5-E06593 wo 03 D4 Sign List 2026-2027.xlsx
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This is a Sign and Retaining Wall Inspection work order list for WSP USA, Inc., prepared for the 2026-2027 inspection cycle across multiple Pennsylvania counties including Luzerne and Lackawana counties. The document provides detailed specifications for inspecting and maintaining traffic control services for sign structures and retaining walls throughout the designated regions. The inspection scope encompasses multiple asset categories: retaining walls (including concrete cantilever, masonry cantilever, precast cribbing, and concrete gabion types), sign structures (including mono tubes, tube chords, and tube cantilevers), and associated traffic control/access services. The work order identifies specific inspection requirements, critical deficiency assessments, and follow-up reporting obligations for each asset. Sealed bids for these services are due online via PennBid by 12:00 noon on Friday, October 2, 2026, with clarification questions accepted until 12:00 noon on September 25, 2026. WSP USA, Inc. will award the contract to the lowest responsible bidder meeting all bid requirements and budget constraints.
The total project budget is allocated at $110,000.00 for combined sign and wall inspection services. Cost components include individual unit inspection rates ranging from $2,432.57 to $3,360.77 per primary inspection category, travel units at $193.49 per unit, and project management at $319.26 per unit. Additional costs incorporated into the budget include traffic management (3 TMAs at $6,500 per day for three days plus $1,800 mobilization), lift truck services ($3,500.00), contractor-provided Maintenance of Traffic (MPT) services ($21,300.00), mileage reimbursement at $0.725 per mile, lodging at $130.00 per night per crew member, and per diem at $74.00 per day per crew member. The budget currently shows a $39.65 overage against the $110,000.00 allocation. WSP USA, Inc. reserves the right to reject any bids that fail to meet bid requirements or exceed the budgeted project cost, particularly regarding MPT services.
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Table 1
| BRKEY | BMS Number | Sign or Wall Type | Year Built | Wall Use Description | BEGINNING | Sign or Wall Description | Length | Min Height | Max. Height | Area | Avg. Height | Plans | NTM-4, SEI-5, WSP-6 | Last Insp Date | Main Category | Main Cat. Unit Cost | Per 200' Unit Category or Sign Add on | # of Per 200' Unit Walls or Add ons | Total Per 200' Unit Cost | Insp Date | Inspectors | Critical Defic's 0 or 1 | Date District / Owner Notified | Date of POA | Date of Required Followup | Report Written by | Date QC'd | QC'd by | Report Due | Actual Date Submitted to EDMS | Date Transm'l Sent | Invoice Number | Rating Cat. | Add on Units | Add on Units | Add on Units | Add on Units | Sign or Wall Inspection Cost | Traffic Control/ Access | Total Sign or Wall Inspection Cost | |||||||||
