,722.88 | |||
| 8072 | COST PLUS WORK SINKHOLE | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,946.29 | 2,946.29 | |||
| 8073 | COST PLUS WORK C&G TURFWAY PARK | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,308.00 | 1,308.00 | |||
| 8074 | COST PLUS WORK DROP BOX INLET FRONT PORCH | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,040.23 | 3,040.23 | |||
| 8075 | COST PLUS WORK CONNECT ROOF DRAINS | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,303.18 | 1,303.18 | |||
| 8076 | COST PLUS WORK EXTEND FLUME | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,179.93 | 6,179.93 | |||
| 8077 | COST PLUS WORK RELOCATE CBI KY 18 | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 13,396.82 | 13,396.82 | |||
| 8078 | COST PLUS WORK GRAVITY WALL FRISCH'S | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 11,534.75 | 11,534.75 | |||
| 8080 | COST PLUS WORK EXTEND HEADWALL RAMP B | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,252.13 | 1,252.13 | |||
| 8081 | COST PLUS WORK GRAVITY WALL MAIN ST CHURCH | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 26,944.23 | 26,944.23 | |||
| 8082 | UTILITY BILLS ADT | 22438NN | DOLL | 0.00 | 295.000 | 1.000 | 1.000 | 1.00 | 1.00 | |||
| 8083 | BRIDGE DRAINAGE SYSTEM MODIFIED | 20606NC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 45,184.00 | 45,184.00 | |||
| 8084 | PAVE STRIPING-WB PAINT-4 IN W | 06520 | MILE | 0.00 | 3.910 | 3.910 | 3.910 | 529.92 | 2,071.98 | |||
| 8085 | PAVE STRIPING-WB PAINT-4 IN Y | 06521 | MILE | 0.00 | 2.570 | 2.570 | 2.570 | 532.41 | 1,368.29 | |||
| 8086 | COST PLUS WORK 18" Storm at Dixie | 10080NSD | DOLL | 0.00 | 9,629.840 | 9,629.840 | 0.000 | 9,629.840 | 1.00 | 9,629.84 | 9,629.84 | |
| 8087 | COST PLUS WORK Regrade Ditchline | 10080NSD | DOLL | 0.00 | 4,009.000 | 4,009.000 | 0.000 | 4,009.000 | 1.00 | 4,009.00 | 4,009.00 | |
| 8088 | COST PLUS WORK Replace 24" Pipe | 10080NSD | DOLL | 0.00 | 6,145.920 | 6,145.920 | 0.000 | 6,145.920 | 1.00 | 6,145.92 | 6,145.92 | |
| 8089 | COST PLUS WORK Traffic Control for Paving | 10080NSD | DOLL | 0.00 | 214.630 | 214.630 | 0.000 | 214.630 | 1.00 | 214.63 | 214.63 | |
| 8090 | COST PLUS WORK Pave Parking at Post Office | 10080NSD | DOLL | 0.00 | 4,188.460 | 4,188.460 | 0.000 | 4,188.460 | 1.00 | 4,188.46 | 4,188.46 | |
| 8092 | COST PLUS WORK Reconnect ARTIMIS | 10080NSD | DOLL | 0.00 | 5,955.510 | 5,955.510 | 0.000 | 5,955.510 | 1.00 | 5,955.51 | 5,955.51 | |
| 8095 | COST PLUS WORK Connect Fire Alarm | 10080NSD | DOLL | 0.00 | 2,484.680 | 2,484.680 | 0.000 | 2,484.680 | 1.00 | 2,484.68 | 2,484.68 | |
| 8096 | COST PLUS WORK Traffic Control for Electric | 10080NSD | DOLL | 0.00 | 386.060 | 386.060 | 0.000 | 386.060 | 1.00 | 386.06 | 386.06 | |
| 8099 | COST PLUS WORK Add Sidewalk at Pedestrian Signals | 10080NSD | DOLL | 0.00 | 2,231.590 | 2,231.590 | 0.000 | 2,231.590 | 1.00 | 2,231.59 | 2,231.59 | |
| Project | DE00810170521 | Fed/State Project Number | FD04 008 1017 000-002 | Category | 0002 BRIDGE | |||||||
| 1420 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 3,966.20 | 3,966.200 | 3,966.000 | 3,966.000 | 12.00 | 47,592.00 | |||
| 1430 | FENCE-6 FT CHAIN LINK | 02274 | LF | 67.50 | 67.500 | 0.000 | 0.000 | 21.21 | 0.00 | |||
| 1440 | QUALITY CONTROL | 02572 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 37,800.00 | 37,800.00 | |||
| 1450 | FOUNDATION PREPARATION SOIL NAIL WALL SOUTH | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 1460 | FOUNDATION PREPARATION SOIL NAIL WALL NORTH | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 1470 | SOIL NAIL WALL | 20603ED | SQFT | 8,564.20 | 8,564.200 | 8,564.200 | 8,564.200 | 53.80 | 460,753.96 | |||
| 2640 | SOIL NAIL WALL INSTRUMENTATION | 20712ND | LS | 1.00 | 0.000 | 0.000 | 0.000 | 34,125.00 | 0.00 | |||
| 8007 | EW~ Sawcut Abutment Piers | 10094NX | EACH | 0.00 | 16.000 | 16.000 | 16.000 | 472.50 | 7,560.00 | |||
| 8008 | EW~ Redesign Soil Nails | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 39,158.31 | 39,158.31 | |||
| 8009 | EW~ Excessive Grout | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,357.99 | 6,357.99 | |||
| 8010 | EW~ Additional Verification Tests | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,443.75 | 1,443.75 | |||
| 8011 | EW~ Soil Wall Delays | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 13,346.72 | 13,346.72 | |||
