850088padot82199.pdf

PROPOSAL REPORT

Project: 82199 Bid Package: 1

Current Let: 12/03/2026 11:00:00 AM Version: Current

Addendum Count: 0

District: 06 County: Philadelphia

SR/SEC/Group ID: 73/000/---

Description Cottman Ave: Castor to US 1 (City of Philadelphia Bid No. 3993) Design-Build ADA Ramps

PROPOSAL Report - Project 82199

Page 1 of 200October 14, 2026 10:19:57 AM

TABLE OF CONTENTS

BID PACKAGE SUMMARY 6

PROJECT ITEMS AND QUANTITIES 7

SPECIAL PROVISIONS 20

G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) 20 G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW 20 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 C173B - a00173 CHANGES TO SPECIFICATIONS: SECTION 106 34 G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS 37 G501A - a00501 AIR POLLUTION CONTROL IN AIR BASINS 37 G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN 38 G1001B - a01001 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL 38

G1601A - a01601 E.E.O. COVERED AREA 39 G2302A - a02302 Worker Protection and Investment 40 G2701B - a02701 LOCAL AUTHORITY CONTRACT--DEPARTMENT LET 41 00 - a02702 TITLE REFERENCES IN SPECIAL PROVISION TEXT 41 00 - a02703 LOCAL AUTHORITY CONTRACTS - CONTRACT ADMINISTRATION

REQUIREMENTS 42

G2902A - a02902 LOCALLY SPONSORED PROJECT PAYMENT PROCESS 43 S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH 43 I68C - c00068 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE 44

I70C - c00070 ITEM 9000-5103 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE 45

I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE 46 I19992A - c19992 ITEM 1999-9999 - TRAINEES 48 I60025A - c60025 ITEM 9000-0409 12-STRAND FIBER OPTIC CABLE SPLICE ENCLOSURE 50 I60034A - c60034 ITEM 9000-112X EMERGENCY PREEMPTION SYSTEM, XXXXX

APPROACH(ES) 51

I65001A - c65001 ITEM 9000-4999 CITY OF PHILADELPHIA APPLE IPAD(S) FOR INSPECTION 52 I69021A - c69021 ITEM 9001-0103 PROVISION OF SERVICES FROM CITY OF PHILA SURVEY

DISTRICT PHL 53

I69022A - c69022 ITEM 9001-0104 UNFORESEEN ROADWAY CONSTRUCTION PHL 54 I69024A - c69024 ITEM 9001-0106 UNIFORMED TRAFFIC CONTROL OFFICERS PHL 55 I69025A - c69025 ITEM 9001-0107 VEHICLE REMOVAL PHL 56 G69100A - c69100 PHILADELPHIA STREET LIGHTING GENERAL SPECIFICATIONS 58 I69101A - c69101 4910-411X AWG [X] UNDERGROUND CABLE, COPPER, 1 CONDUCTOR, STREET LIGHTING PHL 59

I69102A - c69102 ITEM 4910-5055 2" DIRECT BURIAL CONDUIT, STREET LIGHTING PHL 60 I69104A - c69104 ITEM 4910-7210 TESTING OF ENTIRE LIGHTING SYSTEM, STREET

LIGHTING PHL 61

Page 2 of 200October 14, 2026 10:19:57 AM

I69105B - c69105 ITEM 9001-021X REMOVE EXISTING STREET LIGHTING EQUIPMENT PHL 62 I69106A - c69106 ITEM 9001-088X UTILITY MANHOLE MODIFICATION FOR TRAFFIC SIGNAL

OR STREET LIGHTING SERVICE PHL 64

I69107A - c69107 ITEM 9001-088X PROVISION OF SERVICES FROM PECO, [STREET

LIGHTING OR TRAFFIC SIGNAL] PHL 65

I69111A - c69111 ITEM 9001-090X STREET OR PEDESTRIAN LIGHT POLE FOUNDATION PHL 66 I69112A - c69112 ITEM 9001-0902 STREET LIGHT 30 FOOT POLE PHL 67 I69117A - c69117 ITEM 9001-092X STREET LIGHT BRACKET ARM, [X] FOOT PHL 69 I69118A - c69118 ITEM 9001-0929 TESTING AND COMMISSIONING OF SMART LIGHTING

CONTROL SYSTEM PHL 70

P121A - D06 Additional Specifications 71 P118A - D06 Changes to Specifications for City of Philadelphia Projects: Section 102,103, 105, 107, 108, 110 71 P127A - D06 City of Philadelphia Special Provisions 73

P115A - D06 INSURANCE 77

P124A - D06 Wage Rates 79 D65010A - d10000 SPECIAL BIDDING – DESIGN-BUILD – ADA RAMPS – PHL 79 D29899A - d10010 QUALITY PLAN WITH QUALITY ASSURANCE REVIEW BY DEPARTMENT -

LOW BID DESIGN 88

I69016A - d10020 ITEM 9001-0672 DESIGN OF ADA RAMPS (BY QUADRANT) PHL 92 I69015A - d10030 ITEM 9001-0651 CONSTRUCTION OF ADA RAMPS (BY QUADRANT), CONCRETE PHL 97