| LATITUDE | LONGITUDE | Unit Type | No. Units | Total for this Add on Unit | Unit Type | No. Units | Total for this Add on Unit | Unit Type | No. Units | Total for this Add on Unit | Unit Type | No. Units | Total for this Add on Unit | ||||||||||||||||||||||||||||||||||||
| Luzerne County | Luzerne County | ||||||||||||||||||||||||||||||||||||||||||||||||
| 49757 | 40 0011 0440 0560 | RETAINING WALL | 1910 | Rdwy | 411323.90 | 755854.34 | CONCRETE CANTILEVER WALL | 315 | 25 | 25 | Photo | 6 | 03/26/15 | W3 | $3,105.36 | WB | 1 | $1,514.12 | N/A | $0.00 | N/A | $0.00 | TRAV | 5 | $967.45 | N/A | $0.00 | $5,586.93 | No | $5,586.93 | |||||||||||||||||||
| 49688 | 40 1021 0070 0323 | RETAINING WALL | 1940 | Rdwy | 411957.20 | 755125.51 | CONCRETE CANTILEVER WALL | 445 | 6 | 3 | Photo | 6 | 01/13/26 | W1 | $2,432.57 | WA | 2 | $2,319.40 | N/A | $0.00 | N/A | $0.00 | R | 5 | $976.45 | N/A | $0.00 | $5,728.42 | NO | $5,728.42 | |||||||||||||||||||
| 49458 | 40 1021 0090 0001 | RETAINING WALL | 1930 | Rdwy | 411957.18 | 755125.48 | MASONRY CANTILEVER WALL | 1459 | 0 | 11 | Photo | 6 | 01/13/26 | W2 | $2,591.76 | WA | 7 | $8,117.90 | N/A | $0.00 | N/A | $0.00 | R | 6 | $1,171.74 | N/A | $0.00 | $11,881.40 | NO | $11,881.40 | |||||||||||||||||||
| 71536 | 40 0011 0200 1430 | Reinforced Concrete Retaining Wall | 1960 | Rdwy | 410858.05 | 760903.29 | CONCRETE CANTILEVER WALL | 55 | ? | 10 | Nothing | 6 | 03/18/26 | W2 | $2,591.76 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | TRAV | 5 | $967.45 | N/A | $0.00 | $3,559.21 | NO | $3,559.21 |
| Wall Bull Pen | Wall Bull Pen | Wall Bull Pen | |||||||||||||||||||||||||||||||||||||
| 49606 | 40 0080 2504 0000 | RETAINING WALL | 1980 | Embankment | 410045.55 | 761003.30 | PRECAST CRIBBING | 767 | 0 | 5 | Photo | 6 | 05/30/17 | W1 | $2,432.57 | WA | 4 | $4,638.80 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | $7,071.37 | Routine Required. Length shortened due to recent highway work on I-80 | 36.0 | 12.0 | 24.0 | 0.0 | 0 | 0.0 | 0.0 | T | 60 | ||
| 49439 | 40 0239 0210 0000 | RETAINING WALL | 2000 | Rdwy | 410922.62 | 760916.90 | CONCRETE GABION WALL | 513 | 8 | 12 | Photo | 6 | 03/26/15 | W2 | $2,591.76 | WA | 3 | $3,479.10 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | $6,070.86 | Initial required | 31.0 | 13.0 | 18.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | ||
| 49450 | 40 0092 0040 1029 | RETAINING WALL | 1930 | Embankment | 412050.42 | 754805.71 | CONCRETE CANTILEVER WALL | 500 | 0 | 15 | Photo | 6 | 05/20/19 | W2 | $2,591.76 | WA | 2 | $2,319.40 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | $4,911.16 | Routine Required | 25.0 | 13.0 | 12.0 | 0.0 | 0 | 0.0 | 0.0 | T | 60 | ||
| 49222 | 63 0006 0110 0450 | PRECAST CRIBWALL | 1960 | Embankment | 413531.76 | 752220.98 | PRECAST CRIBBING | 100 | 5 | 5 | Photo | 6 | 03/26/15 | W1 | $2,432.57 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | $2,432.57 | Initial required. Conc cribbing 100', adj north PC concrete blocks 125' consider adding (built between 2015 and 2020!! | 12.0 | 12.0 | 0.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | |||
