33-44955915801-ESTIMATES-QUANTITIES.pdf
PDF 189 KB Posted
- Solicitation number
- TRN2132636C1
- Issued by
- Broward County, Florida
About this file
This is an Estimated Quantities Report prepared by WGI, Inc. for the City of Coral Springs, Florida in coordination with Broward County Highway Construction and Engineering Division (HCED) and the Florida Department of Transportation (FDOT). The project, titled "Pedestrian Safety Improvement, from East University Drive to Riverside Drive," encompasses roadway widening, milling and resurfacing, construction of raised curb medians, sidewalk replacement, ADA curb ramp upgrades, signage and pavement marking upgrades, pedestrian crossing signal upgrades, and mast arm installation along Royal Palm Boulevard. The report documents comprehensive estimated quantities across multiple construction phases (I through IV) with a total construction duration of approximately 250 days. Key work items include temporary traffic control measures totaling 31,100 channelizing devices and 6,050 work zone signs; clearing, grubbing and removal operations including 6 tree removals and 1,101 square yards of concrete removal; earthwork consisting of 154.11 cubic yards of regular excavation and 490.54 cubic yards of embankment; drainage and pavement work including approximately 10,000 square yards of milling and asphalt paving across multiple locations; and erosion control measures such as sediment barriers and inlet protection systems distributed throughout the project corridor.
The estimated quantities reflect work distributed across three primary alignments: Royal Palm Boulevard, Riverside Drive, and NW 89th Drive, with detailed specifications for each pay item including materials, equipment requirements, and construction staging. The project is funded through Federal Highway Administration (FHWA) appropriations via the State of Florida Department of Transportation and Broward County Transportation Surtax Funds. County and State licensing and bonding requirements apply to all vendors submitting proposals. All solicitation responses must be submitted electronically through BPRO with a Submission Receipt required, and vendors are required to review the complete solicitation documentation beyond this summary to ensure compliance with all requirements, including questions and clarifications submitted through the specified BPRO timeframe.
View the file
Other files
Show 40 more
Latest 50 of 198 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
This item has been digitally signed and sealed by:
on the date adjacent to the seal.
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
WGI, Inc.
11410 NW 20th Street, Suite 101
Miami, FL 33172
Josue A. Menendez, P.E. No. 86757
ESTIMATED QUANTITIES REPORT
3. Match the pay item numbers and quantities in Designer Interface for AASHTOWare Project Preconstruction™.
Financial Project ID: 449559-1-58-01
Contract Number: CAL73
Project Description: Pedestrian Safety Improvement, from East Unitversity Drive to Riverside Drive
The estimated quantities contained in this document:
1. Were developed in compliance with Florida Department of Transportation procedures, processes, and requirements.
2. Contain no known errors or omissions.
7/27/2026 7:53:08 AM Page 1 of 51
Summary of Lump Sum Items
Quantity Total QuantityPay Item
Number Pay Item Description
Units of
Measure P F P F Design Notes Construction Remarks
0101 1 MOBILIZATION LS 1 1
0108 1 MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT
MONITORING
LS 1 1 See General Notes For Locations
0108 2 MONITOR EXISTING STRUCTURES- VIBRATION MONITORING LS 1 1 See General Notes For Locations
7/27/2026 7:53:08 AM Page 2 of 51
Summary of Temporary Traffic Control Plan Items
Quantity Total Quantity Secondary Quantity Location Pay Item
Number Pay Item Description
Units of
Measure
Number
Required
Duration
(Days) P F P F Units P F Const.
Phase
Design Notes Construction Remarks
0102 1 MAINTENANCE OF TRAFFIC LS 1 1 DA 250 250 DAYS OF
CONSTRUCTION
0102 14 TRAFFIC CONTROL OFFICER HR 56 248 I 14 APPROACH LANES
x 1 LIFT x 4 HRS
(ROYAL PALM BLVD
AND RIVERSIDE DR
INTERSECTION)
56 II 14 APPROACH LANES
x 1 LIFT x 4 HRS
(ROYAL PALM BLVD
AND RIVERSIDE DR
INTERSECTION)
68 III 17 APPROACH LANES
x 1 LIFT x 4 HRS
(ROYAL PALM BLVD
AND RIVERSIDE DR
INTERSECTION)
68 IV 17 APPROACH LANES
x 1 LIFT x 4 HRS
(ROYAL PALM BLVD
AND RIVERSIDE DR
INTERSECTION)
0102 60 WORK ZONE SIGN ED 29 100 2900 6050 I
23 50 1150 II
20 50 1000 III
20 50 1000 IV
0102 71 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 1660.0 1660 IV 200 LF RELOCATED
FROM PHASE I
0102 71 23 TEMPORARY BARRIER, RELOCATE, LOW PROFILE
CONCRETE
LF 200.0 200 I
0102 74 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR
LCD
ED 86 100 8600 31100 I
86 50 4300 II
182 50 9100 III
182 50 9100 IV
0102 76 ARROW BOARD / ADVANCE WARNING ARROW PANEL ED 4 100 400 1000 I
7/27/2026 7:53:08 AM Page 3 of 51
Summary of Temporary Traffic Control Plan Items
Pay Item
Number Pay Item Description
Units of
Measure
Number
Required
Duration
(Days) P F P F Units P F Const.
Phase
Design Notes Construction Remarks
4 50 200 II
4 50 200 III
4 50 200 IV
0102 99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 2 114 228 528 I INCLUDES 14 DAYS
PRIOR TO
CONSTRUCTION
2 50 100 II
2 50 100 III
2 50 100 IV
0102 115 TYPE III BARRICADE ED 12 100 1200 2600 I
12 50 600 II
8 50 400 III
8 50 400 IV
0706 1 3 RAISED PAVEMENT MARKER, TYPE B EA 18 36 I
18 II
11201
PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW,
SOLID, 6"
GM 0.1326 0.265 I
0.1326 II
7/27/2026 7:53:08 AM Page 4 of 51
Summary of Special Detours
Pay Item
Number Pay Item Description
Units of
Measure Length (FT) Width (FT)
P F P F Units P F Const.
Phase Alignment
Begin
Station
End
Station Side
Element
ID
Design Notes Construction
Remarks
0102 4 1 PEDESTRIAN OR BICYCLE SPECIAL
DETOUR
LS 1 1 SY 17.1 IV BL_RYLPLMBLVD 23+28.00 23+36.99 RT 24805 46 Total SY
14.5 IV BL_RYLPLMBLVD 32+99.15 33+08.16 LT 24807
15.0 IV BL_RYLPLMBLVD 34+59.03 34+68.02 LT 24810
7/27/2026 7:53:08 AM Page 5 of 51
Summary of Pedestrian Longitudinal Channelizing Devices
Quantity Total Quantity Location Pay Item
Number Pay Item Description
Units of
Measure
Duration
(Days)
Length
(FT) P F P F
Const.
Phase Alignment
Begin
Station
End
Station Side
Element
ID
Design Notes Construction
Remarks
0102 74 8 CHANNELIZING DEVICE- PEDESTRIAN LCD
(LONGITUDINAL CHANNELIZING DEVICE)
FD 20 6 120 19718 I BL_NW89DR 12+81.88 12+81.89 RT 8450
20 6 120 I BL_RIVERSD-DR 11+88.49 11+88.50 LT 8443
20 6 120 I BL_RIVERSD-DR 12+58.66 12+63.01 RT 11703
20 6 120 I BL_RIVERSD-DR 14+10.46 14+10.47 RT 8448
20 6 120 I BL_RIVERSD-DR 17+55.38 17+61.38 LT 8446
20 6 120 I BL_RIVERSD-DR 18+38.78 18+43.28 LT 8444
20 6 120 I BL_RYLPLMBLVD 27+11.89 27+11.89 RT 8439
20 6 120 I BL_RYLPLMBLVD 54+29.61 54+29.61 RT 8442
20 6 120 I BL_RYLPLMBLVD 54+39.89 54+39.89 LT 8445
20 6 120 I BL_RYLPLMBLVD 56+33.16 56+33.31 RT 11704
20 6 120 I BL_RYLPLMBLVD 58+05.64 58+05.78 LT 8449
20 6 120 II BL_RIVERSD-DR 14+45.82 14+45.83 RT 8522
20 6 120 II BL_RIVERSD-DR 14+97.88 14+97.89 RT 8921
20 6 120 II BL_RYLPLMBLVD 25+74.76 25+74.76 RT 8516
20 6 120 II BL_RYLPLMBLVD 26+88.33 26+88.33 RT 8920
20 24.9 498 IV BL_RYLPLMBLVD 21+07.12 21+07.14 RT 24080
20 125.2 2504 IV BL_RYLPLMBLVD 21+07.14 22+32.35 RT 24078
20 24.8 496 IV BL_RYLPLMBLVD 21+12.12 21+12.14 RT 24079
20 120.2 2404 IV BL_RYLPLMBLVD 21+12.14 22+32.35 RT 24075
20 6 120 IV BL_RYLPLMBLVD 22+32.36 22+32.36 RT 24081
20 65 1300 IV BL_RYLPLMBLVD 22+65.02 23+30.00 RT 24083
20 70 1400 IV BL_RYLPLMBLVD 22+65.02 23+35.00 RT 24082
20 20.5 410 IV BL_RYLPLMBLVD 23+30.00 23+30.01 RT 24076
20 24.2 484 IV BL_RYLPLMBLVD 23+34.97 23+35.00 RT 24077
20 23.5 470 IV BL_RYLPLMBLVD 33+01.15 33+01.15 LT 24071
20 5 100 IV BL_RYLPLMBLVD 33+01.15 33+06.15 LT 24068
20 159.9 3198 IV BL_RYLPLMBLVD 33+06.15 34+66.02 LT 24067
20 23.5 470 IV BL_RYLPLMBLVD 33+06.16 33+06.16 LT 23663
20 154.9 3098 IV BL_RYLPLMBLVD 33+06.16 34+61.03 LT 24063
20 24.1 482 IV BL_RYLPLMBLVD 34+61.03 34+61.06 LT 24064
20 24.2 484 IV BL_RYLPLMBLVD 34+66.02 34+66.02 LT 24070
7/27/2026 7:53:08 AM Page 6 of 51
Summary of Pedestrian Longitudinal Channelizing Devices
Pay Item
Number Pay Item Description
Units of
Measure
Duration
(Days)
Length
(FT) P F P F
Const.
Phase Alignment
Begin
Station
End
Station Side
Element
ID
Design Notes Construction
Remarks
7/27/2026 7:53:08 AM Page 7 of 51
Summary of Temporary Signalization and Detection
Pay Item
Number Pay Item Description
Units of
Measure
Existing (E) or
Temp/New
(T)
Number
Required
Duration
(Days) P F P F Const.
