845341padot110552.pdf

PROPOSAL REPORT

Project: 110552 Bid Package: 1

Current Let: 10/22/2026 11:00:00 AM Version: Current

Addendum Count: 0

District: 08 County: Lancaster

SR/SEC/Group ID: 0000/SGT/---

Description Water Street Bicycle Blvd

PROPOSAL Report - Project 110552

Page 1 of 157September 24, 2026 13:09:25 PM

TABLE OF CONTENTS

BID PACKAGE SUMMARY 5

PROJECT ITEMS AND QUANTITIES 6

SPECIAL PROVISIONS 16

00 - a00000 NPDES PERMIT INSPECTIONS - E&S QUALITY ASSURANCE 16 00 - a00001 Environmental Resource Avoidance 16 00 - a00002 NOTIFICATION OF HISTORIC RESOURCE 17 G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) 17 G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW 18 C164B - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 19 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 21 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 28 G2302A - a02302 Worker Protection and Investment 33 G2701B - a02701 LOCAL AUTHORITY CONTRACT--DEPARTMENT LET 34 G2902A - a02902 LOCALLY SPONSORED PROJECT PAYMENT PROCESS 34 00 - a10301 ADA CURB CUT RAMPS 35 00 - a10401 DESIGN BUILD RAMPS - CONSTRUCTION 36 00 - a12001 Project Coordination - Lancaster City and UGI ACT 2 REMEDIATION AREA Project 37 00 - a12002 Project Coordination - Water Street Stormwater Separation Project 39 D29890C - a29890 SPECIAL BIDDING – DESIGN-BUILD 40 S6012B - b06012 SECTION 601.3(f) BACKFILLING TRENCH 49 00 - b10101 ARCHITECTURAL SURFACE TREATMENT 50 00 - b10201 EXTERIOR PLANTING 52 00 - b10205 OVEREXCAVATION AND BACKFILL WITH COARSE AGGREGATE 57 00 - b10207 SIMULATED RUNOFF TEST - APPENDIX A WORK PLAN 58 00 - b10209 SIMULATED RUNOFF TEST - APPENDIX B PLANNED AND UNPLANNED

DISCHARGES SOP 62

00 - b10210 SINKHOLE REPAIR AND TREATMENT 71 00 - b10301 SUBSURFACE STONE STORAGE SYSTEM 72 00 - b10401 SURFACE STORMWATER SYSTEM 78 00 - b10501 TREE PROTECTION 80 00 - b10701 VIBRATION MONITORING 82 00 - c06301 ITEMS 4630-0031/0041 - PLAIN CEMENT CONCRETE CURB, 6” and 8"

HEIGHT CLASS AA CONCRETE 84

00 - c07031 ITEM 4703-0025 - NO. 57 COARSE AGGREGATE CLEAN WASHED 85 00 - c09011 ITEM 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION 85

00 - c09101 ITEM 4910-5055 - 2” DIRECT BURIAL CONDUIT, PULL TAPE 90 00 - c09361 ITEM 4936-0424 - RRFB ASSEMBLY WITH ACCESSIBLE PEDESTRIAN SIGNAL

(DBLE. SIDED), CITY OF LANC. 90

00 - c82130 ITEM 8213-0001 - DESIGN OF RETAINING WALL (NO AS-DESIGNED FOUNDATION

PROVIDED), S-L607 91

Page 2 of 157September 24, 2026 13:09:25 PM

00 - c82551 ITEM 8255-0001 - CONSTRUCTION OF RETAINING WALL, S-L607 97 00 - c90001 ITEM 9000-0005 - DESIGN BUILD RAMPS - DESIGN 97 00 - c90003 ITEM 9000-0006 - REMOVE AND RESET CHAIN-LINK FENCE 101 00 - c90005 ITEM 9000-0007 - VINYL COATED CHAIN-LINK FENCE, 8’ 102 00 - c90007 ITEM 9000-0008 - GREEN BIKE LANE PAVEMENT MARKINGS 103 00 - c90009 ITEM 9000-0011 - WHITE PREFORMED THERMOPLASTIC LEGEND, BIKE RIGHT

ARROW, 5’-0” X 3’-4” 105

00 - c90011 ITEM 9000-0012 - 6’ LOW PROFILE SPEED BUMP 106 00 - c90013 ITEM 9000-0013 - DEMOLITION OF GRANITE BLOCK RETAINING WALL 107 00 - c90015 ITEM 9000-0029 - REMOVABLE BOLLARD 108 00 - c90017 ITEM 9000-0905 - 45-WATT LED LUMINAIRE, ARM MOUNT, TYPE III 109 00 - c90019 ITEM 9000-0906 - 137-WATT LED LUMINAIRE, ARM MOUNT, TYPE III 110 00 - c90021 ITEM 9000-0907 - 137-WATT LED LUMINAIRE, ARM MOUNT, TYPE IV 110 00 - c90023 ITEM 9000-0908 - LIGHT POLE FOUNDATION 111 00 - c90025 ITEM 9000-0909 - ALUMINUM LIGHTING POLE (14-FOOT MOUNTING HEIGHT)

TYPE A 112

00 - c90027 ITEM 9000-0910 - ALUMINUM LIGHTING POLE (20-FOOT MOUNTING HEIGHT)

TYPE A 113

00 - c90029 ITEM 9000-0911 - FURNISH 2" DIRECT BURIAL CONDUIT 113 00 - c90031 ITEM 9000-0912 - FURNISH JUNCTION BOXES J.B.-2 114 00 - c90033 ITEM 9000-1001 - 8 INCH PERFORATED HDPE PIPE 114 00 - c90035 ITEM 9000-1002 - 8 INCH SOLID HDPE PIPE 115 00 - c90037 ITEM 9000-1005 - ANTI-SEEP COLLAR 116 00 - c90039 ITEM 9000-1006 - PIPE PENETRATION THROUGH GEOMEMBRANE 116 00 - c90041 ITEM 9000-1007 - CLEANOUT 117 00 - c90043 ITEM 9000-1008 - CONCRETE CHECK DAM WITH SPLASH BLOCK 117 00 - c90045 ITEM 9000-1009 - CURB CUT WITH SPLASH BLOCK 118 00 - c90047 ITEM 9000-1010 - CURB EXTENSION INLET WITH ENERGY DISSIPATOR 119 00 - c90049 ITEM 9000-1011 - DOMED OUTLET RISER STRUCTURE WITH FILTER INSERT 120 00 - c90051 ITEM 9000-1012 - SEWER HOOD 121 00 - c90053 ITEM 9000-1013 - NON-WOVEN GEOTEXTILE 122 00 - c90055 ITEM 9000-1014 - DEEP CURB AT GI CURB EXTENSIONS 122 00 - c90057 ITEM 9000-1015 - INLET DEBRIS SCREEN 123 00 - c90059 ITEM 9000-1016 - JUTE MATTING 124 00 - c90061 ITEM 9000-1017 - OBSERVATION WELL 124 00 - c90063 ITEM 9000-1018 - CONNECTING TO EXISTING STRUCTURES AND SEWERS 125 00 - c90065 ITEM 9000-1020 - UTILITY SLEEVE 127 00 - c90067 ITEM 9000-1021 - WHEEL GUARD 128 00 - c90069 ITEM 9000-1022 - STORMWATER SOIL – FURNISHED AND PLACED 129 00 - c90071 ITEM 9000-1024 - 12 INCH PERFORATED HDPE PIPE 138 00 - c90073 ITEM 9000-1025 - CLEANOUT AND OBSERVATION WELL FRAME AND COVER 139 00 - c90075 ITEM 9000-1026 - GEOMEMBRANE LINER 139 00 - c90077 ITEM 9000-1028 - SIMULATED RUNOFF TEST 140