| 49211 | 51 2001 0010 2260 | CONCRETE RW | 2012 | Rdwy | 410555.50 | 750013.49 | CONCRETE CANTILEVER WALL | 130 | 3 | 10 | Photo | 6 | 03/26/15 | W2 | $2,591.76 | WA | 1 | $1,159.70 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | $3,751.46 | Initial required | 19.0 | 13.0 | 6.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | ||
| 69144 | 51 1005 0170 2090 | Twin Lakes Rd Ret. Wall | 2008 | Rdwy | 412735.50 | 745456.93 | PRECAST CANTILEVER WALL | 191 | 3 | 12? | ROW | 6 | 06/13/22 | W2 | $2,591.76 | WA | 1 | $1,159.70 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | $3,751.46 | Initial required | 19.0 | 13.0 | 6.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | ||
| 6 | PM | 6.00 | $1,915.56 | $1,915.56 | $1,915.56 | 137.0 | 6.9 |
| Sign Structure Inspection - Lackawana County | Sign Structure Inspection - Lackawana County | ||||||||||||||||||||||||||||||||||
| 57382 | 35 0084 0010 0050 | Mono Tube | 2026 | Can't find in Google Earth | S-38409 | 6 | N/A | O1 | $3,360.77 | OA | 1 | $646.08 | N/A | $0.00 | N/A | $0.00 | TRAV | 4.0 | $773.96 | N/A | $0.00 | $4,780.81 | $4,780.81 | Initial required | 24.0 | 17.0 | 3.0 | 0.0 | 0 | 4.0 | 0.0 | Z | 24 | ||
| 71567 | 35 8024 0260 1273 | 4 Tube Chord | 1997 | 412506.79 | 753638.72 | 6 | N/A | O1 | $3,360.77 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | TRAV | $0.00 | N/A | $0.00 | $3,360.77 | $3,360.77 | Initial required | 17.0 | 17.0 | 0.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | ||||
| 42778 | 35 0081 1880 0423 | 2 Tube Cantilever | 1995 | 412545.56 | 753706.80 | None | 6 | 05/11/16 | C1 | $2,662.19 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | TRAV | $0.00 | N/A | $0.00 | $2,662.19 | $2,662.19 | 13.0 | 13.0 | 0.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | ||||
| 42809 | 35 0347 0020 1460 | 2 Tube Cantilever | 1995 | 412553.13 | 753719.32 | None | 6 | 04/27/17 | C1 | $2,662.19 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | TRAV | $0.00 | N/A | $0.00 | $2,662.19 | $2,662.19 | 13.0 | 13.0 | 0.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | ||||
| Luzerne County | Luzerne County | ||||||||||||||||||||||||||||||||||
| 23695 | 40 0081 1505 2164 | 4 Tube Chord | 1990 | 410243.99 | 760050.71 | No Number | 6 | 06/05/19 | O1 | $3,360.77 | OA | 1 | $646.08 | N/A | $0.00 | N/A | $0.00 | TRAV | 4.5 | $870.71 | N/A | $0.00 | $4,877.56 | $4,877.56 | 1 - OA for cat "C" alternate lanes | 24.5 | 17.0 | 3.0 | 0.0 | 0 | 4.5 | 0.0 | Z | 24 | |
| 23700 | 40 0081 1510 1030 | 4 Tube Chord | 1990 | 410256.55 | 760039.08 | No Number | 6 | 06/06/19 | O1 | $3,360.77 | OA | 1 | $646.08 | N/A | $0.00 | N/A | $0.00 | TRAV | $0.00 | N/A | $0.00 | $4,006.85 | $4,006.85 | 1 - OA for cat "C" alternate lanes | 20.0 | 17.0 | 3.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | ||
| 23697 | 40 0081 1511 1531 | 4 Tube Chord | 1990 | 410259.89 | 760037.50 | No Number | 6 | 06/05/19 | O1 | $3,360.77 | OA | 1 | $646.08 | N/A | $0.00 | N/A | $0.00 | TRAV | $0.00 | N/A | $0.00 | $4,006.85 | $4,006.85 | 1 - OA for cat "C" alternate lanes | 20.0 | 17.0 | 3.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | ||