Phase
Design Notes Construction Remarks
102104 TEMPORARY SIGNALIZATION AND MAINTENANCE,
INTERSECTION
ED E 1 250 250 250 ALL
0102107 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE,
INTERSECTION
ED E 1 250 250 250 ALL
7/27/2026 7:53:08 AM Page 8 of 51
Summary of Erosion Control and Sediment Control Devices
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
0104 10 3 Sediment Barrier LF 347.5 6328 BL_NW89DR 9+52.35 12+99.88 RT 21274
347.5 BL_NW89DR 9+52.47 13+00.00 LT 21281
310.7 BL_NW89DR 14+30.85 17+56.01 RT 21389
120.1 BL_NW89DR 14+31.13 15+17.82 LT 21385
226.2 BL_NW89DR 15+61.42 17+56.01 LT 21391
88.7 BL_RIVERSD-DR 11+90.11 12+64.37 RT 21379
95.3 BL_RIVERSD-DR 11+90.11 12+71.06 LT 21380
613.9 BL_RIVERSD-DR 13+77.38 18+99.93 RT 21372
367.1 BL_RIVERSD-DR 14+02.07 17+54.90 LT 21370
79.4 BL_RIVERSD-DR 18+34.96 19+00.00 LT 21371
831.9 BL_RYLPLMBLVD 14+80.07 23+11.94 RT 21397
354.8 BL_RYLPLMBLVD 14+80.12 18+20.45 LT 21393
455.7 BL_RYLPLMBLVD 18+70.59 23+11.94 LT 21395
17.9 BL_RYLPLMBLVD 25+67.35 25+85.25 LT 21338
57.6 BL_RYLPLMBLVD 25+77.20 26+20.42 RT 21381
43.9 BL_RYLPLMBLVD 26+80.56 27+10.07 RT 21383
9.4 BL_RYLPLMBLVD 27+15.25 27+24.66 LT 21278
301.7 BL_RYLPLMBLVD 32+17.35 35+19.07 LT 21336
301.7 BL_RYLPLMBLVD 32+17.35 35+19.07 RT 21337
89.9 BL_RYLPLMBLVD 53+60.00 54+49.94 RT 21259
129.4 BL_RYLPLMBLVD 53+60.00 54+75.15 LT 21369
592.0 BL_RYLPLMBLVD 55+98.31 61+85.36 LT 21373
546.0 BL_RYLPLMBLVD 56+34.94 61+80.31 RT 21375
0104 18 Inlet Protection System EA 1 18 BL_NW89DR 12+94.91 12+97.84 RT 14095
1 BL_NW89DR 12+95.01 12+98.02 LT 14090
1 BL_NW89DR 14+57.69 14+60.53 LT 14100
1 BL_NW89DR 14+57.83 14+61.03 RT 14105
1 BL_NW89DR 17+61.40 17+61.40 LT 14110
1 BL_NW89DR 17+64.28 17+64.28 RT 14115
1 BL_RIVERSD-DR 17+50.09 17+52.08 RT 14131
1 BL_RYLPLMBLVD 17+90.62 17+93.69 LT 14067
7/27/2026 7:53:08 AM Page 9 of 51
Summary of Erosion Control and Sediment Control Devices
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
1 BL_RYLPLMBLVD 18+44.48 18+47.38 RT 14073
1 BL_RYLPLMBLVD 18+93.04 18+95.94 LT 14078
1 BL_RYLPLMBLVD 19+35.09 19+38.02 RT 14085
1 BL_RYLPLMBLVD 33+26.46 33+29.33 RT 21226
1 BL_RYLPLMBLVD 33+28.67 33+31.74 LT 21227
1 BL_RYLPLMBLVD 36+46.57 36+49.42 RT 21225
1 BL_RYLPLMBLVD 58+69.08 58+79.03 LT 11356
1 BL_RYLPLMBLVD 59+64.36 59+67.30 RT 14125
1 BL_RYLPLMBLVD 59+67.00 59+70.13 LT 14120
1 BL_RYLPLMBLVD 60+89.31 60+92.39 LT 11355
7/27/2026 7:53:08 AM Page 10 of 51
Summary of Litter Removal and Mowing
Pay Item
Number Pay Item Description
Units of
Measure
Duration
(Days)
Frequency
(Days)
Length
(FT)
Width
(FT)
Cycles AC /
Cycle P F P F
Const.
Phase Alignment
Begin
Station
End
Station Side
Element
ID
Design Notes Construction
Remarks
0107 1 Litter Removal And Disposal AC 250 30 8 6.446 51.571 83.04 ALL BL_RYLPLMBLVD 13+03.05 35+19.00 LT/RT 22373
250 30 8 3.934 31.471 ALL BL_RYLPLMBLVD 53+60.04 61+85.31 LT/RT 22379
0107 2 Mowing AC 250 30 8 6.446 51.571 83.04 ALL BL_RYLPLMBLVD 13+03.05 35+19.00 LT/RT 22493
250 30 8 3.934 31.471 ALL BL_RYLPLMBLVD 53+60.04 61+85.31 LT/RT 22514
7/27/2026 7:53:08 AM Page 11 of 51
Summary of Clearing Grubbing and Removal Items
Pay Item
Number Pay Item Description
Units of
Measure Length (FT) Width (FT)
P F P F Units P F Alignment Begin
Station
End
Station Side
Element
ID
Design Notes Construction
Remarks
0110 1 1 Clearing & Grubbing LS 1 1 AC 0.021 BL_RIVERSD-DR 11+90.15 12+61.58 LT 20724 0.78 Total AC
0.001 BL_RIVERSD-DR 12+35.34 12+38.94 LT 20714
0.003 BL_RIVERSD-DR 12+43.77 12+69.07 LT 20711
0.004 BL_RIVERSD-DR 12+60.40 12+80.09 LT 20708
0.001 BL_RIVERSD-DR 13+56.35 13+59.45 LT 21144
0.001 BL_RIVERSD-DR 13+58.83 13+64.19 LT 21102
0.001 BL_RIVERSD-DR 13+59.30 13+70.11 LT 21106
0.002 BL_RIVERSD-DR 13+69.29 13+92.06 LT 21103
0.069 BL_RIVERSD-DR 13+96.05 17+18.67 LT 21143
0.076 BL_RIVERSD-DR 13+99.94 17+62.11 LT 21133
0.005 BL_RIVERSD-DR 14+95.15 15+63.64 RT 20989
0.010 BL_RIVERSD-DR 15+00.88 15+63.94 RT 20986
0.001 BL_RIVERSD-DR 15+58.93 15+75.76 RT 21024
0.022 BL_RIVERSD-DR 15+58.93 17+46.75 LT/RT 21025
0.002 BL_RIVERSD-DR 15+68.58 15+98.47 RT 20990
0.003 BL_RIVERSD-DR 15+68.68 15+98.39 RT 20991
0.011 BL_RIVERSD-DR 17+18.11 17+65.32 LT 24567
0.040 BL_RYLPLMBLVD 14+80.07 17+74.59 RT 33602
0.026 BL_RYLPLMBLVD 15+19.17 17+83.42 LT/RT 20471
0.002 BL_RYLPLMBLVD 16+72.32 17+25.64 LT 20417
0.003 BL_RYLPLMBLVD 17+25.79 17+97.88 LT 33582
0.001 BL_RYLPLMBLVD 18+68.65 19+37.87 RT 33611
0.030 BL_RYLPLMBLVD 21+21.62 22+28.88 RT 20515
0.001 BL_RYLPLMBLVD 22+14.52 22+30.23 RT 20491
0.004 BL_RYLPLMBLVD 23+28.04 23+36.96 RT 32154
0.026 BL_RYLPLMBLVD 25+77.23 26+35.70 RT 24952
0.011 BL_RYLPLMBLVD 26+28.89 26+76.86 LT/RT 24907
0.017 BL_RYLPLMBLVD 26+66.03 27+09.99 RT 20580
0.009 BL_RYLPLMBLVD 32+17.37 34+39.99 LT/RT 20669
0.075 BL_RYLPLMBLVD 32+17.40 34+36.87 LT/RT 20662
0.003 BL_RYLPLMBLVD 32+99.20 33+08.10 LT 32155
7/27/2026 7:53:08 AM Page 12 of 51
Pay Item
Number Pay Item Description
Units of
Measure Length (FT) Width (FT)
P F P F Units P F Alignment Begin
Station
End
Station Side
Element
ID
Design Notes Construction
Remarks
0.051 BL_RYLPLMBLVD 33+33.27 34+68.44 LT 20629
0.003 BL_RYLPLMBLVD 55+62.95 55+76.11 LT 20914
0.001 BL_RYLPLMBLVD 55+68.68 55+80.76 LT 20904
0.024 BL_RYLPLMBLVD 55+81.07 56+43.50 LT 20917
0.064 BL_RYLPLMBLVD 56+08.88 58+04.03 LT 20897
0.023 BL_RYLPLMBLVD 56+18.11 61+85.36 RT 20801
0.001 BL_RYLPLMBLVD 56+81.59 58+04.00 LT 20860
0.004 BL_RYLPLMBLVD 58+10.33 59+59.04 LT/RT 20805
0.114 BL_RYLPLMBLVD 58+12.34 61+94.29 RT 20806
0.016 BL_RYLPLMBLVD 59+64.89 61+00.00 LT 20804
0110 4 10 Removal Of Existing Concrete SY 65.8 1101 BL_RIVERSD-DR 14+11.60 17+14.81 LT 20431 Gutter
115.7 BL_RIVERSD-DR 14+88.89 17+44.43 LT/RT 20336 Traffic Separator
1.4 BL_RIVERSD-DR 15+63.60 15+68.51 RT 20339 Sidewalk
3.1 BL_RIVERSD-DR 15+63.71 15+68.87 RT 20338 Sidewalk
13.2 BL_RIVERSD-DR 17+18.40 17+63.17 LT 20337 Curb and Gutter
98.9 BL_RYLPLMBLVD 14+80.07 17+97.78 LT/RT 20323 Curb and Gutter
34.1 BL_RYLPLMBLVD 18+95.06 19+72.48 RT 33542 Traffic Separator
59.2 BL_RYLPLMBLVD 21+24.05 22+30.29 RT 24915 Sidewalk
86.6 BL_RYLPLMBLVD 21+48.15 23+40.70 LT/RT 25616 Traffic Separator
16.0 BL_RYLPLMBLVD 21+58.13 22+30.24 RT 20325 Curb and Gutter
