839826padot93105.pdf

PROPOSAL Report - Project 93105

August 14, 2026 12:01:57 PM Page 1 of 191

PROPOSAL REPORT

Project: 93105 Bid

Package: 1

Current Let: 09/17/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 06 County: Delaware

SR/SEC/

Group ID: 1/DSB/---

Description

State Road Bridge over Darby Creek

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

G51A - a00051 APPLICABLE DESIGNATED SPECIAL PROVISIONS (STATE) 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... 39 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 .. 54 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) 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

G1401A - a01401 EQUAL EMPLOYMENT OPPORTUNITY WITH PREQUALIFICATION G2302A - a02302 Worker Protection and Investment G3401A - a03401 PREVAILING WAGE ACT G3501B - a03501 RECIPROCAL LIMITATIONS ACT REQUIREMENTS FOR CONSTRUCTION N10601A - a10601 DRIVE ADJUSTMENTS P1061D - b01061 Electronic Submission of Material Certifications through ECMS P1062D - b01062 Electronic Submission of Material Certifications through ECMS for Lump Sum Component items

S5012A - b05012 SECTION 501.3(n) - NOT SEALING JOINTS WHEN PAVING NEW AC/PCC

COMPOSITE PAVEMENT

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

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I2032D - c02032 ITEM 9203-0101 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM, HAUL ROAD

I2032D - c02032 ITEM 9203-2101 TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM

I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE I19991A - c19991 ITEM 1999-0000 - TRAINEES FOR PROJECTS 100% STATE FUNDED I60026A - c60026 ITEM 9000-0527 FIBER OPTIC TERMINATION PANEL I80041A - c80041 8030-0001, 8000-0001, AND 8100-0001 - ALTERNATE BRIDGE STRUCTURE, S-37621

00 - c8030 - PART B, SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-37621... 100 00 - d00010 - CONSTRUCTION RESTRICTIONS FOR IN-STREAM WORK 00 - d00020 - PARCEL 11 AND 11A CONSTRUCTION REQUIREMENTS 00 - d00030 - PARCEL 7 CONSTRUCTION REQUIREMENTS 00 - d00040 - RHMSA PROTECTION REQUIREMENTS 00 - d00050 - OVEREXCAVATION AND BACKFILLING WITH CLASS C CEMENT CONCRETE 00 - d00060 - OVEREXCAVATION AND BACKFILL WITH NO. 2A COARSE AGGREGATE 00 - d00070 - CONSTRUCTION RESTRICTIONS FOR HAUL ROAD AND PARCEL 7 ACCESS

ROAD VERTICAL CLEARANCE

G6020B - D06 - REPLACEMENT OF UTILITY CASTINGS

I6120F - D06 Item 9999-9951 - Utility Casting Adjustment for Resurfacing - Type A I6140E - D06 Item 9999-9962 - Utility Manhole Neck Rebuilding I6120F - D06 Items 9999-9952 and 9999-9954 - Utility Casting Adjustment for Resurfacing - Type A . 108

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

CONSTRUCTION

00 - ITEM 4205-0200 SELECTED BORROW EXCAVATION, 206 ROCK

00 - ITEM 4619-0744 PERMANENT IMPACT ATTENUATING DEVICE, TYPE V, 22.75-FT MAX

SYSTEM LENGTH

00 - ITEM 4620-2010 THRIE-BEAM GUIDE RAIL TO BRIDGE BARRIER TRANSITION, WITH 8-FT

LONG POSTS

00 - ITEM 4623-0275 REMOVAL OF EXISTING CONCRETE MEDIAN BARRIER (DEPARTMENT

PROPERTY)

00 - ITEM 4850-0036 ROCK, CLASS R-8 RIPRAP MODIFIED GRADATION

00 - ITEM 4952-1030 NEMA TS-2; TYPE 1 CONTROLLER ASSEMBLY, TYPE 1 MOUNTING,

ECONOLITE

00 - ITEM 4956-0790 ACCESSIBLE PEDESTRIAN SIGNAL, MULTIPLE CROSSINGS

00 - ITEM 5018-0001 REMOVAL OF EXISTING BRIDGE, S-37621

00 - ITEM 9000-0003 CONNECTION OF COMMUNICATION CABLE TO TRAFFIC SIGNAL

CONTROLLER

00 - ITEM 9000-0004 COMMUNICATIONS HUB MODIFICATION, CARDINAL O'HARA HIGH

SCHOOL, OTN

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00 - ITEM 9000-0009 MILLING AND PAVING OF EXISTING RUMBLE STRIPS

00 - ITEM 9000-0010 REPAIR OF PARKING LOTS

00 - ITEM 9000-0034 HEALTH AND SAFETY PLAN

00 - ITEM 9000-0043 HAZARDOUS MATERIALS - ASBESTOS TESTING AND ABATEMENT

00 - ITEM 9000-0100 TRANSIT SHELTER REMOVAL

00 - ITEM 9000-0101 TEMPORARY PEDESTRIAN CHANNELIZING DEVICE

00 - ITEM 9000-0102 TEMPORARY WORK ZONE FENCE

00 - ITEM 9000-0103 REMOVAL OF EXISTING IMPACT ATTENUATING DEVICE (DEPARTMENT

PROPERTY)