00 - e10000 PRIVATE UTILITY CASTING COORDINATION 101 00 - e10010 Intersection Media Coordination 102 00 - f00020 ITS & TRAFFIC SYSTEMS TESTING PROCEDURES 103

00 - ITEM 0901-0001 MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION 106

00 - ITEM 4630-0021 PLAIN CEMENT CONCRETE CURB, 4" HEIGHT , VARIABLE DEPTH 109

00 - ITEM 4676-0001 CEMENT CONCRETE SIDEWALK, 6" DEPTH 110

00 - ITEM 4695-0002 DETECTABLE WARNING SURFACE, CAST IRON , MODIFIED CITY

STANDARD 111

00 - ITEM 4860-0000 INLET FILTER BAG FOR TYPE M INLET (IP2) 111

00 - ITEM 4867-0012 COMPOST FILTER SOCK, 12" DIAMETER STANDARD CITY INLET

PROTECTION (IP1) 112

00 - ITEM 9000-0001 MODULAR CURB SYSTEM 113

00 - ITEM 9000-0002 DECORATIVE IMPRINTED MEDIAN, TYPE E - HERRINGBONE, MAROON

COLOR, HEAVY DUTY 113

00 - ITEM 9000-0004 CITY INLET 114

00 - ITEM 9000-0005/0011 FIRE HYDRANT RELOCATION/RESET 115

00 - ITEM 9000-0006 STREET TREE 117

00 - ITEM 9000-0007 4-FT OPEN MOUTH GRATE INLET 117

00 - ITEM 9000-0008 15-INCH INLET CONNECTION 119

00 - ITEM 9000-0012 REMOVE FIRE HYDRANT 120

00 - ITEM 9000-0039 ELECTRICAL SERVICE WIRE, #4 AWG 120

Page 3 of 200October 14, 2026 10:19:57 AM

00 - ITEM 9000-0040 METRO STREET NAME SIGN - ROUTE MARKER 24" x 48" 121

00 - ITEM 9000-0041 3-SECTION, 12" TRAFFIC SIGNAL HEAD, OVERHEAD MOUNT 122

00 - ITEM 9000-0042 TRAFFIC SIGN, POLE MOUNTED 124

00 - ITEM 9000-0043 TRAFFIC SIGN POST 125

00 - ITEM 9000-0044 VIDEO DETECTION, ONE CAMERA 126

00 - ITEM 9000-0046 TRAFFIC SIGNAL SUPPORT, 45' MAST ARM 128

00 - ITEM 9000-0048 RESET OR REMOVE INLET 131

00 - ITEM 9000-00XX AWG X UNDERGROUND CABLE, ALUMINUM, 1 CONDUCTOR 131

00 - ITEM 9000-0165 COORDINATION WITH PECO - TRAFFIC SIGNALS 133

00 - ITEM 9000-0323 RESET PWD WATER VALVE BOX 133

00 - ITEM 9000-0326 RESET PWD MANHOLE FRAME AND COVER (36” AND SMALLER) 134

00 - ITEM 9000-0350 PROVISION OF TESTING OF OVERHEAD CATENARY - SEPTA TROLLEY

LINES 135

00 - ITEM 9000-0402 FIBER OPTIC CABLE, UNDERGROUND, 12-STRAND 136

00 - ITEM 9000-0404 PROVING UNDERGROUND UTILITY DUCTS 139

00 - ITEM 9000-0405 LOCATE AND REPAIR EXISTING CONDUIT 140

00 - ITEM 9000-0406 FIBER OPTIC ETHERNET COMMUNICATIONS APPLIANCE, 1G LAYER 2,

SWITCH 141

00 - ITEM 9000-0408 FIBER OPTIC PATCH CABLE, LC CONNECTORS 144

00 - ITEM 9000-0451 ATMS INTEGRATION AND SOFTWARE MODIFICATIONS, CITY OF

PHILADELPHIA 145

00 - ITEM 9000-0760 REMOVE EXISTING INLET 146

00 - ITEM 9000-0888 SERVICE DISCONNECT, STREET LIGHTING PHL, #2 AWG 146

00 - ITEM 9000-1512 AND 9000-1513 STREET AND PEDESTRIAN LUMINAIRE 147

00 - ITEM 9000-2005 PVC STREET LIGHTING CONDUIT, 2” 149

00 - ITEM 9000-2007 PVC STREET LIGHTING CONDUIT, 2” ELBOW 150

00 - ITEM 9000-2009 PVC TRAFFIC CONDUIT, 3” 151

00 - ITEM 9000-200X CONDUIT TRENCHING AND RESTORATION, TYPE X 152

00 - ITEM 9000-2011 PVC TRAFFIC CONDUIT, 3” ELBOW 153

00 - ITEM 9000-2017 COMPOSITE JUNCTION BOX, 12"X18"X12" 154

00 - ITEM 9000-2018 JUNCTION BOX, 17” X 30” 155

00 - ITEM 9000-2019 CIRCULAR COMPOSITE JUNCTION BOX, 39" OD X 24" 157

00 - ITEM 9000-2023 TRAFFIC C-POST, 20' 158

00 - ITEM 9000-2025 TRAFFIC D-POLE 159

00 - ITEM 9000-2027 STANDARD FOUNDATION (D-POLE) 161

00 - ITEM 9000-203X TRAFFIC SIGNAL SUPPORT, XX' MAST ARM WITH LUMINAIRE

ARM 163

00 - ITEM 9000-204X STANDARD FOUNDATION, TYPE X 166

00 - ITEM 9000-2051 PEDESTRIAN SIGNAL HEAD, COUNTDOWN 167

00 - ITEM 9000-2056 ATC STANDARD CONTROLLER ASSEMBLY, ATC RACK-MOUNT CABINET

(67” H X 24” W X 30” D) 169

00 - ITEM 9000-205X ACCESSIBLE PEDESTRIAN SIGNALS, X CROSSINGS 179

00 - ITEM 9000-2063 ELECTRICAL SERVICE WIRE - #6 AWG 180

00 - ITEM 9000-2074 METRO STREET NAME SIGN 12" X 48" 181

Page 4 of 200October 14, 2026 10:19:57 AM

00 - ITEM 9000-2075 METRO STREET NAME SIGN 12" X 36" 182

00 - ITEM 9000-2076 METRO/ONEWAY STREET NAME SIGN 24" X 48" 183

00 - ITEM 9000-2077 OVERHEAD STREET NAME SIGN 184