9.9 BL_RYLPLMBLVD 26+01.79 26+20.76 RT 24922 Sidewalk
0.3 BL_RYLPLMBLVD 26+32.37 26+35.77 RT 20327 Curb and Gutter
7.3 BL_RYLPLMBLVD 26+82.26 26+97.55 RT 20326 Sidewalk
17.5 BL_RYLPLMBLVD 32+17.40 34+37.47 LT/RT 20328 Curb
72.0 BL_RYLPLMBLVD 54+32.19 54+92.53 RT 20332 Sidewalk, Curb
and Gutter
120.1 BL_RYLPLMBLVD 54+42.91 54+94.21 LT 20334 Sidewalk, Curb and Gutter
165.5 BL_RYLPLMBLVD 55+63.17 58+04.02 LT 20333 Sidewalk, Curb and Gutter
42.7 BL_RYLPLMBLVD 55+88.42 56+22.60 RT 33536 Sidewalk, Curb
and Gutter
7/27/2026 7:53:08 AM Page 13 of 51
Pay Item
Number Pay Item Description
Units of
Measure Length (FT) Width (FT)
P F P F Units P F Alignment Begin
Station
End
Station Side
Element
ID
Design Notes Construction
Remarks
12.2 BL_RYLPLMBLVD 56+04.87 56+21.07 LT 20350 Sidewalk
159.6 BL_RYLPLMBLVD 58+10.35 61+85.28 RT 20344 Curb and Gutter
0110 23 Tree Removal EA 1 6 BL_RYLPLMBLVD 21+53.71 21+53.71 RT 22054
1 BL_RYLPLMBLVD 33+04.21 33+04.21 LT 22065
1 BL_RYLPLMBLVD 33+48.93 33+48.93 LT 22076
1 BL_RYLPLMBLVD 33+90.54 33+90.54 RT 22087
1 BL_RYLPLMBLVD 34+26.98 34+26.98 LT 22098
1 BL_RYLPLMBLVD 59+57.78 59+57.78 RT 32141
7/27/2026 7:53:08 AM Page 14 of 51
Summary of Earthwork
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
0120 1 Regular Excavation CY 154.11 154.1 BL_RYLPLMBLVD 14+80.07 61+94.32 LT/RT 9358 Includes Royal Palm
Blvd, NW 89 Dr, and
Riverside Dr
0120 4 Subsoil Excavation CY 3.22 354.0 BL_NW89DR 12+97.04 13+24.45 RT 8274 5" DEPTH
5.35 BL_NW89DR 13+00.30 13+24.34 LT 8261 5" DEPTH
12.04 BL_RIVERSD-DR 11+90.11 12+49.93 LT 8324 5" DEPTH
0.09 BL_RIVERSD-DR 12+35.27 12+38.95 LT 8333 5" DEPTH
2.14 BL_RIVERSD-DR 12+43.73 12+69.14 LT 8344 5" DEPTH
0.35 BL_RIVERSD-DR 13+69.29 13+92.06 LT 8529 5" DEPTH
1.58 BL_RIVERSD-DR 13+88.46 13+98.51 RT 8454 5" DEPTH
0.42 BL_RIVERSD-DR 13+95.67 14+08.07 RT 8443 5" DEPTH
46.19 BL_RIVERSD-DR 13+95.97 17+18.71 LT 8601 5" DEPTH
2.10 BL_RIVERSD-DR 13+96.08 14+08.09 RT 8467 5" DEPTH
3.69 BL_RIVERSD-DR 13+99.93 17+55.53 LT 8564 5" DEPTH
12.51 BL_RIVERSD-DR 14+03.58 16+93.34 LT 8579 5" DEPTH
3.39 BL_RIVERSD-DR 14+95.14 15+63.64 RT 8478 5" DEPTH
6.74 BL_RIVERSD-DR 15+00.87 15+63.97 RT 8511 5" DEPTH
1.32 BL_RIVERSD-DR 15+68.54 15+98.55 RT 8488 5" DEPTH
1.83 BL_RIVERSD-DR 15+68.64 15+98.39 RT 8499 5" DEPTH
4.88 BL_RIVERSD-DR 16+99.78 17+47.30 LT 8543 5" DEPTH
12.31 BL_RYLPLMBLVD 16+06.97 17+83.43 LT/RT 8226 5" DEPTH
16.56 BL_RYLPLMBLVD 21+24.03 22+28.97 RT 8239 5" DEPTH
7.08 BL_RYLPLMBLVD 25+77.20 26+06.59 RT 8248 5" DEPTH
1.16 BL_RYLPLMBLVD 27+03.90 27+10.12 RT 8283 5" DEPTH
50.25 BL_RYLPLMBLVD 32+17.35 34+36.90 LT/RT 8313 5" DEPTH
30.71 BL_RYLPLMBLVD 33+33.24 34+68.48 LT 8293 5" DEPTH
1.62 BL_RYLPLMBLVD 54+31.15 54+52.37 RT 8358 5" DEPTH
0.34 BL_RYLPLMBLVD 54+42.87 54+47.31 LT 8521 5" DEPTH
6.51 BL_RYLPLMBLVD 55+82.40 56+43.57 LT 8431 5" DEPTH
42.81 BL_RYLPLMBLVD 56+08.85 58+04.08 LT 8420 5" DEPTH
76.83 BL_RYLPLMBLVD 58+12.29 61+94.32 LT/RT 8403 5" DEPTH
7/27/2026 7:53:08 AM Page 15 of 51
Summary of Earthwork
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
0120 6 Embankment CY 490.54 490.5 BL_RYLPLMBLVD 14+80.07 61+94.32 LT/RT 9382 Includes Royal Palm
Blvd, NW 89 Dr, and
Riverside Dr
7/27/2026 7:53:08 AM Page 16 of 51
Summary of Pavement
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station
Location
Description Side
Element
ID
Design Notes Construction
Remarks
0121 70 FLOWABLE FILL CY 47.49 47.5 BL_RYLPLMBLVD 33+33.60 34+48.09 LT 31155
0160 4 Type B Stabilization SY 42.0 1901 BL_RIVERSD-DR 11+90.19 12+61.58 LT 18210
590.1 BL_RIVERSD-DR 13+59.37 17+62.44 LT 18247
1.1 BL_RIVERSD-DR 14+03.84 14+08.03 RT 18252
190.9 BL_RIVERSD-DR 15+58.93 17+46.75 LT/RT 18316
52.5 BL_RIVERSD-DR 17+18.10 17+65.32 LT 24610
25.7 BL_RYLPLMBLVD 16+72.30 17+25.66 LT 18138
38.5 BL_RYLPLMBLVD 17+39.16 17+97.89 LT 34664
86.5 BL_RYLPLMBLVD 18+68.62 20+49.21 LT/RT 34656
124.3 BL_RYLPLMBLVD 21+21.62 22+30.27 RT 18162
5.6 BL_RYLPLMBLVD 25+77.26 25+98.78 RT 18229
1.0 BL_RYLPLMBLVD 27+06.23 27+10.05 RT 18228
304.9 BL_RYLPLMBLVD 32+17.37 34+39.99 LT/RT 18198
22.5 BL_RYLPLMBLVD 33+50.88 34+35.85 LT 18179
4.3 BL_RYLPLMBLVD 54+31.30 54+47.87 RT 18215
170.3 BL_RYLPLMBLVD 55+68.74 58+04.05 LT 18291
240.9 BL_RYLPLMBLVD 56+18.10 59+59.40 RT 18338
0285706 Optional Base, Base Group 06 SY 165.0 165 BL_RYLPLMBLVD 33+33.65 34+48.02 LT 18585
0285709 Optional Base, Base Group 09 SY 42.0 1879 BL_RIVERSD-DR 11+90.19 12+61.58 LT 38438
590.1 BL_RIVERSD-DR 13+59.37 17+62.44 LT 38494
1.1 BL_RIVERSD-DR 14+03.84 14+08.03 RT 38489
190.9 BL_RIVERSD-DR 15+58.93 17+46.75 LT/RT 38508
52.5 BL_RIVERSD-DR 17+18.10 17+65.32 LT 38526
25.7 BL_RYLPLMBLVD 16+72.30 17+25.66 LT 38373
38.5 BL_RYLPLMBLVD 17+39.16 17+97.89 LT 38539
86.5 BL_RYLPLMBLVD 18+68.62 20+49.21 LT/RT 38544
124.3 BL_RYLPLMBLVD 21+21.62 22+30.27 RT 38378
5.6 BL_RYLPLMBLVD 25+77.26 25+98.78 RT 38393
1.0 BL_RYLPLMBLVD 27+06.23 27+10.05 RT 38400
304.9 BL_RYLPLMBLVD 32+17.37 34+39.99 LT/RT 38414
4.3 BL_RYLPLMBLVD 54+31.30 54+47.87 RT 38433
7/27/2026 7:53:08 AM Page 17 of 51
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station
Location
Description Side
Element
ID
Design Notes Construction
Remarks
170.3 BL_RYLPLMBLVD 55+68.74 58+04.05 LT 38455
240.9 BL_RYLPLMBLVD 56+18.10 59+59.40 RT 38445
0327 70 6 Milling Exist Asph Pavt, 1 1/2 Avg Depth SY 1250.7 16009 BL_NW89DR 10+00.00 13+46.59 LT 20145
944.2 BL_NW89DR 14+10.26 17+55.93 RT 20162
1061.6 BL_NW89DR 14+10.32 17+55.93 LT/RT 20151
933.9 BL_RIVERSD-DR 11+90.13 12+80.48 LT/RT 20171
2175.4 BL_RIVERSD-DR 13+56.43 18+99.97 LT 24675
2302.7 BL_RIVERSD-DR 13+57.63 18+99.96 RT 20216
52.4 BL_RIVERSD-DR 14+54.96 14+95.77 RT 20250
58.9 BL_RYLPLMBLVD 17+68.83 18+13.08 LT/RT 33484
277.4 BL_RYLPLMBLVD 18+13.13 20+42.51 LT/RT 33467
127.0 BL_RYLPLMBLVD 21+62.63 23+11.87 RT 20144
74.5 BL_RYLPLMBLVD 26+01.49 26+52.19 LT/RT 20148
86.3 BL_RYLPLMBLVD 26+53.56 27+10.02 LT/RT 20146
170.2 BL_RYLPLMBLVD 34+40.01 35+19.06 LT 20150
6493.9 BL_RYLPLMBLVD 53+60.01 61+85.31 RT 20178
0334 1 13 Superpave Asphaltic Conc, Traffic C TN 106.62 106.6 BL_RYLPLMBLVD 56+19.16 60+04.08 LT/RT 19171 LT Left Turn Lanes, 3"
Avg Overbuild