00 - ITEM 9000-0105 UNFORESEEN TRAFFIC CONTROL MODIFICATIONS

00 - ITEM 9000-0106 UNFORESEEN PAVEMENT MARKING MODIFICATIONS ON BITMINOUS

PAVEMENT

00 - ITEM 9000-0152 MONITORING AND VIBRATION CONTROL

00 - ITEM 9000-0200 PERMANENT RIGHT-OF-WAY MONUMENTS

00 - ITEM 9000-0300 AIDS TO NAVIGATION (ATON) PLAN

00 - ITEM 9000-0400 UNEXPECTED CONTAMINATED GROUNDWATER

00 - ITEM 9000-0401 UNEXPECTED REGULATED FILL AND RESIDUAL WASTE

00 - ITEM 9000-0500 OPERATION OF SEWER BYPASS PUMP

00 - ITEM 9000-0501 UNFORESEEN REPAIR OF RHMSA SEWER PIPE

00 - ITEM 9000-0502 TEMPORARY PUMP BYPASS SYSTEM

00 - ITEM 9000-0503 TEMPORARY INLET CAP

00 - ITEM 9000-0504 TEMPORARY PIPE CAP

00 - ITEM 9000-0505 TEMPORARY COFFERDAM

00 - ITEM 9000-0506 TEMPORARY STREAM CROSSING

00 - ITEM 9000-0507 TIMBER MATTING

00 - ITEM 9000-0508 TEMPORARY PIPE EXTENSION

00 - ITEM 9000-0509 TYPE M CONCRETE TOP UNIT AND GRATE, TEMPORARY

00 - ITEM 9000-0510 & 9000-0511 TEMPORARY PIPE

00 - ITEM 9000-0520 LED LUMINAIRE, ARM MOUNT

00 - ITEM 9000-0601 OVEREXCAVATION AND BACKFILL WITH CLASS C CEMENT CONCRETE,

6" THICKNESS

00 - ITEM 9000-0702 TO 9000-0703 INSTALLATION OF AQUA PENNSYLVANIA FACILITIES

00 - ITEM 9000-0704 INSTALLATION OF PECO ENERGY FACILITIES, GAS DIVISION

00 - ITEM 9000-0710 AS-BUILT SURVEY FOR SPRINGFIELD SEWER FACILITIES

00 - ITEM 9000-0711 AS-BUILT SURVEY FOR AQUA FACILITIES

00 - ITEM 9000-0712 PROTECTION AND SUPPORT OF RHMSA

00 - ITEM 9000-0713 PROTECTION AND SUPPORT OF SPRINGFIELD SEWER

00 - ITEM 9000-0735 UTILITY INVESTIGATION AND TEST HOLES

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00 - ITEM 9000-0740 REMOVE AND DISPOSE OF ABANDONED GAS LINE AND EQUIPMENT

00 - ITEM 9000-0800 18” DIP GRAVITY SEWER

00 - ITEM 9000-0801 CONCRETE ENCASEMENT OF SPRINGFIELD SEWER LINE

00 - ITEM 9000-0802 48” PRECAST CONCRETE MANHOLE

00 - ITEM 9000-0803 48” DOGHOUSE MANHOLE

00 - ITEM 9000-0804 SLOPE PROTECTION – ROCK EMBANKMENT

00 - ITEM 9000-0805 REMOVE EXISTING SEWER

00 - ITEM 9000-0806 ABANDON SEWER IN PLACE

00 - ITEM 9000-0807 SPRINGFIELD SEWER BYPASS PUMPING

00 - ITEM 9000-0808 TEMPORARY SUPPORT FOR EXISTING SEWER MAIN

00 - ITEM 9000-0809 CHAIN LINK FENCE

00 - ITEM 9000-0810 STREAMBED RESTORATION

00 - ITEM 9000-1020 SPECIAL HANDLING AND DISPOSAL OF ASBESTOS CONTAINING

SOMASTIC PIPE

00 - PASPGP-6 REAUTHORIZED PER THE TERMS OF PASPGP-7

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BID PACKAGE SUMMARY

Project: 93105 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: Non - Federal (100% State) State Type of Work: BRIDGE REPLACEMENT

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 09/17/2026 11:00:00 AM Project Cost Range: $15,000,000.00 - $19,999,999.99

Anticipated NTP: 11/02/2026 Structure Work: 50.00% Required Completion: 02/14/2031

Wage Rates: Yes

Description:

The description and location of the project is as follows: This project is for replacement of the State Road (SR 0001) Bridge over Darby Creek and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 0001, SECTION DSB, in DELAWARE COUNTY SPRINGFIELD TOWNSHIP & UPPER DARBY TOWNSHIP from approximately Broadview Road at segment 0324/0325 offset 0800/0769 to approximately State Road (SR 2026) at segment 0330/0331 offset 0638/0658.

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.