00 - ITEM 9000-2079 3-SECTION, 12" TRAFFIC SIGNAL HEAD, POLE MOUNT 185

00 - ITEM 9000-2088 REMOVAL OF TRAFFIC SIGNAL EQUIPMENT PER INTERSECTION 186

00 - ITEM 9000-2091 RELOCATE TRAFFIC SIGNS 187

00 - ITEM 9000-2092 REMOVE TRAFFIC SIGNS 188

00 - ITEM 9000-2093 TRAFFIC SIGN, POST MOUNTED 189

00 - ITEM 9000-2100 AS-BUILT SURVEY & DRAWINGS FOR CURBLINES AND RIGHTS-OF-WAY 190

00 - ITEM 9000-60XX INSTALL PWD WATER RELAY FACILITIES 191

00 - ITEM 9000-7030 AS-BUILT SURVEY AND DRAFTING 194

00 - ITEM 9000-70XX INSTALL PWD GSI 195

00 - ITEM 9000-8000 TREE PROTECTION FENCE 198

00 - ITEM 9000-XXXX TRAFFIC SIGNAL CABLE, XX CONDUCTOR 198

Page 5 of 200October 14, 2026 10:19:57 AM

BID PACKAGE SUMMARY

Project: 82199 Bid Package: 1

Project Type: Municipal Posted:

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

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-1

Scheduled Let: 12/03/2026 11:00:00 AM Project Cost Range: $15,000,000.00 - $19,999,999.99 Anticipated NTP: 03/01/2027 Structure Work: 0.00%

Required Completion: 05/20/2029 DBE: 0% Wage Rates: Yes

Description:

The proposed project consists of streetscape and safety improvements along Cottman Avenue (State Route 73, Section 000) between Castor Avenue and Roosevelt Boulevard (SR 1). There are no proposed improvements at the intersections of Castor Avenue and Roosevelt Boulevard. Improvements along Cottman Avenue will include new highway and pedestrian lighting, a new signalized mid-block pedestrian crossing, upgraded traffic signals, raised center medians, Americans with Disabilities Act (ADA) curb ramps, sidewalk bumpouts, and street trees. The project will incorporate green stormwater infrastructure (GSI) facilities and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 0073, SECTION 000, in Philadelphia County from approximately STA 12+25.00 at Segment 0030/0031 Offset 1856/1869 to approximately STA 52+50.00 at Segment 0040/0041 Offset 3378/3351.

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 contact Contract Awards and be escorted to the 7th Floor Contract Awards Room. Contract Awards can be reached at 717-395-9754.

Due to recent changes in the Keystone Building, there is no longer a reception on the 5th Floor to greet and check-in visitors.

Page 6 of 200October 14, 2026 10:19:57 AM

PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

0203-0001 C Cubic Yard 1,177.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 3,122.0000 N

SAW CUTTING

0205-0001 C1 Cubic Yard 137.0000 N

COMMON BORROW EXCAVATION

0212-0014 C3, H, M2 Square Yard 801.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0301-0006 D Square Yard 444.0000 N

PLAIN CEMENT CONCRETE BASE COURSE, 10" DEPTH

0350-0106 C, E Square Yard 448.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0120 C, E Cubic Yard 44.0000 N

SUBBASE (NO. 2A)

0413-0397 F Square Yard 26,338.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64E-22, 3 TO < 10 MILLION ESALS, 9.5 MM MIX, 1 1/2"

DEPTH, SRL-E

0413-6095 F Square Yard 461.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64E-22, 3 TO < 10 MILLION ESALS, 19.0 MM MIX, 2 1/2"

DEPTH

0413-7019 F Ton 50.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE (LEVELING), PG 64E-22, 3 TO < 10 MILLION ESALS, 19.0 MM

MIX

0413-9999 X Dollar 40,080.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

0460-0003 F4 Square Yard 26,783.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0491-0012 F3 Square Yard 25,903.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0003 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE B

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

Page 7 of 200October 14, 2026 10:19:57 AM

0627-2091 J1 Linear Foot 204.0000 N

TEMPORARY BARRIER, WATER-FILLED, TRAFFIX DEVICE SENTRY

0627-3020 J1 Linear Foot 388.0000 N

TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=2'