| 23705 | 40 0081 1521 1135 | 4 Tube Chord | 1965 | 410331.42 | 755946.92 | None | 6 | 06/05/19 | O1 | $3,360.77 | OA | 1 | $646.08 | N/A | $0.00 | N/A | $0.00 | TRAV | $0.00 | N/A | $0.00 | $4,006.85 | $4,006.85 | 20.0 | 17.0 | 3.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | |||
| 53496 | 40 0081 1760 0811 | 2 Tube Cantilever | 2016 | 411849.20 | 754518.50 | S-32432 | 6 | N/A | C1 | $2,662.19 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | TRAV | 4.5 | $870.71 | N/A | $0.00 | $3,532.90 | $3,532.90 | Initial required | 17.5 | 13.0 | 0.0 | 0.0 | 0 | 4.5 | 0.0 | Z | 24 | ||
| 23730 | 40 0081 1640 2270 | 4 Tube Chord | 1967 | 411209.62 | 755415.70 | No Number | 6 | 06/04/19 | O1 | $3,360.77 | OA | 1 | $646.08 | N/A | $0.00 | N/A | $0.00 | TRAV | $0.00 | N/A | $0.00 | $4,006.85 | $4,006.85 | 1 - OA for cat "C" alternate lanes | 20.0 | 17.0 | 3.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | ||
| 23733 | 40 0081 1644 1300 | 4 Tube Chord | 1967 | 411221.20 | 755359.80 | None | 6 | 06/04/19 | O1 | $3,360.77 | OA | 1 | $646.08 | N/A | $0.00 | N/A | $0.00 | TRAV | $0.00 | N/A | $0.00 | $4,006.85 | $4,006.85 | 1 - OA for cat "C" alternate lanes | 20.0 | 17.0 | 3.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | ||
| 23762 | 40 0081 1755 1296 | 4 Tube Chord | 1985 | 411845.03 | 754523.99 | None | 6 | 06/03/19 | O1 | $3,360.77 | OA | 1 | $646.08 | N/A | $0.00 | N/A | $0.00 | TRAV | $0.00 | N/A | $0.00 | $4,006.85 | $4,006.85 | 1 - OA for cat "C" alternate lanes | 20.0 | 17.0 | 3.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | ||
| 23763 | 40 0081 1755 2353 | 4 Tube Chord | 1985 | 411845.03 | 754523.99 | None | 6 | 06/03/19 | O1 | $3,360.77 | OA | 1 | $646.08 | N/A | $0.00 | N/A | $0.00 | TRAV | $0.00 | TRAV | $0.00 | $4,006.85 | $4,006.85 | 1 - OA for cat "C" alternate lanes | 20.0 | 17.0 | 3.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 |
| Sign Bull Pen | Sign Bull Pen | ||||||||||||||||||||||||||||||||||
| 42776 | 35 0081 1851 2615 | 4 Tube Chord | 1995 | 412414.53 | 753801.00 | Sketch | 6 | 05/09/16 | O1 | $3,360.77 | OA | 1 | $646.08 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | $4,006.85 | 1 - OA for cat "C" alternate lanes | 20.0 | 17.0 | 3.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | |||
| 40748 | 35 0081 1854 0111 | 4 Tube Chord | 1998 | 412415.44 | 753758.56 | None | 6 | 05/18/16 | O1 | $3,360.77 | OA | 1 | $646.08 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | $4,006.85 | 1 - OA for cat "C" alternate lanes | 20.0 | 17.0 | 3.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | |||
| 23693 | 40 0081 1494 1560 | 4 Tube Chord | 1965 | 410147.74 | 760039.61 | No Number | 6 | 06/06/19 | O1 | $3,360.77 | OA | 1 | $646.08 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | $4,006.85 | 20.0 | 17.0 | 3.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | ||||
| 23696 | 40 0081 1504 1350 | 4 Tube Chord | 1990 | 410236.42 | 760051.78 | No Number | 6 | 06/06/19 | O1 | $3,360.77 | OA | 1 | $646.08 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | $4,006.85 | 1 - OA for cat "C" alternate lanes | 20.0 | 17.0 | 3.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | |||