| 8012 | EW~ Excavation/Refill for Sawcutting | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,995.00 | 2,995.00 | |||
| 8013 | EW~ Reschedule Training | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,020.00 | 3,020.00 | |||
| 8014 | SOIL NAIL WALL INSTRUMENTATION (Mod #1) | 20712ND | LS | 0.00 | 1.000 | 1.000 | 1.000 | 30,369.00 | 30,369.00 | |||
| 8016 | EW~ Quality Control Additional Compensation | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 7,512.75 | 7,512.75 | |||
| 8079 | COST PLUS WORK FABRIC DRAINS | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 742.57 | 742.57 | |||
| Project | DE00810170521 | Fed/State Project Number | FD04 008 1017 000-002 | Category | 0003 GAS LINE | |||||||
| 1490 | TIE-IN 4 INCH PLASTIC & STEEL | 03464 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 1500 | TIE-IN 6 INCH PLASTIC & STEEL | 03466 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,000.00 | 15,000.00 | |||
| 1510 | TIE-IN 8 INCH PLASTIC & STEEL | 03468 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 1520 | TIE-IN 12 INCH PLASTIC & STEEL | 03472 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 5,000.00 | 25,000.00 | |||
| 1530 | GAS MAIN 4" PL INSTALL | 20713ED | LF | 95.00 | 95.000 | 98.000 | 98.000 | 17.85 | 1,749.30 | |||
| 1540 | GAS MAIN 4" SWPC INSTALL | 20714ED | LF | 15.00 | 15.000 | 15.000 | 15.000 | 23.12 | 346.80 | |||
| 1550 | GAS MAIN 6" SWPC INSTALL | 20715ED | LF | 1.00 | 1.000 | 0.000 | 0.000 | 29.26 | 0.00 | |||
| 1560 | GAS MAIN 6" PL INSTALL | 20716ED | LF | 1,432.00 | 1,432.000 | 1,495.000 | 1,495.000 | 21.37 | 31,948.15 | |||
| 1570 | GAS MAIN 8" SWPC INSTALL | 20717ED | LF | 540.00 | 540.000 | 545.000 | 545.000 | 35.41 | 19,298.45 | |||
| 1580 | GAS MAIN 8" PL INSTALL | 20718ED | LF | 630.00 | 630.000 | 621.000 | 621.000 | 30.57 | 18,983.97 | |||
| 1590 | GAS MAIN 12" SWPC INSTALL | 20719ED | LF | 705.00 | 705.000 | 655.120 | 655.120 | 47.72 | 31,262.32 | |||
| 1600 | GAS MAIN 16" SWPC INSTALL | 20720ED | LF | 1,620.00 | 1,620.000 | 1,656.950 | 1,656.950 | 60.01 | 99,433.56 | |||
| 1610 | HYDROSTATIC TEST 8" MAIN | 20721ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 1620 | HYDROSTATIC TEST 12" MAIN | 20722ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 1630 | CASING 6" SWPC INSTALL | 20723ED | LF | 76.00 | 76.000 | 63.000 | 63.000 | 15.00 | 945.00 | |||
| 1640 | CASING 8" SWPC INSTALL | 20724ED | LF | 114.00 | 114.000 | 122.000 | 122.000 | 16.00 | 1,952.00 | |||
| 1650 | CASING 12" SWPC INSTALL | 20725ED | LF | 50.00 | 50.000 | 83.000 | 83.000 | 18.00 | 1,494.00 | |||
| 1660 | VALVE ASSEMBLY 4" PL INSTALL | 20726ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 1670 | VALVE ASSEMBLY 6" SWPC INSTALL | 20727ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 1680 | VALVE ASSEMBLY 8" PL INSTALL | 20728ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 1690 | VALVE ASSEMBLY 8" SWPC INSTALL | 20729ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 1700 | SERVICE PIPING LONG-SIDE M-C INST 1" | 20730ND | EACH | 20.00 | 20.000 | 2.000 | 2.000 | 450.00 | 900.00 | |||
| 1710 | SERVICE PIPING SHORT-SIDE M-C INST 1" | 20731ND | EACH | 22.00 | 22.000 | 10.000 | 10.000 | 300.00 | 3,000.00 | |||
| 1720 | SERVICE PIPING LONG-SIDE M-C INST 2" | 20732ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
| 1730 | SERVICE PIPING LONG-SIDE M-C INST 3" | 20733ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 1740 | GAS REGULATOR SYSTEM STATION INSTALL | 20734ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 2650 | GAS UTILITY COORDINATION | 20818ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| Project | DE00810170521 | Fed/State Project Number | FD04 008 1017 000-002 | Category | 0004 WATERLINE | |||||||
| 1750 | STEEL ENCASEMENT PIPE-18 INCH BORE & JACK | 01075 | LF | 118.00 | 118.000 | 100.000 | 100.000 | 230.00 | 23,000.00 | |||
| 1760 | STEEL ENCASEMENT PIPE-20 INCH BORE & JACK | 01076 | LF | 250.00 | 250.000 | 238.000 | 238.000 | 323.50 | 76,993.00 | |||
| 1770 | DUCTILE IRON PIPE-6 INCH | 01093 | LF | 45.00 | 45.000 | 162.250 | 162.250 | 100.00 | 16,225.00 | |||
| 1780 | DUCTILE IRON PIPE-8 INCH | 01095 | LF | 1,901.00 | 1,901.000 | 1,813.980 | 1,813.980 | 47.25 | 85,710.55 | |||
| 1790 | DUCTILE IRON PIPE-10 INCH | 01097 | LF | 38.00 | 38.000 | 150.000 | 150.000 | 100.00 | 15,000.00 | |||
