829290padot67203.pdf

PROPOSAL Report - Project 67203

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PROPOSAL REPORT

Project: 67203 Bid

Package: 1

Current Let: 07/16/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 04 County: Lackawanna

SR/SEC/

Group ID: 307/D53/---

Description

SR 307 over Williams Bridge Reservoir

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

G4011B - 00 - CONSTRUCTION/HOLIDAY RESTRICTIONS

G90C - 00 - g080090 PUBLIC NOTIFICATION

G4010C - 00 - REQUIRED NOTIFICATIONS

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 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) 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 N10501B - a10501 BRIDGE SHOP DRAWINGS N10550B - a10550 HEAVY CONSTRUCTION WAGE RATES 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

I2032D - c02032 ITEM 9203-0001 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM

I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE I80041A - c80041 ITEM 8010-0001/8000-0001/8100-0001 - BRIDGE STRUCTURE, AS DESIGNED, S-39645 & ALTERNATES

00 - CIS - CLASS 3 EXCAVATION INCLUDING STOCKPILING AND PROTECTION OF

STREAMBED MATERIAL

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I50268B - CIS - SELECTED BORROW EXCAVATION ROCK, CLASS R-8 CHOKED W/ ROCK,

CLASS R-4

00 - CONSTRUCTION REQUIREMENTS AND RESTRICTIONS

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

DURINGCONSTRUCTION

00 - ITEM 4201-0001 – CLEARING AND GRUBBING, BAT RESTRICTION

00 - ITEM 4205-0264 – SELECTED BORROW EXCAVATION ROCK, CLASS R-4, CHOKED WITH

EMBANKMENT

I50267B - ITEM 4205-0266 – SBE ROCK, CLASS R-6 , CHOKED WITH R-3 AND NATURAL

STREAMBED MATERIAL

00 - ITEM 4855-0003 PUMPED WATER FILTER BAG ALTERNATE LAYOUT

00 - ITEM 4856-0001 REMOVAL SEDIMENT AND ROCK BARRIER (INCLUDING INSTALLATION) ... 63

00 - ITEM 4901-0002 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONTRUCTION,

FOR EXIST CONFIGURATION

00 - ITEM 4942-0002 – RESET POST MOUNTED SIGNS, TYPE C, PA AMERICAN WATER SIGN

00 - ITEM 9000-0001 - THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER

TRANSITION

00 - ITEM 9000-0002 – REMOVE AND RESET EXISTING MAILBOX

00 - ITEM 9000-0003 – REMOVE AND RESET BARRIER GATE

00 - ITEM 9000-0004/9000-0012 TEMPORARY PIPE

00 - ITEM 9000-0005 TEMPORARY PIPE COFFERDAM

00 - ITEM 9000-0006/9000-0007 SELECT BORROW EXCAVATION ROCK, CLASS R-3/R-4, ROUND

RIVER ROCK

00 - ITEM 9000-0008 RIPARIAN SEED MIX, INCLUDING MULCH

00 - ITEM 9000-0009 - WEIGHTED SEDIMENT FILTER TUBE, 9.5” DIAMETER

00 - ITEM 9000-0010 TEMPORARY PUMP BYPASS SYSTEM

00 - ITEM 9000-0011 – SKIRTED CONTAINMENT BOOM

00 - ITEM 9000-0013 STRUCTURE COFFERDAM

00 - ITEM 9000-0014 – DETOUR ROUTE PAVEMENT DOCUMENTATION

00 - ITEM 9000-0015 – DETOUR ROUTE PAVEMENT REPAIRS

00 - ITEM 9000-0016 – REMOVE EXISTING BOLLARD

00 - ITEM 9000-0201 TEMPORARY SUPPORT OF EXISTING ARCH

00 - PART B – SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-39645

S9013A - SECTION 901.3(k) Work Area Pavement Markings

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BID PACKAGE SUMMARY

Project: 67203 Bid Package: 1

Project Type: Standard Posted:

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

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 07/16/2026 11:00:00 AM Project Cost Range: $2,500,000.00 - $4,999,999.99 Anticipated NTP: 08/31/2026 Structure Work: 33.00%

Required Completion: 09/27/2028 DBE: 0% Wage Rates: Yes

Description:

The project consists of replacement of the existing stone masonry arch culvert carrying SR 307 over Stafford Meadow Brook with approach roadway improvements. The proposed structure will be single span prestressed concrete spread box beam bridge with four 11 foot lanes and 8 foot shoulders. Other work includes roadway approach pavement reconstruction and shoulder widening, guide rail replacement, E&S control measures, signing and pavement marking, existing structure removal, and other miscellaneous construction work. Construction of the SR 307 bridge will be completed using staged construction while maintaining one lane of traffic in each direction. Additional work includes two driveway relocations and mill and overlay of SR 307 at the project extents, as indicated on the approved drawings included in the bid package for STATE ROUTE 307, SECTION D53, in LACKAWANNA COUNTY, ROARING BROOK TOWNSHIP from approximately 4.4 miles north of SR 690 at NB segment 0150 offset 1147 to approximately 2.4 miles South of Interstate I-81 at segment 0180 offset 1340.

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

4201-0001 A Lump Sum 1.0000 N Proj

CLEARING AND GRUBBING , BAT RESTRICTION

0203-0001 C Cubic Yard 4,852.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 3,219.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 792.0000 N

CLASS 2 EXCAVATION

0205-0100 C1 Cubic Yard 3,407.0000 N

FOREIGN BORROW EXCAVATION

0205-0264 C1 Cubic Yard 8.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-4

4205-0264 C1 Cubic Yard 365.0000 N Proj

SELECTED BORROW EXCAVATION ROCK, CLASS R-4 , CHOKED WITH EMBANKMENT

0205-0265 C1 Cubic Yard 13.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-5

4205-0266 C1 Cubic Yard 109.0000 N Std SELECTED BORROW EXCAVATION ROCK, CLASS R-6 , CHOKED WITH R-3 AND NATURAL STREAMBED MATERIAL

0212-0001 C3, H, M2 Linear Foot 810.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 570.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0313-0330 E Square Yard 5,565.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 8" DEPTH

0350-0106 C, E Square Yard 4,887.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0108 C, E Square Yard 1,163.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0413-0192 F Square Yard 44,513.0000 N

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

DEPTH, SRL-H

0413-2056 F Ton 50.0000 N

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

MIX, SRL-H

0413-6035 F Square Yard 3,741.0000 N

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

DEPTH

0460-0003 F4 Square Yard 49,154.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0491-0012 F3 Square Yard 38,048.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0019 F3 Square Yard 900.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

E 0601-0313 H Linear Foot 72.0000 N

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

O 0601-7313 H Linear Foot 72.0000 N

18" REINFORCED CONCRETE PIPE, TYPE B, 15' - 1.5' FILL

0602-9365 H Linear Foot 48.0000 N 28" X 20" CORRUGATED ALUMINIZED STEEL PIPE ARCH, TYPE II, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

0605-2401 K Set 1.0000 N

MANHOLE FRAME AND COVER

0605-2600 K Each 2.0000 N

TYPE D ENDWALL

0605-2620 K Each 1.0000 N

TYPE D-W ENDWALL

0605-2740 K Set 1.0000 N

TYPE S CONCRETE TOP UNIT AND GRATE

0605-2850 K Each 2.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0003 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE B

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0610-0002 H2 Linear Foot 126.0000 N

6" PIPE UNDERDRAIN TYPE I BACKFILL

0610-7002 H2 Linear Foot 684.0000 N

6" PAVEMENT BASE DRAIN

0615-0022 H2 Linear Foot 56.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0040 H2 Each 5.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL

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0615-0066 C1, H2, R Each 5.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0619-0459 J1, J3 Each 1.0000 N

PERMANENT IMPACT ATTENUATING DEVICE, TYPE II, TEST LEVEL 3, TANGENT (MASH)