Page 3 of 157September 24, 2026 13:09:25 PM

00 - c90079 ITEM 9000-1029 - PERMANENT INLET FILTER BAG FOR TYPE M & C INLETS 143 00 - c90081 ITEM 9000-1030 - SALVAGED STONE BLOCK SEATING 144 00 - c90083 ITEM 9000-1051 - SITE WORK PLAN (WITH HEALTH AND SAFETY PLAN) 145 00 - c90085 ITEM 9000-1052 - EXCAVATION SAMPLING, ANALYSIS, AND REPORTING 147 00 - c90087 ITEM 9000-1053/1054 - DISPOSAL OF REGULATED FILL/RESIDUAL WASTE 149 00 - c90089 ITEMS 9000-1055/1056/1057 - MANAGEMENT OF POTENTIALLY IMPACTED

GROUNDWATER 150

00 - c92031 ITEM 9203-0101 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM 152

00 - c96011 ITEMS 9601-0001/0002 - FURNISH 12” and 18" THERMOPLASTIC PIPE, GROUP I, 15’-1.5’ FILL 154

00 - c96051 ITEM 9605-0001 through 9605-0004 - FURNISH MANHOLES INLETS FRAMES

COVERS 155

00 - c96241 ITEMS 9624-0001/0002/0003 - RIGHT-OF-WAY FENCE, TYPE 1, ANY HEIGHT

INCLUDES POSTS 156

Page 4 of 157September 24, 2026 13:09:25 PM

BID PACKAGE SUMMARY

Project: 110552 Bid Package: 1

Project Type: Municipal Posted:

Federal Project Status: PENNDOT Oversight Non-NHS State Type of Work: MISCELLANEOUS

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-1

Scheduled Let: 10/22/2026 11:00:00 AM Project Cost Range: $5,000,000.00 - $7,499,999.99 Anticipated NTP: 01/19/2027 Structure Work: 9.00%

Required Completion: 09/19/2028 DBE: 0% Wage Rates: Yes

Description:

This project consists of bike/pedestrian improvements in the City of Lancaster as indicated on the approved drawings included in the Bid Package for STATE ROUTE 0000, SECTION 000, in LANCASER COUNTY, CITY OF LANCASTER, for approximately 8,169.85 linear feet (1.547 mile). From Fairview Avenue to Seymour Street, the scope of work includes a new shared use path, retaining walls, lighting, and green stormwater infrastructure. From Seymour Street to Hazel Street, the scope of work includes curb, on-street bicycle facilities, speed cushions, raised crosswalks, and green stormwater infrastructure. From Hazel Street to Conestoga Street, the scope of work includes a new shared use path, retaining walls, lighting, public art/wayfinding signage, and green stormwater infrastructure.

From Conestoga Street to W James Street, the scope of work includes on-street bicycle facilities, speed cushions, pedestrian ramp improvements, intersection bulb-outs, green stormwater infrastructure, and rectangular rapid flashing beacons (RRFBs).

Additional Information:

This is an ECMS project. All Addenda will be electronically posted.The location of the public bid opening is the Commonwealth Keystone Building, 7th Floor, Contract Awards Room, 400 North Street, Harrisburg. Allow sufficient time before the bid opening to obtain a visitor pass on the 5th Floor and to be escorted to the 7th Floor Contract Awards Room.

Page 5 of 157September 24, 2026 13:09:25 PM

PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

0201-0001 A Lump Sum 1.0000 N

CLEARING AND GRUBBING

0203-0001 C Cubic Yard 3,200.0000 N

CLASS 1 EXCAVATION

0204-0001 C1, H Cubic Yard 154.0000 N

CLASS 2 EXCAVATION

0204-0100 C1, S1, T1 Cubic Yard 263.0000 N

CLASS 3 EXCAVATION

0204-0150 C1, H, S Cubic Yard 1,311.0000 N

CLASS 4 EXCAVATION

0205-0100 C1 Cubic Yard 491.0000 N

FOREIGN BORROW EXCAVATION

0220-0010 K1 Cubic Yard 25.0000 N

FLOWABLE BACKFILL, TYPE B

0313-0423 E Square Yard 1,810.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 4 1/2"

DEPTH

0316-0524 E, F1 Square Yard 779.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0

MM MIX, 5" DEPTH

0316-0527 E, F1 Square Yard 779.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0

MM MIX, 6 1/2" DEPTH

0350-0104 C, E Square Yard 465.0000 N

SUBBASE 4" DEPTH (NO. 2A)

0350-0106 C, E Square Yard 2,575.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0108 C, E Square Yard 2,589.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0410-2532 F Ton 1,278.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (SCRATCH), PG 64S-22, 3 TO < 10 MILLION ESALS, 9.5 MM

FG MIX, SRL-H

0413-0248 F Square Yard 3,921.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, 1 1/2"

DEPTH, SRL-L

0413-0298 F Square Yard 22,295.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS, 9.5 MM MIX, 1 1/2"

Page 6 of 157September 24, 2026 13:09:25 PM

DEPTH, SRL-H

0413-0308 F Ton 515.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS, 9.5 MM MIX, SRL-H

0413-2086 F Ton 64.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG 64S-22, 3 TO < 10 MILLION ESALS, 9.5

MM MIX, SRL-H

0413-6045 F Square Yard 2,111.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 19.0 MM MIX, 2 1/2"

DEPTH

0413-6057 F Ton 475.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS, 19.0 MM MIX

0460-0001 F4 Square Yard 50,138.0000 N

ASPHALT TACK COAT

0491-0013 F3 Square Yard 20,677.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0014 F3 Square Yard 1,653.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0601-0311 H Linear Foot 705.0000 N