| 1800 | DUCTILE IRON PIPE-12 INCH | 01099 | LF | 4,712.00 | 4,712.000 | 5,064.520 | 5,064.520 | 55.00 | 278,548.60 | |||
| 1810 | REMOVE & RESET FIRE HYDRANT | 02605 | EACH | 9.00 | 9.000 | 12.000 | 12.000 | 1,765.00 | 21,180.00 | |||
| 1820 | PVC PIPE-12 INCH | 03391 | LF | 370.00 | 370.000 | 347.000 | 347.000 | 56.15 | 19,484.05 | |||
| 1830 | REMOVE AND RELOCATE METER | 03432 | EACH | 10.00 | 10.000 | 14.000 | 14.000 | 500.00 | 7,000.00 | |||
| 1840 | TIE-IN 6 INCH TO WATER LINE | 03466 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 1850 | TIE-IN 8 INCH TO WATER LINE | 03468 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 1860 | TIE-IN 10 INCH TO WATER LINE | 03470 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 1870 | TIE-IN 12 INCH TO WATER LINE | 03472 | EACH | 20.00 | 20.000 | 23.000 | 23.000 | 3,200.00 | 73,600.00 | |||
| 1880 | GATE VALVE-6 INCH | 03526 | EACH | 4.00 | 4.000 | 14.000 | 14.000 | 610.00 | 8,540.00 | |||
| 1890 | GATE VALVE-8 INCH | 03528 | EACH | 10.00 | 10.000 | 9.000 | 9.000 | 885.00 | 7,965.00 | |||
| 1900 | GATE VALVE-10 INCH | 03530 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,250.00 | 1,250.00 | |||
| 1910 | GATE VALVE-12 INCH | 03532 | EACH | 17.00 | 17.000 | 26.000 | 26.000 | 1,465.00 | 38,090.00 | |||
| 1920 | EXTEND WATER SERVICE LINE | 20699ED | LF | 115.00 | 115.000 | 536.000 | 536.000 | 50.00 | 26,800.00 | |||
| 1930 | RELOCATE AIR RELEASE VALVE | 20735ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 8038 | ADJUST FIRE HYDRANT | 03426 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 2,205.00 | 17,640.00 | |||
| 8045 | COST PLUS WORK RELOCATE AIR RELEASE VALVE | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,417.07 | 2,417.07 | |||
| Project | DE00810170521 | Fed/State Project Number | FD04 008 1017 000-002 | Category | 0005 SANITARY SEWER | |||||||
| 1940 | SEWER PIPE-8 INCH | 01052 | LF | 840.00 | 840.000 | 882.950 | 882.950 | 37.75 | 33,331.36 | |||
| 1950 | SEWER PIPE-15 INCH | 01055 | LF | 81.00 | 81.000 | 77.000 | 77.000 | 111.00 | 8,547.00 | |||
| 1960 | FILL AND CAP MANHOLE | 01786 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 1970 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 17.00 | 7.000 | 18.000 | 18.000 | 250.00 | 4,500.00 | |||
| 1980 | SANITARY SEWER MANHOLE | 01799 | EACH | 5.00 | 7.000 | 7.000 | 7.000 | 3,000.00 | 21,000.00 | |||
| 1990 | SAFELOADING | 02690 | CUYD | 90.00 | 90.000 | 10.000 | 10.000 | 100.00 | 1,000.00 | |||
| 2000 | PVC PIPE-6 INCH | 03385 | LF | 350.00 | 350.000 | 606.000 | 606.000 | 29.20 | 17,695.20 | |||
| 2010 | ADJUST WATER VALVE | 03425 | EACH | 9.00 | 9.000 | 18.000 | 18.000 | 100.00 | 1,800.00 | |||
| 2020 | TIE-IN 6 INCH SANITARY FORCE MAIN | 03466 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 2030 | TIE NEW SANITARY SEWER TO EXIST MANHOLE | 20736ND | EACH | 2.00 | 3.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 2040 | ADJUST WATER METER PIT TO GRADE | 20737ND | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 8039 | MANHOLE FRAME & LID WATER TIGHT | 99233NC | EACH | 0.00 | 8.000 | 24.000 | 24.000 | 435.75 | 10,458.00 | |||
| 8040 | DUCTILE IRON PIPE-8 INCH | 01095 | LF | 0.00 | 366.000 | 365.000 | 365.000 | 138.60 | 50,589.00 | |||
| Project | DE00810170521 | Fed/State Project Number | FD04 008 1017 000-002 | Category | 0006 DEMOBILIZATION & MOBILIZATION | |||||||
| 2050 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 501,474.45 | 501,474.45 | |||
| 2060 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 150,442.33 | 112,831.74 | |||
| Project | DE00810170521 | Fed/State Project Number | FD04 008 1017 000-002 | Category | 0007 BRIDGE | |||||||
| 2070 | HANDRAIL-TYPE A-1 | 02611 | LF | 578.70 | 578.700 | 718.000 | 718.000 | 75.60 | 54,280.80 | |||
| 2080 | FOUNDATION PREPARATION BARRIER WALL SOUTH | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 2090 | FOUNDATION PREPARATION BARRIER WALL NORTH | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 2100 | CONCRETE-CLASS A | 08100 | CUYD | 377.70 | 377.700 | 377.700 | 377.700 | 250.00 | 94,425.00 | |||
| 2110 | STEEL REINFORCEMENT | 08150 | LB | 42,084.00 | 42,084.000 | 42,084.000 | 42,084.000 | 0.65 | 27,354.60 | |||
| Project | DE00810170521 | Fed/State Project Number | FD04 008 1017 000-002 | Category | 0008 BRIDGE | |||||||