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PROJECT ITEMS AND QUANTITIES

Alt Item Work Class

Code Unit Of Measure

Quantity Unit Price PDP Spec Prov

Add Action

0201-0001 A Lump Sum 1.0000 N

CLEARING AND GRUBBING

0203-0001 C Cubic Yard 3,581.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 2,690.0000 N

SAW CUTTING

4205-0200 C1 Cubic Yard 54.0000 N Proj

SELECTED BORROW EXCAVATION , 206 ROCK

0212-0001 C3, H, M2 Linear Foot 1,102.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 3,343.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0220-0020 K1 Cubic Yard 5.0000 N

FLOWABLE BACKFILL, TYPE C

0301-0006 D Square Yard 1,973.0000 N

PLAIN CEMENT CONCRETE BASE COURSE, 10" DEPTH

0313-0420 E Square Yard 119.0000 N

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

DEPTH

0313-0422 E Square Yard 1,652.0000 N

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

0350-0106 C, E Square Yard 2,613.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0108 C, E Square Yard 2,504.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0350-0120 C, E Cubic Yard 33.0000 N

SUBBASE (NO. 2A)

0413-0244 F Square Yard 13,374.0000 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

0413-0248 F Square Yard 50.0000 N

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

DEPTH, SRL-L

0413-2070 F Ton 623.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5

MM MIX, SRL-E

0413-6049 F Square Yard 1,973.0000 N

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

0413-7011 F Ton 40.0000 N

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

MIX

0460-0003 F4 Square Yard 25,328.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0491-0014 F3 Square Yard 7,532.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0019 F3 Square Yard 2,148.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0501-0020 G, G1, K Square Yard 842.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, 4" DEPTH

0501-0750 G, G1 Each 5.0000 N

TESTS FOR DEPTH

0504-0001 G1, G4 Linear Foot 182.0000 N

PAVEMENT RELIEF JOINT

0601-7028 H Linear Foot 39.0000 N

24" REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL, 100 YEAR DESIGN LIFE

0601-7058 H Linear Foot 11.0000 N

36" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, 100 YEAR DESIGN LIFE

0601-7508 H Linear Foot 157.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, 3' - 2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-7516 H Linear Foot 43.0000 N 24" REINFORCED CONCRETE PIPE, TYPE A, 3' - 2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-7519 H Linear Foot 110.0000 N 24" REINFORCED CONCRETE PIPE, TYPE A, 15' - 7' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-7526 H Linear Foot 14.0000 N 30" REINFORCED CONCRETE PIPE, TYPE A, 7' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

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0604-7508 H Linear Foot 103.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 3' - 2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0604-7525 H Linear Foot 48.0000 N 30" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 3' - 2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0605-1300 C1, H1 Each 1.0000 N

CLEANING DRAINAGE STRUCTURES

0605-2401 K Set 4.0000 N

MANHOLE FRAME AND COVER

0605-2620 K Each 1.0000 N

TYPE D-W ENDWALL

0605-2730 K Set 5.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

0605-2850 K Each 6.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-2851 K Each 1.0000 N

STANDARD INLET BOX, HEIGHT > 10' AND < /= 20'

0605-2854 K Each 2.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

0605-2855 K Each 3.0000 N

TYPE 4 INLET BOX, HEIGHT > 10' AND < /= 20'

0605-3011 K Each 1.0000 N

TYPE 4 MANHOLE, STORM WATER, HEIGHT >5' AND < /= 10'

0605-3012 K Each 3.0000 N

TYPE 4 MANHOLE, STORM WATER, HEIGHT >10' AND < /= 20'

0605-5711 K Set 5.0000 N

TYPE C CONCRETE TOP UNIT, 6" CURB HEIGHT AND BICYCLE SAFE GRATE

0605-5721 K Set 2.0000 N

TYPE C CONCRETE TOP UNIT, 8" CURB HEIGHT AND BICYCLE SAFE GRATE

0606-0050 C1, K Set 9.0000 N

GRADE ADJUSTMENT OF EXISTING INLETS

0606-0150 C1, K Set 3.0000 N

GRADE ADJUSTMENT OF EXISTING MANHOLES

0606-0160 C1, K Set 26.0000 N

GRADE ADJUSTMENT OF EXISTING WATER VALVES

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0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0002 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE A

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0609-0011 X Lump Sum 1.0000 N

FIELD LABORATORY

0610-7002 H2 Linear Foot 903.0000 N

6" PAVEMENT BASE DRAIN

0610-7400 H2 Cubic Yard 4.0000 N

ADDITIONAL COARSE AGGREGATE FOR EXTRA DEPTH PAVEMENT BASE DRAIN

0612-0001 C1, H Linear Foot 199.0000 N

SUBGRADE DRAINS

4619-0744 J3 Each 1.0000 N Proj

PERMANENT IMPACT ATTENUATING DEVICE, TYPE V, TEST LEVEL 3, MASH, WIDTHS LESS THAN OR EQUAL TO 36

INCHES , 22.75-FT MAX SYSTEM LENGTH

0620-0503 C1, J Linear Foot 497.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-1600 J Linear Foot 75.0000 N