0334 1 53 Superpave Asphaltic Concrete, Traffic C, PG 76-22 TN 1.96 137.8 BL_RIVERSD-DR 11+90.15 12+61.58 LT 18777 1.5" Lift
39.93 BL_RIVERSD-DR 13+59.30 17+62.44 LT 18780 1.5" Lift
15.75 BL_RIVERSD-DR 15+58.93 17+46.75 LT/RT 18802 1.5" Lift
4.21 BL_RIVERSD-DR 17+16.13 17+65.32 LT 24647 1.5" Lift
0.98 BL_RYLPLMBLVD 16+72.32 17+25.64 LT 18726 1.5" Lift
2.53 BL_RYLPLMBLVD 17+39.11 17+97.88 LT 33465 1.5" Lift
5.48 BL_RYLPLMBLVD 18+68.62 20+49.21 LT/RT 33466 1.5" Lift
7.98 BL_RYLPLMBLVD 21+21.62 22+30.27 RT 18728 1.5" Lift
23.37 BL_RYLPLMBLVD 32+17.37 34+39.99 RT 18729 1.5" Lift
9.80 BL_RYLPLMBLVD 33+33.66 34+48.02 LT 18730 1.25" Lift
8.96 BL_RYLPLMBLVD 55+68.68 58+04.00 LT 18779 1.5" Lift
16.87 BL_RYLPLMBLVD 56+18.11 59+58.99 LT/RT 18778 1.5" Lift
0337 7 82 Asphalt Concrete Friction Course, Traffic C, FC-9.5, PG 76-
TN 103.18 1434.7 BL_NW89DR 10+00.00 13+46.59 LT 19431 1.5" Lift
7/27/2026 7:53:08 AM Page 18 of 51
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station
Location
Description Side
Element
ID
Design Notes Construction
Remarks
79.55 BL_NW89DR 14+10.22 17+55.93 RT 19519 1.5" Lift
85.99 BL_NW89DR 14+10.27 17+56.01 LT 19499 1.5" Lift
79.01 BL_RIVERSD-DR 11+90.17 12+80.48 LT/RT 19818 1.5" Lift
226.14 BL_RIVERSD-DR 13+56.60 18+99.97 LT 19879 1.5" Lift
193.75 BL_RIVERSD-DR 13+60.45 18+99.96 RT 19902 1.5" Lift
4.32 BL_RIVERSD-DR 14+54.96 14+95.77 RT 19804 1.5" Lift
0.98 BL_RYLPLMBLVD 16+72.32 17+25.64 LT 19424 1.5" Lift
7.38 BL_RYLPLMBLVD 17+39.11 18+13.08 LT 34724 1.5" Lift
26.46 BL_RYLPLMBLVD 18+13.13 20+49.23 LT 34717 1.5" Lift
18.46 BL_RYLPLMBLVD 21+21.62 23+11.90 RT 19427 1.5" Lift
6.14 BL_RYLPLMBLVD 26+01.49 26+52.19 LT/RT 19429 1.5" Lift
7.11 BL_RYLPLMBLVD 26+53.56 27+10.02 RT 19430 1.5" Lift
37.42 BL_RYLPLMBLVD 32+17.37 35+19.06 LT/RT 19450 1.5" Lift
9.80 BL_RYLPLMBLVD 33+33.66 34+48.02 LT 19451 1.25" Lift
549.01 BL_RYLPLMBLVD 53+60.01 61+85.31 RT 19807 1.5" Lift
7/27/2026 7:53:08 AM Page 19 of 51
Summary of Drainage
Pay Item
Number Label Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side
Element
ID
Design Notes Construction
Remarks
0425 1201 S-02 Inlets, Curb, Type 9, <10' EA 1 1 BL_RYLPLMBLVD 34+30.48 34+30.48 LT 23209
0425 1204 S-05 Inlets, Curb, Type 9, J Bot, >10' EA 1 1 BL_RIVERSD-DR 14+40.00 14+40.00 LT 36004
0425 1351 S-06 Inlets, Curb, Type P-5, <10' EA 1 2 BL_RIVERSD-DR 17+34.15 17+34.15 LT 24884
S-01A 1 BL_RYLPLMBLVD 21+50.00 21+50.00 RT 24856
0425 1361 S-03 Inlets, Curb, Type P-6, <10' EA 1 1 BL_RYLPLMBLVD 56+76.18 56+76.18 LT 23343
0425 2 61 S-01B Manholes, P-8, <10' EA 1 1 BL_RYLPLMBLVD 21+52.00 21+52.00 RT 23506
0425 2 62 S-04 Manholes, P-8, >10' EA 1 1 BL_RYLPLMBLVD 56+76.18 56+76.18 RT 23701
0425 2 92 S-02B Manholes, J-8, >10' EA 1 1 BL_RYLPLMBLVD 34+30.48 34+30.48 LT 36092
0430175118 P-05NW Pipe Culvert,Optional Material,Round, 18"S/CD LF 4.0 264 BL_RIVERSD-DR 14+34.25 14+38.25 LT 36011
P-06SW 140.7 BL_RIVERSD-DR 15+91.74 17+32.39 LT 23098
P-01AS 35.8 BL_RYLPLMBLVD 21+50.00 21+52.00 RT 23093
P-02N 33.9 BL_RYLPLMBLVD 34+30.48 34+30.48 LT 31457
P-03NW 50.0 BL_RYLPLMBLVD 56+76.18 56+76.18 LT/RT 23096
0443 70 3 F-05 French Drain, 18 LF 150.0 576 BL_RIVERSD-DR 14+41.75 15+91.74 LT 22987
F-01 178.0 BL_RYLPLMBLVD 21+54.00 23+32.00 RT 22984
F-02 90.0 BL_RYLPLMBLVD 33+38.48 34+28.48 LT 22985
F-03 30.0 BL_RYLPLMBLVD 34+32.48 34+62.48 LT 31461
F-04 128.0 BL_RYLPLMBLVD 56+78.18 58+06.18 RT 22986
7/27/2026 7:53:08 AM Page 20 of 51
Summary of Utility Adjustments - 2
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
0425 5 1 Manhole, Adjust, Utilities EA 1 7 BL_NW89DR 15+41.01 15+41.01 RT 32894
1 BL_NW89DR 16+88.95 16+88.95 RT 32906
1 BL_RIVERSD-DR 18+14.37 18+14.37 RT 32942
1 BL_RYLPLMBLVD 22+31.72 22+31.72 RT 32870
1 BL_RYLPLMBLVD 26+51.95 26+51.95 RT 32882
1 BL_RYLPLMBLVD 55+27.64 55+27.64 RT 32930
1 BL_RYLPLMBLVD 55+70.72 55+70.72 LT 32918
0425 6 Valve Boxes, Adjust EA 1 11 BL_RIVERSD-DR 17+53.28 17+53.28 RT 32530
1 BL_RIVERSD-DR 17+59.03 17+59.03 RT 32488
1 BL_RIVERSD-DR 17+62.31 17+62.31 RT 32496
1 BL_RIVERSD-DR 17+93.53 17+93.53 RT 32504
1 BL_RIVERSD-DR 18+64.00 18+64.00 RT 32512
1 BL_RYLPLMBLVD 21+36.98 21+36.98 RT 33041
1 BL_RYLPLMBLVD 21+37.52 21+37.52 RT 33051
1 BL_RYLPLMBLVD 26+25.17 26+25.17 LT 32454
1 BL_RYLPLMBLVD 26+28.06 26+28.06 LT 32465
1 BL_RYLPLMBLVD 26+58.68 26+58.68 LT 32477
1 BL_RYLPLMBLVD 54+48.95 54+48.95 LT 32520
7/27/2026 7:53:08 AM Page 21 of 51
Summary of Utility Adjustments
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
0425 5 Manhole, Adjust EA 1 3 BL_RYLPLMBLVD 26+64.00 26+64.00 RT 11314
1 BL_RYLPLMBLVD 54+86.99 54+86.99 LT 11302
1 BL_RYLPLMBLVD 54+96.72 54+96.72 LT 30886
7/27/2026 7:53:08 AM Page 22 of 51
Summary of Railing
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
0515 1 2 Pipe Handrail - Guiderail, Aluminum LF 330.0 330 BL_RIVERSD-
DR
14+00.00 17+30.00 LT 14413
7/27/2026 7:53:08 AM Page 23 of 51
Summary of Curbs
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
0520 1 10 Concrete Curb & Gutter, Type F LF 131.9 2468 BL_RIVERSD-DR 11+90.18 12+78.65 LT 14469
436.9 BL_RIVERSD-DR 13+57.88 17+61.61 LT 14464
289.6 BL_RYLPLMBLVD 14+80.06 17+69.66 RT 33275
66.9 BL_RYLPLMBLVD 16+72.22 17+39.10 LT 33272
34.0 BL_RYLPLMBLVD 17+39.10 17+71.36 LT/RT 33273
9.1 BL_RYLPLMBLVD 17+69.69 17+73.08 RT 33274
77.4 BL_RYLPLMBLVD 19+72.77 20+49.25 LT/RT 36177
211.1 BL_RYLPLMBLVD 21+26.05 22+30.25 RT 14455
83.1 BL_RYLPLMBLVD 25+77.20 26+34.20 RT 14416
99.9 BL_RYLPLMBLVD 26+30.41 26+75.35 LT/RT 14418
66.8 BL_RYLPLMBLVD 26+67.55 27+10.09 RT 14417
173.6 BL_RYLPLMBLVD 33+50.94 34+35.87 LT 14451
266.1 BL_RYLPLMBLVD 55+64.40 58+04.08 LT 14473
42.9 BL_RYLPLMBLVD 55+89.80 56+21.32 RT 33271
197.8 BL_RYLPLMBLVD 59+04.08 61+00.00 LT/RT 14425
281.2 BL_RYLPLMBLVD 59+04.08 61+85.28 RT 5386
0520 2 2 Concrete Curb, Type B LF 4.9 88 BL_RYLPLMBLVD 18+10.92 18+13.05 LT 33404
8.5 BL_RYLPLMBLVD 18+11.35 18+15.13 LT/RT 33403
35.9 BL_RYLPLMBLVD 18+13.10 18+48.99 LT 33405
4.1 BL_RYLPLMBLVD 18+15.30 18+18.53 RT 33408
32.7 BL_RYLPLMBLVD 18+18.69 18+48.96 LT/RT 33407
2.0 BL_RYLPLMBLVD 18+48.99 18+49.56 LT 33406
0520 2 4 Concrete Curb, Type D LF 193.5 270 BL_RYLPLMBLVD 32+17.41 34+04.66 LT/RT 17248