0620-0400 J Each 2.0000 N

TERMINAL SECTION, SINGLE

0620-0502 C1, J Linear Foot 591.0000 N

REMOVE EXISTING GUIDE RAIL (DEPARTMENT PROPERTY)

0620-0872 J Each 1.0000 N

BURIED-IN-BACKSLOPE TERMINAL, SINGLE PANEL

0620-1600 J Linear Foot 313.0000 N

TYPE 31-S GUIDE RAIL

0620-1602 J Linear Foot 25.0000 N

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

0620-1670 J Each 1.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0627-3020 J1 Linear Foot 1,386.0000 N

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

0628-3020 J1 Linear Foot 2,837.0000 N

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

0636-0001 F1, K Linear Foot 265.0000 N

ASPHALT CONCRETE CURB

0660-0001 F3 Linear Foot 1,392.0000 N

MILLED ASPHALT PAVEMENT CENTERLINE RUMBLE STRIPS TYPE 1

0660-0003 F3 Linear Foot 3,529.0000 N

MILLED ASPHALT PAVEMENT SHOULDER RUMBLE STRIPS

0677-0001 C1, E Cubic Yard 101.0000 N

SELECTED MATERIAL SURFACING

0686-0020 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B

0686-0050 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

0696-0610 J1 Each 5.0000 N

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

0697-0610 J1 Each 20.0000 N

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

0802-0001 C1, M Cubic Yard 59.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0027 M3 Pound 90.0000 N

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

0804-0032 M3 Pound 29.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0804-0033 M3 Pound 3.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA W WETLAND CONSERVATION MIX, INCLUDING MULCH

0806-0112 M2 Square Yard 4,211.0000 N

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

0806-0113 M2 Square Yard 782.0000 N

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

0806-0121 M2 Square Yard 807.0000 N

TEMPORARY EXTENDED-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 3B

0806-0140 M2 Square Yard 257.0000 N

PERMANENT ROLLED EROSION CONTROL PRODUCT, TYPE 5A

0811-0003 J2, M Linear Foot 1,440.0000 N

TEMPORARY PROTECTIVE FENCE

0849-0020 C1 Each 7.0000 N

ROCK CONSTRUCTION ENTRANCE WITH WASH RACK

4855-0003 M2 Each 3.0000 N Proj

PUMPED WATER FILTER BAG ALTERNATE LAYOUT

0855-0004 M2 Each 3.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

4856-0001 C1 Each 6.0000 N Proj

REMOVAL SEDIMENT AND ROCK BARRIER INCLUDING INSTALLATION

0867-0012 M2 Linear Foot 606.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0867-0018 M2 Linear Foot 162.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0867-0032 C1, H, M2 Linear Foot 183.0000 N

COMPOST FILTER SOCK, 32" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

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4901-0002 Q Lump Sum 1.0000 N Proj MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION , FOR EXISTING CONFIGURATION

0901-0203 Q Each 5.0000 N

ARROW PANEL

0901-0240 Q, R Square Foot 200.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 17,509.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 11,188.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 2,563.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0450 Q Each 6.0000 N

3-LINE CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS

0931-0001 R Square Foot 109.0000 N

POST MOUNTED SIGNS, TYPE B

0935-0001 R Square Foot 9.0000 N

POST MOUNTED SIGNS, TYPE F

0937-0106 J, R Each 10.0000 N

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

0937-0113 J, R Each 10.0000 N

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

0941-0001 R Each 5.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0942-0002 R Each 1.0000 N

RESET POST MOUNTED SIGNS, TYPE C

4942-0002 R Each 1.0000 N Proj

RESET POST MOUNTED SIGNS, TYPE C , PA AMERICAN WATER SIGN

0960-0036 O2 Linear Foot 711.0000 N

24" YELLOW HOT THERMOPLASTIC TRANSVERSE PAVEMENT MARKINGS

0960-0224 O2 Each 4.0000 N

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

0960-0233 O2 Each 3.0000 N WHITE HOT THERMOPLASTIC LEGEND, "LANE REDUCTION TRANSITION ARROW - LEFT T LANE", 18' - 0" X 5' - 6"