4630-0021 K Linear Foot 2,924.0000 N Proj

PLAIN CEMENT CONCRETE CURB, 4" HEIGHT , VARIABLE DEPTH

4676-0001 K Square Yard 2,943.0000 N Proj

CEMENT CONCRETE SIDEWALK , 6" DEPTH

0686-0040 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE C

0688-0002 X Lump Sum 1.0000 N

MICROCOMPUTER WITH BATTERY BACKUP SYSTEM, TYPE A

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

4695-0002 K Square Foot 162.0000 N Proj

DETECTABLE WARNING SURFACE, CAST IRON , MODIFIED CITY STANDARD

0696-0610 J1 Each 2.0000 N

TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 3

0696-0660 J1 Each 1.0000 N

TEMPORARY IMPACT ATTENUATING DEVICE, TYPE VI, TEST LEVEL 3

0697-0610 J1 Each 1.0000 N

RESET TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 3

0802-0001 C1, M Cubic Yard 657.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0025 M3 Pound 30.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA B RESIDENTIAL MIX, INCLUDING MULCH

0804-0032 M3 Pound 27.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0845-0001 M2 Dollar 5,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0855-0003 M2 Each 1.0000 N

PUMPED WATER FILTER BAG

4860-0000 M2 Each 8.0000 N Proj

INLET FILTER BAG FOR TYPE M INLET (IP2)

4867-0012 M2 Linear Foot 138.0000 N Proj

COMPOST FILTER SOCK, 12" DIAMETER STANDARD CITY INLET PROTECTION (IP1)

Page 8 of 200October 14, 2026 10:19:57 AM

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0231 Q Day 30.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0240 Q, R Square Foot 45.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0910-0001 C1, P8 Each 1.0000 N

JUNCTION BOXES J.B.-1

4910-4113 P8 Linear Foot 2,280.0000 N Std

AWG 2 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR , STREET LIGHTING PHL

4910-4114 P8 Linear Foot 10,305.0000 N Std

AWG 4 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR , STREET LIGHTING PHL

4910-4115 P8 Linear Foot 4,195.0000 N Std

AWG 6 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR , STREET LIGHTING PHL

4910-5055 C1, P8 Linear Foot 7,303.0000 N Std

2" DIRECT BURIAL CONDUIT , STREET LIGHTING PHL

4910-7210 P8 Lump Sum 1.0000 N Std

TESTING OF ENTIRE LIGHTING SYSTEM , STREET LIGHTING PHL

0954-0152 C1, P8 Linear Foot 338.0000 N

TRENCH AND BACKFILL, TYPE II

0954-0153 C1, P8 Linear Foot 6,407.0000 N

TRENCH AND BACKFILL, TYPE III

0960-0002 O2 Linear Foot 3,538.0000 N

4" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0005 O2 Linear Foot 9,397.0000 N

6" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0006 O2 Linear Foot 294.0000 N

6" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0021 O2 Linear Foot 4,977.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0022 O2 Linear Foot 284.0000 N

24" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0023 O2 Linear Foot 880.0000 N

6" WHITE HOT THERMOPLASTIC TRANSVERSE PAVEMENT MARKINGS

0960-0027 O2 Linear Foot 880.0000 N

4" WHITE HOT THERMOPLASTIC TRANSVERSE PAVEMENT MARKINGS

0960-0101 O2 Each 16.0000 N

Page 9 of 200October 14, 2026 10:19:57 AM

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

0960-0113 O2 Each 10.0000 N

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

0960-0224 O2 Each 16.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "LEFT ARROW", 12' - 0" X 3' - 0"

0960-0302 O2 Each 10.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "2", 8' - 0"

0960-0305 O2 Each 10.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "5", 8' - 0"

0960-0402 O2 Each 2.0000 N

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

0960-0419 O2 Each 2.0000 N

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

0960-0421 O2 Each 2.0000 N

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

0962-1000 O Linear Foot 595.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 511.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0963-0001 O2, O3 Square Foot 256.0000 N