76.9 BL_RYLPLMBLVD 33+25.48 34+02.35 LT 26002
0520 5 41 Traffic Separator, Concrete, Type IV, 4' Wide LF 259.9 456 BL_RIVERSD-DR 14+88.89 17+44.88 LT/RT 13127
196.1 BL_RYLPLMBLVD 21+48.15 23+40.70 LT/RT 26222
0520 70 Concrete Traffic Separator, Special - Variable Width SY 22.0 86 BL_RYLPLMBLVD 18+68.64 19+72.48 RT 33409 2-FT WIDTH
63.5 BL_RYLPLMBLVD 56+18.10 59+04.00 RT 26350 2-FT WIDTH
7/27/2026 7:53:08 AM Page 24 of 51
Summary of Sidewalk and Detectable Warnings
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
0522 2 Sidewalk Concrete And Driveways, 6" Thick SY 227.9 738 BL_RIVERSD-DR 13+94.74 17+36.58 LT 6071
11.6 BL_RIVERSD-DR 15+17.04 15+43.10 RT 13016
4.3 BL_RIVERSD-DR 15+34.61 15+52.17 RT 13015
21.5 BL_RIVERSD-DR 17+36.72 17+62.14 LT 10924
25.3 BL_RYLPLMBLVD 18+10.92 18+49.56 LT 33067
6.6 BL_RYLPLMBLVD 21+24.08 21+35.89 RT 25049
52.7 BL_RYLPLMBLVD 21+35.96 22+30.29 RT 25015
15.6 BL_RYLPLMBLVD 26+01.76 26+27.61 RT 10881
32.4 BL_RYLPLMBLVD 26+31.32 26+74.43 LT/RT 25016
14.0 BL_RYLPLMBLVD 26+74.38 26+97.55 RT 10876
62.8 BL_RYLPLMBLVD 33+33.39 34+48.04 LT 25014
3.8 BL_RYLPLMBLVD 54+40.88 54+51.79 RT 24245
6.8 BL_RYLPLMBLVD 54+42.87 54+48.30 LT 11085
61.4 BL_RYLPLMBLVD 54+47.79 54+81.17 LT 12904
47.7 BL_RYLPLMBLVD 54+51.24 54+88.31 RT 12971
7.5 BL_RYLPLMBLVD 54+76.95 54+86.97 RT 11093
73.6 BL_RYLPLMBLVD 55+65.69 56+20.64 LT 12956
27.1 BL_RYLPLMBLVD 55+90.28 56+22.78 RT 33064
12.2 BL_RYLPLMBLVD 56+04.87 56+21.07 LT 17799
7.0 BL_RYLPLMBLVD 56+06.91 56+19.04 RT 5985
15.9 BL_RYLPLMBLVD 56+20.69 56+44.44 LT 11088
0527 2 Detectable Warnings SF 12.0 191 BL_RIVERSD-DR 17+46.24 17+52.40 LT 6239
10.0 BL_RYLPLMBLVD 13+03.08 13+04.99 RT 6195
10.0 BL_RYLPLMBLVD 13+51.39 13+53.30 RT 6196
10.0 BL_RYLPLMBLVD 15+14.90 15+16.81 RT 6197
9.8 BL_RYLPLMBLVD 15+63.21 15+65.12 RT 6198
9.6 BL_RYLPLMBLVD 17+88.11 17+90.02 RT 6199
9.8 BL_RYLPLMBLVD 18+22.42 18+24.33 RT 6200
15.7 BL_RYLPLMBLVD 26+20.26 26+26.99 RT 6207
16.4 BL_RYLPLMBLVD 26+75.13 26+82.29 RT 6201
12.0 BL_RYLPLMBLVD 54+57.57 54+63.82 LT 6234
7/27/2026 7:53:08 AM Page 25 of 51
Summary of Sidewalk and Detectable Warnings
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
12.0 BL_RYLPLMBLVD 54+58.27 54+64.40 RT 6218
8.0 BL_RYLPLMBLVD 54+78.54 54+81.03 LT 6229
12.0 BL_RYLPLMBLVD 54+82.04 54+86.30 RT 6213
12.0 BL_RYLPLMBLVD 55+68.78 55+73.39 LT 6224
9.9 BL_RYLPLMBLVD 55+93.63 55+98.05 RT 33062
12.0 BL_RYLPLMBLVD 56+07.17 56+13.00 LT 6223
9.7 BL_RYLPLMBLVD 56+10.42 56+15.52 RT 33061
919528100 DIRECTIONAL INDICATORS SF 24.2 24 BL_RIVERSD-DR 15+36.57 15+52.17 RT 17986
7/27/2026 7:53:08 AM Page 26 of 51
Summary of Performance Turf
Pay Item
Number Pay Item Description
Units of
Measure Length (FT) Width (FT)
P F P F Alignment Begin
Station
End
Station Side
Element
ID
Design Notes Construction
Remarks
0570 1
Performance Turf, Sod SY 65.3 1971 BL_RIVERSD-DR 11+90.11 12+47.86 LT 17637
12.5 BL_RIVERSD-DR 12+35.35 12+68.62 LT 17638
13.6 BL_RIVERSD-DR 13+96.29 14+08.05 RT 17642
14.9 BL_RIVERSD-DR 14+95.15 15+40.07 RT 17644
13.6 BL_RIVERSD-DR 15+00.94 15+31.20 RT 17645
39.8 BL_RIVERSD-DR 15+28.00 15+98.39 RT 17646
16.4 BL_RIVERSD-DR 15+46.49 15+98.47 RT 17647
7.2 BL_RIVERSD-DR 17+29.98 17+55.43 LT 17648
310.0 BL_RYLPLMBLVD 14+80.10 17+72.57 RT 33074
55.9 BL_RYLPLMBLVD 19+72.87 20+49.18 LT/RT 34508
42.0 BL_RYLPLMBLVD 21+26.75 22+28.88 RT 17629
17.1 BL_RYLPLMBLVD 23+28.04 23+36.96 RT 32153
60.0 BL_RYLPLMBLVD 25+77.24 26+20.60 RT 17630
43.4 BL_RYLPLMBLVD 26+01.82 26+33.70 RT 17631
33.4 BL_RYLPLMBLVD 26+68.12 26+91.22 RT 17632
29.2 BL_RYLPLMBLVD 26+82.02 27+10.05 RT 17633
127.2 BL_RYLPLMBLVD 32+17.40 34+04.66 LT 17634
14.5 BL_RYLPLMBLVD 32+99.20 33+08.10 LT 32152
84.9 BL_RYLPLMBLVD 33+33.27 34+68.43 LT 25011
9.0 BL_RYLPLMBLVD 54+31.16 54+52.44 RT 17639
12.0 BL_RYLPLMBLVD 54+43.21 54+73.04 LT 17643
121.2 BL_RYLPLMBLVD 55+81.23 56+43.50 LT 17641
217.0 BL_RYLPLMBLVD 56+25.70 58+04.04 LT 17640
611.0 BL_RYLPLMBLVD 59+04.13 61+94.29 RT 17636
7/27/2026 7:53:08 AM Page 27 of 51
Summary of Landscape Items
Pay Item
Number Label Pay Item Description
Max.
Maint.
Size
Units of
Measure P F P F Units P F Site No.
Location
Description
Design Notes Construction
Remarks
590-70-5 IRRIGATION SYSTEM- MODIFY EXISTING SYSTEM LS 1 1
EA 80 Irrigation Heads
EA 80 Swing Assembly
LF 800.0 Lateral - Schedule
40PVC Pipe
LF 150.0 Main Line - Schedule
40PVC Pipe
LF 150.0 Wireing
LF 20.0 Sleeves - Schedule 40
PVC Pipe
EA 2 Junction Box
EA 2 Valves
7/27/2026 7:53:08 AM Page 28 of 51
Summary of Signalization Items
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
0630 2 11 Conduit, Furnish & Install, Open Trench LF 16.8 341 BL_RYLPLMBLVD 54+46.68 54+62.94 RT 13616
39.8 BL_RYLPLMBLVD 54+46.68 54+78.64 RT 13617
26.0 BL_RYLPLMBLVD 54+47.18 54+70.20 LT 16146
18.0 BL_RYLPLMBLVD 54+54.84 54+70.01 LT 16147
6.0 BL_RYLPLMBLVD 54+65.65 54+70.37 LT 16145
10.0 BL_RYLPLMBLVD 54+70.42 54+72.73 LT 16143
6.3 BL_RYLPLMBLVD 54+76.29 54+78.72 RT 13618
11.2 BL_RYLPLMBLVD 55+79.98 55+86.50 LT 13627
25.5 BL_RYLPLMBLVD 55+86.50 56+11.22 LT 13628
34.7 BL_RYLPLMBLVD 55+86.50 56+21.17 LT 13655
28.3 BL_RYLPLMBLVD 55+86.52 56+10.92 LT 13658
22.8 BL_RYLPLMBLVD 55+89.65 56+12.10 LT 13619
45.0 BL_RYLPLMBLVD 55+94.65 56+13.99 LT 16752
20.3 BL_RYLPLMBLVD 55+94.70 56+10.87 LT 13657
20.0 BL_RYLPLMBLVD 55+97.39 56+15.56 RT 16368
5.0 BL_RYLPLMBLVD 56+10.00 56+14.99 RT 17493
5.0 BL_RYLPLMBLVD 56+15.51 56+16.28 RT 16372
0630 2 12 Conduit, Furnish & Install, Directional Bore LF 58.0 346 BL_RYLPLMBLVD 54+46.68 54+46.68 LT/RT 13637
33.0 BL_RYLPLMBLVD 54+46.68 54+46.68 LT 13645
142.0 BL_RYLPLMBLVD 54+69.77 56+10.93 LT 13656
45.0 BL_RYLPLMBLVD 56+15.73 56+21.09 RT 16373
67.5 BL_RYLPLMBLVD 56+21.17 56+21.17 LT/RT 13654
0632 7 1 Signal Cable, New Or Reconstructed Intersection, Furnish &
Install
PI 1 1 BL_RYLPLMBLVD 56+16.06 56+19.56 LT 18035
0632 7 6 Signal Cable, Remove - Intersection PI 1 1 BL_RYLPLMBLVD 56+16.07 56+19.57 LT 18034
0635 2 11 Pull & Splice Box, F&I, 13 X 24 Cover Size EA 1 26 BL_RYLPLMBLVD 54+43.55 54+43.55 RT 13507
1 BL_RYLPLMBLVD 54+45.63 54+45.63 RT 13521
1 BL_RYLPLMBLVD 54+46.68 54+46.68 LT 13638
1 BL_RYLPLMBLVD 54+47.72 54+47.72 RT 13500
1 BL_RYLPLMBLVD 54+49.80 54+49.80 RT 13514