| 53496 | 40 0081 1760 0811 | 2 Tube Cantilever | 2016 | 411849.20 | 754518.50 | S-32432 | 6 | N/A | C1 | $2,662.19 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | TRAV | $0.00 | N/A | $0.00 | $2,662.19 | Initial required | 13.0 | 13.0 | 0.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | ||||
| 42780 | 35 0081 1955 1114 | 4 Tube Chord | 1995 | 413032.34 | 754015.44 | VMS | None | 6 | 05/10/16 | O1 | $3,360.77 | OA | 1 | $646.08 | N/A | $0.00 | N/A | $0.00 | TRAV | $0.00 | N/A | $0.00 | $4,006.85 | 20.0 | 17.0 | 3.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | |||
| 23734 | 40 0081 1644 2340 | 4 Tube Chord | 1967 | 411228.40 | 755349.90 | None | 6 | 06/04/19 | O1 | $3,360.77 | OA | 1 | $646.08 | N/A | $0.00 | N/A | $0.00 | TRAV | $0.00 | N/A | $0.00 | $4,006.85 | $4,006.85 | 1 - OA for cat "C" alternate lanes | 20.0 | 17.0 | 3.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | ||
| 42762 | 35 0011 0212 1098 | 2 Tube Cantilever | 1995 | 412447.26 | 753955.58 | PCS inspected already | None | 6 | 12/17/25 | C1 | $2,662.19 | CA | 1 | $403.54 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | $3,065.73 | Due 12/17/2031 | 15.0 | 13.0 | 2.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | ||
| 42763 | 35 0011 0225 1963 | 2 Tube Cantilever | 1995 | 412507.88 | 754014.55 | PCS inspected already | None | 6 | 12/17/25 | C1 | $2,662.19 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | $2,662.19 | Due 12/17/2031 | 13.0 | 13.0 | 0.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | |||
| 42764 | 35 0011 0234 0194 | 2 Tube Cantilever | 1995 | 412512.80 | 754014.10 | PCS inspected already | None | 6 | 05/26/15 | C1 | $2,662.19 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | $2,662.19 | Due 12/17/2031 | 13.0 | 13.0 | 0.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | |||
| 42765 | 35 0011 0234 1457 | 2 Tube Cantilever | 1995 | 412524.97 | 754015.09 | PCS inspected already | None | 6 | 05/26/15 | C1 | $2,662.19 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | $2,662.19 | Due 12/17/2031 | 13.0 | 13.0 | 0.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | |||
| 42766 | 35 0011 0235 0808 | 2 Tube Cantilever | 1995 | 412517.62 | 754016.04 | PCS inspected already | None | 6 | 05/26/15 | C1 | $2,662.19 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | $2,662.19 | Due 12/17/2031 | 13.0 | 13.0 | 0.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | |||
| 42769 | 35 0011 0311 0276 | 4 Tube Chord | 1995 | 412728.00 | 753953.40 | PCS inspected already | None | 6 | 05/27/15 | O1 | $3,360.77 | OA | 1 | $646.08 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | $4,006.85 | 1 - OA for cat "C" alternate lanes (inspect outside lanes) Due date 12/17/2031 | 20.0 | 17.0 | 3.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | ||
| 42801 | 40 0081 1490 2060 | 4 Tube Chord | 2000 | 410127.20 | 760035.44 | PCS inspected already | None | 6 | 05/19/15 | O1 | $3,360.77 | OA | 1 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | N/A | $0.00 | $3,360.77 | Due 1/8/32 | 20.0 | 17.0 | 3.0 | 0.0 | 0 | 0.0 | 0.0 | Z | 24 | |||
| 6 | PM | 12.00 | $3,831.12 | $3,831.12 | $3,831.12 | 249.0 | 12.5 |
| Walls | |||||||