| 2130 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 29.00 | 29.000 | 14.200 | 14.200 | 100.00 | 1,420.00 | |||
| 2140 | FOUNDATION PREPARATION CULVERT | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 2150 | CONCRETE-CLASS A | 08100 | CUYD | 86.60 | 86.600 | 98.220 | 98.220 | 250.00 | 24,555.00 | |||
| 2160 | STEEL REINFORCEMENT | 08150 | LB | 7,128.00 | 7,128.000 | 7,386.000 | 7,386.000 | 0.65 | 4,800.90 | |||
| Project | DE00810170521 | Fed/State Project Number | FD04 008 1017 000-002 | Category | 0009 SIGNALS | |||||||
| 2170 | CONDUIT-1 1/4 INCH | 04793 | LF | 1,950.00 | 1,950.000 | 1,784.000 | 1,784.000 | 6.30 | 11,239.20 | |||
| 2180 | CONDUIT-2 INCH | 04795 | LF | 1,675.00 | 1,588.000 | 1,291.000 | 1,291.000 | 9.45 | 12,199.95 | |||
| 2190 | JUNCTION BOX TYPE B | 04811 | EACH | 24.00 | 24.000 | 15.000 | 15.000 | 273.00 | 4,095.00 | |||
| 2200 | TRENCHING AND BACKFILLING | 04820 | LF | 1,285.00 | 1,285.000 | 1,159.000 | 1,159.000 | 3.68 | 4,265.12 | |||
| 2210 | OPEN CUT ROADWAY | 04821 | LF | 175.00 | 235.000 | 167.000 | 167.000 | 57.75 | 9,644.25 | |||
| 2220 | LOOP WIRE | 04830 | LF | 20,195.00 | 20,195.000 | 27,262.000 | 27,262.000 | 0.26 | 7,088.12 | |||
| 2230 | CABLE-NO. 14/5C | 04844 | LF | 16,815.00 | 18,701.000 | 20,906.000 | 20,906.000 | 1.03 | 21,533.18 | |||
| 2240 | CABLE-NO. 14/7C | 04845 | LF | 1,155.00 | 1,413.000 | 1,809.000 | 1,809.000 | 1.05 | 1,899.45 | |||
| 2250 | CABLE-NO. 14/1 PAIR | 04850 | LF | 13,515.00 | 15,645.000 | 15,491.000 | 15,491.000 | 1.05 | 16,265.55 | |||
| 2260 | POLE 35 FT WOODEN | 04871 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 761.25 | 761.25 | |||
| 2270 | STEEL STRAIN POLE | 04880 | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 10,027.50 | 170,467.50 | |||
| 2280 | SIGNAL PEDESTAL | 04882 | EACH | 14.00 | 14.000 | 13.500 | 13.500 | 2,927.40 | 39,519.90 | |||
| 2290 | ANCHOR | 04884 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 269.85 | 2,158.80 | |||
| 2300 | MESSENGER-10800 LB | 04885 | LF | 3,225.00 | 3,716.000 | 4,082.000 | 4,082.000 | 1.68 | 6,857.76 | |||
| 2310 | MESSENGER-15400 LB | 04886 | LF | 200.00 | 200.000 | 220.000 | 220.000 | 1.79 | 393.80 | |||
| 2320 | LOOP SAW SLOT AND FILL | 04895 | LF | 8,635.00 | 8,635.000 | 8,477.000 | 8,477.000 | 8.93 | 75,699.61 | |||
| 2330 | PEDESTRIAN DETECTOR | 04900 | EACH | 50.00 | 50.000 | 34.000 | 34.000 | 244.65 | 8,318.10 | |||
| 2340 | SIGNAL-3 SECTION 12 INCH | 04912 | EACH | 70.00 | 71.000 | 72.000 | 72.000 | 790.65 | 56,926.80 | |||
| 2350 | SIGNAL-4 SECTION 12 INCH | 04913 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,003.80 | 3,011.40 | |||
| 2360 | SIGNAL-5 SECTION 12 INCH | 04914 | EACH | 4.00 | 4.000 | 7.000 | 7.000 | 1,179.15 | 8,254.05 | |||
| 2370 | SIGNAL-PEDESTRIAN | 04916 | EACH | 50.00 | 50.000 | 49.000 | 49.000 | 791.70 | 38,793.30 | |||
| 2380 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 2,100.00 | 14,700.00 | |||
| 2390 | REMOVE POLE | 04939 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 420.00 | 0.00 | |||
| 2400 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 420.00 | 2,520.00 | |||
| 2410 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 57.75 | 173.25 | |||
| 2420 | INSTALL POLE MOUNTED SIGN | 20631ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 57.75 | 0.00 | |||
| 8021 | EW~ ANCHOR BOLTS | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,525.70 | 1,525.70 | |||
| 8022 | EW~ REMOVE SPARE CONDUIT | 10093EX | LF | 0.00 | 182.000 | 176.000 | 176.000 | 9.71 | 1,708.96 | |||
| 8023 | MAINTAIN & CONTROL TRAFFIC MODIFIED | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,686.28 | 1,686.28 | |||
| 8024 | CABLE-NO. 14/5C MODIFIED | 04844 | LF | 0.00 | 801.000 | 801.000 | 801.000 | 0.71 | 568.71 | |||
| 8025 | CABLE-NO. 14/7C MODIFIED | 04845 | LF | 0.00 | 405.000 | 0.000 | 0.000 | 0.87 | 0.00 | |||
| 8026 | CABLE-NO. 14/1 PAIR MODIFIED | 04850 | LF | 0.00 | 780.000 | 780.000 | 780.000 | 0.80 | 624.00 | |||
| 8027 | MESSENGER-15400 LB MODIFIED | 04886 | LF | 0.00 | 89.000 | 89.000 | 89.000 | 1.77 | 157.53 | |||
| 8028 | EW~ RELOCATE SIGNAL HEAD | 10094NX | EACH | 0.00 | 14.000 | 14.000 | 14.000 | 194.61 | 2,724.54 | |||
| 8029 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,977.73 | 5,955.46 | |||