TYPE 31-S GUIDE RAIL

0620-1602 J Linear Foot 63.0000 N

TYPE 31-S GUIDE RAIL WITH 8' EXTRA LENGTH POSTS

0620-1625 J Linear Foot 150.0000 N

TYPE 31-SC GUIDE RAIL

0620-1635 J Linear Foot 125.0000 N

TYPE 31-SCC GUIDE RAIL

0620-2010 J Each 1.0000 N

THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITHOUT CURB

4620-2010 J Each 1.0000 N Proj THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITHOUT CURB , WITH 8-FT LONG POSTS

4623-0275 J1 Linear Foot 167.0000 N Proj

REMOVAL OF EXISTING CONCRETE MEDIAN BARRIER (DEPARTMENT PROPERTY)

August 14, 2026 12:01:57 PM Page 11 of 191

0624-0001 J2 Linear Foot 56.0000 N

RIGHT-OF-WAY FENCE, TYPE 1

0624-0275 A, J2 Linear Foot 28.0000 N

REMOVAL OF EXISTING RIGHT-OF-WAY FENCE

0624-0300 J2 Each 4.0000 N

END POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE

0624-0500 J2 Each 2.0000 N

PULL POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE

0627-3019 J1 Linear Foot 1,953.0000 N

TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=1'

E 0627-3021 J1 Linear Foot 316.0000 N

TEMPORARY BARRIER, STEEL, ZONEGUARD MINIMUM DEFLECTION SYSTEM

A 0628-3021 J1 Linear Foot 158.0000 N

RESET TEMPORARY BARRIER, STEEL, ZONEGUARD MINIMUM DEFLECTION SYSTEM

O 0627-3022 J1 Linear Foot 316.0000 N

TEMPORARY BARRIER, STEEL, BARRIERGUARD 800 MINIMUM DEFLECTION SYSTEM

A 0628-3022 J1 Linear Foot 158.0000 N

RESET TEMPORARY BARRIER, STEEL, BARRIERGUARD 800 MINIMUM DEFLECTION SYSTEM

0628-3019 J1 Linear Foot 4,555.0000 N

RESET TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=1'

0630-0031 K Linear Foot 1,344.0000 N

PLAIN CEMENT CONCRETE CURB, 6" HEIGHT

0630-0035 K Linear Foot 151.0000 N

PLAIN CEMENT CONCRETE CURB, 6" HEIGHT, INCLUDING REMOVAL OF EXISTING CURB

0633-0200 K Linear Foot 1,792.0000 N

PLAIN CONCRETE MOUNTABLE CURB, TYPE A

0633-0225 K Linear Foot 326.0000 N

PLAIN CONCRETE MOUNTABLE CURB, TYPE B

0643-0010 J1 Linear Foot 206.0000 N

TEMPORARY CONCRETE MEDIAN BARRIER, STRUCTURE MOUNTED, 32" HEIGHT

0644-0010 J1 Linear Foot 468.0000 N

TEMPORARY CONCRETE MEDIAN BARRIER, STRUCTURE MOUNTED, 32" HEIGHT, RESET

0660-0003 F3 Linear Foot 945.0000 N

MILLED ASPHALT PAVEMENT SHOULDER RUMBLE STRIPS

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0676-0001 K Square Yard 543.0000 N

CEMENT CONCRETE SIDEWALK

0676-0004 K Square Yard 36.0000 N

DRIVEWAY APRONS AND SIDEWALKS THROUGH DRIVEWAYS

0686-0060 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D, MODIFIED

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

E 0695-0004 K Square Foot 233.0000 N

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE

O 0695-0003 K Square Foot 233.0000 N

DETECTABLE WARNING SURFACE, POLYMER CONCRETE

O 0695-0002 K Square Foot 233.0000 N

DETECTABLE WARNING SURFACE, CAST IRON

0696-0610 J1 Each 8.0000 N

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

0697-0610 J1 Each 22.0000 N

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

0703-0020 C1, H Cubic Yard 473.0000 N

NO. 1 COARSE AGGREGATE

0802-0003 C1, M Square Yard 314.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0025 M3 Pound 38.0000 N

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

0804-0030 M3 Pound 8.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA R SEASONALLY FLOODED CONSERVATION MIX, INCLUDING MULCH

0804-0032 M3 Pound 18.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0804-0037 M3 Pound 14.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA C CONSERVATION MIX

0805-0030 M3 Square Yard 1,160.0000 N

August 14, 2026 12:01:57 PM Page 13 of 191

MULCHING - BONDED FIBER MATRIX

0806-0113 M2 Square Yard 868.0000 N

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

0806-0130 M2 Square Yard 42.0000 N

TEMPORARY LONG-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 4

0806-0140 M2 Square Yard 1,160.0000 N

PERMANENT ROLLED EROSION CONTROL PRODUCT, TYPE 5A

0808-0140 M Each 27.0000 N

LIVE STAKES

0808-3730 M Each 14.0000 N

ARROWWOOD VIBURNUM - (2' HT. B&B)