12" THERMOPLASTIC PIPE, GROUP I, 15'-1.5' FILL

0601-0312 H Linear Foot 155.0000 N

15" THERMOPLASTIC PIPE, GROUP I, 15'-1.5' FILL

0601-0313 H Linear Foot 13.0000 N

18" THERMOPLASTIC PIPE, GROUP I, 15'-1.5' FILL

0605-2401 K Set 10.0000 N

MANHOLE FRAME AND COVER

0605-2731 K Set 36.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2771 K Set 7.0000 N

TYPE C FRAME AND BICYCLE SAFE GRATE

0605-2781 K Set 4.0000 N

TYPE M FRAME AND BICYCLE SAFE GRATE

0605-2850 K Each 50.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0606-0150 C1, K Set 31.0000 N

GRADE ADJUSTMENT OF EXISTING MANHOLES

0606-0160 C1, K Set 26.0000 N

GRADE ADJUSTMENT OF EXISTING WATER VALVES

0606-0161 C1, K Set 13.0000 N

GRADE ADJUSTMENT OF EXISTING GAS VALVES

Page 7 of 157September 24, 2026 13:09:25 PM

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0615-0023 H2 Linear Foot 91.0000 N

8" SUBSURFACE DRAIN OUTLETS

0624-0275 A, J2 Linear Foot 415.0000 N

REMOVAL OF EXISTING RIGHT-OF-WAY FENCE

4630-0031 K Linear Foot 879.0000 N Proj

PLAIN CEMENT CONCRETE CURB, 6" HEIGHT CLASS AA CONCRETE

4630-0041 K Linear Foot 2,814.0000 N Proj

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT CLASS AA CONCRETE

0676-0001 K Square Yard 2,204.0000 N

CEMENT CONCRETE SIDEWALK

0686-0010 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE A

0686-0050 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0695-0004 K Square Foot 900.0000 N

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE

0703-0022 C1, H Cubic Yard 488.0000 N

NO. 8 COARSE AGGREGATE

0703-0025 C1, H Cubic Yard 1.0000 N

NO. 57 COARSE AGGREGATE

4703-0025 C1, H Cubic Yard 628.0000 N Proj

NO. 57 COARSE AGGREGATE CLEAN WASHED

0703-0100 C1, H Cubic Yard 49.0000 N

TYPE A FINE AGGREGATE

0802-0001 C1, M Cubic Yard 1,123.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0026 M3 Pound 88.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA C CONSERVATION MIX, INCLUDING MULCH

0804-0027 M3 Pound 133.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA L CLEAR ZONE MIX, INCLUDING MULCH

0804-0036 M3 Pound 310.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA B RESIDENTIAL MIX

0804-0043 M3 Pound 225.0000 N

Page 8 of 157September 24, 2026 13:09:25 PM

SEEDING - FORMULA T TEMPORARY GRASS MIX

0805-0019 M3 Square Yard 2,731.0000 N

MULCHING - WOOD CHIPS, 3" DEPTH

0806-0112 M2 Square Yard 1,250.0000 N

TEMPORARY SHORT-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 2C

0808-0101 M Each 7.0000 N

TREE

0808-0102 M Each 37.0000 N

0808-0103 M Each 54.0000 N

0808-0120 M Each 235.0000 N

SHRUB

0808-0130 M Each 1,748.0000 N

PLANTINGS

0810-0052 A, M1 Each 39.0000 N

SELECTIVE TREE REMOVAL

0811-0003 J2, M Linear Foot 157.0000 N

TEMPORARY PROTECTIVE FENCE

0849-0010 C1 Each 2.0000 N

ROCK CONSTRUCTION ENTRANCE

0850-0031 C1 Cubic Yard 3.0000 N

ROCK, CLASS R-3

0855-0003 M2 Each 1.0000 N

PUMPED WATER FILTER BAG

0860-0000 M2 Each 48.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0002 M2 Each 4.0000 N

INLET FILTER BAG FOR TYPE C INLET

0860-0010 M2 Each 9.0000 N

CONCRETE BLOCK/GRAVEL INLET PROTECTION FOR TYPE M INLET

0867-0012 M2 Linear Foot 1,272.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0867-0018 M2 Linear Foot 50.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0867-0022 M2 Linear Foot 275.0000 N

COMPOST FILTER SOCK, 24" DIAMETER

Page 9 of 157September 24, 2026 13:09:25 PM

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0910-0001 C1, P8 Each 4.0000 N

JUNCTION BOXES J.B.-1

0910-0002 C1, P8 Each 10.0000 N

JUNCTION BOXES J.B.-2

0910-4114 P8 Linear Foot 5,100.0000 N

AWG 4 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-4116 P8 Linear Foot 5,300.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

4910-5055 C1, P8 Linear Foot 3,230.0000 N Proj

2" DIRECT BURIAL CONDUIT , PULL TAPE

0910-6000 C1, P8 Linear Foot 2,675.0000 N

TRENCH

0910-7020 P8 Each 2.0000 N

COMPLETE POWER SUPPLY SYSTEM

0910-7210 P8 Lump Sum 1.0000 N

TESTING OF ENTIRE LIGHTING SYSTEM

0931-0001 R Square Foot 574.0000 N

POST MOUNTED SIGNS, TYPE B

0935-0001 R Square Foot 397.0000 N

POST MOUNTED SIGNS, TYPE F

4936-0424 P Each 1.0000 N Proj

RECTANGULAR RAPID FLASHING BEACON ASSEMBLY WITH ACCESSIBLE PEDESTRIAN SIGNAL (DOUBLE SIDED) , CITY OF LANCASTER

0937-0300 R Each 41.0000 N

FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-1, WHITE POST WITH WHITE SHEETING

0941-0001 R Each 14.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0945-0001 R Each 10.0000 N

RESET POST MOUNTED SIGNS, TYPE F

0954-0012 P8 Linear Foot 127.0000 N

2 INCH CONDUIT

0954-0153 C1, P8 Linear Foot 127.0000 N

TRENCH AND BACKFILL, TYPE III

0954-0201 P8 Linear Foot 110.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0401 P8 Each 1.0000 N

ELECTRICAL SERVICE, TYPE A

Page 10 of 157September 24, 2026 13:09:25 PM

0954-0600 P8 Each 1.0000 N

UNINTERRUPTIBLE POWER SUPPLY (UPS)

0960-0001 O2 Linear Foot 881.0000 N

4" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0002 O2 Linear Foot 7,155.0000 N

4" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0005 O2 Linear Foot 3,555.0000 N

6" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0011 O2 Linear Foot 275.0000 N

12" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0021 O2 Linear Foot 3,255.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0024 O2 Linear Foot 505.0000 N

8" WHITE HOT THERMOPLASTIC TRANSVERSE PAVEMENT MARKINGS

0960-0112 O2 Each 8.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "PED", 8' - 0"

0960-0120 O2 Each 46.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "SPEED HUMP SYMBOL", 6' - 0" X 6'-0"