| 8030 | REMOVE SIGNAL EQUIPMENT MODIFIED | 04950 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 416.73 | 416.73 | |||
| 8049 | EW~ ENCUMBER FUNDS REPLACE STRAIN POLES | 10098NX | DOLL | 0.00 | 0.000 | -20,000.000 | 20,000.000 | 0.000 | 1.00 | -20,000.00 | 0.00 | |
| 8070 | TRAFFIC SIGNAL MODIFY SIGNAL HEAD | 21822NN | LS | 0.00 | 2.000 | 2.000 | 2.000 | 282.02 | 564.04 | |||
| 8093 | COST PLUS WORK Change LED Lights | 10080NSD | DOLL | 0.00 | 265.200 | 265.200 | 0.000 | 265.200 | 1.00 | 265.20 | 265.20 | |
| 8097 | COST PLUS WORK Install Radios | 10080NSD | DOLL | 0.00 | 3,386.860 | 3,386.860 | 0.000 | 3,386.860 | 1.00 | 3,386.86 | 3,386.86 | |
| 8098 | COST PLUS WORK Relocate Electric Service | 10080NSD | DOLL | 0.00 | 3,863.230 | 3,863.230 | 0.000 | 3,863.230 | 1.00 | 3,863.23 | 3,863.23 | |
| 8100 | STEEL STRAIN POLE Replace strain pole with decorative pole | 04880 | EACH | 0.00 | 2.000 | 2.000 | 0.000 | 2.000 | 9,816.11 | 19,632.23 | 19,632.23 | |
| Project | DE00810170521 | Fed/State Project Number | FD04 008 1017 000-002 | Category | 0010 LIGHTING | |||||||
| 2430 | POLE BASE | 04740 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 598.50 | 5,985.00 | |||
| 2440 | HPS LUMINAIRE WALL PACK | 04771 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 317.10 | 6,976.20 | |||
| 2450 | FUSED CONNECTOR KIT | 04780 | EACH | 20.00 | 20.000 | 78.000 | 78.000 | 50.93 | 3,972.54 | |||
| 2460 | CONDUIT-1 1/4 INCH | 04793 | LF | 1,600.00 | 1,600.000 | 1,994.000 | 1,994.000 | 6.30 | 12,562.20 | |||
| 2470 | CONDUIT-2 INCH | 04795 | LF | 1,350.00 | 1,350.000 | 1,298.000 | 1,298.000 | 9.45 | 12,266.10 | |||
| 2480 | CONDUIT-3 INCH | 04797 | LF | 300.00 | 565.000 | 419.000 | 419.000 | 31.50 | 13,198.50 | |||
| 2490 | MARKER | 04800 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 57.75 | 0.00 | |||
| 2500 | JUNCTION BOX TYPE B | 04811 | EACH | 5.00 | 6.000 | 6.000 | 6.000 | 283.50 | 1,701.00 | |||
| 2510 | TRENCHING AND BACKFILLING | 04820 | LF | 1,600.00 | 1,600.000 | 1,451.000 | 1,451.000 | 3.68 | 5,339.68 | |||
| 2520 | WIRE-NO. 12 | 04832 | LF | 1,200.00 | 1,200.000 | 455.000 | 455.000 | 0.38 | 172.90 | |||
| 2530 | WIRE-NO. 8 | 04833 | LF | 4,800.00 | 4,800.000 | 5,221.000 | 5,221.000 | 0.59 | 3,080.39 | |||
| 2540 | WIRE-NO. 6 | 04834 | LF | 4,800.00 | 5,700.000 | 6,619.000 | 6,619.000 | 0.69 | 4,567.11 | |||
| 2550 | REMOVE POLE BASE | 04941 | EACH | 10.00 | 10.000 | 6.000 | 6.000 | 157.50 | 945.00 | |||
| 2560 | REMOVE STORE & REINSTALL POLE | 04942 | EACH | 10.00 | 10.000 | 9.000 | 9.000 | 210.00 | 1,890.00 | |||
| 2570 | JUNCTION BOX 6X6X6 | 20630ND | EACH | 32.00 | 32.000 | 41.000 | 41.000 | 315.00 | 12,915.00 | |||
| 8001 | COST PLUS WORK ARTIMIS Relocation | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,795.36 | 1,795.36 | |||
| 8003 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 9,500.00 | 9,500.00 | |||
| 8004 | ELECTRICAL SERVICE | 04899 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 950.00 | 950.00 | |||
| 8091 | COST PLUS WORK Repair wire at BP | 10080NSD | DOLL | 0.00 | 1,067.720 | 1,067.720 | 0.000 | 1,067.720 | 1.00 | 1,067.72 | 1,067.72 | |
| 8094 | COST PLUS WORK Remove Light Pole | 10080NSD | DOLL | 0.00 | 1,147.160 | 1,147.160 | 0.000 | 1,147.160 | 1.00 | 1,147.16 | 1,147.16 | |
| Project | DE00810170521 | Fed/State Project Number | FD04 008 1017 000-002 | Category | 0011 SIGNING | |||||||
| 2580 | SIGN BRIDGE ATTACHMENT BRACKET | 06448 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 4,446.75 | 4,446.75 | |||
| 2590 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 26.60 | 26.600 | 25.037 | 25.037 | 427.35 | 10,699.56 | |||
| 2600 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 2,362.00 | 2,362.000 | 2,223.127 | 2,223.127 | 1.33 | 2,956.75 | |||
| 2610 | ROADWAY CROSS SECTION | 20419ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 420.00 | 420.00 | |||
| 2660 | OSS ALUMINUM 105 FT TRUSS | 06457 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 51,180.15 | 51,180.15 | |||
| Project | DE00810170521 | Fed/State Project Number | FD04 008 1017 000-002 | Category | 0012 SIGNING-AA1 | |||||||
| 2620 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 621.00 | 621.000 | 621.000 | 621.000 | 15.40 | 9,563.40 | |||
| Project | DE00810170521 | Fed/State Project Number | FD04 008 1017 000-002 | Category | 0013 SIGNING-AA2 | |||||||