0808-3951 M Each 14.0000 N

BLACK CHOKEBERRY - (24" HT. B&B)

0811-0003 J2, M Linear Foot 95.0000 N

TEMPORARY PROTECTIVE FENCE

0845-0001 M2 Dollar 100,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0849-0020 C1 Each 2.0000 N

ROCK CONSTRUCTION ENTRANCE WITH WASH RACK

0850-0032 C1 Cubic Yard 240.0000 N

ROCK, CLASS R-4

4850-0036 C1 Cubic Yard 1,249.0000 N Proj

ROCK, CLASS R-8 RIPRAP MODIFIED GRADATION

0851-0003 C1 Square Yard 26.0000 N

ROCK APRON

0855-0003 M2 Each 2.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 2.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0860-0000 M2 Each 13.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0002 M2 Each 15.0000 N

INLET FILTER BAG FOR TYPE C INLET

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0860-0010 M2 Each 2.0000 N

CONCRETE BLOCK/GRAVEL INLET PROTECTION FOR TYPE M INLET

0867-0012 M2 Linear Foot 1,129.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0867-0022 M2 Linear Foot 176.0000 N

COMPOST FILTER SOCK, 24" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0120 Q Each 2.0000 N

SPEED DISPLAY SIGN

0901-0202 Q Each 2.0000 N

FLOODLIGHTS

0901-0231 Q Day 18,112.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0232 Q Day 88,053.0000 N

ADDITIONAL WARNING LIGHTS, TYPE C

0901-0240 Q, R Square Foot 576.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0242 Q Each 275.0000 N

ADDITIONAL TRAFFIC CONTROL DEVICES, DRUMS

0901-0321 O Linear Foot 5,557.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0331 O Linear Foot 880.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0461 Q Each 2.0000 N

FULL-MATRIX CHANGEABLE MESSAGE SIGN WITHOUT TELECOMMUNICATIONS

0910-4116 P8 Linear Foot 1,330.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0931-0003 R Square Foot 273.0000 N

POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST

0935-0001 R Square Foot 86.0000 N

POST MOUNTED SIGNS, TYPE F

0936-0200 R Square Foot 95.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS

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0937-0102 J, R Each 6.0000 N

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

0937-0113 J, R Each 6.0000 N

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

0937-0300 R Each 6.0000 N FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-1, WHITE POST WITH WHITE SHEETING

0937-0301 R Each 6.0000 N FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-1, YELLOW POST WITH YELLOW SHEETING

0937-0320 R Each 4.0000 N

FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-1, WHITE POST WITH WHITE SHEETING

0941-0001 R Each 1.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0943-0002 R Each 3.0000 N

RESET POST MOUNTED SIGNS, TYPE D

0945-0001 R Each 2.0000 N

RESET POST MOUNTED SIGNS, TYPE F

0950-0002 P Dollar 5,000.0000 $1.00 Y

UNFORESEEN TRAFFIC SIGNAL WORK

0951-2235 P Each 1.0000 N TRAFFIC SIGNAL SUPPORT, 35' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

0951-2240 P Each 1.0000 N TRAFFIC SIGNAL SUPPORT, 40' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

0951-2245 P Each 1.0000 N TRAFFIC SIGNAL SUPPORT, 45' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

0951-2250 P Each 1.0000 N TRAFFIC SIGNAL SUPPORT, 50' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

0951-4112 P Each 8.0000 N

PEDESTRIAN STUB POLE, TYPE B, POWDER COATED

4952-1030 P Each 1.0000 N Proj

NEMA TS-2; TYPE 1 CONTROLLER ASSEMBLY, TYPE 1 MOUNTING , ECONOLITE

0952-3001 P Each 1.0000 N

CONTROLLER MODIFICATION, CONTROLLER UPGRADE

0952-3002 P Each 1.0000 N

August 14, 2026 12:01:57 PM Page 16 of 191

CONTROLLER MODIFICATION

0953-0601 P Each 3.0000 N

MANAGED NETWORK SWITCH, FIELD SWITCH TYPE B

0953-0802 P Lump Sum 1.0000 N

UNIFIED COMMAND AND CONTROL INTEGRATION

0954-0012 P8 Linear Foot 444.0000 N

2 INCH CONDUIT

0954-0013 P8 Linear Foot 494.0000 N

3 INCH CONDUIT

0954-0151 C1, P8 Linear Foot 220.0000 N

TRENCH AND BACKFILL, TYPE I

0954-0153 C1, P8 Linear Foot 229.0000 N

TRENCH AND BACKFILL, TYPE III

0954-0201 P8 Linear Foot 1,300.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0202 P8 Linear Foot 3,540.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

0954-0203 P8 Linear Foot 550.0000 N

SIGNAL CABLE, 14 AWG, 7 CONDUCTOR

0954-0302 P8 Each 4.0000 N

JUNCTION BOX, JB-27

0954-0305 P8 Each 3.0000 N

JUNCTION BOX, JB-30

0954-0403 P8 Each 1.0000 N

ELECTRICAL SERVICE, TYPE C

0954-0600 P8 Each 1.0000 N

UNINTERRUPTIBLE POWER SUPPLY (UPS)