0962-1000 O Linear Foot 28,128.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1001 O Linear Foot 3,952.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

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0962-1005 O Linear Foot 50,596.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0963-0004 O2, O3 Linear Foot 34,528.0000 N

4" PAVEMENT MARKING REMOVAL

0963-0006 O2, O3 Linear Foot 2,531.0000 N

6" PAVEMENT MARKING REMOVAL

0964-0001 O Linear Foot 222.0000 N

4" WHITE EPOXY PAVEMENT MARKINGS

0964-0002 O Linear Foot 282.0000 N

4" YELLOW EPOXY PAVEMENT MARKINGS

0964-0005 O Linear Foot 30.0000 N

6" WHITE EPOXY PAVEMENT MARKINGS

0966-0011 O1 Each 6.0000 N

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

0966-0017 O1 Each 158.0000 N

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

0966-0018 O1 Each 99.0000 N

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

0966-0103 O1 Each 2.0000 N SNOWPLOWABLE RAISED PAVEMENT MARKER, TWO WAY BRIDGE DECK HOLDER WITH REFLECTOR (Y/B)

0966-0104 O1 Each 1.0000 N SNOWPLOWABLE RAISED PAVEMENT MARKER, TWO WAY BRIDGE DECK HOLDER WITH REFLECTOR (W/B)

0971-0001 R Each 6.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0975-0001 R Each 2.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

1001-1120 S2 Cubic Yard 16.0000 N

CLASS A CEMENT CONCRETE

1005-1410 C6 Linear Foot 336.0000 N

MANDATORY PREDRILLING FOR DRIVEN PILES

1005-1480 X Each 16.0000 N

DYNAMIC PILE LOAD TEST

1018-0060 C1, T1 Lump Sum 1.0000 N

REMOVAL OF EXISTING CULVERT

1046-0010 K2 Square Yard 741.0000 N

EPOXY OVERLAY

E 8010-0001 S1 Lump Sum 1.0000 N Std

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BRIDGE STRUCTURE, AS DESIGNED, S-39645

A 1002-0052 S7 Pound 89,014.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 1002-0146 S7 Each 52.0000 N

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

A 1002-0147 S7 Each 24.0000 N

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

A 1002-0148 S7 Each 16.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 9 REINFORCEMENT BARS, EPOXY COATED

A 1005-1825 U Linear Foot 440.0000 N

STEEL HP12X74 PRODUCTION PILE

A 1005-2025 U Each 16.0000 N

STEEL HP12X74 PILE TIP REINFORCEMENT (HEAVY DUTY)

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

9000-0001 J Each 4.0000 N Proj

THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION

9000-0002 R Each 2.0000 N Proj

REMOVE AND RESET EXISTING MAILBOX

9000-0003 J2 Each 1.0000 N Proj

REMOVE AND RESET BARRIER GATE

9000-0004 C1, H, M2 Linear Foot 285.0000 N Proj

72" DIAMETER TEMPORARY PIPE

9000-0005 H, J1, M2 Linear Foot 160.0000 N Proj

TEMPORARY PIPE COFFERDAM

9000-0006 C1 Cubic Yard 26.0000 N Proj

SELECTED BORROW EXCAVATION ROCK, CLASS R-3, ROUND RIVER ROCK

9000-0007 C1 Cubic Yard 25.0000 N Proj

SELECTED BORROW EXCAVATION ROCK, CLASS R-4, ROUND RIVER ROCK

9000-0008 M3 Pound 45.0000 N Proj

RIPARIAN SEED MIX, INCLUDING MULCH

9000-0009 M2 Linear Foot 125.0000 N Proj

WEIGHTED SEDIMENT FILTER TUBE, 9.5" DIAMETER

9000-0010 C3, H, M2 Each 6.0000 N Proj

TEMPORARY PUMP BYPASS SYSTEM

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9000-0011 M2 Linear Foot 144.0000 N Proj