| Project | DE00810170521 | Fed/State Project Number | FD04 008 1017 000-002 | Category | 0014 TRAFFIC LOOPS | |||||||
| 0990 | CONDUIT-2 INCH | 04795 | LF | 140.00 | 140.000 | 30.000 | 30.000 | 9.45 | 283.50 | |||
| 1000 | JUNCTION BOX TYPE B | 04811 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 273.00 | 0.00 | |||
| 1020 | TRENCHING AND BACKFILLING | 04820 | LF | 130.00 | 270.000 | 0.000 | 0.000 | 3.68 | 0.00 | |||
| 1030 | LOOP WIRE | 04830 | LF | 1,650.00 | 1,650.000 | 6,305.000 | 6,305.000 | 0.26 | 1,639.30 | |||
| 1040 | CABLE-NO. 14/1 PAIR | 04850 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 1050 | LOOP SAW SLOT AND FILL | 04895 | LF | 365.00 | 365.000 | 1,091.000 | 1,091.000 | 8.93 | 9,742.63 | |||
| 1330 | GALVANIZED STEEL CABINET | 20359EC | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 250.95 | 501.90 | |||
| 1340 | WOOD POST | 20360ES818 | EACH | 1.00 | 1.000 | 4.000 | 4.000 | 57.75 | 231.00 | |||
| SUBTOT | $44,608.09 |
$11,953,485.75 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0120-1-0I |
STORM SEWER PIPE-15 INCH | FT |
1,440.00 | 0001 | $7.853300 | $10,743.26 | ||||||
0130-1-0I |
STORM SEWER PIPE-18 INCH | FT |
1,000.00 | 0001 | $9.530300 | $9,054.37 | ||||||
0140-1-0I |
STORM SEWER PIPE-24 INCH | FT |
640.00 | 0001 | $12.816800 | $7,792.58 | ||||||
0150-1-0I |
STORM SEWER PIPE-27 INCH | FT |
80.00 | 0001 | $14.100800 | $1,071.66 | ||||||
0160-1-0I |
STORM SEWER PIPE-30 INCH | FT |
820.00 | 0001 | $19.774500 | $15,404.32 | ||||||
0170-1-0I |
STORM SEWER PIPE-36 INCH | FT |
180.00 | 0001 | $28.312400 | $4,841.43 | ||||||
0180-1-0I |
STORM SEWER PIPE-42 INCH | FT |
8.00 | 0001 | $31.891300 | $242.37 | ||||||
0190-1-0I |
STORM SEWER PIPE-54 INCH | FT |
48.00 | 0001 | $45.019400 | $2,052.88 | ||||||
0810-1-0I |
FABRIC GEOTEXTILE TYPE IV | SQYD |
42,500.00 | 0001 | $0.530000 | $21,398.75 | ||||||
1780-1-0I |
DUCTILE IRON PIPE-8 INCH | FT |
456.00 | 0001 | $34.251800 | $14,837.86 | ||||||
1800-1-0I |
DUCTILE IRON PIPE-12 INCH | FT |
890.00 | 0001 | $21.094000 | $17,834.98 | ||||||
1770-1-0I |
DUCTILE IRON PIPE-6 INCH | FT |
55.00 | 0004 | $7.980000 | $417.05 | ||||||
1780-1-1I |
DUCTILE IRON PIPE-8 INCH | FT |
472.00 | 0004 | $10.750000 | $4,820.27 | ||||||
1790-1-0I |
DUCTILE IRON PIPE-10 INCH | FT |
55.00 | 0004 | $34.980000 | $1,827.61 | ||||||
1800-1-2I |
DUCTILE IRON PIPE-12 INCH | FT |
1,582.00 | 0004 | $22.670000 | $34,077.69 | ||||||
1800-1-1I |
DUCTILE IRON PIPE-12 INCH | FT |
2,290.00 | 0004 | $24.330000 | $52,939.00 | ||||||
0110-1-0I |
STORM SEWER PIPE-12 INCH | FT |
340.00 | 0007 | $2153.500000 | $2,045.82 | ||||||
0120-1-1I |
STORM SEWER PIPE-15 INCH | FT |
1,000.00 | 0007 | $7847.830000 | $7,455.44 | ||||||
0130-1-2I |
STORM SEWER PIPE-18 INCH | FT |
1,000.00 | 0007 | $9517.380000 | $9,041.46 | ||||||
0130-1-1I |
STORM SEWER PIPE-18 INCH | FT |
1,000.00 | 0007 | $9571.630000 | $8,998.05 | ||||||
0140-1-2I |
STORM SEWER PIPE-24 INCH | FT |
740.00 | 0007 | $9464.010000 | $8,990.81 | ||||||
0140-1-1I |
STORM SEWER PIPE-24 INCH | FT |
640.00 | 0007 | $8168.200000 | $7,759.79 | ||||||
0150-1-1I |
STORM SEWER PIPE-27 INCH | FT |
60.00 | 0007 | $895.810000 | $851.02 | ||||||
0190-1-0A |
STORM SEWER PIPE-54 INCH | FT |
20.00 | 0001 | $45.019400 | $-855.37 | ||||||
0140-1-0A |
STORM SEWER PIPE-24 INCH | FT |
101.50 | 0002 | $12.816800 | $-1,235.85 | ||||||
0190-1-0A |
STORM SEWER PIPE-54 INCH | FT |
28.00 | 0002 | $45.019400 | $-1,197.51 | ||||||
1780-1-0A |
DUCTILE IRON PIPE-8 INCH | FT |
441.00 | 0002 | $34.251800 | $-14,349.77 | ||||||
0130-1-0A |
STORM SEWER PIPE-18 INCH | FT |
319.91 | 0003 | $9.530300 | $-2,896.58 | ||||||
0140-1-0A |
STORM SEWER PIPE-24 INCH | FT |
45.50 | 0003 | $12.816800 | $-554.00 | ||||||
0160-1-0A |
STORM SEWER PIPE-30 INCH | FT |
186.50 | 0003 | $19.774500 | $-3,503.54 | ||||||
1780-1-0A |
DUCTILE IRON PIPE-8 INCH | FT |
15.00 | 0003 | $34.251800 | $-488.09 | ||||||
1800-1-0A |
DUCTILE IRON PIPE-12 INCH | FT |
90.85 | 0003 | $21.094000 | $-1,820.57 | ||||||
1770-1-0A |
DUCTILE IRON PIPE-6 INCH | FT |
2.00 | 0004 | $7.980000 | $-15.17 | ||||||
1780-1-1A |
DUCTILE IRON PIPE-8 INCH | FT |
61.51 | 0004 | $10.750000 | $-628.17 | ||||||
1800-1-1A |
DUCTILE IRON PIPE-12 INCH | FT |
958.88 | 0004 | $24.330000 | $-22,166.88 | ||||||
1800-1-0A |
DUCTILE IRON PIPE-12 INCH | FT |
799.15 | 0004 | $21.094000 | $-16,014.41 | ||||||