0955-3208 P Each 10.0000 N

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS

0955-3209 P Each 2.0000 N

VEHICULAR SIGNAL HEAD, FOUR 12" SECTIONS

0955-3722 P Each 8.0000 N

LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, TYPE A

August 14, 2026 12:01:57 PM Page 17 of 191

0956-0601 P Each 2.0000 N

RADAR DETECTOR

0956-0700 P Each 4.0000 N

VIDEO DETECTOR

4956-0790 P Each 8.0000 N Proj

ACCESSIBLE PEDESTRIAN SIGNALS , MULTIPLE CROSSINGS

0956-0824 P Each 1.0000 N

OPTICAL PREEMPTION SYSTEM (4 APPROACHES)

0958-0041 P, Q Each 1.0000 N

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

0958-0221 P, Q Each 1.0000 N

TEMPORARY TRAFFIC CONTROL SIGNAL ON FIXED SUPPORTS, RESET (4 OR MORE APPROACHES)

0958-0222 P, Q Each 1.0000 N

0958-0223 P, Q Each 1.0000 N

0958-0224 P, Q Each 1.0000 N

0958-0281 P, Q Each 1.0000 N

TEMPORARY TIMING ADJUSTMENTS TO EXISTING PERMANENT TRAFFIC SIGNAL CONTROLLER

0958-0282 P, Q Each 1.0000 N

TEMPORARY TIMING ADJUSTMENTS TO EXISTING PERMANENT TRAFFIC SIGNAL CONTROLLER

0960-0001 O2 Linear Foot 2,845.0000 N

4" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0002 O2 Linear Foot 3,389.0000 N

4" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0005 O2 Linear Foot 2,062.0000 N

6" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0021 O2 Linear Foot 776.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0026 O2 Linear Foot 286.0000 N

24" WHITE HOT THERMOPLASTIC TRANSVERSE PAVEMENT MARKINGS

0960-0036 O2 Linear Foot 150.0000 N

24" YELLOW HOT THERMOPLASTIC TRANSVERSE PAVEMENT MARKINGS

August 14, 2026 12:01:57 PM Page 18 of 191

0960-0101 O2 Each 10.0000 N

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

0960-0222 O2 Each 2.0000 N

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

0960-0224 O2 Each 8.0000 N

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

0960-0257 O2 Linear Foot 54.0000 N WHITE HOT THERMOPLASTIC LEGEND, "YIELD LINE", 24" X 36" TRIANGLE, (MIN 4 TRIANGLES PER LINE)

0962-1000 O Linear Foot 9,078.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1001 O Linear Foot 8,878.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1004 O Linear Foot 559.0000 N

24" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 4,773.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0962-1025 O3 Each 25.0000 N

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

0962-1035 O3 Linear Foot 22.0000 N WHITE WATERBORNE PAVEMENT LEGEND, "YIELD LINE", 24" X 36" TRIANGLE, (MIN 4 TRIANGLES PER LINE)

0962-1061 O3 Each 7.0000 N

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

0962-1062 O3 Each 22.0000 N

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

0963-0001 O2, O3 Square Foot 1,036.0000 N

PAVEMENT MARKING REMOVAL

0963-0004 O2, O3 Linear Foot 14,509.0000 N

4" PAVEMENT MARKING REMOVAL

0963-0006 O2, O3 Linear Foot 7,735.0000 N

6" PAVEMENT MARKING REMOVAL

0963-0010 O2, O3 Each 53.0000 N

PAVEMENT MARKING REMOVAL (LEGENDS AND SYMBOLS)

0964-0001 O Linear Foot 328.0000 N

August 14, 2026 12:01:57 PM Page 19 of 191

4" WHITE EPOXY PAVEMENT MARKINGS

0964-0002 O Linear Foot 316.0000 N

4" YELLOW EPOXY PAVEMENT MARKINGS

0964-0005 O Linear Foot 251.0000 N

6" WHITE EPOXY PAVEMENT MARKINGS

0964-0007 O Linear Foot 70.0000 N

6" BLACK EPOXY PAVEMENT MARKINGS

0964-0026 O Linear Foot 205.0000 N

24" WHITE EPOXY TRANSVERSE PAVEMENT MARKINGS

0966-0015 O1 Each 5.0000 N

SNOWPLOWABLE RAISED PAVEMENT MARKER TWO WAY HOLDER WITH REFLECTOR (W/R)

0966-0018 O1 Each 112.0000 N

SNOWPLOWABLE RAISED PAVEMENT MARKER TWO WAY HOLDER WITH REFLECTOR (W/B)