0960-0255 O2 Linear Foot 9.0000 N WHITE HOT THERMOPLASTIC LEGEND, "YIELD LINE", 12" X 18" TRIANGLE, (MIN 6 TRIANGLES PER LINE)

0960-0257 O2 Linear Foot 65.0000 N WHITE HOT THERMOPLASTIC LEGEND, "YIELD LINE", 24" X 36" TRIANGLE, (MIN 4 TRIANGLES PER LINE)

0960-0430 O2 Each 11.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "BIKE", 6' - 0"

0960-0432 O2 Each 2.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "STRAIGHT ARROW", 6' - 0" X 1' -8"

0960-1121 O2 Each 61.0000 N

WHITE HOT THERMOPLASTIC LEGEND, SHARED LANE MARKING

0971-0001 R Each 22.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0975-0001 R Each 31.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

8213-0001 X Lump Sum 1.0000 N Proj

DESIGN OF RETAINING WALL (NO AS-DESIGNED FOUNDATION PROVIDED), S-L607

8255-0001 S5 Lump Sum 1.0000 N Proj

CONSTRUCTION OF RETAINING WALL, S-L607

9000-0005 X Each 32.0000 N Proj

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DESIGN BUILD RAMPS - DESIGN

9000-0006 J, J2 Linear Foot 206.0000 N Proj

REMOVE AND RESET CHAIN-LINK FENCE

9000-0007 J, J2 Linear Foot 268.0000 N Proj

VINYL COATED CHAIN-LINK FENCE, 8'

9000-0008 O, O2 Square Foot 180.0000 N Proj

GREEN BIKE LANE PAVEMENT MARKINGS

9000-0011 O, O2 Each 1.0000 N Proj

WHITE PREFORMED THERMOPLASTIC LEGEND, BIKE RIGHT ARROW, 5'-0" X 3'-4"

9000-0012 R Each 1.0000 N Proj

6' LOW PROFILE SPEED BUMP

9000-0013 C1 Lump Sum 1.0000 N Proj

DEMOLITION OF GRANITE BLOCK RETAINING WALL

9000-0029 J2 Each 18.0000 N Proj

REMOVABLE BOLLARD

9000-0905 P Each 21.0000 N Proj

45-WATT LED LUMINAIRE, ARM MOUNT, TYPE III

9000-0906 P Each 5.0000 N Proj

137-WATT LED LUMINAIRE, ARM MOUNT, TYPE III

9000-0907 P Each 2.0000 N Proj

137-WATT LED LUMINAIRE, ARM MOUNT, TYPE IV

9000-0908 P Each 28.0000 N Proj

LIGHT POLE FOUNDATION

9000-0909 P Each 21.0000 N Proj

ALUMINUM LIGHTING POLE (14-FOOT MOUNTING HEIGHT) TYPE A

9000-0910 P Each 7.0000 N Proj

ALUMINUM LIGHTING POLE (20-FOOT MOUNTING HEIGHT) TYPE A

9000-0911 P8 Linear Foot 2,120.0000 N Proj

FURNISH 2" DIRECT BURIAL CONDUIT

9000-0912 P8 Each 2.0000 N Proj

FURNISH JUNCTION BOXES J.B.-2

9000-1001 H Linear Foot 446.0000 N Proj

8 INCH PERFORATED HDPE PIPE

9000-1002 H Linear Foot 296.0000 N Proj

8 INCH SOLID HDPE PIPE

9000-1005 H Each 4.0000 N Proj

ANTI-SEEP COLLAR

Page 12 of 157September 24, 2026 13:09:25 PM

9000-1006 H Each 9.0000 N Proj

PIPE PENETRATION THROUGH GEOMEMBRANE

9000-1007 H Each 17.0000 N Proj

CLEANOUT

9000-1008 H Each 4.0000 N Proj

CONCRETE CHECK DAM WITH SPLASH BLOCK

9000-1009 H Each 6.0000 N Proj

CURB CUT WITH SPLASH BLOCK

9000-1010 H Each 2.0000 N Proj

CURB EXTENSION INLET WITH ENERGY DISSIPATOR

9000-1011 K Each 4.0000 N Proj

DOMED OUTLET RISER STRUCTURE WITH FILTER INSERT

9000-1012 H Each 45.0000 N Proj

SEWER HOOD

9000-1013 C3 Square Yard 13,636.0000 N Proj

NON-WOVEN GEOTEXTILE

9000-1014 K Linear Foot 455.0000 N Proj

DEEP CURB AT GI CURB EXTENSIONS

9000-1015 H Each 4.0000 N Proj

INLET DEBRIS SCREEN

9000-1016 C3 Square Yard 210.0000 N Proj

JUTE MATTING

9000-1017 H Each 9.0000 N Proj

OBSERVATION WELL

9000-1018 H Each 30.0000 N Proj

CONNECTING TO EXISTING STRUCTURES AND SEWERS

9000-1020 H Linear Foot 53.0000 N Proj

UTILITY SLEEVE

9000-1021 H Each 4.0000 N Proj

WHEEL GUARD

9000-1022 M3 Cubic Yard 140.0000 N Proj

STORMWATER SOIL FURNISHED AND PLACED

9000-1024 H Linear Foot 138.0000 N Proj

12 INCH PERFORATED HDPE PIPE

9000-1025 H Each 25.0000 N Proj

CLEANOUT AND OBSERVATION WELL FRAME AND COVER

9000-1026 C3 Square Yard 321.0000 N Proj

GEOMEMBRANE LINER

Page 13 of 157September 24, 2026 13:09:25 PM

9000-1028 H Lump Sum 1.0000 N Proj

SIMULATED RUNOFF TEST

9000-1029 H Each 28.0000 N Proj

PERMANENT INLET FILTER BAG FOR TYPE M & C INLETS

9000-1030 M Each 11.0000 N Proj

SALVAGED STONE BLOCK SEATING

9000-1051 X Lump Sum 1.0000 N Proj

SITE WORK PLAN (WITH HEALTH AND SAFETY PLAN)

9000-1052 X Lump Sum 1.0000 N Proj

EXCAVATION SAMPLING, ANALYSIS, AND REPORTING

9000-1053 X Ton 1,350.0000 N Proj

DISPOSAL OF REGULATED FILL

9000-1054 X Ton 450.0000 N Proj

DISPOSAL OF RESIDUAL WASTE

9000-1055 X Day 7.0000 N Proj

MANAGEMENT OF GROUNDWATER POTENTIALLY IMPACTED BY POLYAROMATIC HYDROCARBONS AND METALS, 1-

200 GPM

9000-1056 X Day 7.0000 N Proj

MANAGEMENT OF GROUNDWATER POTENTIALLY IMPACTED BY POLYAROMATIC HYDROCARBONS AND METALS, >200 - <400 GPM

9000-1057 X Day 7.0000 N Proj

MANAGEMENT OF GROUNDWATER POTENTIALLY IMPACTED BY POLYAROMATIC HYDROCARBONS AND METALS, >400 GPM

9203-0101 C1, U Lump Sum 1.0000 N Proj

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM

9601-0001 H Linear Foot 840.0000 N Proj

FURNISH 12" THERMOPLASTIC PIPE, GROUP I, 15'-1.5' FILL

9601-0002 H Linear Foot 185.0000 N Proj

FURNISH 18" THERMOPLASTIC PIPE, GROUP I, 15'-1.5' FILL

9605-0001 K Each 1.0000 N Proj

FURNISH TYPE 4 MANHOLE, STORM WATER HEIGHT < /= 5'

9605-0002 K Set 5.0000 N Proj

FURNISH MANHOLE FRAME AND COVER

9605-0003 K Set 5.0000 N Proj

FURNISH TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

9605-0004 K Each 5.0000 N Proj

FURNISH STANDARD INLET BOX, HEIGHT < /= 10'

9624-0001 J2 Linear Foot 75.0000 N Proj

RIGHT-OF-WAY FENCE, TYPE 1, 5' HEIGHT INCLDUES POSTS

Page 14 of 157September 24, 2026 13:09:25 PM

9624-0002 J2 Each 7.0000 N Proj

RIGHT-OF-WAY FENCE, TYPE 1, 5' HEIGHT POSTS ONLY

9624-0003 J2 Linear Foot 272.0000 N Proj

RIGHT-OF-WAY FENCE, TYPE 1, 8' HEIGHT INCLUDES POSTS

Page 15 of 157September 24, 2026 13:09:25 PM

SPECIAL PROVISIONS

Special Provision: 00 - a00000 NPDES PERMIT INSPECTIONS - E&S QUALITY ASSURANCE Addendum:

Action:

Item(s) Associated:

Header:

NPDES PERMIT INSPECTIONS - E&S QUALITY ASSURANCE

Provision Body:

E&S QUALITY ASSURANCE

All work shall comply with the following erosion and sediment control regulations and requirements.

National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharges Associated with Construction and Lands Disturbance Activities.

Contractor shall comply with all stipulations in the approved NPDES Permit (PAD360162).a.

Contractor shall identify a visual inspector with the appropriate qualifications as stipulated by the NPDES permit prior to the pre-construction meeting.

b.

Effective December 8, 2025, site inspections must be performed, and Visual Site Inspection Reports must be completed by qualified personnel that are trained and experienced in E&S BMP and PCSM SCM construction, function, and maintenance and are familiar with the E&S and PCSM Plans for the project site. A person is qualified when one or more of the following conditions are satisfied:

They have completed the Qualified Site Inspector Training Program in DEP’s Clean Water Academy initially and every two years thereafter;

i.

They hold active certification as a Certified Professional in Erosion and Sediment Control (CPESC) or as a Certified Erosion, Sediment, and Stormwater Inspector (CESSWI) from a recognized organization; or ii.

They can demonstrate to the satisfaction of DEP/LCCD that they have qualifications equivalent to or exceeding those identified in Paragraphs (i) or (ii). If this option is selected, the person must submit documentation of their training and experience to DEP/CCD and receive written approval from DEP/LCCD prior to conducting site inspections, unless waived by DEP/LCCD.

iii.

c.

For site inspectors satisfying Paragraph (i) or (ii), the permittee must provide documentation (e.g., completion certificate) of the inspector’s qualifications upon the request of DEP/LCCD.

d.

The approved visual inspector shall perform visual site inspections weekly and after each precipitation event greater than 0.25 inches to ensure the project's E&S Best Management Practices (BMPs) are functioning properly. Each inspection shall utilize the visual site inspection report (PA DEP Form 3899-FM-BCW0271d) or alternative log showing identical information to DEP's report. The reports/log shall be maintained on site and be made available to LCCD officials at the time of inspection.

e.

A.

Regulations of the Commonwealth of Pennsylvania and PADEPB.

PennDOT Publication 408C.

PADEP Erosion and Sediment Pollution Control Program Manual.D.

Project Specific Details:

Special Provision: 00 - a00001 Environmental Resource Avoidance Addendum:

Action:

Page 16 of 157September 24, 2026 13:09:25 PM

THREATENED AND ENDANGERED SPECIES – BAT AVOIDANCE MEASURES

Provision Body:

The project area includes potential habitat for both the endangered Indiana bat (Myotis sodalis) and northern long-eared bat (Myotis septentrionalis). Potential roost trees for these bat species are located within 1000 feet of the work area. Current federal regulations limit tree cutting, tree topping, and tree trimming of roost trees to a specific time of year. As such, conservation measures include the following:

All tree cutting activity is prohibited from April 1st through November 15th, during each calendar year of construction.

Special Provision: 00 - a00002 NOTIFICATION OF HISTORIC RESOURCE

NOTIFICATION OF HISTORIC RESOURCE

Provision Body:

This project is located within the Lancaster Historic District, which is listed in the National Register of Historic Places (NRHP). The project includes work within a Temporary Construction Easement (TCE) on Parcel 11 (205 Hazel Street), which is a contributing resource. The following restrictions apply to work within the TCE:

Construction activities shall be completed within six (6) months from the initiation of work, unless otherwise approved by the Engineer in coordination with the District Cultural Resources Professional (CRP).

1.

Work activities shall be limited to those shown in the approved construction plans. Any changes or additional work shall require prior review and written approval by the Engineer in coordination with the District CRP.

2.

The Contractor shall take care to avoid damage to contributing historic structures, features, and setting. No staging, storage, or equipment operation shall occur outside designated work areas.

3.

Upon completion of work, all disturbed areas within the TCEs shall be restored to pre-construction conditions or better in a manner consistent with the historic character of the property and as shown on the approved construction plans.

4.

Special Provision: G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL)

Action:

Item(s) Associated:

Page 17 of 157September 24, 2026 13:09:25 PM

APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL)

Provision Body:

APPLICABLE DESIGNATED SPECIAL PROVISIONS. The following Designated Special Provisions are found in Appendix C and apply to this bid proposal.

DSP7. Disadvantaged Business Enterprise (DBE) Requirements for Federally-funded Construction Projects.

DSP8. F.A.R. - Required Contract Provisions Federal-Aid Construction Contracts FHWA-1273 (Revised October 23, 2023). Also attached to the Proposal/Contract.

DSP9. Special Supplement - Anti-Pollution Measures - August 26, 1999.

DSP12. Executive Order 11246, with Appendix A and B.

DSP13. Buy America.

DSP15. Commonwealth Standard Terms and Conditions.

DSP16. Lobbying Certification Form. (Form is located in ECMS File Cabinet and must be completed and uploaded to the Contractor Checklist in ECMS).

DSP17. Federal Audit Clause.

DSP19. The United States Department of Transportation (USDOT) Standard Title VI/Non-Discrimination Assurances.

DSP20. FAR 52.240-1 Prohibition on Unmanned Aircraft Systems Manufactured or Assembled by American Security Drone Act- Covered Foreign Entities.

Special Provision: G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

I. Contract Provisions – Right to Know Law 8-K-1532

a. The Pennsylvania Right-to-Know Law (RTKL), 65 P.S. §§ 67.101-3104, applies to this Contract.

b. If the Department needs assistance in any matter arising out of the RTKL related to this Contract, the Department will notify the Contractor using the legal contact information provided in this Contract. The Contractor, at any time, may designate a different contact for such purpose upon reasonable prior written notice to the Department.

Page 18 of 157September 24, 2026 13:09:25 PM

c. Upon written notification from the Department that it requires assistance in responding to a request under the RTKL for information related to this Contract that may be in the Contractor’s possession, constituting, or alleged to constitute, a public record in accordance with the RTKL (“Requested Information”), the Contractor will:

1. Provide the Department, within 10 calendar days after receipt of written notification, access to, and copies of, any document or information in the Contractor’s possession arising out of this Contract that the Department reasonably believes is Requested Information and may be a public record under the RTKL; and

2. Provide such other assistance as the Department may reasonably request, in order to comply with the RTKL with respect to this Contract.

d. If the Contractor considers the Requested Information to include a request for a Trade Secret or Confidential Proprietary Information, as those terms are defined by the RTKL, or other information that the Contractor considers exempt from production under the RTKL, notify the Department and provide, within 7 calendar days of receiving the written notification, a written statement signed by a representative of the Contractor explaining why the requested material is exempt from public disclosure under the RTKL.

e. The Department will rely upon the written statement from the Contractor in denying a RTKL request for the Requested Information unless the Department determines that the Requested Information is clearly not protected from disclosure under the RTKL. Should the Department determine that the Requested Information is clearly not exempt from disclosure, provide the Requested Information within 7 calendar days of receipt of written notification of the Department’s determination.

f. Failing to provide the Requested Information within the time period required by these provisions, indemnify and hold the Department harmless for any damages, penalties, costs, detriment or harm that the Department may incur as a result of this failure, including any statutory damages assessed against the Department.

g. The Department will reimburse the Contractor for any costs associated with complying with these provisions only to the extent allowed under the fee schedule established by the Office of Open Records or as otherwise provided by the RTKL if the fee schedule is inapplicable.

h. The Contractor may file a legal challenge to any Department decision to release a record to the public with the Office of Open Records, or in the Pennsylvania Courts, however, indemnify the Department for any legal expenses incurred by the Department as a result of such a challenge and hold the Department harmless for any damages, penalties, costs, detriment or harm that the Department may incur as a result of the failure, including any statutory damages assessed against the Department, regardless of the outcome of such legal challenge. As between the parties, agree to waive all rights or remedies that may be available as a result of the Department’s disclosure of Requested information pursuant to the RTKL.

i. The Contractor’s duties relating to the RTKL are continuing duties that survive the expiration of this Contract and continue as long as the Requested Information remains in the Contractor's possession.

Special Provision: C164B - a00164 CHANGES TO SPECIFICATIONS: SECTION 106

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

SECTION 106—CONTROL OF MATERIAL

Page 19 of 157September 24, 2026 13:09:25 PM

106.10(a) Buy America Provisions. Revise last paragraph to read as follows:•

Products manufactured of foreign steel or iron materials may be used, provided the cumulative cost of such products as they are delivered to the project does not exceed 0.1% of the total contract amount, or $2,500, whichever is greater.

Add 106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS.•

106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

(a) Build America, Buy America Act. The Federal Bipartisan Infrastructure Law (Public Law 117-58) includes the Build America, Buy America Act that requires all iron, steel, manufactured products, and construction materials used to be produced in the United States.

The term produced in the United States defined as:

1. Iron or Steel Products. All manufacturing processes from the initial melting stage through the application of coatings occurred in the United States according to Section 106.10(a).

2. Manufactured Product. Final assembly of all manufactured products permanently incorporated into the project must be manufactured in the United States.

2.a A manufactured product, not predominantly steel or iron, is defined as an article, material, or supply that has been processed into a specific form and shape, or combined with other articles, materials, or supplies to create a product with different properties than the individual articles, materials, or supplies.

2.b Predominantly steel or iron is defined as greater than or equal to 50 percent of the total cost of the manufactured product.

2.c Manufactured products that are predominantly steel or iron must comply with Buy America provisions according to Section 106.10(a).

2.d If an article, material, or supply meets this definition but could also be classified as an excluded material or other product category, that article, material, or supply is not a manufactured product.

2.e Mixtures of excluded materials delivered to a work site without final form for incorporation into a project are also not manufactured products.

2.f Manufactured products where the final assembly did not occur in the United States may be used, provided the cumulative cost of such manufactured products is no more than the lesser of $1 million or 5% of total applicable costs for the project.

3. Construction Materials.

3.a All manufacturing processes for construction materials occurred in the United States.

3.b Construction materials includes an article, material, or supply that is or consists primarily of:

non-ferrous metals,• plastic and polymer-based products including polyvinylchloride, composite building materials, and polymers used in fiber optic cables, glass including optic glass,• lumber, or• drywall•

Items that consist of two or more of the listed materials that have been combined together through a manufacturing process, and items that include at least one of the listed materials combined with a material that is not listed through a manufacturing process, should be treated as manufactured products, rather than as construction materials.

3.c Limitation with Respect to Aggregates. Shall not include cement and cementitious materials, aggregates such as stone, sand, or gravel, or aggregate binding agents or additives.

3.d Construction materials where all manufacturing processes did not occur in the United States may be used, provided

Page 20 of 157September 24, 2026 13:09:25 PM the cumulative cost of such construction materials is no more than the lesser of $1 million of 5% of total applicable costs for the project.

Special Provision: C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413

Addendum:

CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413

Provision Body:

SECTION 313—SUPERPAVE ASPHALT MIXTURE DESIGN, STANDARD CONSTRUCTION, BASE COURSE

Section 313.3(m) Tests for Depth. Revise to read as follows:•

(m) Tests for Depth.

(m) Tests for Depth. Replace with the following:

Control the loose depth of each layer to construct the base course to the compacted depth indicated and within the specified tolerance. On the top lift and in the presence of the Inspector, drill full-depth cores at one random location selected by the Inspector according to PTM No. 1 in each 3,000 square yards of completed base course and at other locations the Inspector suspects are deficient. After the Inspector completes depth measurements, backfill, compact, and seal core holes with the mixture used to construct the course.

The Inspector will measure the full-depth cores according to PTM No. 737. Pavement deficient in depth by 1/2 inch or more and that cannot be satisfactorily corrected is defective. Immediately delineate the limits of pavement deficient in depth from the core location by proceeding longitudinally, forward and backward, obtaining additional pavement cores every 50 feet until the depth is less than 1/2 inch deficient of the design depth. The defective course will be the full width of the affected lane.

SECTION 314—SUPERPAVE ASPHALT MIXTURE DESIGN, STANDARD CONSTRUCTION, ASPHALT RICH BASE COURSE

Section 314.3(m) Tests for Depth. Revise to read as follows:•

(m) Tests for Depth.

(m) Tests for Depth. Replace with the following:

Control the loose depth of each layer to construct the ARBC to the compacted depth indicated and within the specified tolerance. In the presence of the Inspector, drill full-depth cores at one random location selected by the Inspector according to PTM No. 1 in each 3,000 square yards of completed ARBC and at other locations the Inspector suspects are deficient. After the Inspector completes depth measurements, backfill, compact, and seal core holes with ARBC.

The Inspector will measure the full-depth cores according to PTM No. 737. Pavement deficient in depth by 1/2 inch or more and that cannot be satisfactorily corrected is defective. Immediately delineate the limits of pavement deficient in depth from the core location by proceeding longitudinally, forward and backward, obtaining additional pavement cores every 50 feet until the depth is less than 1/2 inch deficient of the design depth. The defective course will be the full width of the affected lane.

SECTION 360—ASPHALT TREATED PERMEABLE BASE COURSE

Page 21 of 157September 24, 2026 13:09:25 PM

Section 360.2(e)3. Production. Revise to read as follows:•

3. Production. During the first day of production, take at least three asphalt content and gradation tests to verify the mixture conforms to the JMF. After the first day, perform tests for asphalt content and aggregate gradation according to the QC Plan and PTM No. 1. Produce ATPBC conforming to the gradation requirements in Table A and with an asphalt content within 0.8% of the JMF (n=1). Ensure the aggregate is uniformly coated with asphalt and no runoff of excess asphalt is observed.

Section 360.3(m). Tests for Depth. Revise to read as follows:•

(m) Tests for Depth: Binder and Wearing Courses. Replace with the following:

Carefully dig or drill one random 6-inch diameter test hole selected by the Representative according to PTM No. 1 to the full depth of the ATPBC for each 3,000 square yards, or less, of completed base course. The Representative may require additional test holes in areas the Representative suspects are deficient in depth. The Representative will measure the depth of the base course. Using material acceptable to the Representative, backfill the test holes and compact the material to fill the test hole flush with the completed base course.

ATPBC deficient in depth by 1/2 inch or more is defective. Immediately delineate the limits of ATPBC deficient in depth from the location by proceeding longitudinally, forward and backward, obtaining additional test holes every 50 feet until the depth is less than 1/2 inch deficient of the indicated depth. The defective course will be the full width of the affected lane.

SECTION 410—SUPERPAVE MIXTURE DESIGN, STANDARD AND RPS CONSTRUCTION OF PLANT-MIXED ASPHALT FINE-

GRADED COURSES

Section 410.3. CONSTRUCTION. Revise to read as follows:•

410.3 CONSTRUCTION—Section 413.3 using the test procedures, limits, and tolerances for a 9.5 mm nominal maximum aggregate size mixture except where procedures, limits and tolerances are specifically indicated for a 9.5 mm fine-graded nominal maximum aggregate size mixture and as modified as follows:

Revise Table G to include 9.5 mm Fine Grade Wearing Course as follows:

TABLE G

Mixture Minimum Indicated Compacted Depths

Mixture Minimum Depth

9.5 mm Fine Grade Wearing Course 1 inch

SECTION 412—SUPERPAVE MIXTURE DESIGN, CONSTRUCTION OF PLANT-MIXED 6.3 MM ASPHALT OVERLAY COURSES

Section 412.3(a)2. Preplacement Meeting. Revise to read as follows:•

2. Preplacement Meeting. At least 2 weeks before placing asphalt paving mixtures, schedule an asphalt preplacement meeting with the Representative to review at a minimum the specification, paving operation QC Plan, sequence of paving operations, asphalt mixture temperature checks, mixture acceptance, density acceptance and the care and custody of asphalt acceptance samples.

Section 412.3(h)1.a. Placing. Revise to read as follows:•

1.a Placing. Unless otherwise allowed, deliver, place, and compact 6.3 mm paving mixtures during daylight hours. Ensure the mixture does not contain lumps of cold material. Deliver and place 6.3 mm paving mixtures at the laying temperatures specified in Table B.

Material placed outside the temperature limits as specified in Table B is defective.

Utilize a Material Transfer Vehicle (MTV) as specified in Section 108.05(c)5 for 6.3 mm paving mixtures unless otherwise approved by the Representative.

Section 412.4(a)4.b. Dispute Resolution. Revise TABLE H to read as follows:•

Page 22 of 157September 24, 2026 13:09:25 PM

TABLE H

Dispute Resolution Retest Cost Table

Test Method

Mixture Acceptance Retest Cost if Retest Results Indicate

100% Pay Factor(s) for Full Lots (n > 3)* or Single Sample (n=1) Requirements in Table B were met for Partial Lots (n < 3)**

Mixture Acceptance Retest Cost if Retest Results Indicate

< 100% Pay Factor(s) for Full Lots (n > 3)* or Single Sample (n=1) Requirements in Table B were not met for Partial Lots (n < 3)**

PTM No.

702/739 $900 $3,500

PTM No. 757 $500 $2,000

* For full lots (n ≥ 3) where the original test results indicated a defective lot, only the pay factor(s) where original test results indicated a defective lot for asphalt content or percent passing the 75 μm (No. 200) sieve will be utilized to determine the retest cost.

** For partial lots (n < 3) where the original test results indicated a pay parameter (asphalt content, percent passing the 75 µm (No. 200) sieve, or both) did not meet the Single Sample (n = 1) requirements in Table B, only the pay parameter(s) that did not meet the Single Sample (n =1) requirements will be utilized to determine the retest cost.