0120-1-0A |
STORM SEWER PIPE-15 INCH | FT |
484.00 | 0005 | $7.853300 | $-3,610.93 | ||||||
0130-1-0A |
STORM SEWER PIPE-18 INCH | FT |
200.00 | 0005 | $9.530300 | $-1,810.87 | ||||||
0140-1-0A |
STORM SEWER PIPE-24 INCH | FT |
45.00 | 0005 | $12.816800 | $-547.92 | ||||||
0160-1-0A |
STORM SEWER PIPE-30 INCH | FT |
80.00 | 0005 | $19.774500 | $-1,502.86 | ||||||
1770-1-0A |
DUCTILE IRON PIPE-6 INCH | FT |
2.00 | 0005 | $7.980000 | $-15.17 | ||||||
1780-1-1A |
DUCTILE IRON PIPE-8 INCH | FT |
214.97 | 0005 | $10.750000 | $-2,195.37 | ||||||
1800-1-1A |
DUCTILE IRON PIPE-12 INCH | FT |
1,331.12 | 0005 | $24.330000 | $-30,772.12 | ||||||
1800-1-2A |
DUCTILE IRON PIPE-12 INCH | FT |
32.07 | 0005 | $22.670000 | $-690.82 | ||||||
0160-1-0A |
STORM SEWER PIPE-30 INCH | FT |
67.67 | 0006 | $19.774500 | $-1,271.23 | ||||||
1770-1-0A |
DUCTILE IRON PIPE-6 INCH | FT |
1.00 | 0006 | $7.980000 | $-7.58 | ||||||
1780-1-1A |
DUCTILE IRON PIPE-8 INCH | FT |
26.00 | 0006 | $10.750000 | $-265.52 | ||||||
1790-1-0A |
DUCTILE IRON PIPE-10 INCH | FT |
2.00 | 0006 | $34.980000 | $-66.46 | ||||||
1800-1-2A |
DUCTILE IRON PIPE-12 INCH | FT |
610.00 | 0006 | $22.670000 | $-13,139.94 | ||||||
0120-1-0A |
STORM SEWER PIPE-15 INCH | FT |
166.50 | 0007 | $7.853300 | $-1,242.19 | ||||||
0130-1-0A |
STORM SEWER PIPE-18 INCH | FT |
140.00 | 0007 | $9.530300 | $-1,267.61 | ||||||
0160-1-0A |
STORM SEWER PIPE-30 INCH | FT |
124.00 | 0007 | $19.774500 | $-2,329.43 | ||||||
1780-1-1A |
DUCTILE IRON PIPE-8 INCH | FT |
2.00 | 0007 | $10.750000 | $-20.42 | ||||||
1790-1-0A |
DUCTILE IRON PIPE-10 INCH | FT |
53.00 | 0007 | $34.980000 | $-1,761.15 | ||||||
1800-1-2A |
DUCTILE IRON PIPE-12 INCH | FT |
131.85 | 0007 | $22.670000 | $-2,840.17 | ||||||
0140-1-0A |
STORM SEWER PIPE-24 INCH | FT |
40.00 | 0008 | $12.816800 | $-487.04 | ||||||
1780-1-1A |
DUCTILE IRON PIPE-8 INCH | FT |
14.00 | 0008 | $10.750000 | $-142.97 | ||||||
1800-1-2A |
DUCTILE IRON PIPE-12 INCH | FT |
33.50 | 0008 | $22.670000 | $-721.62 | ||||||
0120-1-0A |
STORM SEWER PIPE-15 INCH | FT |
40.00 | 0009 | $7.853300 | $-298.42 | ||||||
0130-1-1A |
STORM SEWER PIPE-18 INCH | FT |
279.91 | 0009 | $9571.630000 | $-2,518.64 | ||||||
0130-1-0A |
STORM SEWER PIPE-18 INCH | FT |
340.09 | 0009 | $9.530300 | $-3,079.30 | ||||||
0170-1-0A |
STORM SEWER PIPE-36 INCH | FT |
46.17 | 0009 | $28.312400 | $-1,241.83 | ||||||
1770-1-0A |
DUCTILE IRON PIPE-6 INCH | FT |
15.00 | 0009 | $7.980000 | $-113.74 | ||||||
1800-1-2A |
DUCTILE IRON PIPE-12 INCH | FT |
37.00 | 0009 | $22.670000 | $-797.01 | ||||||
0120-1-0A |
STORM SEWER PIPE-15 INCH | FT |
237.00 | 0010 | $7.853300 | $-1,768.16 | ||||||
0130-1-1A |
STORM SEWER PIPE-18 INCH | FT |
319.09 | 0010 | $9571.630000 | $-2,871.19 | ||||||
1780-1-1A |
DUCTILE IRON PIPE-8 INCH | FT |
4.50 | 0010 | $10.750000 | $-45.96 | ||||||
1800-1-2A |
DUCTILE IRON PIPE-12 INCH | FT |
241.10 | 0010 | $22.670000 | $-5,193.51 | ||||||
0170-1-0A |
STORM SEWER PIPE-36 INCH | FT |
12.50 | 0011 | $28.312400 | $-336.21 | ||||||
1800-1-2A |
DUCTILE IRON PIPE-12 INCH | FT |
121.00 | 0011 | $22.670000 | $-2,606.45 | ||||||
1770-1-0A |
DUCTILE IRON PIPE-6 INCH | FT |
35.00 | 0012 | $7.980000 | $-265.40 | ||||||
1780-1-1A |
DUCTILE IRON PIPE-8 INCH | FT |
59.00 | 0012 | $10.750000 | $-602.53 | ||||||
1800-1-2A |
DUCTILE IRON PIPE-12 INCH | FT |
98.00 | 0012 | $22.670000 | $-2,111.01 | ||||||
1780-1-1A |
DUCTILE IRON PIPE-8 INCH | FT |
9.00 | 0014 | $10.750000 | $-91.91 | ||||||
1800-1-2A |
DUCTILE IRON PIPE-12 INCH | FT |
66.00 | 0014 | $22.670000 | $-1,421.70 | ||||||
1780-1-1A |
DUCTILE IRON PIPE-8 INCH | FT |
14.00 | 0015 | $10.750000 | $-142.97 | ||||||
1800-1-2A |
DUCTILE IRON PIPE-12 INCH | FT |
104.00 | 0015 | $22.670000 | $-2,240.25 | ||||||
0120-1-0A |
STORM SEWER PIPE-15 INCH | FT |
484.00 | 0019 | $7.853300 | $-3,610.93 | ||||||
0130-1-1A |
STORM SEWER PIPE-18 INCH | FT |
20.00 | 0019 | $9571.630000 | $-179.96 | ||||||
0140-1-0A |
STORM SEWER PIPE-24 INCH | FT |
19.00 | 0019 | $12.816800 | $-231.34 | ||||||
0160-1-0A |
STORM SEWER PIPE-30 INCH | FT |
322.00 | 0019 | $19.774500 | $-6,049.01 | ||||||
0170-1-0A |
STORM SEWER PIPE-36 INCH | FT |
39.50 | 0019 | $28.312400 | $-1,062.42 | ||||||
0810-1-0A |
FABRIC GEOTEXTILE TYPE IV | SQYD |
74.00 | 0019 | $0.530000 | $-37.26 | ||||||
0110-1-0A |
STORM SEWER PIPE-12 INCH | FT |