1 BL_RYLPLMBLVD 54+68.96 54+68.96 LT 13479
1 BL_RYLPLMBLVD 54+68.96 54+68.96 LT 13472
7/27/2026 7:53:08 AM Page 29 of 51
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
1 BL_RYLPLMBLVD 54+71.04 54+71.04 LT 13486
1 BL_RYLPLMBLVD 54+71.04 54+71.04 LT 13493
1 BL_RYLPLMBLVD 55+86.50 55+86.50 LT 13620
1 BL_RYLPLMBLVD 55+92.56 55+92.56 LT 14173
1 BL_RYLPLMBLVD 55+96.73 55+96.73 LT 14166
1 BL_RYLPLMBLVD 56+08.98 56+08.98 LT 16616
1 BL_RYLPLMBLVD 56+09.89 56+09.89 LT 13591
1 BL_RYLPLMBLVD 56+09.89 56+09.89 LT 13584
1 BL_RYLPLMBLVD 56+11.69 56+11.69 LT 16641
1 BL_RYLPLMBLVD 56+11.97 56+11.97 LT 13563
1 BL_RYLPLMBLVD 56+11.97 56+11.97 LT 13556
1 BL_RYLPLMBLVD 56+13.31 56+13.31 RT 13528
1 BL_RYLPLMBLVD 56+14.05 56+14.05 LT 13570
1 BL_RYLPLMBLVD 56+14.05 56+14.05 LT 13577
1 BL_RYLPLMBLVD 56+14.20 56+14.20 LT 16648
1 BL_RYLPLMBLVD 56+14.38 56+14.38 RT 13549
1 BL_RYLPLMBLVD 56+15.10 56+15.10 RT 13535
1 BL_RYLPLMBLVD 56+16.17 56+16.17 RT 13542
1 BL_RYLPLMBLVD 56+21.17 56+21.17 LT 13647
0635 2 12 Pull & Splice Box, F&I, 24 X 36 Cover Size EA 1 1 BL_RYLPLMBLVD 56+07.80 56+07.80 LT 13598
0635 2 30 Pull & Splice Box, Install EA 1 1 BL_RYLPLMBLVD 55+94.64 55+94.64 LT 14159
0639 1122 Electrical Power Service, F&I, Underground, Meter Furnished
By Contractor
AS 1 1 BL_RYLPLMBLVD 56+11.77 56+11.77 LT 16638
0639 1620 Electrical Power Service, Remove, Undergound AS 1 1 BL_RYLPLMBLVD 56+16.45 56+19.26 LT 19369
0639 2 1 Electrical Service Wire, Furnish & Install LF 45.0 45 BL_RYLPLMBLVD 55+94.65 56+13.99 LT 16752
0639 2 6 Electrical Service Wire, Remove LF 20.0 20 BL_RYLPLMBLVD 56+17.38 56+22.32 LT 19370
0639 3 11 Electrical Service Disconnect, F&I, Pole Mount EA 1 1 BL_RYLPLMBLVD 56+11.07 56+12.45 LT 16640
0641 2 12 Prestressed Concrete Pole, F&I, Type P-II Service Pole EA 1 1 BL_RYLPLMBLVD 56+11.77 56+11.77 LT 16638
0641 2 60 Prestressed Concrete Pole, Complete Pole Removal -
Pedestal/Service Pole
EA 1 1 BL_RYLPLMBLVD 56+04.16 56+04.16 LT 16551
0646 1 11 Aluminum Signals Pole, Furnish & Install, Pedestal EA 1 8 BL_RYLPLMBLVD 54+54.30 54+54.30 LT 12671
1 BL_RYLPLMBLVD 54+62.28 54+62.28 RT 12641
7/27/2026 7:53:08 AM Page 30 of 51
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
1 BL_RYLPLMBLVD 54+72.80 54+72.80 LT 12626
1 BL_RYLPLMBLVD 54+78.84 54+78.84 RT 12686
1 BL_RYLPLMBLVD 55+79.98 55+79.98 LT 12611
1 BL_RYLPLMBLVD 55+98.20 55+98.20 RT 16180
1 BL_RYLPLMBLVD 56+11.22 56+11.22 LT 12652
1 BL_RYLPLMBLVD 56+16.04 56+16.04 RT 16157
0646 1 60 Aluminum Signals Pole, Remove EA 1 8 BL_RYLPLMBLVD 54+56.52 54+56.52 LT 18108
1 BL_RYLPLMBLVD 54+67.90 54+67.90 RT 18124
1 BL_RYLPLMBLVD 54+77.12 54+77.12 RT 18140
1 BL_RYLPLMBLVD 54+80.35 54+80.35 LT 18092
1 BL_RYLPLMBLVD 55+77.30 55+77.30 LT 18076
1 BL_RYLPLMBLVD 56+03.47 56+03.47 RT 18156
1 BL_RYLPLMBLVD 56+10.28 56+10.28 LT 18060
1 BL_RYLPLMBLVD 56+14.71 56+14.71 RT 18172
0649 21 15 Mast Arm Assembly, Furnish & Install, Single Arm 70' EA 1 1 BL_RYLPLMBLVD 54+65.65 54+65.65 LT 12282
0649 26 5 Mast Arm Assembly, Remove, Deep Foundation, Bolt On
Attachment
EA 1 1 BL_RYLPLMBLVD 54+76.13 54+78.15 LT 19366
0650 1 14 Vehicular Traffic Signal, Furnish & Install Aluminum, 3 Section, 1 Way
AS 1 14 BL_RYLPLMBLVD 54+67.31 54+67.31 RT 13770
1 BL_RYLPLMBLVD 54+67.36 54+67.36 LT 13694
1 BL_RYLPLMBLVD 54+67.43 54+67.43 LT 12526
1 BL_RYLPLMBLVD 54+67.49 54+67.49 LT 12450
1 BL_RYLPLMBLVD 54+67.55 54+67.55 LT 12374
1 BL_RYLPLMBLVD 54+93.49 54+93.49 RT 12298
1 BL_RYLPLMBLVD 55+14.67 55+14.67 RT 13846
1 BL_RYLPLMBLVD 55+24.67 55+24.67 RT 13926
1 BL_RYLPLMBLVD 55+33.64 55+33.64 LT 14083
1 BL_RYLPLMBLVD 55+45.14 55+45.14 LT 12859
1 BL_RYLPLMBLVD 55+79.00 55+79.00 LT 12957
1 BL_RYLPLMBLVD 56+08.04 56+08.04 RT 13143
1 BL_RYLPLMBLVD 56+08.17 56+08.17 RT 13222
1 BL_RYLPLMBLVD 56+08.24 56+08.24 RT 14007
7/27/2026 7:53:08 AM Page 31 of 51
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
0650 1 70 Vehicular Traffic Signal, Relocate- Includes Removal And
Reinstallation
AS 1 3 BL_RYLPLMBLVD 55+04.17 55+04.17 RT 13321
1 BL_RYLPLMBLVD 55+56.46 55+56.46 LT 12771
1 BL_RYLPLMBLVD 56+08.43 56+08.43 RT 13058
0650 2109 Vehicular Signal Auxiliaries, Repair/Replace/Retrofit, Furnish &
Install, Backplate, Flexible Required
EA 1 3 BL_RYLPLMBLVD 55+02.59 55+02.59 RT 19821
1 BL_RYLPLMBLVD 55+54.52 55+54.52 LT 19811
1 BL_RYLPLMBLVD 56+06.84 56+06.84 RT 19816
0653 1 11 Pedestrian Signal, Furnish & Install Led Countdown, 1 Way AS 1 8 BL_RYLPLMBLVD 54+54.30 54+54.30 LT 12662
1 BL_RYLPLMBLVD 54+62.28 54+62.28 RT 12632
1 BL_RYLPLMBLVD 54+73.77 54+73.77 LT 12617
1 BL_RYLPLMBLVD 54+79.70 54+79.70 RT 12677
1 BL_RYLPLMBLVD 55+79.12 55+79.12 LT 12602
1 BL_RYLPLMBLVD 55+97.34 55+97.34 RT 16167
1 BL_RYLPLMBLVD 56+11.22 56+11.22 LT 12643
1 BL_RYLPLMBLVD 56+15.98 56+15.98 RT 16148
0660 4 11 Vehicle Detection System - Video, Furnish & Install, Cabinet
Equipment
EA 1 2 BL_RYLPLMBLVD 56+16.95 56+18.45 LT 18601
1 BL_RYLPLMBLVD 56+17.17 56+18.66 LT 18600
0660 4 12 Vehicle Detection System - Video, Furnish & Install, Above
Ground Equipment
EA 1 2 BL_RYLPLMBLVD 54+66.06 54+66.06 RT 12733
1 BL_RYLPLMBLVD 54+66.24 54+66.24 LT 12739
0660 4 42 Vehicle Detection System - Video, Relocate, Above Ground
Equipment
EA 1 3 BL_RYLPLMBLVD 55+09.72 55+09.72 RT 18304
1 BL_RYLPLMBLVD 55+50.65 55+50.65 LT 18278
1 BL_RYLPLMBLVD 56+06.83 56+06.83 RT 18294
0665 1 12 Pedestrian Detector, Furnish & Install, Accessible EA 1 8 BL_RYLPLMBLVD 54+54.30 54+54.30 LT 12673
1 BL_RYLPLMBLVD 54+62.88 54+62.88 RT 12658
1 BL_RYLPLMBLVD 54+75.80 54+75.80 LT 12628
1 BL_RYLPLMBLVD 54+82.98 54+82.98 RT 12688
1 BL_RYLPLMBLVD 55+75.46 55+75.46 LT 12613
1 BL_RYLPLMBLVD 55+95.11 55+95.11 RT 16176
7/27/2026 7:53:08 AM Page 32 of 51
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
1 BL_RYLPLMBLVD 56+11.22 56+11.22 LT 12654
1 BL_RYLPLMBLVD 56+16.44 56+16.44 RT 16159
0676 1500 Traffic Signal Controller Cabinet, Adjust/Modify EA 1 1 BL_RYLPLMBLVD 56+17.83 56+17.83 LT 18036
0700 3201 Sign Panel, Furnish & Install Overhead Mount, Up To 12 SF EA 1 4 BL_RYLPLMBLVD 54+66.83 54+66.83 LT 17282
1 BL_RYLPLMBLVD 54+98.95 54+98.95 RT 17490
1 BL_RYLPLMBLVD 55+67.43 55+67.43 LT 17484