PAVEMENT MARKING REMOVAL

0963-0004 O2, O3 Linear Foot 1,251.0000 N

4" PAVEMENT MARKING REMOVAL

0963-0006 O2, O3 Linear Foot 65.0000 N

6" PAVEMENT MARKING REMOVAL

1999-9999 Z Hour 2,000.0000 N Std

TRAINEES

9000-0001 K Linear Foot 1,398.0000 N Proj

MODULAR CURB SYSTEM

9000-0002 O2 Square Yard 439.0000 N Proj

DECORATIVE IMPRINTED MEDIAN, TYPE E - HERRINGBONE, MAROON COLOR, HEAVY DUTY

9000-0004 H Each 2.0000 N Proj

CITY INLET

9000-0005 H Each 2.0000 N Proj

FIRE HYDRANT RELOCATION

9000-0006 M Each 33.0000 N Proj

STREET TREE

Page 10 of 200October 14, 2026 10:19:57 AM

9000-0007 H Each 2.0000 N Proj

4-FT OPEN MOUTH GRATE INLET

9000-0008 H Linear Foot 170.0000 N Proj

15-INCH INLET CONNECTION

9000-0011 H Each 6.0000 N Proj

RESET FIRE HYDRANT

9000-0012 H Each 2.0000 N Proj

REMOVE FIRE HYDRANT

9000-0015 P Linear Foot 1,728.0000 N Proj

AWG 2 UNDERGROUND CABLE, ALUMINUM, 1 CONDUCTOR

9000-0016 P Linear Foot 8,802.0000 N Proj

AWG 4 UNDERGROUND CABLE, ALUMINUM, 1 CONDUCTOR

9000-0017 P Linear Foot 3,510.0000 N Proj

AWG 6 UNDERGROUND CABLE, ALUMINUM, 1 CONDUCTOR

9000-0037 P Linear Foot 3,345.0000 N Proj

TRAFFIC SIGNAL CABLE, 5 CONDUCTOR

9000-0038 P Linear Foot 500.0000 N Proj

TRAFFIC SIGNAL CABLE, 7 CONDUCTOR

9000-0039 P8 Linear Foot 3,721.0000 N Proj

ELECTRICAL SERVICE WIRE, #4 AWG

9000-0040 R Each 16.0000 N Proj

METRO STREET NAME SIGN - ROUTE MARKER 24" X 48"

9000-0041 P Each 23.0000 N Proj

3-SECTION, 12" TRAFFIC SIGNAL HEAD, OVERHEAD MOUNT

9000-0042 R Each 18.0000 N Proj

TRAFFIC SIGN, POLE MOUNTED

9000-0043 R Each 42.0000 N Proj

TRAFFIC SIGN POST

9000-0044 P Each 8.0000 N Proj

VIDEO DETECTION, ONE CAMERA

9000-0046 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 45' MAST ARM

9000-0048 H Each 6.0000 N Proj

RESET OR REMOVE INLET

9000-0165 X Lump Sum 1.0000 N Proj

COORDINATION WITH PECO - TRAFFIC SIGNALS

9000-0323 H Each 1.0000 N Proj

RESET PWD WATER VALVE BOX

Page 11 of 200October 14, 2026 10:19:57 AM

9000-0326 H Each 6.0000 N Proj

RESET PWD MANHOLE FRAME AND COVER (36" AND SMALLER)

9000-0350 ZZ Dollar 10,000.0000 $1.00 Y Proj

PROVISION OF TESTING OF OVERHEAD CATENARY - SEPTA TROLLEY LINES

9000-0402 P Linear Foot 480.0000 N Proj

FIBER OPTIC CABLE, UNDERGROUND, 12-STRAND

9000-0404 P Dollar 3,500.0000 $1.00 Y Proj

PROVING UNDERGROUND UTILITY DUCTS

9000-0405 P Each 1.0000 N Proj

LOCATE AND REPAIR EXISTING CONDUIT

9000-0406 P Each 4.0000 N Proj

FIBER OPTIC ETHERNET COMMUNICATIONS APPLIANCE, 1G LAYER 2, SWITCH

9000-0408 P Each 16.0000 N Proj

FIBER OPTIC PATCH CABLE, LC CONNECTORS

9000-0409 P Each 4.0000 N Std

12-STRAND FIBER OPTIC CABLE SPLICE ENCLOSURE

9000-0451 ZZ Dollar 25,000.0000 $1.00 Y Proj

ATMS INTEGRATION AND SOFTWARE MODIFICATIONS, CITY OF PHILADELPHIA

9000-0760 C1, H Each 3.0000 N Proj

REMOVE EXISTING INLET

9000-0888 P Each 12.0000 N Proj

SERVICE DISCONNECT, STREET LIGHTING PHL, #2 AWG

9000-1120 P Each 1.0000 N Std

EMERGENCY PREEMPTION SYSTEM, THREE APPROACHES

9000-1121 P Each 3.0000 N Std

EMERGENCY PREEMPTION SYSTEM, FOUR APPROACHES

9000-1512 P Each 62.0000 N Proj

STREET LIGHT LUMINAIRE

9000-1513 P Each 48.0000 N Proj

PEDESTRIAN LUMINAIRE

9000-2001 C1, P8 Linear Foot 12.0000 N Proj

CONDUIT TRENCHING AND RESTORATION, TYPE I

9000-2002 C1, P8 Linear Foot 857.0000 N Proj

CONDUIT TRENCHING AND RESTORATION, TYPE II

9000-2003 C1, P8 Linear Foot 568.0000 N Proj

CONDUIT TRENCHING AND RESTORATION, TYPE III

9000-2005 P Linear Foot 1,156.0000 N Proj

Page 12 of 200October 14, 2026 10:19:57 AM

PVC STREET LIGHTING CONDUIT, 2"

9000-2007 P Each 71.0000 N Proj

PVC STREET LIGHTING CONDUIT, 2" ELBOW

9000-2009 P Linear Foot 1,778.0000 N Proj

PVC TRAFFIC CONDUIT, 3"

9000-2011 P Each 128.0000 N Proj

PVC TRAFFIC CONDUIT, 3" ELBOW

9000-2017 P Each 9.0000 N Proj

COMPOSITE JUNCTION BOX, 12"X18"X12"

9000-2018 P Each 2.0000 N Proj

JUNCTION BOX, 17" X 30"