234.00 | 0020 | $2153.500000 | $-1,408.01 | ||||||
0120-1-1A |
STORM SEWER PIPE-15 INCH | FT |
486.50 | 0020 | $7847.830000 | $-3,627.07 | ||||||
0120-1-0A |
STORM SEWER PIPE-15 INCH | FT |
28.50 | 0020 | $7.853300 | $-212.63 | ||||||
0130-1-2A |
STORM SEWER PIPE-18 INCH | FT |
151.00 | 0020 | $9517.380000 | $-1,365.26 | ||||||
0130-1-1A |
STORM SEWER PIPE-18 INCH | FT |
381.00 | 0020 | $9571.630000 | $-3,428.26 | ||||||
0140-1-2A |
STORM SEWER PIPE-24 INCH | FT |
141.00 | 0020 | $9464.010000 | $-1,713.11 | ||||||
0140-1-1A |
STORM SEWER PIPE-24 INCH | FT |
640.00 | 0020 | $8168.200000 | $-7,759.79 | ||||||
0140-1-0A |
STORM SEWER PIPE-24 INCH | FT |
389.00 | 0020 | $12.816800 | $-4,736.43 | ||||||
0110-1-0A |
STORM SEWER PIPE-12 INCH | FT |
-162.00 | 0021 | $2153.500000 | $974.77 | ||||||
0120-1-1A |
STORM SEWER PIPE-15 INCH | FT |
358.00 | 0021 | $7847.830000 | $-2,669.05 | ||||||
0130-1-2A |
STORM SEWER PIPE-18 INCH | FT |
182.00 | 0021 | $9517.380000 | $-1,645.55 | ||||||
0140-1-2A |
STORM SEWER PIPE-24 INCH | FT |
224.50 | 0021 | $9464.010000 | $-2,727.62 | ||||||
0160-1-0A |
STORM SEWER PIPE-30 INCH | FT |
16.00 | 0021 | $19.774500 | $-300.57 | ||||||
0180-1-0A |
STORM SEWER PIPE-42 INCH | FT |
8.00 | 0021 | $31.891300 | $-242.37 | ||||||
0110-1-0A |
STORM SEWER PIPE-12 INCH | FT |
23.00 | 0022 | $2153.500000 | $-138.39 | ||||||
0120-1-1A |
STORM SEWER PIPE-15 INCH | FT |
28.00 | 0022 | $7847.830000 | $-208.75 | ||||||
0130-1-2A |
STORM SEWER PIPE-18 INCH | FT |
578.00 | 0022 | $9517.380000 | $-5,225.96 | ||||||
0140-1-2A |
STORM SEWER PIPE-24 INCH | FT |
6.00 | 0022 | $9464.010000 | $-72.90 | ||||||
0170-1-0A |
STORM SEWER PIPE-36 INCH | FT |
8.50 | 0022 | $28.312400 | $-228.62 | ||||||
0810-1-0A |
FABRIC GEOTEXTILE TYPE IV | SQYD |
3,257.65 | 0022 | $0.530000 | $-1,640.23 | ||||||
0110-1-0A |
STORM SEWER PIPE-12 INCH | FT |
62.00 | 0023 | $2153.500000 | $-373.06 | ||||||
0120-1-1A |
STORM SEWER PIPE-15 INCH | FT |
126.00 | 0023 | $7847.830000 | $-939.39 | ||||||
0130-1-2A |
STORM SEWER PIPE-18 INCH | FT |
89.00 | 0023 | $9517.380000 | $-804.69 | ||||||
0810-1-0A |
FABRIC GEOTEXTILE TYPE IV | SQYD |
6,245.00 | 0023 | $0.530000 | $-3,144.36 | ||||||
0110-1-0A |
STORM SEWER PIPE-12 INCH | FT |
133.00 | 0024 | $2153.500000 | $-800.28 | ||||||
0120-1-1A |
STORM SEWER PIPE-15 INCH | FT |
1.50 | 0024 | $7847.830000 | $-11.18 | ||||||
0810-1-0A |
FABRIC GEOTEXTILE TYPE IV | SQYD |
16,227.00 | 0024 | $0.530000 | $-8,170.29 | ||||||
0170-1-0A |
STORM SEWER PIPE-36 INCH | FT |
7.00 | 0025 | $28.312400 | $-188.28 | ||||||
0810-1-0A |
FABRIC GEOTEXTILE TYPE IV | SQYD |
6,078.61 | 0025 | $0.530000 | $-3,060.58 | ||||||
1800-1-2A |
DUCTILE IRON PIPE-12 INCH | FT |
107.48 | 0025 | $22.670000 | $-2,315.21 | ||||||
0140-1-2A |
STORM SEWER PIPE-24 INCH | FT |
14.00 | 0026 | $9464.010000 | $-170.10 | ||||||
0810-1-0A |
FABRIC GEOTEXTILE TYPE IV | SQYD |
7,956.23 | 0026 | $0.530000 | $-4,005.96 | ||||||
1780-1-1A |
DUCTILE IRON PIPE-8 INCH | FT |
8.00 | 0026 | $10.750000 | $-81.70 | ||||||
0110-1-0A |
STORM SEWER PIPE-12 INCH | FT |
17.00 | 0027 | $2153.500000 | $-102.29 | ||||||
0810-1-0A |
FABRIC GEOTEXTILE TYPE IV | SQYD |
2,661.51 | 0027 | $0.530000 | $-1,340.07 | ||||||
0110-1-0A |
STORM SEWER PIPE-12 INCH | FT |
13.00 | 0028 | $2153.500000 | $-78.22 | ||||||
0140-1-2A |
STORM SEWER PIPE-24 INCH | FT |
163.00 | 0028 | $9464.010000 | $-1,980.41 | ||||||
0110-1-0A |
STORM SEWER PIPE-12 INCH | FT |
20.00 | 0029 | $2153.500000 | $-120.34 | ||||||
0140-1-2A |
STORM SEWER PIPE-24 INCH | FT |
100.00 | 0029 | $9464.010000 | $-1,214.97 | ||||||
0150-1-0A |
STORM SEWER PIPE-27 INCH | FT |
69.00 | 0029 | $14.100800 | $-924.31 | ||||||
0140-1-2A |
STORM SEWER PIPE-24 INCH | FT |
5.00 | 0030 | $9464.010000 | $-60.75 | ||||||
0140-12C |
STORM SEWER PIPE-24 INCH | FT |
0.00 | 0068 | $12.149743 | $-1,050.95 | ||||||
0150-10C |
STORM SEWER PIPE-27 INCH | FT |
0.00 | 0068 | $13.395750 | $-147.35 | ||||||
0150-11C |
STORM SEWER PIPE-27 INCH | FT |
0.00 | 0068 | $14.183667 | $-851.02 | ||||||
0160-10C |
STORM SEWER PIPE-30 INCH | FT |
0.00 | 0068 | $18.785756 | $-447.68 | ||||||
0170-10C |
STORM SEWER PIPE-36 INCH | FT |
0.00 | 0068 | $26.896833 | $-1,784.07 | ||||||
1780-11C |
DUCTILE IRON PIPE-8 INCH | FT |
0.00 | 0068 | $10.212436 | $-602.75 | ||||||
| SUBTOT | $0.00 |
|||||||||||