1 BL_RYLPLMBLVD 56+08.80 56+08.80 RT 17487
0700 3601 Sign Panel, Remove, Up To 12 SF EA 1 3 BL_RYLPLMBLVD 54+89.24 54+91.21 RT 19375
1 BL_RYLPLMBLVD 55+60.75 55+62.72 LT 19373
1 BL_RYLPLMBLVD 56+09.17 56+11.14 RT 19374
0700 5 22 Internally Illuminated Sign, F&I, Overhead Mount, 12 - 18 SF EA 1 1 BL_RYLPLMBLVD 54+65.53 54+67.49 LT 19377
0700 5 50 Internally Illuminated Sign, Relocate EA 1 1 BL_RYLPLMBLVD 55+83.11 55+85.07 LT 19376
7/27/2026 7:53:08 AM Page 33 of 51
Summary of Signing and Pavement Marking
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
0700 1111 Single Column Ground Sign Assembly, F&I Ground Mount, Less Than 12 SF
EA 1 7 BL_RIVERSD-DR 9+55.69 9+55.69 LT 6636
1 BL_RIVERSD-DR 15+17.59 15+17.59 RT 5025
1 BL_RIVERSD-DR 17+10.11 17+10.11 LT 5779
1 BL_RYLPLMBLVD 26+44.17 26+44.17 RT 6106
1 BL_RYLPLMBLVD 26+61.40 26+61.40 LT 6103
1 BL_RYLPLMBLVD 53+71.74 53+71.74 RT 5814
1 BL_RYLPLMBLVD 17+40.00 17+40.00 LT/RT 6963
0700 1112 Single Column Ground Sign Assembly, F&I Ground Mount, 12.0-20.0 SF
EA 1 5 BL_NW91AVE 10+55.88 10+55.88 LT 5074
1 BL_RYLPLMBLVD 18+26.19 18+26.19 LT 6826
1 BL_RYLPLMBLVD 26+08.13 26+08.13 LT 2653
1 BL_RYLPLMBLVD 26+51.46 26+51.46 RT 5642
1 BL_RYLPLMBLVD 26+77.33 26+77.33 LT/RT 2422
0700 1600 Single Column Ground Sign Assembly, Remove EA 1 18 BL_NW89DR 13+08.92 13+08.92 RT 8092
1 BL_NW89DR 14+36.27 14+36.27 RT 8052
1 BL_NW89DR 14+37.98 14+37.98 LT 8049
1 BL_NW89DR 14+43.66 14+43.66 LT 8046
1 BL_RIVERSD-DR 16+28.24 16+28.24 LT 8901
1 BL_RIVERSD-DR 16+28.95 16+28.95 LT 8904
1 BL_RIVERSD-DR 17+36.60 17+36.60 LT 8950
1 BL_RIVERSD-DR 17+40.37 17+40.37 LT 8953
1 BL_RYLPLMBLVD 18+25.95 18+25.95 LT 8623
1 BL_RYLPLMBLVD 54+45.64 54+45.64 RT 8409
1 BL_RYLPLMBLVD 54+46.25 54+46.25 LT 8420
1 BL_RYLPLMBLVD 54+86.86 54+86.86 LT 8423
1 BL_RYLPLMBLVD 55+32.01 55+32.01 LT 8664
1 BL_RYLPLMBLVD 55+92.28 55+92.28 RT 8961
1 BL_RYLPLMBLVD 56+00.22 56+00.22 RT 8429
1 BL_RYLPLMBLVD 56+13.92 56+13.92 LT 8426
1 BL_RYLPLMBLVD 59+12.82 59+12.82 RT 8933
1 BL_RYLPLMBLVD 59+12.82 59+12.82 LT 9030
7/27/2026 7:53:08 AM Page 34 of 51
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
0700 3501 Sign Panel, Relocate, Up To 12 SF EA 1 3 BL_RYLPLMBLVD 18+24.43 18+25.97 LT 5077
1 BL_RYLPLMBLVD 26+07.36 26+08.90 LT 5647
1 BL_RYLPLMBLVD 26+76.56 26+78.10 RT 6307
0700 13 15 Retroreflective Sign Strip, Furnish & Install 5' EA 1 3 BL_RYLPLMBLVD 18+25.38 18+27.00 LT 6821
1 BL_RYLPLMBLVD 26+50.65 26+52.27 RT 5029
1 BL_RYLPLMBLVD 26+50.74 26+52.17 RT 6699
0706 1 3 Raised Pavement Marker, Type B EA 256 726 BL_NW89DR 10+09.48 17+33.32 LT 8450
211 BL_RIVERSD-DR 12+06.59 18+97.36 RT 6961
259 BL_RYLPLMBLVD 17+37.76 61+84.79 RT 17094
0710 12290 Painted Pavement Markings, Durable Paint, Yellow, Island
Nose
SF 1.1 34 BL_NW89DR 14+32.25 14+38.25 RT 12439
1.2 BL_NW89DR 14+98.97 15+05.43 LT 14551
1.1 BL_NW89DR 15+75.79 15+82.05 LT/RT 14552
1.1 BL_RIVERSD-DR 12+47.45 12+50.23 LT 12146
1.2 BL_RIVERSD-DR 13+91.28 13+92.49 RT 12148
1.1 BL_RIVERSD-DR 13+91.28 13+92.49 RT 12165
1.2 BL_RIVERSD-DR 17+42.84 17+44.74 LT 14564
1.1 BL_RIVERSD-DR 17+88.37 18+02.09 LT 14571
1.1 BL_RIVERSD-DR 18+13.40 18+21.14 RT 19067
1.0 BL_RIVERSD-DR 18+36.50 18+40.97 RT 19066
1.0 BL_RIVERSD-DR 18+41.13 18+42.73 RT 14567
1.2 BL_RYLPLMBLVD 17+37.91 17+71.37 LT/RT 18973
3.5 BL_RYLPLMBLVD 17+69.69 17+73.08 RT 17721
1.8 BL_RYLPLMBLVD 18+68.64 18+69.59 RT 17981
1.1 BL_RYLPLMBLVD 26+01.59 26+02.91 LT 14383
1.2 BL_RYLPLMBLVD 26+01.59 26+02.99 LT 14387
1.0 BL_RYLPLMBLVD 27+08.59 27+09.98 RT 14377
1.2 BL_RYLPLMBLVD 27+08.67 27+09.98 RT 14379
1.5 BL_RYLPLMBLVD 34+02.38 34+05.00 LT 15059
1.5 BL_RYLPLMBLVD 35+17.96 35+19.35 RT 14987
1.0 BL_RYLPLMBLVD 35+18.04 35+19.47 RT 19476
1.5 BL_RYLPLMBLVD 54+52.89 54+54.39 LT 12147
7/27/2026 7:53:08 AM Page 35 of 51
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
3.5 BL_RYLPLMBLVD 54+52.89 54+54.39 LT 12170
1.0 BL_RYLPLMBLVD 56+18.13 56+19.04 RT 12160
1.0 BL_RYLPLMBLVD 56+18.31 56+19.14 RT 12149
0710 90 Painted Pavement Markings, Final Surface LS 1 1 BL_RYLPLMBLVD 13+03.00 61+94.32 LT/RT 13978
0711 11102 Thermoplastic, Standard, White, Solid, 8 For Interchange And
Urban Island
GM 0.0011 0.092 BL_RIVERSD-DR 18+11.20 18+11.42 RT 4375
0.0028 BL_RIVERSD-DR 18+21.55 18+36.36 RT 4373
0.0011 BL_RIVERSD-DR 18+40.24 18+42.54 RT 4371
0.0050 BL_RYLPLMBLVD 17+99.14 18+17.34 LT/RT 18948
0.0069 BL_RYLPLMBLVD 18+17.48 18+49.88 LT/RT 18949
0.0224 BL_RYLPLMBLVD 18+49.08 19+67.31 LT 17871
0.0222 BL_RYLPLMBLVD 18+49.94 19+67.31 LT 4345
0.0012 BL_RYLPLMBLVD 19+67.36 19+69.24 LT 19059
0.0057 BL_RYLPLMBLVD 26+05.23 26+35.36 RT 10640
0.0087 BL_RYLPLMBLVD 26+05.25 26+46.52 LT/RT 10641
0.0086 BL_RYLPLMBLVD 26+59.19 27+00.11 LT/RT 10639
0.0059 BL_RYLPLMBLVD 26+68.87 27+00.14 LT 10638
0711 11123 Thermoplastic, Standard, White, Solid, 12 For Crosswalk And
Roundabout
LF 39.4 1618 BL_RIVERSD-DR 14+55.58 14+94.96 RT 3730
27.1 BL_RIVERSD-DR 14+61.87 14+88.92 RT 3731
99.7 BL_RIVERSD-DR 17+45.68 18+45.18 LT 3733
75.5 BL_RIVERSD-DR 17+58.72 18+34.11 LT 3732
44.3 BL_RIVERSD-DR 17+66.89 18+11.18 RT 14558
38.0 BL_RIVERSD-DR 17+74.72 18+12.74 RT 14559
11.8 BL_RIVERSD-DR 18+37.99 18+49.75 RT 14560
12.5 BL_RIVERSD-DR 18+40.24 18+52.73 RT 14561
43.3 BL_RYLPLMBLVD 13+06.55 13+49.83 RT 3771
40.0 BL_RYLPLMBLVD 13+08.18 13+48.20 RT 3770
43.3 BL_RYLPLMBLVD 15+18.36 15+61.65 RT 3773
40.0 BL_RYLPLMBLVD 15+19.99 15+60.02 RT 3772
31.2 BL_RYLPLMBLVD 17+91.93 18+23.13 RT 3775
26.0 BL_RYLPLMBLVD 17+93.66 18+19.68 RT 3774
7/27/2026 7:53:08 AM Page 36 of 51
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
47.9 BL_RYLPLMBLVD 18+16.50 18+64.30 LT 19545
30.3 BL_RYLPLMBLVD 18+26.30 18+56.57 LT 19544
90.1 BL_RYLPLMBLVD 26+04.78 26+94.91 LT 3769
75.9 BL_RYLPLMBLVD 26+12.21 26+88.07 LT 3768
56.5 BL_RYLPLMBLVD 26+22.80 26+79.34 RT 3734
41.1 BL_RYLPLMBLVD 26+30.27 26+71.34 RT 3736
74.7 BL_RYLPLMBLVD 54+56.92 54+56.92 LT/RT 3721
80.8 BL_RYLPLMBLVD 54+66.92 54+66.92 LT/RT 3723
90.5 BL_RYLPLMBLVD 54+81.17 55+71.66 LT 3728
83.1 BL_RYLPLMBLVD 54+83.37 55+66.43 LT 3729
107.7 BL_RYLPLMBLVD 54+85.41 55+93.09 RT 3725
97.6 BL_RYLPLMBLVD 54+89.52 55+87.13 RT 3724
87.0 BL_RYLPLMBLVD 56+05.08 56+05.08 LT/RT 3726