9000-2019 P Each 4.0000 N Proj

CIRCULAR COMPOSITE JUNCTION BOX, 39" OD X 24"

9000-2023 P Each 20.0000 N Proj

TRAFFIC C-POST, 20'

9000-2025 P Each 3.0000 N Proj

TRAFFIC D-POLE

9000-2027 P Each 3.0000 N Proj

STANDARD FOUNDATION (D-POLE)

9000-2032 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 20' MAST ARM WITH LUMINAIRE ARM

9000-2033 P Each 4.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 30' MAST ARM WITH LUMINAIRE ARM

9000-2034 P Each 4.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 35' MAST ARM WITH LUMINAIRE ARM

9000-2035 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 40' MAST ARM WITH LUMINAIRE ARM

9000-2036 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 45' MAST ARM WITH LUMINAIRE ARM

9000-2045 P Each 9.0000 N Proj

STANDARD FOUNDATION, TYPE 1 (35' OR LESS)

9000-2046 P Each 3.0000 N Proj

STANDARD FOUNDATION, TYPE 2 (40'-45')

9000-2051 P Each 28.0000 N Proj

PEDESTRIAN SIGNAL HEAD, COUNTDOWN

9000-2052 P Each 1.0000 N Proj

ACCESSIBLE PEDESTRIAN SIGNALS, TWO CROSSINGS

Page 13 of 200October 14, 2026 10:19:57 AM

9000-2053 P Each 3.0000 N Proj

ACCESSIBLE PEDESTRIAN SIGNALS, FOUR CROSSINGS

9000-2056 P Each 4.0000 N Proj

ATC STANDARD CONTROLLER ASSEMBLY, ATC RACK-MOUNT CABINET (67" H X 24" W X 30" D)

9000-2061 P Linear Foot 1,895.0000 N Proj

TRAFFIC SIGNAL CABLE, 30 CONDUCTOR

9000-2063 P Linear Foot 500.0000 N Proj

ELECTRICAL SERVICE WIRE, #6 AWG

9000-2074 R Each 6.0000 N Proj

METRO STREET NAME SIGN 12" X 48"

9000-2075 R Each 4.0000 N Proj

METRO STREET NAME SIGN, 12"X36"

9000-2076 R Each 2.0000 N Proj

METRO/ONE WAY STREET NAME SIGN 24"X48"

9000-2077 R Each 12.0000 N Proj

OVERHEAD STREET NAME SIGN

9000-2079 P Each 7.0000 N Proj

3-SECTION, 12" TRAFFIC SIGNAL HEAD, POLE MOUNTED

9000-2088 P Each 4.0000 N Proj

REMOVAL OF TRAFFIC SIGNAL EQUIPMENT PER INTERSECTION

9000-2091 R Each 62.0000 N Proj

RELOCATE TRAFFIC SIGNS

9000-2092 R Each 5.0000 N Proj

REMOVE TRAFFIC SIGNS

9000-2093 R Each 58.0000 N Proj

TRAFFIC SIGN, POST MOUNTED

9000-2100 X Lump Sum 1.0000 N Proj

AS-BUILT SURVEY & DRAWINGS FOR CURBLINES AND RIGHTS-OF-WAY

9000-4999 X Lump Sum 1.0000 N Std

CITY OF PHILADELPHIA APPLE IPAD(S) FOR INSPECTION

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGATE

9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

9000-6001 H Linear Foot 5.0000 N Proj

3 INCH DI PIPE

9000-6002 H Linear Foot 25.0000 N Proj

4 INCH DI PIPE

Page 14 of 200October 14, 2026 10:19:57 AM

9000-6003 X Dollar 2,500.0000 $1.00 Y Proj

MECHANICAL STREET SWEEPING

9000-6004 C, C1 Cubic Yard 244.0000 N Proj

EXCAVATION FOR WATER PIPES

9000-6005 C, C1 Cubic Yard 299.0000 N Proj

EXCAVATION AND DISPOSAL OF MATERIAL WITHOUT CLASSIFICATION IN STATE ROUTES

9000-6006 H Linear Foot 45.0000 N Proj

6 INCH DI PIPE

9000-6007 H Linear Foot 75.0000 N Proj

8 INCH DI PIPE

9000-6008 H Linear Foot 971.0000 N Proj

12 INCH DI PIPE

9000-6009 H Ton 5.0000 N Proj

DUCTILE IRON FITTINGS

9000-6010 H Each 2.0000 N Proj

4 INCH GATE VALVES

9000-6011 H Each 3.0000 N Proj

6 INCH GATE VALVES

9000-6012 H Each 2.0000 N Proj

8 INCH GATE VALVES

9000-6013 H Each 5.0000 N Proj

12 INCH GATE VALVES

9000-6014 H Each 2.0000 N Proj

FIRE HYDRANTS WITH CENTER COMPRESSION LOCKS

9000-6015 H Each 2.0000 N Proj

REMOVAL OF FIRE HYDRANTS

9000-6016 C5 Cubic Yard 43.0000 N Proj

CONCRETE ANCHORS

9000-6017 H Each 5.0000 N Proj

SEWER VENT BOX

9000-6018 K Linear Foot 550.0000 N Proj

CONCRETE CURB

9000-6019 K Square Yard 933.0000 N Proj

CONCRETE FOOTWAY PAVING

9000-6020 K Square Yard 78.0000 N Proj

CONCRETE DRIVEWAY PAVING, 8 INCH DEPTH

9000-6021 D Square Yard 76.0000 N Proj

Page 15 of 200October 14, 2026 10:19:57 AM

PLAIN CEMENT CONCRETE BASE COURSE, 8 INCH DEPTH, (INCLUDING SUBGRADING)

9000-6022 D Square Yard 100.0000 N Proj

HIGH EARLY STRENGTH CONCRETE BASE COURSE, 10 INCH DEPTH, (INCLUDING SUBGRADING)

9000-6023 F Ton 14.0000 N Proj

VARIABLE DEPTH SUPERPAVE BINDER COURSE, 64-22 PG, TYPE A

9000-6024 F Square Yard 88.0000 N Proj

SUPERPAVE WEARING COURSE, 64-22 PG, 1-1/2 INCH DEPTH, TYPE A

9000-6025 F Square Yard 92.0000 N Proj SUPERPAVE 64-22 PG, TYPE A (1-1/2 INCH BINDER COURSE AND 1-1/2 INCH WEARING COURSE)

9000-6026 F Square Yard 102.0000 N Proj

TEMPORARY, HOT MIX, SUPERPAVE BINDER COURSE

9000-6027 ZZ Each 8.0000 N Proj

CONSTRUCTION AND AS-BUILTS OF 6" THICK ADA RAMPS

9000-6028 R Square Foot 120.0000 N Proj

CUSTOM SIGNAGE

9000-6029 H Lump Sum 1.0000 N Proj

ELECTROLYSIS CORROSION CONTROL

9000-6030 H Each 5.0000 N Proj

WATER SUPPLY CONNECTION FROM CURB STOP TO METER

9000-6031 X Each 5.0000 N Proj

WATER PITCHER FILTER

9000-6032 X Dollar 10,000.0000 $1.00 Y Proj

PROJECT SCHEDULE AND NOTIFICATION LETTERS

9000-6033 N Linear Foot 7.0000 N Proj

2 INCH COPPER SERVICE PIPE FROM WATER MAIN TO CURB STOP

9000-6034 N Each 1.0000 N Proj

2 INCH WATER SERVICE CONNECTION FROM WATER MAIN TO CURB STOP

9000-7001 C, C1 Cubic Yard 1,254.0000 N Proj

EXCAVATION AND DISPOSAL FOR GREEN INFRASTRUCTURE WORK INCLUDING SHEATHING AND SHORING (WITHOUT

CLASSIFICATION)

9000-7002 C, C1 Cubic Yard 153.0000 N Proj

EXCAVATION, WITHOUT CLASSIFICATION (FOR PIPE)

9000-7003 C, C1 Cubic Yard 161.0000 N Proj

BACKFILL, 2A

9000-7004 H Each 1.0000 N Proj

HDPE ANTI-SEEP COLLARS

9000-7005 H Each 11.0000 N Proj

GEOMEMBRANE PIPE PENETRATION

Page 16 of 200October 14, 2026 10:19:57 AM

9000-7006 H Linear Foot 31.0000 N Proj

8 INCH SOLID HDPE PIPE

9000-7007 H Linear Foot 306.0000 N Proj

8 INCH PERFORATED HDPE PIPE

9000-7008 H Linear Foot 13.0000 N Proj

12 INCH SOLID HDPE PIPE

9000-7009 H Linear Foot 81.0000 N Proj

12 INCH PERFORATED HDPE PIPE

9000-7010 H Linear Foot 176.0000 N Proj

8 INCH SOLID PVC PIPE

9000-7011 H Linear Foot 153.0000 N Proj

8 INCH DI PIPE

9000-7012 C1, C3 Cubic Yard 814.0000 N Proj

FURNISH AND PLACE AASHTO #57 STONE WRAPPED IN GEOTEXTILE

9000-7013 H Square Yard 1,032.0000 N Proj

IMPERMEABLE GEOMEMBRANE LINER

9000-7014 H Cubic Yard 42.0000 N Proj

FURNISH AND PLACE SAND FILTER LAYER

9000-7015 M Cubic Yard 154.0000 N Proj

PLANTING SOIL

9000-7016 H Linear Foot 13.0000 N Proj

15 INCH INLET CONNECTIONS

9000-7017 P Each 5.0000 N Proj

JUNCTION BOX

9000-7018 H Each 1.0000 N Proj

4 FOOT GREEN CITY INLET

9000-7019 H Each 5.0000 N Proj

4 FOOT GREEN HIGHWAY GRATE INLET

9000-7020 H Each 1.0000 N Proj

4 FOOT OMG INLET WITH ORIFICE

9000-7021 H Each 1.0000 N Proj

4 FOOT CITY INLET WITH ORIFICE

9000-7022 H Each 1.0000 N Proj

UNDERDRAIN CONNECTION TO EXISTING INLET

9000-7023 H Each 1.0000 N Proj

DOUBLE-RING INFILTROMETER TESTS

9000-7024 H Each 6.0000 N Proj

Page 17 of 200October 14, 2026 10:19:57 AM

OBSERVATION WELL

9000-7025 K Square Yard 1,103.0000 N Proj

4" CONCRETE FOOTWAY PAVING

9000-7026 K Square Yard 74.0000 N Proj

CONCRETE DRIVEWAY PAVING, 8 INCH DEPTH

9000-7027 D Square Yard 55.0000 N Proj

HIGH EARLY STRENGTH CONCRETE BASE COURSE, 10 INCH DEPTH (INCLUDING SUBBASE)