0971-0001 R Each 3.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

1001-1140 K Cubic Yard 17.0000 N

CLASS C CEMENT CONCRETE

5018-0001 T1 Lump Sum 1.0000 N Proj

REMOVAL OF EXISTING BRIDGE , S-37621

1999-0000 Z Hour 2,000.0000 N Std

TRAINEES FOR PROJECTS 100% STATE FUNDED

E 8030-0001 S1 Lump Sum 1.0000 N Std

BRIDGE STRUCTURE, AS DESIGNED, S-37621

A 1002-0146 S7 Each 14.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 7 REINFORCEMENT BARS, EPOXY COATED

A 1002-0215 S7 Pound 346.0000 N

STAINLESS STEEL REINFORCEMENT BARS

A 1002-0350 S7 Pound 315,732.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 1002-0400 S7 Each 314.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 4 REINFORCEMENT BARS, EPOXY COATED

A 1002-0450 S7 Each 688.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 5 REINFORCEMENT BARS, EPOXY COATED

August 14, 2026 12:01:57 PM Page 20 of 191

A 1002-0460 S7 Each 608.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 6 REINFORCEMENT BARS, EPOXY COATED

A 1002-0480 S7 Each 52.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 8 REINFORCEMENT BARS, EPOXY COATED

O 8000-0001 S1 Lump Sum 1.0000 N Std

PRESTRESSED CONCRETE BRIDGE STRUCTURE

O 8100-0001 S1 Lump Sum 1.0000 N Std

STEEL BRIDGE STRUCTURE

9000-0003 P, P4, P7 Each 1.0000 N Proj

CONNECTION OF COMMUNICATION CABLE TO TRAFFIC SIGNAL CONTROLLER

9000-0004 P4, P7 Lump Sum 1.0000 N Proj

COMMUNICATIONS HUB MODIFICATION, CARDINAL O'HARA HIGH SCHOOL, OTN

9000-0009 F3 Linear Foot 879.0000 N Proj

MILLING AND PAVING OF EXISTING RUMBLE STRIPS

9000-0010 F1, F3, F4 Dollar 40,000.0000 $1.00 Y Proj

REPAIR OF PARKING LOTS

9000-0034 V2 Lump Sum 1.0000 N Proj

HEALTH AND SAFETY PLAN

9000-0043 B1 Dollar 10,000.0000 $1.00 Y Proj

HAZARDOUS MATERIALS - ASBESTOS TESTING AND ABATEMENT

9000-0100 B Dollar 4,000.0000 $1.00 Y Proj

TRANSIT SHELTER REMOVAL

9000-0101 J2 Linear Foot 314.0000 N Proj

TEMPORARY PEDESTRIAN CHANNELIZING DEVICE

9000-0102 J2 Linear Foot 270.0000 N Proj

TEMPORARY WORK ZONE FENCE

9000-0103 J, J1, J3 Each 1.0000 N Proj

REMOVAL OF EXISTING IMPACT ATTENUATING DEVICE (DEPARTMENT PROPERTY)

9000-0105 Q Dollar 25,000.0000 $1.00 Y Proj

UNFORSEEN TRAFFIC CONTROL MODIFICATIONS

9000-0106 O Dollar 2,500.0000 $1.00 Y Proj

UNFORSEEN PAVEMENT MARKING MODIFICATIONS ON BITUMINOUS PAVEMENT

9000-0152 H Lump Sum 1.0000 N Proj

MONITORING AND VIBRATION CONTROL

August 14, 2026 12:01:57 PM Page 21 of 191

9000-0200 X Each 4.0000 N Proj

PERMANENT RIGHT-OF-WAY MONUMENTS

9000-0300 X Lump Sum 1.0000 N Proj

AIDS TO NAVIGATION (ATON) PLAN

9000-0400 C1 Dollar 50,000.0000 $1.00 Y Proj

UNEXPECTED CONTAMINATED GROUNDWATER

9000-0401 C1 Dollar 30,000.0000 $1.00 Y Proj

UNEXPECTED REGULATED FILL AND RESIDUAL WASTE

9000-0500 X Dollar 20,000.0000 $1.00 Y Proj

OPERATION OF SEWER BYPASS PUMP

9000-0501 H Dollar 10,000.0000 $1.00 Y Proj

UNFORESEEN REPAIR OF RHMSA SEWER PIPE

9000-0502 M2 Lump Sum 1.0000 N Proj

TEMPORARY PUMP BYPASS SYSTEM

9000-0503 K Each 8.0000 N Proj

TEMPORARY INLET CAP

9000-0504 H Each 1.0000 N Proj

TEMPORARY PIPE CAP

9000-0505 C1, S5 Each 3.0000 N Proj

TEMPORARY COFFERDAM

9000-0506 M2 Lump Sum 1.0000 N Proj

TEMPORARY STREAM CROSSING

9000-0507 M2 Square Yard 400.0000 N Proj

TIMBER MATTING

9000-0508 H Lump Sum 1.0000 N Proj

TEMPORARY PIPE EXTENSION

9000-0509 K Set 3.0000 N Proj

TYPE M CONCRETE TOP UNIT AND GRATE, TEMPORARY

E 9000-0510 H Linear Foot 32.0000 N Proj 24" SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 12 GAGE, TEMPORARY