| Category | No Units | WSP WALL COST | |||||
| W1 | 1 | Wall Inspec. | MPT/etc. | Total Wall Cost | |||
| W2 | 2 | $26,755.96 | $28,671.52 | Contractor MPT added in case District cannot provide MPT. | |||
| W3 | 1 | 10.00 | $362.50 | Mileage = | $324.85 | 445 miles (0.725 cents per mile) | |
| WA | 9 | Tolls = | |||||
| WB | 1 | Lodging = | $520.00 | 2 night x 2 man crew x ($117.00 GSA + Tax/Fees =$130.00) | |||
| R | 11 | Per Diem = | $444.00 | 3 days x 2 man crew x ($74.00 GSA max) | |||
| TRAV | 10 | Subtotal "Other Cost" | $1,288.85 | ||||
| PM | 6 | $29,960.37 | without MPT Cost | ||||
| $29,960.37 | Sub Total for Walls |
| Signs | |||||||||
| Category | No Units | WSP SIGN COST | |||||||
| C1 | 3 | Sign InspectionCost | |||||||
| O1 | 10 | $53,755.48 | Contractor MPT added in case District cannot provide MPT. | ||||||
| OA | 9 | 13.00 | $474.50 | Mileage = | $474.50 | 650 miles (0.73 cents per mile) | |||
| PM | 12 | Tolls = | $0.00 | ||||||
| TRAV | 13 | Lodging = | $560.00 | 2 night x 2 man crew x ($117.00 GSA + Tax/Fees =$140.00) | |||||
| Per Diem = | $410.00 | 3 days x 2 man crew x ($74.00 GSA max) | |||||||
| $1,444.50 | Subtotal "Other Cost" | ||||||||
| $55,199.98 | without MPT Cost | ||||||||
| Lift Truck Cost = | $3,500.00 | using Sofis + 10% | |||||||
| MPT Cost = | $21,300.00 | 3 TMA @ $6,500 x 3 Days $1,800 mobilization | 1 TMA / Day | $2,200 | |||||
| $79,999.98 | Sub Total for Signs | 3 TMA / Day | $6,500 | ||||||
| 5 TMA / Day | $10,800 | ||||||||
| $110,000.00 | Dollars allotted for combined sign & Walls | Mobilization | $1,800 | ||||||
| ($39.65) | Overage + / Under (-) |
&"Arial,Bold"&12ECMS No. E06593, W.O. #XX &"Arial,Bold"&12D4 Sign & Retaining Wall Inspection &"Arial,Bold"&12&G
&"-,Regular"Page &P of &N Printed: &D
Unit Cost
| Cat. | Descr | Task No. | NTM Cost per Unit | SEI Cost per Unit | WSP Cost per Unit | Hours per Unit | ECMS order |
| C1 | 1.1 C1 - Cantilever inspection over 1 lane | 1.1 | $2,487.32 | 2417.02 | $2,662.19 | 13 | 1 |
| CA | 1.2 CA - Cantilever add on per additional lane | 1.2 | $374.09 | 376.92 | $403.54 | 2 | 2 |
| N | 1.14 N - Noise Wall, first 100ft length inspected | 1.14 | $3,409.12 | $3,337.24 | $3,423.68 | 18.0 | 12 |
| N/A | Not Applicable "Place Holder" | 0.0 | |||||
| NA | 1.15 NA - Noise Wall, add on for each additional 200ft length | 1.15 | $1,486.58 | $1,489.20 | $1,478.01 | 8.0 | 13 |
| O1 | 1.3 O1 - Overhead Inspection over 2 or less lanes | 1.3 | $3,247.55 | 3174.2 | $3,360.77 | 17 | 3 |
| OA | 1.4 OA - Overhead add on per additional lane | 1.4 | $564.77 | 558.03 | $646.08 | 3 | 4 |
| PM | 1.19 Project Management | 1.19 | $286.65 | $281.73 | $319.26 | 1 | 16 |
| R | 1.17 R - Additional Inspection and Analysis - As-Directed Hours | 1.17 | $193.09 | $197.47 | $195.29 | 1 | 14 |
| RR.AO | 1.20 Railroad Coordination Add On | 1.20 | $201.62 | $268.04 | $229.67 | 1 | 17 |
| RR.BU | 1.21 Railroad Coordination Base Unit | 1.21 | $1,277.25 | $1,391.47 | $1,377.67 | 6 | 18 |
| T | 1.5 T - Inspection of additional Tower/Column | 1.5 | $921.80 | 932.24 | $1,034.84 | 5 | 5 |
| TRAV | 1.18 Travel Unit | 1.18 | $187.04 | $197.47 | $193.49 | 1 | 15 |
| W1 | 1.8 W1 - Retaining Wall, Wall height <=8ft, first 100ft length inspected | 1.8 | $2,325.76 | $2,286.72 | $2,432.57 | 12 | 6 |
| W2 | 1.9 W2 - Retaining Wall, 8ft < Wall height <=16ft, first 100ft length inspected | 1.9 | $2,487.32 | $2,467.84 | $2,591.76 | 13 | 7 |
| W3 | 1.11 W3 - Retaining Wall, 16ft < Wall height <=30ft, first 100ft length inspected | 1.11 | $3,039.86 | $2,993.11 | $3,105.36 | 16 | 9 |
| W4 | 1.12 W4 - Retaining Wall, Wall height > 30ft, first 100ft length inspected | 1.12 | $3,604.62 | $3,629.26 | $3,618.97 | 19 | 10 |
| WA | 1.10 WA - Retaining Wall, Wall height <=16ft, add on for each additional 200ft length | 1.10 | $1,129.51 | $1,129.71 | $1,159.70 | 6 | 8 |
| WB | 1.13 WB - Retaining Wall, Wall height >16ft , add on for each additional 200ft length | 1.13 | $1,486.58 | $1,503.90 | $1,514.12 | 8 | 11 |
Unit Cost ECM
| Cat. | Descr | Task No. | NTM Cost per Unit | SEI Cost per Unit | WSP Cost per Unit | Hours per Unit | ECMS order |
| C1 | 1.1 C1 - Cantilever inspection over 1 lane | 1.1 | $2,487.32 | 2417.02 | $2,662.19 | 13 | 1 |
| CA | 1.2 CA - Cantilever add on per additional lane | 1.2 | $374.09 | 376.92 | $403.54 | 2 | 2 |
| O1 | 1.3 O1 - Overhead Inspection over 2 or less lanes | 1.3 | $3,247.55 | 3174.2 | $3,360.77 | 17 | 3 |
| OA | 1.4 OA - Overhead add on per additional lane | 1.4 | $564.77 | 558.03 | $646.08 | 3 | 4 |
| T | 1.5 T - Inspection of additional Tower/Column | 1.5 | $921.80 | 932.24 | $1,034.84 | 5 | 5 |
| W1 | 1.8 W1 - Retaining Wall, Wall height <=8ft, first 100ft length inspected | 1.8 | $2,325.76 | $2,286.72 | $2,432.57 | 12 | 6 |
| W2 | 1.9 W2 - Retaining Wall, 8ft < Wall height <=16ft, first 100ft length inspected | 1.9 | $2,487.32 | $2,467.84 | $2,591.76 | 13 | 7 |
| WA | 1.10 WA - Retaining Wall, Wall height <=16ft, add on for each additional 200ft length | 1.10 | $1,129.51 | $1,129.71 | $1,159.70 | 6 | 8 |
| W3 | 1.11 W3 - Retaining Wall, 16ft < Wall height <=30ft, first 100ft length inspected | 1.11 | $3,039.86 | $2,993.11 | $3,105.36 | 16 | 9 |
| W4 | 1.12 W4 - Retaining Wall, Wall height > 30ft, first 100ft length inspected | 1.12 | $3,604.62 | $3,629.26 | $3,618.97 | 19 | 10 |
| WB | 1.13 WB - Retaining Wall, Wall height >16ft , add on for each additional 200ft length | 1.13 | $1,486.58 | $1,503.90 | $1,514.12 | 8 | 11 |
| N | 1.14 N - Noise Wall, first 100ft length inspected | 1.14 | $3,409.12 | $3,337.24 | $3,423.68 | 18.0 | 12 |
| NA | 1.15 NA - Noise Wall, add on for each additional 200ft length | 1.15 | $1,486.58 | $1,489.20 | $1,478.01 | 8.0 | 13 |
| R | 1.17 R - Additional Inspection and Analysis - As-Directed Hours | 1.17 | $193.09 | $197.47 | $195.29 | 1 | 14 |
| TRAV | 1.18 Travel Unit | 1.18 | $187.04 | $197.47 | $193.49 | 1 | 15 |
| PM | 1.19 Project Management | 1.19 | $286.65 | $281.73 | $319.26 | 1 | 16 |
| RR.AO | 1.20 Railroad Coordination Add On | 1.20 | $201.62 | $268.04 | $229.67 | 1 | 17 |
| RR.BU | 1.21 Railroad Coordination Base Unit | 1.21 | $1,277.25 | $1,391.47 | $1,377.67 | 6 | 18 |
| N/A | Not Applicable "Place Holder" | 0.0 |
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