83.0 BL_RYLPLMBLVD 56+15.08 56+15.08 LT/RT 3727
0711 11124 Thermoplastic, Standard, White, Solid, 18 For Diagonals And
Chevrons
LF 8.5 425 BL_RIVERSD-DR 11+92.32 12+00.28 RT 8294
8.5 BL_RIVERSD-DR 11+92.32 12+00.27 RT 8298
8.5 BL_RIVERSD-DR 12+12.32 12+20.28 RT 8295
8.5 BL_RIVERSD-DR 12+12.32 12+20.26 RT 8299
8.5 BL_RIVERSD-DR 12+32.33 12+40.27 RT 8296
8.5 BL_RIVERSD-DR 12+32.33 12+40.26 RT 8300
2.9 BL_RYLPLMBLVD 18+69.52 18+71.60 LT 17997
2.8 BL_RYLPLMBLVD 18+69.63 18+71.55 LT 17998
2.8 BL_RYLPLMBLVD 18+89.55 18+91.60 LT 17999
2.8 BL_RYLPLMBLVD 18+89.60 18+91.55 LT 18000
2.8 BL_RYLPLMBLVD 19+09.42 19+11.47 LT 18003
2.8 BL_RYLPLMBLVD 19+09.47 19+11.42 LT 18004
2.8 BL_RYLPLMBLVD 19+29.42 19+31.47 LT 18005
2.8 BL_RYLPLMBLVD 19+29.47 19+31.42 LT 18006
2.8 BL_RYLPLMBLVD 19+49.44 19+51.44 LT 18008
2.8 BL_RYLPLMBLVD 19+49.44 19+51.44 LT 18007
11.7 BL_RYLPLMBLVD 33+41.56 33+49.78 LT 15398
7/27/2026 7:53:08 AM Page 37 of 51
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
16.2 BL_RYLPLMBLVD 33+61.56 33+72.90 LT 15390
16.2 BL_RYLPLMBLVD 33+81.56 33+92.89 LT 15392
16.1 BL_RYLPLMBLVD 34+01.56 34+12.89 LT 15394
12.8 BL_RYLPLMBLVD 34+21.57 34+30.57 LT 15396
3.2 BL_RYLPLMBLVD 34+41.57 34+43.78 LT 18910
11.9 BL_RYLPLMBLVD 56+15.90 56+22.00 RT 16719
7.9 BL_RYLPLMBLVD 56+38.77 56+42.82 RT 16713
7.9 BL_RYLPLMBLVD 56+59.62 56+63.65 RT 16714
7.9 BL_RYLPLMBLVD 56+80.42 56+84.48 RT 16715
9.5 BL_RYLPLMBLVD 57+00.44 57+05.30 RT 16716
12.0 BL_RYLPLMBLVD 57+20.00 57+26.13 RT 16717
9.4 BL_RYLPLMBLVD 57+39.63 57+44.45 RT 16718
4.2 BL_RYLPLMBLVD 57+85.94 57+87.75 LT 16918
6.6 BL_RYLPLMBLVD 58+04.24 58+07.10 LT 16917
5.7 BL_RYLPLMBLVD 58+09.12 58+12.03 RT 16771
6.5 BL_RYLPLMBLVD 58+24.23 58+27.05 LT 16902
6.5 BL_RYLPLMBLVD 58+24.23 58+27.05 LT 16903
5.7 BL_RYLPLMBLVD 58+28.86 58+31.76 RT 16772
6.1 BL_RYLPLMBLVD 58+44.25 58+46.90 LT 16904
5.7 BL_RYLPLMBLVD 58+48.60 58+51.48 RT 16773
5.8 BL_RYLPLMBLVD 58+64.26 58+66.77 LT 16905
5.6 BL_RYLPLMBLVD 58+68.34 58+71.21 RT 16774
5.6 BL_RYLPLMBLVD 58+84.27 58+86.68 LT 16906
5.6 BL_RYLPLMBLVD 58+88.07 58+90.94 RT 16775
5.5 BL_RYLPLMBLVD 59+04.29 59+06.67 LT 16907
5.6 BL_RYLPLMBLVD 59+07.81 59+10.66 RT 16776
5.6 BL_RYLPLMBLVD 59+24.24 59+26.66 LT 16908
5.6 BL_RYLPLMBLVD 59+27.55 59+30.39 RT 16777
5.9 BL_RYLPLMBLVD 59+44.19 59+46.73 LT 16909
5.5 BL_RYLPLMBLVD 59+47.28 59+50.11 RT 16778
5.7 BL_RYLPLMBLVD 59+64.14 59+66.60 LT 16910
7/27/2026 7:53:08 AM Page 38 of 51
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
5.5 BL_RYLPLMBLVD 59+67.02 59+69.84 RT 16779
5.7 BL_RYLPLMBLVD 59+84.09 59+86.55 LT 16911
5.6 BL_RYLPLMBLVD 59+87.50 59+90.38 RT 16780
5.7 BL_RYLPLMBLVD 60+04.04 60+06.49 LT 16912
5.4 BL_RYLPLMBLVD 60+08.17 60+10.94 RT 16781
5.4 BL_RYLPLMBLVD 60+24.07 60+26.43 LT 16913
4.7 BL_RYLPLMBLVD 60+29.13 60+31.51 RT 16782
5.1 BL_RYLPLMBLVD 60+44.10 60+46.29 LT 16914
4.0 BL_RYLPLMBLVD 60+50.05 60+52.07 RT 16783
4.5 BL_RYLPLMBLVD 60+64.13 60+66.07 LT 16915
4.7 BL_RYLPLMBLVD 60+70.26 60+72.64 RT 16784
4.0 BL_RYLPLMBLVD 60+84.16 60+85.87 LT 16916
6.2 BL_RYLPLMBLVD 60+90.02 60+93.20 RT 16785
7.4 BL_RYLPLMBLVD 61+09.79 61+13.57 RT 16786
7.2 BL_RYLPLMBLVD 61+29.48 61+33.14 RT 16787
6.9 BL_RYLPLMBLVD 61+49.21 61+52.72 RT 16788
6.6 BL_RYLPLMBLVD 61+68.94 61+72.29 RT 16789
0711 11125 Thermoplastic, Standard, White, Solid, 24 For Stop Line And
Crosswalk
LF 14.5 283 BL_NW89DR 13+19.38 13+19.57 RT 3641
29.9 BL_NW89DR 14+34.33 14+34.38 LT 3639
26.2 BL_RIVERSD-DR 17+61.27 17+87.42 LT 3648
14.6 BL_RYLPLMBLVD 18+30.25 18+44.81 LT 18063
44.0 BL_RYLPLMBLVD 54+52.92 54+52.92 LT/RT 3642
46.8 BL_RYLPLMBLVD 54+83.38 55+30.18 LT 3647
56.7 BL_RYLPLMBLVD 55+27.85 55+84.54 RT 3645
50.6 BL_RYLPLMBLVD 56+19.08 56+19.08 LT/RT 3646
0711 11141 Thermoplastic, Standard, White, 2-4 Dotted Guideline/ 6-10
Gap Extension, 6"
GM 0.0130 0.248 BL_RIVERSD-DR 14+41.49 15+10.37 RT 4540
0.0133 BL_RIVERSD-DR 14+41.50 15+11.51 RT 4539
0.0144 BL_RIVERSD-DR 15+60.71 16+36.70 RT 9208
0.0241 BL_RIVERSD-DR 15+65.42 16+92.67 LT 18914
0.0163 BL_RIVERSD-DR 15+68.72 16+54.60 RT 9209
7/27/2026 7:53:08 AM Page 39 of 51
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
0.0028 BL_RIVERSD-DR 18+86.46 19+01.07 RT 14825
0.0152 BL_RYLPLMBLVD 19+69.18 20+49.21 LT 17501
0.0078 BL_RYLPLMBLVD 21+19.95 21+52.20 RT 15494
0.0106 BL_RYLPLMBLVD 22+54.36 23+10.42 RT 15490
0.0141 BL_RYLPLMBLVD 32+23.08 32+97.35 RT 18064
0.0195 BL_RYLPLMBLVD 55+09.48 55+86.06 RT 17414
0.0236 BL_RYLPLMBLVD 55+21.37 56+05.08 LT/RT 17413
0.0031 BL_RYLPLMBLVD 55+88.81 56+05.08 RT 17415
0.0142 BL_RYLPLMBLVD 57+29.27 58+04.20 LT 18913
0.0118 BL_RYLPLMBLVD 57+35.37 57+97.44 RT 4396
0.0179 BL_RYLPLMBLVD 59+08.55 60+02.97 LT 9212
0.0259 BL_RYLPLMBLVD 59+72.49 61+09.03 RT 4397
0711 11160 Thermoplastic, Standard, White, Message Or Symbol EA 1 5 BL_NW89DR 17+43.31 17+43.31 LT 18820
1 BL_RYLPLMBLVD 21+52.33 21+52.33 RT 15404
1 BL_RYLPLMBLVD 22+10.33 22+10.33 RT 15448
1 BL_RYLPLMBLVD 57+97.44 57+97.44 RT 4404
1 BL_RYLPLMBLVD 58+37.44 58+37.44 RT 4446
0711 11170 Thermoplastic, Standard, White, Arrow EA 1 32 BL_NW89DR-1 7+09.85 7+09.85 RT 18896
1 BL_RIVERSD-DR 12+14.18 12+14.18 RT 4663
1 BL_RIVERSD-DR 12+14.39 12+14.39 RT 4650
1 BL_RIVERSD-DR 14+25.61 14+25.61 LT 4722
1 BL_RIVERSD-DR 14+25.61 14+25.61 LT 6596
1 BL_RIVERSD-DR 14+83.15 14+83.15 LT 6610
1 BL_RIVERSD-DR 14+83.17 14+83.17 LT 4753
1 BL_RIVERSD-DR 15+40.85 15+40.85 LT 6627
1 BL_RIVERSD-DR 15+40.87 15+40.87 LT 4736
1 BL_RIVERSD-DR 16+51.66 16+51.66 RT 4855
1 BL_RIVERSD-DR 17+09.79 17+09.79 RT 4870
1 BL_RIVERSD-DR 17+20.56 17+20.56 RT 4840
1 BL_RIVERSD-DR 18+75.10 18+75.10 LT 4821
1 BL_RYLPLMBLVD 18+37.32 18+37.32 LT 14364
7/27/2026 7:53:08 AM Page 40 of 51
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
1 BL_RYLPLMBLVD 19+02.67 19+02.67 LT 4564
1 BL_RYLPLMBLVD 19+54.54 19+54.54 LT 19046
1 BL_RYLPLMBLVD 25+68.22 25+68.22 RT 16414
1 BL_RYLPLMBLVD 26+26.56 26+26.56 LT 4579
1 BL_RYLPLMBLVD 26+60.98 26+60.98 RT 10777
1 BL_RYLPLMBLVD 27+43.26 27+43.26 LT 16401
1 BL_RYLPLMBLVD 33+12.38 33+22.29 RT 15370
1 BL_RYLPLMBLVD 33+67.38 33+77.29 RT 15261
1 BL_RYLPLMBLVD 54+19.79 54+19.79 RT 4622
1 BL_RYLPLMBLVD 54+19.81 54+19.81…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .