838511padot120762.pdf

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Cobbs Creek Parkway: Market - Woodland Improvements
Solicitation number
120762
Issued by
Philadelphia County, Philadelphia City, Pennsylvania

About this file

Project 120762: Cobbs Creek Parkway Safety Improvements

This is a Proposal Report for a federal construction project managed by the Pennsylvania Department of Transportation (PennDOT) in Philadelphia County. The project involves comprehensive safety improvements along 63rd Street/Cobbs Creek (State Route 3015) from Market Street to Woodland Avenue, including traffic signal modernization with upgraded mast arms, signal heads, pedestrian signal heads, and controllers; a road diet reducing four travel lanes to two lanes with a center two-way left turn lane; median and pedestrian crossing islands; raised crossing walks and rectangular rapid flashing beacons; and design-build ADA-compliant curb ramps. The project is scheduled for public bid opening on September 3, 2026, at 11:00 AM at the Commonwealth Keystone Building in Harrisburg, Pennsylvania. The anticipated Notice to Proceed is October 19, 2026, with required project completion by May 17, 2028. The proposal includes extensive itemized quantities across multiple work categories, including clearing and grubbing, excavation, asphalt paving, concrete work, drainage, utility work, traffic signal installation, lighting, pavement markings, and various specialized items totaling over 200 line items.

The estimated project cost ranges from $15,000,000 to $19,999,999.99, with the contract funded through federal sources under PennDOT oversight on a non-National Highway System route. The project is classified as a standard bid package with prequalification required and no pre-bid meeting scheduled. Special provisions apply federal requirements including Disadvantaged Business Enterprise (DBE) requirements, Buy America provisions, Executive Order 11246, Federal Acquisition Regulation compliance, environmental permits and erosion control requirements, and wage rate requirements. The project mandates electronic submission of materials certifications through the ECMS system and compliance with Pennsylvania's Right-to-Know Law. Addendum changes address specifications for sections covering material control, Buy America and Build America compliance, legal relations, erosion and sediment control, payment procedures for stored materials, asphalt and concrete pavement ride quality evaluation, and concrete compressive strength requirements. No current incumbents are identified, and all addenda will be posted electronically.

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PROPOSAL Report - Project 120762

July 30, 2026 13:40:19 PM Page 1 of 219

PROPOSAL REPORT

Project: 120762 Bid

Package: 1

Current Let: 09/03/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 06 County: Philadelphia

SR/SEC/

Group ID: 3015/SP1/HSIP

Description

Cobbs Creek Parkway: Market - Woodland (Design Activities Limited to ADA curb ramps)

July 30, 2026 13:40:19 PM Page 2 of 219

TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW C164A - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 C166A - a00166 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608 C167A - a00167 CHANGES TO SPECIFICATIONS: APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

C168A - a00168 CHANGES TO SPECIFICATIONS: SECTIONS 110, 404, AND 507 C169A - a00169 CHANGES TO SPECIFICATIONS: SECTION 419 C170A - a00170 CHANGES TO SPECIFICATIONS: SECTIONS 110, 501, 506, 530, 703, and 704... 37 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 .. 51 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS G501A - a00501 AIR POLLUTION CONTROL IN AIR BASINS G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN G1001B - a01001 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL

G1601A - a01601 E.E.O. COVERED AREA G2302A - a02302 Worker Protection and Investment P1061D - b01061 Electronic Submission of Material Certifications through ECMS P1062D - b01062 Electronic Submission of Material Certifications through ECMS for Lump Sum Component items

S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S6092B - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS I68C - c00068 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

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

CONCRETE

I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE I19992A - c19992 ITEM 1999-9999 - TRAINEES I60025A - c60025 ITEM 9000-0505 12 STRAND FIBER OPTIC CABLE SPLICE ENCLOSURE I60034A - c60034 ITEM 9000-0430 [0431] [0432] EMERGENCY PRE-EMPTION SYSTEM, [XXX]

APPROACHES

I69005A - c69005 ITEM 4676-0002 CEMENT CONCRETE SIDEWALK SEALED JOINTS PHL I69024A - c69024 ITEM 9001-0106 UNIFORMED TRAFFIC CONTROL OFFICERS PHL

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I69025A - c69025 ITEM 9001-0107 VEHICLE REMOVAL PHL

G6020B - D06 - REPLACEMENT OF UTILITY CASTINGS

I6140E - D06 Item 9999-9962 - Utility Manhole Neck Rebuilding I6120F - D06 Items 9999-9950 and 9999-9952 - Utility Casting Adjustment for Resurfacing - Type A . 89 D29890C - d10000 SPECIAL BIDDING – DESIGN-BUILD D29899A - d10010 QUALITY PLAN WITH QUALITY ASSURANCE REVIEW BY DEPARTMENT -

LOW BID DESIGN

D600E - d10020 D06 ITEM 9694-6002 - DESIGN OF CONCRETE CURB RAMPS, DISTRICT 6 D660C - d10030 D06 CONSTRUCTION OF CONCRETE CURB RAMPS 00 - e10000 MITIGATION COORDINATION FOR ADA CURB RAMPS 00 - e10010 NO STAGING EQUIPMENT WITHIN HISTORIC PROPERTY BOUNDARIES 00 - e10020 NO STAGING OF EQUIPMENT WITHIN PARK BOUNDARIES

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

CONSTRUCTION

00 - ITEM 4203-0001 CLASS 1 EXCAVATION EXCAV. AND DISPOSAL FOR GSI WORK

INCLUDING SHEATHING AND SHORING

00 - ITEM 4601-7014 18" RCP, TYPE A, 15'-2' FILL, 100 YEAR DESIGN LIFE WITH CONCRETE

CRADLE

00 - ITEM 4609-0002 – INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE A, PROVIDE PWD INSPECT

00 - ITEM 4619-0458, 4620-0400 [1075] [1600] IMPACT ATTENUATORS AND GUIDE RAIL

PAINTED BROWN

00 - ITEM 4630-0031 – PLAIN CEMENT CONCRETE CURB, 6" HEIGHT , VARIABLE REVEAL

00 - ITEM 4660-0002 – MILLED ASPHALT PAVEMENT CENTERLINE RUMBLE STRIPS TYPE 2 ,

AS INDICATED

00 - ITEM 4910-2152 [2160] - [XX]-FOOT ALUMINUM BRACKET ARM, NPS BROWN

00 - ITEM 4910-4114 [4115] - AWG [X] UNDERGROUND CABLE, COPPER, 1 CONDUCTOR,

PHILADELPHIA STANDARD

00 - ITEM 4910-5055 - 2” DIRECT BURIAL CONDUIT, PHILADELPHIA STANDARD

00 - ITEM 4910-5175 - 2" EXPOSED CONDUIT, RGS, CITY INTERCONNECT

00 - ITEM 4951-0220 THRU 4951-0250 - TRAFFIC SIGNAL SUPPORT, [XX]' MAST ARM,

POWDER COATED, PHL. STD

00 - ITEM 4954-0012 [0013] - [X] INCH CONDUIT, PVC, CITY INTERCONNECT

00 - ITEM 4954-0152 - TRENCH AND BACKFILL, TYPE II, SIDEWALK RESTORATION

00 - ITEM 4954-0154 - TRENCH AND BACKFILL, TYPE IV, CITY DETAIL

00 - ITEM 4955-3208 [3209] [3210] [3722] - TRAFFIC SIGNAL HEAD [OF THE TYPE INDICATED], PHL. STD

00 - ITEM 4956-0790 - ACCESSIBLE PEDESTRIAN SIGNALS , TOUCHLESS

00 - ITEM 9000-0121 – BOLLARD

00 - ITEM 9000-0124 – RUBBER SPEED TABLE REMOVAL

July 30, 2026 13:40:19 PM Page 4 of 219

00 - ITEM 9000-0132 – RUBBING RAIL ON REAR SIDE OF GUIDE RAIL

00 - ITEM 9000-0150 – REMOVE EXISTING LANE SEPARATOR CURB

00 - ITEM 9000-0160 – RESET LANE SEPARATOR CURB YELLOW

00 - ITEM 9000-0200 – ABANDON OR REMOVE, EXISTING INLET, CAP EXISTING LATERAL

00 - ITEM 9000-0210 – 4’ OPEN MOUTH INLET

00 - ITEM 9000-0211 – 4’ OPEN MOUTH GRATE INLET

00 - ITEM 9000-0212 – 4’ STANDARD HIGHWAY GRATE INLET

00 - ITEM 9000-0213 – 4’ GREEN HIGHWAY GRATE INLET

00 - ITEM 9000-0214 – 4’ OPEN MOUTH GRATE SHALLOW INLET

00 - ITEM 9000-0215 – 6’ GREEN DUAL CATCH BASIN HIGHWAY GRATE INLET

00 - ITEM 9000-0220 – 15" VITRIFIED CLAY PIPE

00 - ITEM 9000-0221 – 6” DUCTILE IRON PIPE, ITEM 9000-0225 - 8" DUCTILE IRON PIPE

00 - ITEM 9000-0222 – 12” SOLID PP PIPE

00 - ITEM 9000-0223 – 8" SOLID HDPE PIPE

00 - ITEM 9000-0230 – REMOVAL OF FIRE HYDRANT

00 - ITEM 9000-0231 – STANDARD PRESSURE FIRE HYDRANT AND VALVE

00 - ITEM 9000-0240 – OPEN MOUTH INLET PROTECTION

00 - ITEM 9000-0251 – PWD TREE PIT PLANTING SOIL

00 - ITEM 9000-0300 - REMOVE STREET LIGHT POLE

00 - ITEM 9000-0301 - REMOVE STREET LIGHT POLE FOUNDATION

00 - ITEM 9000-0302 – LED ROADWAY LUMINAIRE

00 - ITEM 9000-0303 – STREET LIGHT POLE WITH 6’ ARM

00 - ITEM 9000-0304 – RELOCATED LIGHT POLE

00 - ITEM 9000-0305 – STREET LIGHT POLE FOUNDATION, 15 INCH BOLT CIRCLE

00 - ITEM 9000-0307 – STREET LIGHT #6 TRIPLEX AERIAL CABLE

00 - ITEM 9000-0308 – GROUND ROD

00 - ITEM 9000-0309 – COORDINATION WITH PECO FOR LIGHTING

00 - ITEM 9000-0364 – RESET INLET FRAME

00 - ITEM 9000-0400 - 20’ C-POST

00 - ITEM 9000-0401 - TRAFFIC D-POLE

00 - ITEM 9000-0410 [0411] - ATC STANDARD CONTROLLER ASSEMBLY, [XXX] STYLE

CABINET

00 - ITEM 9000-0420 [0421] [0422] - COMPOSITE JUNCTION BOX, [OF THE TYPE INDICATED] .. 181

00 - ITEM 9000-0423 - ELECTRICAL SERVICE WIRE, #6 AWG, 2 CONDUCTOR, TYPE UF

00 - ITEM 9000-0424 - TRIPLEX SERVICE CABLE

00 - ITEM 9000-0425 - AERIAL SERVICE CONNECTION

00 - ITEM 9000-0426 - UNDERGROUND SERVICE CONNECTION, BY PECO

00 - ITEM 9000-0427 - UTILITY MANHOLE MODIFICATION

July 30, 2026 13:40:19 PM Page 5 of 219

00 - ITEM 9000-0428 - PECO ELECTRICAL SERVICES AND COORDINATION

00 - ITEM 9000-0440 [0441] [0443] - DUAL VIDEO / RADAR DETECTION SYSTEM, [XXX]

APPROACH[ES]

00 - ITEM 9000-0451 - EXPLORATORY EXCAVATION

00 - ITEM 9000-0460 - CONVENTIONAL LUMINAIRE, LED, 27000 LUMENS, TYPE III, 3000K

00 - ITEM 9000-0470 - PROFESSIONAL SERVICES, PHILADELPHIA AS-BUILTS, PER

INTERSECTION

00 - ITEM 9000-0480 - SIGNAL CABLE, 14 AWG, 30 CONDUCTOR

00 - ITEM 9000-0491 [0492] - RECTANGULAR RAPID FLASHING BEACON ASSEMBLY ([XXX]

SIDED)

00 - ITEM 9000-0500 - ATMS INTEGRATION AND SOFTWARE MODIFICATIONS, CITY OF

PHILADELPHIA, PER INTERSECTION

00 - ITEM 9000-0501 [0502] - FIBER OPTIC TERMINATION PANEL (FTP), [XX] PORT

00 - ITEM 9000-0503 [0504] - FIBER OPTIC CABLE, [XX] STRANDS

00 - ITEM 9000-0506 - SESSION SMART CELLULAR ROUTER

00 - ITEM 9000-0507 - FIBER OPTIC ETHERNET COMMUNICATIONS APPLIANCE, 1G LAYER 2

SWITCH

00 - ITEM 9000-0508 - COMMUNICATIONS HUB MODIFICATION

00 - ITEM 9000-0509 - FLEXIBLE FABRIC INNERDUCT

00 - ITEM 9000-0510 [0511] - [X] INCH CONDUIT, RGS, CITY INTERCONNECT

00 - ITEM 9000-0600 – TEMPORARY ADA CURB RAMP

00 - ITEM 9000-0601 - TEMPORARY SAFETY FENCE

00 - ITEM 9000-1201 – CYCLE LANE COATING

00 - ITEM 9000-1202 RETROREFLECTIVE STRIPE FOR POST MOUNTED SIGN, TYPE B, RED.. 215

00 - ITEM 9000-1203 RETROREFLECTIVE STRIPE FOR POST MOUNTED SIGN, TYPE B,

FLOURESCENT YELLOW/GREEN

00 - ITEM 9000-1205 – GREEN BACKED TWO STAGE TURN MARKING LEGEND

00 - ITEM 9000-1206 WHITE HOT THERMOPLASTIC LEGEND, “BICYCLE”, 6’-0” X 3’-4”

00 - ITEM 9000-9950 AND 9000-9952 UTILITY CASTING ADJUSTMENT FOR RESURFACING -

TYPE A

July 30, 2026 13:40:19 PM Page 6 of 219

BID PACKAGE SUMMARY

Project: 120762 Bid Package: 1

Project Type: Standard Posted:

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

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 09/03/2026 11:00:00 AM Project Cost Range: $15,000,000.00 - $19,999,999.99

Anticipated NTP: 10/19/2026 Structure Work: 0.00% Required Completion: 05/17/2028 DBE: 0%

Wage Rates: Yes

Description:

This project involves safety improvements along 63rd Street/Cobbs Creek (SR 3015) from Market Street to Woodland Avenue. The scope of this project includes, but is not limited to: * Traffic signal improvements (modernization of signal equipment which includes mast arms, upgrade 8 to 12 signal heads, second overhead signals were required, LPIs, countdown pedestrian signal heads, controllers, signal timing/phasing improvements updates, pavement marking and signing upgrades. * Road Diet, a reduction from 4 travel lanes to 2 travel lanes and a center two-way left turn lane * Median & pedestrian crossing islands * Improve pedestrian crossing facilities by providing raised crossing walks and rectangular rapid flashing beacons (RRFB) at identified locations * Design- Build ADA compliant rampsand other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 3015, SECTION SP1, in Philadelphia COUNTY City of Philadelphia from approximately Market Street at segment 0010 offset 0000 to approximately Woodland Avenue at segment 0075 offset 1435.

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.

July 30, 2026 13:40:19 PM Page 7 of 219

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 4,015.0000 N

CLASS 1 EXCAVATION

4203-0001 C Cubic Yard 217.0000 N Proj CLASS 1 EXCAVATION EXCAV. AND DISPOSAL FOR GSI WORK INCLUDING SHEATHING AND SHORING

0203-0006 G4 Linear Foot 11,312.0000 N

SAW CUTTING

0204-0100 C1, S1, T1 Cubic Yard 34.0000 N

CLASS 3 EXCAVATION

0204-0150 C1, H, S Cubic Yard 259.0000 N

CLASS 4 EXCAVATION

0205-0285 C1 Cubic Yard 119.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 57

0212-0014 C3, H, M2 Square Yard 1,042.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0301-0004 D Square Yard 2,929.0000 N

PLAIN CEMENT CONCRETE BASE COURSE, 8" DEPTH

0313-0430 E Square Yard 278.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 8"

DEPTH

0350-0106 C, E Square Yard 837.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0108 C, E Square Yard 3,261.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0350-0120 C, E Cubic Yard 58.0000 N

SUBBASE (NO. 2A)

0413-0244 F Square Yard 25,625.0000 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-E

0413-7009 F Ton 1,014.0000 N

July 30, 2026 13:40:19 PM Page 8 of 219

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE (LEVELING), PG 64S-22, 0.3 TO < 3 MILLION ESALS, 19.0

MM MIX

0450-1412 F1 Ton 100.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, MANUAL PATCHING, PG 64S-22, 0.3 TO < 3 MILLION

ESALS, 12.5 MM MIX, SRL-H

0460-0003 F4 Square Yard 32,040.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0491-0012 F3 Square Yard 22,418.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0501-0020 G, G1, K Square Yard 418.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, 4" DEPTH

0501-0086 G Square Yard 288.0000 N

ACCELERATED PLAIN CEMENT CONCRETE PAVEMENT, 12" DEPTH

0529-0075 G1 Square Yard 185.0000 N FULL DEPTH PRECAST/PRESTRESSED CONCRETE PAVEMENT SLAB, HIGH PERFORMANCE LTU, 12" DEPTH

0601-0760 H Linear Foot 179.0000 N

12" DUCTILE IRON PIPE

4601-7014 H Linear Foot 165.0000 N Proj 18" REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL, 100 YEAR DESIGN LIFE WITH CONCRETE CRADLE

0605-2401 K Set 2.0000 N

MANHOLE FRAME AND COVER

0605-3111 K Each 2.0000 N

TYPE 4 MANHOLE, SANITARY SEWER, HEIGHT >5' AND < /= 10'

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

4609-0002 X Lump Sum 1.0000 N Proj INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE A , PROVIDE PWD INSPECTORS OFFICE SPACE

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0610-0003 H2 Linear Foot 63.0000 N

8" PIPE UNDERDRAIN, TYPE I BACKFILL

4619-0458 J3 Each 15.0000 N Proj PERMANENT IMPACT ATTENUATING DEVICE, TYPE II, TEST LEVEL 2, TANGENT (MASH) , PAINTED BROWN

4620-0400 J Each 1.0000 N Proj

TERMINAL SECTION, SINGLE , PAINTED BROWN

July 30, 2026 13:40:19 PM Page 9 of 219

0620-0503 C1, J Linear Foot 5,397.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

4620-1075 J Linear Foot 25.0000 N Proj

TYPE 2-S GUIDE RAIL , PAINTED BROWN

4620-1600 J Linear Foot 3,250.0000 N Proj

TYPE 31-S GUIDE RAIL , PAINTED BROWN

0627-2090 J1 Linear Foot 1,500.0000 N

TEMPORARY BARRIER, TEST LEVEL 2, BARRIER DEFLECTION DISTANCE < /=9'

4630-0031 K Linear Foot 8,037.0000 N Proj

PLAIN CEMENT CONCRETE CURB, 6" HEIGHT , VARIABLE REVEAL

0659-0001 F4 Square Yard 2,740.0000 N

HIGH FRICTION SURFACE TREATMENT (HFST)

4660-0002 F3 Linear Foot 387.0000 N Proj

MILLED ASPHALT PAVEMENT CENTERLINE RUMBLE STRIPS TYPE 2 , AS INDICATED

4676-0002 K Square Yard 2,704.0000 N Std

CEMENT CONCRETE SIDEWALK SEALED JOINTS PHL

0686-0020 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0002 X Dollar 6,000.0000 $1.00 Y

SEMI-FORMAL FACILITATION

E 0695-0002 K Square Foot 1,128.0000 N

DETECTABLE WARNING SURFACE, CAST IRON

O 0695-0003 K Square Foot 1,128.0000 N

DETECTABLE WARNING SURFACE, POLYMER CONCRETE

O 0695-0004 K Square Foot 1,128.0000 N

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE

0703-0100 C1, H Cubic Yard 19.0000 N

TYPE A FINE AGGREGATE

0802-0001 C1, M Cubic Yard 214.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0025 M3 Pound 81.0000 N

July 30, 2026 13:40:19 PM Page 10 of 219

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

0804-0200 M3 1000 Gallons 1.0000 N

HERBICIDE APPLICATION, NONSELECTIVE

0805-0022 M3 Ton 12.0000 N

MULCHING - STRAW

0808-3463 M Each 2.0000 N

AMERICAN REDBUD - (6' HT. B&B)

0810-0029 M1 Linear Foot 252.0000 N

TREE TRIMMING TO A MAX HEIGHT OF 30'

0810-0052 A, M1 Each 4.0000 N

SELECTIVE TREE REMOVAL

0855-0003 M2 Each 1.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 1.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0860-0000 M2 Each 46.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0002 M2 Each 33.0000 N

INLET FILTER BAG FOR TYPE C INLET

0867-0018 M2 Linear Foot 800.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0231 Q Day 100.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0240 Q, R Square Foot 100.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0450 Q Each 4.0000 N

3-LINE CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS

0910-0002 C1, P8 Each 34.0000 N

JUNCTION BOXES J.B.-2

4910-2152 P8 Each 51.0000 N Proj

6-FOOT ALUMINUM BRACKET ARM , NPS BROWN

July 30, 2026 13:40:19 PM Page 11 of 219

4910-2160 P8 Each 10.0000 N Proj

12-FOOT ALUMINUM BRACKET ARM , NPS BROWN

4910-4114 P8 Linear Foot 24,080.0000 N Proj

AWG 4 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR , PHILADELPHIA STANDARD

4910-4115 P8 Linear Foot 7,790.0000 N Proj

AWG 6 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR , PHILADELPHIA STANDARD

4910-5055 C1, P8 Linear Foot 6,620.0000 N Proj

2" DIRECT BURIAL CONDUIT , PHILADELPHIA STANDARD

4910-5175 C1, P8 Linear Foot 150.0000 N Proj

2" EXPOSED CONDUIT , RGS, CITY INTERCONNECT

0910-6000 C1, P8 Linear Foot 1,500.0000 N

TRENCH

0910-7210 P8 Lump Sum 1.0000 N

TESTING OF ENTIRE LIGHTING SYSTEM

0931-0001 R Square Foot 683.0000 N

POST MOUNTED SIGNS, TYPE B

0935-0001 R Square Foot 1,324.0000 N

POST MOUNTED SIGNS, TYPE F

0936-0200 R Square Foot 1,564.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS

0936-0400 P8 Each 1.0000 N

FLASHING WARNING SIGN

0937-0106 J, R Each 100.0000 N

GUIDE RAIL MOUNTED DELINEATOR TYPE B, (W/B)

0937-0113 J, R Each 100.0000 N

GUIDE RAIL MOUNTED DELINEATOR TYPE D, (W/B)

0937-0301 R Each 49.0000 N FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-1, YELLOW POST WITH YELLOW SHEETING

0941-0001 R Each 7.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0945-0001 R Each 8.0000 N

RESET POST MOUNTED SIGNS, TYPE F

0950-0002 P Dollar 132,000.0000 $1.00 Y

UNFORESEEN TRAFFIC SIGNAL WORK

July 30, 2026 13:40:19 PM Page 12 of 219

4951-0220 P Each 5.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 20' MAST ARM, POWDER COATED , PHILADELPHIA STANDARD

4951-0225 P Each 12.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 25' MAST ARM, POWDER COATED , PHILADELPHIA STANDARD

4951-0230 P Each 16.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 30' MAST ARM, POWDER COATED , PHILADELPHIA STANDARD

4951-0235 P Each 6.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 35' MAST ARM, POWDER COATED , PHILADELPHIA STANDARD

4951-0240 P Each 8.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 40' MAST ARM, POWDER COATED , PHILADELPHIA STANDARD

4951-0250 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 50' MAST ARM, POWDER COATED , PHILADELPHIA STANDARD

0954-0011 P8 Linear Foot 475.0000 N

1 INCH CONDUIT

0954-0012 P8 Linear Foot 1,470.0000 N

2 INCH CONDUIT

4954-0012 P8 Linear Foot 153.0000 N Proj

2 INCH CONDUIT , PVC, CITY INTERCONNECT

0954-0013 P8 Linear Foot 7,615.0000 N

3 INCH CONDUIT

4954-0013 P8 Linear Foot 16,132.0000 N Proj

3 INCH CONDUIT , PVC, CITY INTERCONNECT

0954-0151 C1, P8 Linear Foot 4,832.0000 N

TRENCH AND BACKFILL, TYPE I

4954-0152 C1, P8 Linear Foot 2,532.0000 N Proj

TRENCH AND BACKFILL, TYPE II , SIDEWALK RESTORATION

4954-0154 C1, P8 Linear Foot 8,781.0000 N Proj

TRENCH AND BACKFILL, TYPE IV , CITY DETAIL

0954-0201 P8 Linear Foot 2,790.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0202 P8 Linear Foot 5,410.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

0954-0203 P8 Linear Foot 240.0000 N

July 30, 2026 13:40:19 PM Page 13 of 219

SIGNAL CABLE, 14 AWG, 7 CONDUCTOR

0954-0220 P8 Linear Foot 1,110.0000 N

SIGNAL CABLE, 14 AWG, 20 CONDUCTOR

4955-3208 P Each 89.0000 N Proj

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS , PHILADELPHIA STANDARD

4955-3209 P Each 2.0000 N Proj

VEHICULAR SIGNAL HEAD, FOUR 12" SECTIONS , PHILADELPHIA STANDARD

4955-3210 P Each 3.0000 N Proj

VEHICULAR SIGNAL HEAD, FIVE 12" SECTIONS , PHILADELPHIA STANDARD

4955-3722 P Each 88.0000 N Proj

LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, TYPE A , PHILADELPHIA STANDARD

0956-0001 P Linear Foot 810.0000 N

DETECTOR LEAD IN CABLE

0956-0011 P Each 4.0000 N

DETECTOR CARD RACK ASSEMBLY

0956-0101 P8 Linear Foot 480.0000 N

LOOP SENSOR

0956-0143 P Each 4.0000 N

LOOP AMPLIFIER, 2 CHANNEL RACK MOUNTED WITH TIMER, COUNT OUTPUT

4956-0790 P Each 112.0000 N Proj

ACCESSIBLE PEDESTRIAN SIGNALS , TOUCHLESS

0958-0041 P, Q Each 1.0000 N

TEMPORARY TRAFFIC CONTROL SIGNALS ON FIXED SUPPORTS (4 OR MORE APPROACHES)

0958-0281 P, Q Each 3.0000 N

TEMPORARY TIMING ADJUSTMENTS TO EXISTING PERMANENT TRAFFIC SIGNAL CONTROLLER

0960-0002 O2 Linear Foot 17,500.0000 N

4" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0005 O2 Linear Foot 18,500.0000 N

6" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0011 O2 Linear Foot 650.0000 N

12" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0021 O2 Linear Foot 8,000.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

July 30, 2026 13:40:19 PM Page 14 of 219

0960-0022 O2 Linear Foot 2,250.0000 N

24" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0101 O2 Each 23.0000 N

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

0960-0111 O2 Each 11.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "X ING", 8' - 0"

0960-0112 O2 Each 12.0000 N

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

0960-0113 O2 Each 5.0000 N

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

0960-0142 O2 Each 11.0000 N

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

0960-0222 O2 Each 3.0000 N

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

0960-0224 O2 Each 26.0000 N

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

0960-0300 O2 Each 4.0000 N

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

0960-0303 O2 Each 4.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "3", 8' - 0"

0960-0402 O2 Each 4.0000 N

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

0960-0419 O2 Each 4.0000 N

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

0960-0421 O2 Each 4.0000 N

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

0960-0432 O2 Each 12.0000 N

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

0960-1121 O2 Each 4.0000 N

WHITE HOT THERMOPLASTIC LEGEND, SHARED LANE MARKING

0962-1000 O Linear Foot 4,547.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1001 O Linear Foot 1,157.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

July 30, 2026 13:40:19 PM Page 15 of 219

0962-1004 O Linear Foot 533.0000 N

24" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 8,916.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0962-1009 O Linear Foot 98.0000 N

24" YELLOW WATERBORNE PAVEMENT MARKINGS

0962-1025 O3 Each 6.0000 N

WHITE WATERBORNE PAVEMENT LEGEND, "ONLY", 8'-0"

0962-1062 O3 Each 6.0000 N

WHITE WATERBORNE PAVEMENT LEGEND, "LEFT ARROW", 12'-0" X 3'-0"

0962-1063 O3 Each 1.0000 N

WHITE WATERBORNE PAVEMENT LEGEND, "THRU AND RIGHT ARROW", 20'-0" X 3'-7"

0963-0001 O2, O3 Square Foot 19,981.0000 N

PAVEMENT MARKING REMOVAL

0963-0010 O2, O3 Each 100.0000 N

PAVEMENT MARKING REMOVAL (LEGENDS AND SYMBOLS)

0964-0011 O Linear Foot 252.0000 N

12" WHITE EPOXY PAVEMENT MARKINGS

0964-0021 O Linear Foot 520.0000 N

24" WHITE EPOXY PAVEMENT MARKINGS

0971-0001 R Each 35.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0975-0001 R Each 42.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

1999-9999 Z Hour 2,000.0000 N Std

TRAINEES

9000-0121 R Each 10.0000 N Proj

BOLLARD

9000-0124 Q Each 6.0000 N Proj

RUBBER SPEED TABLE REMOVAL

9000-0132 J Linear Foot 3,200.0000 N Proj

RUBBING RAIL ON REAR SIDE OF GUIDE RAIL

9000-0150 Q Linear Foot 234.0000 N Proj

July 30, 2026 13:40:19 PM Page 16 of 219

REMOVE EXISTING LANE SEPARATOR CURB

9000-0160 Q Linear Foot 53.0000 N Proj

RESET LANE SEPARATOR CURB YELLOW

9000-0200 K Each 7.0000 N Proj

ABANDON OR REMOVE, EXISTING INLET, CAP EXISTING LATERAL

9000-0210 K Each 11.0000 N Proj

4' OPEN MOUTH INLET

9000-0211 K Each 15.0000 N Proj

4' OPEN MOUTH GRATE INLET

9000-0212 K Each 3.0000 N Proj

4' STANDARD HIGHWAY GRATE INLET

9000-0213 K Each 5.0000 N Proj

4' GREEN HIGHWAY GRATE INLET

9000-0214 K Each 1.0000 N Proj

4' OPEN MOUTH GRATE SHALLOW INLET

9000-0215 K Each 1.0000 N Proj

6' GREEN DUAL CATCH BASIN HIGHWAY GRATE INLET

9000-0220 H Linear Foot 730.0000 N Proj

15" VITRIFIED CLAY PIPE

9000-0221 H Linear Foot 108.0000 N Proj

6" DUCTILE IRON PIPE

9000-0222 H Linear Foot 107.0000 N Proj

12" SOLID PP PIPE

9000-0223 H Linear Foot 12.0000 N Proj

8" SOLID HDPE PIPE

9000-0225 H Linear Foot 90.0000 N Proj

8" DUCTILE IRON PIPE

9000-0230 H Each 5.0000 N Proj

REMOVAL OF FIRE HYDRANT

9000-0231 H Each 5.0000 N Proj

STANDARD PRESSURE FIRE HYDRANT AND VALVE

9000-0240 K Each 9.0000 N Proj

OPEN MOUTH INLET PROTECTION

July 30, 2026 13:40:19 PM Page 17 of 219

9000-0251 M Cubic Yard 7.0000 N Proj

PWD TREE PIT PLANTING SOIL

9000-0300 P8 Each 11.0000 N Proj

REMOVE STREET LIGHT POLE

9000-0301 P8 Each 24.0000 N Proj

REMOVE STREET LIGHT POLE FOUNDATION

9000-0302 P8 Each 115.0000 N Proj

LED ROADWAY LUMINAIRE

9000-0303 P8 Each 10.0000 N Proj

STREET LIGHT POLE WITH 6' ARM

9000-0304 P8 Each 13.0000 N Proj

RELOCATED LIGHT POLE

9000-0305 P8 Each 23.0000 N Proj

STREET LIGHT POLE FOUNDATION, 15 INCH BOLT CIRCLE

9000-0307 P8 Linear Foot 135.0000 N Proj

STREET LIGHT #6 TRIPLEX AERIAL CABLE

9000-0308 P8 Each 23.0000 N Proj

GROUND ROD

9000-0309 X Lump Sum 1.0000 N Proj

COORDINATION WITH PECO FOR LIGHTING

9000-0364 K Each 15.0000 N Proj

RESET INLET FRAME

9000-0400 P Each 95.0000 N Proj

20' C-POST

9000-0401 P Each 23.0000 N Proj

TRAFFIC D-POLE

9000-0410 P Each 10.0000 N Proj

ATC STANDARD CONTROLLER ASSEMBLY, 352 STYLE CABINET

9000-0411 P Each 2.0000 N Proj

ATC STANDARD CONTROLLER ASSEMBLY, 353 STYLE CABINET

9000-0420 P8 Each 26.0000 N Proj

COMPOSITE JUNCTION BOX, 12" X 18" X 12"

9000-0421 P8 Each 89.0000 N Proj

COMPOSITE JUNCTION BOX, 17" X 30" X 18"

July 30, 2026 13:40:19 PM Page 18 of 219

9000-0422 P8 Each 20.0000 N Proj

CIRCULAR COMPOSITE JUNCTION BOX, 39" OD X 24"

9000-0423 P8 Linear Foot 1,611.0000 N Proj

ELECTRICAL SERVICE WIRE, #6 AWG, 2 CONDUCTOR, TYPE UF

9000-0424 P8 Linear Foot 575.0000 N Proj

TRIPLEX SERVICE CABLE

9000-0425 P8 Each 17.0000 N Proj

AERIAL SERVICE CONNECTION

9000-0426 X Dollar 37,500.0000 $1.00 Y Proj

UNDERGROUND SERVICE CONNECTION, BY PECO

9000-0427 K Each 25.0000 N Proj

UTILITY MANHOLE MODIFICATION

9000-0428 X Dollar 52,800.0000 $1.00 Y Proj

PECO ELECTRICAL SERVICES AND COORDINATION

9000-0430 P Each 1.0000 N Std

EMERGENCY PRE-EMPTION SYSTEM, TWO APPROACHES

9000-0431 P Each 5.0000 N Std

EMERGENCY PRE-EMPTION SYSTEM, THREE APPROACHES

9000-0432 P Each 6.0000 N Std

EMERGENCY PRE-EMPTION SYSTEM, FOUR APPROACHES

9000-0440 P Each 5.0000 N Proj

DUAL VIDEO / RADAR DETECTION SYSTEM, ONE APPROACH

9000-0441 P Each 5.0000 N Proj

DUAL VIDEO / RADAR DETECTION SYSTEM, TWO APPROACHES

9000-0443 P Each 2.0000 N Proj

DUAL VIDEO / RADAR DETECTION SYSTEM, FOUR APPROACHES

9000-0451 C1 Dollar 54,000.0000 $1.00 Y Proj

EXPLORATORY EXCAVATION

9000-0460 P8 Each 61.0000 N Proj

CONVENTIONAL LUMINAIRE, LED, 27000 LUMENS, TYPE III, 3000K

9000-0470 X Each 20.0000 N Proj

PROFESSIONAL SERVICES, PHILADELPHIA AS-BUILTS, PER INTERSECTION

9000-0480 P8 Linear Foot 6,210.0000 N Proj

July 30, 2026 13:40:19 PM Page 19 of 219

SIGNAL CABLE, 14 AWG, 30 CONDUCTOR

9000-0491 P Each 32.0000 N Proj

RECTANGULAR RAPID FLASHING BEACON ASSEMBLY (SINGLE SIDED)

9000-0492 P Each 9.0000 N Proj

RECTANGULAR RAPID FLASHING BEACON ASSEMBLY (DOUBLE SIDED)

9000-0500 P5 Each 12.0000 N Proj ATMS INTEGRATION AND SOFTWARE MODIFICATIONS, CITY OF PHILADELPHIA, PER INTERSECTION

9000-0501 P5 Each 6.0000 N Proj

FIBER OPTIC TERMINATION PANEL (FTP), 24 PORT

9000-0502 P5 Each 9.0000 N Proj

FIBER OPTIC TERMINATION PANEL (FTP), 48 PORT

9000-0503 P4 Linear Foot 1,119.0000 N Proj

FIBER OPTIC CABLE, 12 STRANDS

9000-0504 P4 Linear Foot 16,395.0000 N Proj

FIBER OPTIC CABLE, 48 STRANDS

9000-0505 P4 Each 6.0000 N Std

12 STRAND FIBER OPTIC CABLE SPLICE ENCLOSURE

9000-0506 P5 Each 3.0000 N Proj

SESSION SMART CELLULAR ROUTER

9000-0507 P5 Each 13.0000 N Proj

FIBER OPTIC ETHERNET COMMUNICATIONS APPLIANCE, 1G LAYER 2 SWITCH

9000-0508 P5 Each 1.0000 N Proj

COMMUNICATIONS HUB MODIFICATION

9000-0509 P4 Linear Foot 9,115.0000 N Proj

FLEXIBLE FABRIC INNERDUCT

9000-0510 P8 Linear Foot 105.0000 N Proj

2 INCH CONDUIT, RGS, CITY INTERCONNECT

9000-0511 P8 Linear Foot 868.0000 N Proj

3 INCH CONDUIT, RGS, CITY INTERCONNECT

9000-0600 X Each 76.0000 N Proj

TEMPORARY ADA CURB RAMP

9000-0601 X Linear Foot 1,500.0000 N Proj

TEMPORARY SAFETY FENCE

July 30, 2026 13:40:19 PM Page 20 of 219

9000-1201 O2 Square Foot 845.0000 N Proj

CYCLE LANE COATING

9000-1202 R Each 15.0000 N Proj

RETROREFLECTIVE STRIPE FOR POST MOUNTED SIGN, TYPE B, RED

9000-1203 R Each 45.0000 N Proj

RETROREFLECTIVE STRIPE FOR POST MOUNTED SIGN, TYPE B, FLUORESCENT YELLOW/GREEN

9000-1205 O2 Each 1.0000 N Proj

GREEN BACKED TWO STAGE TURN MARKING LEGEND

9000-1206 O2 Each 12.0000 N Proj

WHITE HOT THERMOPLASTIC LEGEND, "BICYCLE", 6' - 0" X 3' -4"

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

9000-9950 K Each 83.0000 N Proj 0 TO 15 INCH DIAMETER UTILITY CASTING ADJUSTMENT FOR RESURFACING - TYPE A - CONCRETE BASE

9000-9952 K Each 36.0000 N Proj 16 TO 36 INCH DIAMETER UTILITY CASTING ADJUSTMENT FOR RESURFACING - TYPE A - CONCRETE BASE

9001-0106 X Dollar 30,000.0000 $1.00 Y Std

UNIFORMED TRAFFIC CONTROL OFFICERS PHL

9001-0107 X Dollar 5,000.0000 $1.00 Y Std

VEHICLE REMOVAL PHL

9694-6002 X Each 54.0000 N Std

DESIGN OF CONCRETE CURB RAMPS, DISTRICT 6

9999-9950 K Each 2.0000 $581.00 Y Std 0 TO 15 INCH DIAMETER UTILITY CASTING ADJUSTMENT FOR RESURFACING - TYPE A - CONCRETE BASE

9999-9952 K Each 8.0000 $712.00 Y Std 16 TO 36 INCH DIAMETER UTILITY CASTING ADJUSTMENT FOR RESURFACING - TYPE A -CONCRETE BASE

9999-9962 K Vertical Foot 1.0000 $936.00 Y Std

UTILITY MANHOLE NECK REBUILDING

July 30, 2026 13:40:19 PM Page 21 of 219

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:

July 30, 2026 13:40:19 PM Page 22 of 219

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

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: C164A - a00164 CHANGES TO SPECIFICATIONS: SECTION 106

July 30, 2026 13:40:19 PM Page 23 of 219

CHANGES TO SPECIFICATIONS: SECTION 106

SECTION 106—CONTROL OF MATERIAL

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, July 30, 2026 13:40:19 PM Page 24 of 219 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 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: C166A - a00166 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608

CHANGE TO SPECIFICATIONS: SECTIONS 107, AND 608

SECTION 107—LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

Section 107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS. Revise to read as follows:

107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS—Install and maintain erosion and sediment (E&S) pollution control devices as indicated or submit an alternate plan for accomplishing equal or better temporary and permanent erosion and water pollution control. If an alternate plan is submitted, do not start work until the plan is approved by the County Conservation District and the Department. If a National Pollutant Discharge Elimination System (NPDES) Permit is involved, do not start work until the plan is approved by the DEP or the authorized County Conservation District and the Department. Concrete clean out areas, either contractor designed or indicated within the contract documents, are incidental to the contract items.

When a general or individual NPDES Permit is involved:

At the preconstruction conference, submit a Preparedness, Prevention and Contingency (PPC) Plan and identify a licensed professional (Professional Engineer, Geologist, Land Surveyor or Landscape Architect) registered in the Commonwealth and if applicable, their designee to be present onsite and responsible for implementing critical stages of the

Do not start earth disturbance activities until an environmental preconstruction meeting is held with DEP or delegated

CCD.

approved Post Construction Stormwater Management (PCSM) Plan.

July 30, 2026 13:40:19 PM Page 25 of 219

Within 14 days of completing the construction of a stormwater control measure (SCM) as determined by the licensed professional or designee, submit a completed Chapter 102 SCM Construction Certification Form for each SCM to the Representative through PPCC. Form CS-102 has information required to complete the Chapter 102 Form(s). Ensure the General Project and SCM Information, Construction Information, and Licensed Professional Certification sections are completed by the identified licensed professional responsible for overseeing the critical stages of the approved PCSM plan.

Prepare an as-built (record) PCSM Plan to be sealed and signed by the identified licensed professional registered in the Commonwealth. All construction survey, plan preparation, and engineering required for the as-built (record) PCSM Plan will be incidental to the contract items. The as-built (record) PCSM Plan must accurately reflect deviations from the approved PCSM Plan including, but not limited to, plan locations, dimensions, inverts/elevations, materials used and grading. Update the as-built (record) PCSM Plan as construction of the project’s PCSM features progresses. Have the identified licensed professional immediately notify the Representative of all deviations from the approved PCSM Plan. Deviations to the approved PCSM Plan must be submitted for approval. Assist with the determination and documentation if the as-built deviations require a permit amendment or if the PCSM features must be removed and replaced as indicated on the PCSM Plan.

Assist the Representative in performing 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. Immediately initiate corrective actions, at no additional cost to the Department, upon notification by the Representative of noncompliance with the provisions of this section that the Representative has determined requires immediate corrective action under Department policies. For all other notifications of noncompliance, initiate corrective actions within 24 hours. Failure or refusal to promptly comply with such notice upon receipt may, at the Department’s sole discretion, result in: the withholding payment of estimates for work completed until the requirements of the E&S Plan are met, assessment of E&S noncompliance liquidated damages as specified in Section 108.07(d) or issuance of a written order stopping all or part of the work until the corrective action has been taken and the requirements of the E&S Plan are met. No claims for extension of time, costs, or damages arising from, related to, or based upon such notices of noncompliance or stop orders will be granted, paid, or considered.

Nothing in this Section is to be interpreted to relieve the Contractor of its obligation to fully and timely comply with all applicable laws and any permits for the project. The time periods set forth in this Section do not supersede any more stringent time periods required by applicable laws or permits for the project.

If corrective action or noncompliance with the provisions of this Section result from design errors/omissions or a precipitation event exceeding the design storm criteria as specified in applicable Department publications; the cost and/or time required for the performance of the corrective actions for noncompliance notices or stop work orders will be considered as specified in Section

110.03 and Section 108.06, as applicable.

Utilize Department, DEP, or other authorized agency’s form(s) included in the contract or project permits unless directed otherwise by the Representative, DEP, the County Conservation District or other authorized regulatory agency.

For the purpose of determining compliance with the provisions of this section, “substantial completion” will be considered to have been attained when all of the following project milestones have been reached:

Either a semi-final or final inspection has been performed, physical work is complete, and an Environmental Commitments and Mitigation Tracking System (ECMTS) Sheet has been executed if applicable to the project.

Earth disturbance activity has been permanently stabilized and sufficient vegetative growth has been achieved to meet permit conditions (uniform 70% perennial vegetative cover) and agreed to by DEP or delegated CCD.

Installation of PCSM SCMs have occurred if applicable. Upon completion of PCSM conversions and facilities, the County Conservation District must approve the removal of all remaining E&S BMPs.

Once a project with a general or individual NPDES Permit has reached substantial completion, submit to the Representative a DEP Notice of Termination (NOT) Form ensuring Sections 2, 3, 4, 7 and 8, are fully executed. The NOT is to be accompanied by the required as-built (record) PCSM Plan, the final certification by the licensed professional and the Contractor’s executed portion of the ECMTS Construction Tracking Signature Sheet.

608 MOBILIZATION

Section 608.4(b)3. Revise to read as follows:

July 30, 2026 13:40:19 PM Page 26 of 219

3. When all physical work has been satisfactorily completed and the following certificates and documents, as required, have been properly furnished, the final payment will be made as specified in Section 608.4(a):

Certified Payroll Records

Final DBE/DB payment amounts and, if necessary, shortfall justification

Material Certifications

Form CS-4225H, Highway Lighting In-Service Guarantee Notification

As built drawings for Design/Build projects

Form RW-397A, Right to Enter (a property) and Release Form from property owner, if applicable

Form CS-4345, Borrow and/or Waste Management

Contractor Evaluations of the design of the project; and

Work Order Information (i.e. Force Account documentation)

Post Construction Stormwater Management As-built drawings and all documentation required for submission of the Notice of Termination for projects with NPDES permits.

Special Provision: C167A - a00167 CHANGES TO SPECIFICATIONS: APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

Addendum:

CHANGES TO SPECIFICATIONS : APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

APPENDIX C—DESIGNATED SPECIAL PROVISIONS. Revise to read as follows:

APPENDIX C

DESIGNATED SPECIAL PROVISIONS

General: This appendix to Publication 408 contains standard required provisions. The Contractor shall comply with the below appendices, as applicable.

Standard Documents: Designated Special Provisions (DSPs) that are referenced in this Appendix are:

DSP4. Diverse Business (DB) Requirements for Non-Federally Funded Construction Projects. This provision is applicable to contracts funded with state funds, without federal funds.

DSP7. Disadvantaged Business Enterprise (DBE) Requirements for Federally-funded Construction Projects. This provision is applicable to any Federally-funded (in part or whole) contract for a construction project.

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DSP8. F. A. R.—Required Contract Provisions Federal-Aid Construction Contracts – FHWA-1273 (Revised October 23, 2023). See attachments to the Proposal. This provision is applicable to any federally funded (in part or whole) contract for a construction project.

DSP9. Special Supplement—Anti-Pollution Measures – August 26, 1999. This provision is applicable to all contracts.

DSP12. Executive Order 11246, with Appendices A and B. This provision is applicable to contracts with federal funds (in part or whole).

DSP13. Buy America. This provision is applicable to contracts with federal funds (in part or whole, and to state-funded projects when any federal funds were allocated at any phase of the work on the overall-project but not under the current contract (for example, design), even if the construction contract is 100% state-funded.

DSP15. Commonwealth Standard Terms and Conditions. This provision is applicable to all contracts.

DSP16. Lobbying Certification Form. This provision is applicable to contracts with federal funds and a contract amount $100,000 or greater. If applicable, the Contractor shall complete this form and return it to PennDOT during contract execution. (Form is located in ECMS File Cabinet and must be completed and uploaded to the Contractor Checklist in ECMS).

DSP17. Federal Audit Clause. This provision is applicable to contracts with federal funds. As used in this DSP, “[Name of Subrecipient]” refers to the Contractor.

DSP19. The United States Department of Transportation (USDOT) Standard Title VI/Non-Discrimination Assurances. This provision is applicable to contracts with federal funds. The Contractor’s signature on an agreement will be deemed a signature on this exhibit.

As used in this DSP, the term “Subrecipient” refers to the Contractor.

DSP20. FAR 52.240-1 Prohibition on Unmanned Aircraft Systems Manufactured or Assembled by American Security Drone Act- Covered Foreign Entities. This provision is applicable to contracts with federal funds (in part or whole).

APPENDIX C—DESIGNATED SPECIAL PROVISION 20 (DSP20) FAR 52.240-1 - PROHIBITION ON UNMANNED AIRCRAFT SYSTEMS MANUFACTURED OR ASSEMBLED BY AMERICAN SECURITY DRONE ACT-COVERED FOREIGN ENTITIES (NOV 2024). Revise to read as follows:

APPENDIX C

DESIGNATED SPECIAL PROVISION 20 (DSP20)

FAR 52.240-1 -PROHIBITION ON UNMANNED AIRCRAFT SYSTEMS MANUFACTURED OR ASSEMBLED

BY AMERICAN SECURITY DRONE ACT-COVERED FOREIGN ENTITIES (NOV 2024)

(a) Definitions. As used in this clause—

American Security Drone Act-covered foreign entity means an entity included on a list developed and maintained by the Federal Acquisition Security Council (FASC) and published in the System for Award Management (SAM) at https://www.sam.gov (section 1822 of the National Defense Authorization Act for Fiscal Year 2024, Pub. L. 118-31, 41 U.S.C. 3901 note prec.).

FASC-prohibited unmanned aircraft system means an unmanned aircraft system manufactured or assembled by an American Security Drone Act-covered foreign entity.

Unmanned aircraft means an aircraft that is operated without the possibility of direct human intervention from within or on the aircraft (49 U.S.C. 44801(11)).

Unmanned aircraft system means an unmanned aircraft and associated elements (including communication links and the components that control the unmanned aircraft) that are required for the operator to operate safely and efficiently in the national airspace system (49 U.S.C. 44801(12)).

(b) Prohibition. The Contractor is prohibited from—

(1) Delivering any FASC-prohibited unmanned aircraft system, which includes unmanned aircraft (i.e., drones) and associated elements (sections 1823 and 1826 of Pub. L. 118-31, 41 U.S.C. 3901 note prec.);

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(2) On or after December 22, 2025, operating a FASC-prohibited unmanned aircraft system in the performance of the contract (section 1824 of Pub. L. 118-31, 41 U.S.C. 3901 note prec.); and

(3) On or after December 22, 2025, using Federal funds for the procurement or operation of a FASC-prohibited unmanned aircraft system (section 1825 of Pub. L. 118-31, 41 U.S.C. 3901 note prec.).

(c) Procedures. The Contractor shall search SAM at…

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