9000-7028 F Square Yard 73.0000 N Proj SUPERPAVE CLASS 64-22 PG, TYPE A, (2-1/2 INCH BINDER COURSE AND 1-1/2 INCH WEARING COURSE)

9000-7029 X Dollar 25,000.0000 $1.00 Y Proj

ALLOWANCE FOR MECHANICAL STREET SWEEPING

9000-7030 X Lump Sum 1.0000 N Proj

AS-BUILT SURVEY AND DRAFTING

9000-7031 M Each 3.0000 N Proj

TEST PIT

9000-7032 M Cubic Yard 8.0000 N Proj

MULCH

9000-7033 M Each 22.0000 N Proj

TREES, 2-2.5 INCH CAL, B&B (12-14' HT)

9000-8000 J Linear Foot 980.0000 N Proj

TREE PROTECTION FENCE

9001-0103 X Dollar 16,000.0000 $1.00 Y Std

PROVISION OF SERVICES FROM CITY OF PHILA SURVEY DISTRICT PHL

9001-0104 X Dollar 15,000.0000 $1.00 Y Std

UNFORESEEN ROADWAY CONSTRUCTION PHL

9001-0106 ZZ Dollar 10,000.0000 $1.00 Y Std

UNIFORMED TRAFFIC CONTROL OFFICERS PHL

9001-0107 X Dollar 20,000.0000 $1.00 Y Std

VEHICLE REMOVAL PHL

9001-0210 P Each 31.0000 N Std

REMOVE STREET LIGHT POLE, ARM, LUMINAIRE AND FOUNDATION AND RESTORATION PHL

9001-0212 P Each 1.0000 N Std

REMOVE STREET LIGHT ARM, LUMINAIRE FROM EXISTING POLE TO REMAIN PHL

9001-0651 K Each 4.0000 N Std

CONSTRUCTION OF ADA RAMPS (BY QUADRANT) CONCRETE PHL

9001-0672 X Each 4.0000 N Std

DESIGN OF ADA RAMPS (BY QUADRANT) PHL

Page 18 of 200October 14, 2026 10:19:57 AM

9001-0881 P Each 1.0000 N Std

EXISTING UTILITY MANHOLE MODIFICATION FOR TRAFFIC SIGNAL SERVICE PHL

9001-0882 P Each 15.0000 N Std

EXISTING UTILITY MANHOLE MODIFICATION FOR STREET LIGHTING SERVICE PHL

9001-0886 ZZ Dollar 10,000.0000 $1.00 Y Std

PROVISION OF SERVICES FROM PECO, STREET LIGHTING PHL

9001-0887 ZZ Dollar 15,000.0000 $1.00 Y Std

PROVISION OF SERVICES FROM PECO, TRAFFIC SIGNAL PHL

9001-0901 P Each 48.0000 N Std

STREET LIGHT POLE FOUNDATION, 15 IN BOLT CIRCLE PHL

9001-0902 P Each 48.0000 N Std

STREET LIGHT 30 FOOT POLE PHL

9001-0920 P Each 48.0000 N Std

STREET LIGHT BRACKET ARM, 2 FOOT PHL

9001-0922 P Each 62.0000 N Std

STREET LIGHT BRACKET ARM, 6 FOOT PHL

9001-0929 P Lump Sum 1.0000 N Std

TESTING AND COMMISSIONING OF SMART LIGHTING CONTROL SYSTEM PHL

Page 19 of 200October 14, 2026 10:19:57 AM

SPECIAL PROVISIONS

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

Action:

Item(s) Associated:

Header:

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.

Project Specific Details:

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

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Page 20 of 200October 14, 2026 10:19:57 AM

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.

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

Addendum:

Action:

Item(s) Associated:

Page 21 of 200October 14, 2026 10:19:57 AM

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

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.

Page 22 of 200October 14, 2026 10:19:57 AM

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:•

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

Page 23 of 200October 14, 2026 10:19:57 AM

* 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

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) Chemical, Organic, Foaming Additives

Mechanical Foaming Equipment/Process

Class of Material

Type of Material Maximum*

Page 24 of 200October 14, 2026 10:19:57 AM

Minimum* Minimum* 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.•

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

Page 25 of 200October 14, 2026 10:19:57 AM 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. 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 413.3(d). Hauling Equipment. Revise to read as follows:•

(d) Hauling Equipment. Haul the mixtures in tightly sealed vehicles that do not contain petroleum oils, solvents, or other materials that adversely affect asphalt mixture. Provide covers of sufficient size and quality to protect the entire load under all conditions.

Maintain the proper and uniform placement temperature as specified in Section 413.3(h)1. Provide insulation on all sides of the truck body, a double-walled truck body, or a heated truck body when the air temperature is below 50F from October 1 to April 30. Provide a 3/8-inch diameter hole near the center and approximately two-thirds the distance down from the top of the vehicular box, on both sides, to allow for asphalt mixture temperature checks.