SECTION 413—SUPERPAVE MIXTURE DESIGN, STANDARD AND RPS CONSTRUCTION OF PLANT-MIXED ASPHALT

COURSES WITH PERCENT WITHIN LIMITS AND LTS TESTING (PWS-LTS)

Section 413.2(e)1. Recycled Asphalt Material. Revise to read as follows:•

1. Virgin Material Mixtures. Size, uniformly grade, and combine aggregate fractions, asphalt binder, and either WMA Technology additive(s) or modifier(s) in proportions to produce a JMF that conforms to the material, gradation, and volumetric Superpave Asphalt Mixture Design requirements according to Bulletin 27, Chapter 2A. Produce an asphalt mixture for the specified nominal maximum aggregate size and design ESALs except as procedurally modified by the WMA Technology Manufacturer Technical Representative (Technical Representative) to address laboratory procedures when preparing, compacting and testing asphalt mixtures to achieve a uniform blend. Special additive(s) or modifier(s) need not be used if mixture temperature, workability, and compaction can be achieved solely through plant mechanical modification to produce foamed asphalt. Do not incorporate the WMA Technology additive, modifier or process during the volumetric asphalt mixture design process, so that the JMF volumetrics and material percentages are based on a mixture with no WMA Technology. Only use the WMA Technology additive, modifier or process to evaluate results from moisture susceptibility testing during the mix design process. Develop an asphalt mixture JMF, then incorporate the WMA Technology additive, modifier, or process into that JMF during production. Create an asphalt JMF cover sheet (Form TR-448A) for approval containing the WMA Technology used, additive dosage rate or percent water added for foaming, material code, and the TSR data from the moisture susceptibility testing.

Submit a copy of each completed JMF, signed by a certified Asphalt Level 2 plant technician, to the DME/DMM at least 3 weeks before the planned start of mixture production. Include a list of all material sources and the asphalt mixture producer in the JMF.

Provide the calibration factors (Cf and 200 Cf) according to PTM No. 757 with the JMF. Do not start mixture production until after the DME/DMM reviews the JMF.

Submit a new JMF with a change in material sources or if a new JMF is necessary to produce a mixture conforming to this specification.

No additional revisions were made to Section 413.2(e)1.•

Section 413.2(e)1.d.5. Volumetric Analysis of Compacted Specimens. Revise TABLE A as follows:•

TABLE A

Job-Mix Formula Composition Tolerance Requirements of the Completed Mix

Page 23 of 157September 24, 2026 13:09:25 PM

Single Sample (n=1) Multiple

Samples (n > 3)

Gradation Passing 12.5 mm (1/2 inch) and Larger Sieves +8% +6% Passing 9.5 mm (3/8 inch) to 150 µm (No. 100) Sieves (Inclusive) +6% +4%

Passing 75 µm (No. 200) Sieve +3.0% +2.0% Asphalt Content

19.0 mm Asphalt mixtures and smaller +0.7% +0.4%

25.0 mm Asphalt mixtures and larger +0.8% +0.5%

Temperature of Mixture (F)

Class of Material

Type of Material

Chemical, Organic, Foaming Additives

Minimum*

Mechanical Foaming Equipment/Process

Minimum* Maximum*

PG 58S-28 Asphalt Binder 215 230 310 PG 64S-22 Asphalt Binder 220 240 320 PG 64E-22 Asphalt Binder 240 260 330

All other Binders Asphalt Binder

The higher of 215 or the minimum temp.

specified in Bulletin 25 minus 45F

The higher of 230 or the minimum temp.

specified in Bulletin 25 minus 30F

As specified in Bulletin

* Outline in the Producer QC Plan and follow more restrictive temperature requirements provided by the WMA technology manufacturer or Technical Representative(s) for production and placement of the mixture. Determine the SGC compaction temperature for the production QC which yields the same target air voids as the designed JMF. Include the SGC compaction temperature in the Producer QC Plan. Compact the completed mixture in the SGC for QC volumetric analysis at the SGC compaction temperature according to the guidelines provided by the Technical Representative.

Section 413.2(i)2. Certification Acceptance. Revise to read as follows:•

2. Certification Acceptance. Acceptance by certification is appropriate for the following mixtures, conditions, or applications:

Scratch courses, leveling courses less than 2-inch depth and driveway adjustments.•

Mixtures used by Department maintenance forces.•

Mixtures purchased by local or municipal governments.•

Mixtures placed in quantities not exceeding 500 tons in a continuous placement operation unless otherwise directed by the Representative.

Mixtures used for parking lots.•

All 4.75 mm NMAS asphalt mixtures.•

Other mixtures, conditions, or applications as approved by the Representative.•

2.a General. Obtain certification from the mixture Producer. Use all QC tests during mixture production as acceptance tests. Certify mixtures using Form CS-4171B. Include, or attach, the QC test results on the form. Provide the form to the Inspector-in-Charge within 1 working day after completing the QC tests. Certify mixtures as specified in Section 106.03(b)3 and the requirements below.

2.b Certification of Mixture. Certify each mixture daily if QC test results conform to the single sample and multiple sample JMF production tolerances of Table A. The acceptance values will be:

Asphalt Content.•

Page 24 of 157September 24, 2026 13:09:25 PM

Percent Passing the 2.36 mm (No. 8) sieve (not applicable for 4.75 mm NMAS asphalt mixtures).•

Percent Passing the 75 µm (No. 200) sieve.•

If using printed ticket results in place of laboratory test results for asphalt content, certify that at least 90% of each day’s printed ticket results for asphalt content are within 0.2 percentage points of the JMF.

If the mixture does not conform to the above requirements, do not certify the mixture. Instead, provide all QC test results to the Inspector-in-Charge. If using printed ticket results for asphalt content, provide the percentage of daily printed ticket results within 0.2 percentage points of the JMF to the Inspector-in-Charge. Payment will be determined according to Table H based on the QC test results.

If a day’s production is interrupted by corrective action, material produced after the corrective action may be certified if QC test results conform to production tolerances.

2.c Maintaining Approval to Certify Mixtures. The Department may suspend a plant’s approval to certify mixtures if QC is not performed according to the Producer QC Plan, mixtures are not produced according to Bulletin 27, a mixture cannot be certified on 2 consecutive production days, or as described below.

The Department may take IA samples of the completed mixture at the plant. In the presence of the Department, test the IA samples for asphalt content and gradation according to the test methods indicated in the Producer QC Plan. Take immediate corrective actions if the mixture does not conform to Table A.

The Department may take QA samples of the completed mixture at the plant or on the roadway directly from the uncompacted mixture placed by the paving equipment specified in Section 413.3(e). The Department will test QA samples according to PTM No. 757 or PTM No. 702, Modified Method D, if previously identified problematic aggregates are used in the mixture, for conformance to Table A. If the results of the QA samples do not comply with Table A, review the Producer QC Plan and the QC test results that followed the QA samples for conformance to Table A. If QC results do not conform to Table A, perform the corrective actions necessary to provide a mixture conforming to Table A.

After completing corrective actions or the sample review, the Department will perform an on-site evaluation of the Producer’s plant operation and QC and then take a sample of the completed mixture at the plant. In the presence of the Representative, test the sample.

If the sample does not comply with Table A, the Department will suspend certification. Immediately suspend shipping mixtures accepted by certification to the project.

After testing verifies that the produced mixture conforms to Tables A and B and with the Representative present, conduct JMF verification according to the Producer QC Plan. After successfully completing JMF verification, resume both certification and shipping mixtures accepted by certification to the project.

Section 413.3(a)2.