O 9000-0511 H Linear Foot 32.0000 N Proj

24" DUCTILE IRON PIPE,TEMPORARY

9000-0520 P8 Each 4.0000 N Proj

August 14, 2026 12:01:57 PM Page 22 of 191

LED LUMINAIRE, ARM MOUNT

9000-0527 P Each 1.0000 N Std

FIBER OPTIC TERMINATION PANEL

9000-0601 C1 Cubic Yard 51.0000 N Proj

OVEREXCAVATION AND BACKFILL WITH CLASS C CEMENT CONCRETE, 6" THICKNESS

9000-0702 H Lump Sum 1.0000 N Proj

INSTALLATION OF AQUA FACILITIES, STRUCTURE ITEMS

9000-0703 H Lump Sum 1.0000 N Proj

INSTALLATION OF AQUA FACILITIES, TEMPORARY STRUCTURE ITEMS

9000-0704 H Lump Sum 1.0000 $142,500.00 Y Proj

INSTALLATION OF PECO ENERGY FACILITIES, GAS DIVISION

9000-0710 X Lump Sum 1.0000 N Proj

AS-BUILT SURVEY FOR SPRINGFIELD SEWER FACILITIES

9000-0711 X Lump Sum 1.0000 N Proj

AS-BUILT SURVEY FOR AQUA FACILITIES

9000-0712 ZZ Linear Foot 355.0000 N Proj

PROTECTION AND SUPPORT OF RHMSA

9000-0713 ZZ Linear Foot 434.0000 N Proj

PROTECTION AND SUPPORT OF SPRINGFIELD SEWER

9000-0735 C6, X Each 10.0000 N Proj

UTILITY INVESTIGATION AND TEST HOLES

9000-0740 B1 Dollar 10,000.0000 $1.00 Y Proj

REMOVE AND DISPOSE OF ABANDONED GAS LINE AND EQUIPMENT

9000-0800 H Linear Foot 434.0000 N Proj

18" DIP GRAVITY SEWER

9000-0801 K1 Cubic Yard 68.0000 N Proj

CONCRETE ENCASEMENT OF SPRINGFIELD SEWER LINE

9000-0802 K Each 2.0000 N Proj

48" PRECAST CONCRETE MANHOLE

9000-0803 K Each 2.0000 N Proj

48" DOGHOUSE MANHOLE

9000-0804 M2 Cubic Yard 32.0000 N Proj

SLOPE PROTECTION - ROCK EMBANKMENT

August 14, 2026 12:01:57 PM Page 23 of 191

9000-0805 C1, H Lump Sum 1.0000 N Proj

REMOVE EXISTING SEWER

9000-0806 H Lump Sum 1.0000 N Proj

ABANDON SEWER IN PLACE

9000-0807 M2 Lump Sum 1.0000 N Proj

SPRINGFIELD SEWER BYPASS PUMPING

9000-0808 ZZ Lump Sum 1.0000 N Proj

TEMPORARY SUPPORT FOR EXISTING SEWER MAIN

9000-0809 J2 Linear Foot 15.0000 N Proj

CHAIN LINK FENCE

9000-0810 M2 Cubic Yard 65.0000 N Proj

STREAMBED RESTORATION

9000-1020 B1 Dollar 49,000.0000 $1.00 Y Proj

SPECIAL HANDLING AND DISPOSAL OF ASBESTOS CONTAINING SOMASTIC PIPE

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGRATE

9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

9203-0101 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM, HAUL ROAD

9203-2101 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM

9999-9952 K Each 1.0000 $1,335.00 Y Std 16 TO 36 INCH DIAMETER UTILITY CASTING ADJUSTMENT FOR RESURFACING - TYPE A - CONCRETE BASE

9999-9954 K Each 1.0000 $1,257.00 Y Std 37 TO 54 INCH DIAMETER UTILITY CASTING ADJUSTMENT FOR RESURFACING - TYPE A - CONCRETE BASE

9999-9962 K Vertical Foot 1.0000 $1,215.00 Y Std

UTILITY MANHOLE NECK REBUILDING

August 14, 2026 12:01:57 PM Page 24 of 191

SPECIAL PROVISIONS

Special Provision: G51A - a00051 APPLICABLE DESIGNATED SPECIAL PROVISIONS (STATE)

Addendum:

Action:

Item(s) Associated:

Header:

APPLICABLE DESIGNATED SPECIAL PROVISIONS (STATE)

Provision Body:

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

DSP4. Diverse Business (DB) Requirements for Non-Federally Funded Construction Projects.

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

DSP15. Commonwealth Standard Terms and Conditions.

Project Specific Details:

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

Addendum:

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.

August 14, 2026 12:01:57 PM Page 25 of 191

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

CHANGES TO SPECIFICATIONS: SECTION 106

August 14, 2026 12:01:57 PM Page 26 of 191

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, 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.

August 14, 2026 12:01:57 PM Page 27 of 191

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.

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 approved Post Construction Stormwater Management (PCSM) Plan.

August 14, 2026 12:01:57 PM Page 28 of 191 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:

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

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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.

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.

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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).

APPE…