SKIRTED CONTAINMENT BOOM

9000-0012 C1, H, M2 Linear Foot 160.0000 N Proj

18" TEMPORARY PIPE

9000-0013 H, M2, U Linear Foot 172.0000 N Proj

STRUCTURE COFFERDAM

9000-0014 X Dollar 500.0000 $1.00 Y Proj

DETOUR ROUTE PAVEMENT DOCUMENTATION

9000-0015 E, F, F1 Dollar 5,000.0000 $1.00 Y Proj

DETOUR ROUTE PAVEMENT REPAIRS

9000-0016 J2 Each 1.0000 N Proj

REMOVE EXISTING BOLLARD

9000-0201 C1, S2 Lump Sum 1.0000 N Proj

TEMPORARY SUPPORT OF EXISTING ARCH

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

9203-0001 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM

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SPECIAL PROVISIONS

Special Provision: G4011B - 00 - CONSTRUCTION/HOLIDAY RESTRICTIONS Addendum:

Action:

Item(s) Associated:

Header:

CONSTRUCTION/HOLIDAY RESTRICTIONS

Provision Body:

Implement the following holiday restriction for the time frames listed below. Do not perform any work, including permit work, which will affect traffic on any State Route unless approved by the Department. Such work and/or activities include, but are not limited to the following:

Slow Moving Construction vehicles entering or leaving the roadways, Crane swings over or near the highway, Any lane closures

Easter - Restriction starts from Friday, 12:01 A.M. preceding the holiday to Monday, 12:59 P.M. following the holiday.

Memorial Day and Labor Day - Restriction starts from Friday, 12:01 A.M. preceding the holiday to Tuesday, 12:59 P.M. following the holiday.

Thanksgiving - Restriction starts from Wednesday, 12:01 A.M. preceding the holiday to Sunday, 12:59 P.M. following the holiday.

Independence Day (July 4th), Christmas (December 25th) and New Year's (January 1st)

If the holiday is Monday, then the restriction starts from Friday, 12:01 A.M. preceding the holiday to Tuesday, 12:59 P.M. following the holiday.

If the holiday is Wednesday, then the restriction starts from Tuesday, 12:01 A.M. preceding the holiday to Thursday, 12:59 P.M.

following the holiday.

If the holiday is Thursday, then the restriction starts from Wednesday, 12:01 A.M. preceding the holiday to Sunday, 12:59 P.M.

following the holiday.

If the holiday is Friday, then the restriction starts from Thursday, 12:01 A.M. preceding the holiday to Monday, 12:59 P.M. following the holiday.

If the holiday is Saturday or Sunday, then the restriction starts from Friday, 12:01 A.M. preceding the holiday to Monday, 12:59 P.M.

following the holiday.

Independence Day (July 4th)

If the holiday is Tuesday, then the restriction starts from Monday, 12:01 A.M. preceding the holiday to Wednesday, 12:59 P.M.

following the holiday.

Christmas (December 25th) and New Year's (January 1st)

If the holiday is Tuesday, then the restriction starts from Friday, 12:01 A.M. preceding the holiday to Wednesday, 12:59 P.M. following the holiday.

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Project Specific Details:

Special Provision: G90C - 00 - g080090 PUBLIC NOTIFICATION Addendum:

PUBLIC NOTIFICATION

Provision Body:

Prepare and distribute, with the Engineer's approval, a letter to adjacent residents and businesses, describing the anticipated work sequence, traffic control, phase completions, and possible concerns, in nontechnical terms. Also include names and telephone numbers of the following field personnel: Contractor's superintendent, PENNDOT's Project Engineer, and Assistant Construction Engineer.

Special Provision: G4010C - 00 - REQUIRED NOTIFICATIONS

REQUIRED NOTIFICATIONS

Provision Body:

Provide the following notification to the Inspector-in-Charge of the following:

Start of physical work – seven calendar days Width, height, or weight restrictions to any roadway – ten working days (excluding State holidays). This information should be on the form M-937R.

Removal of width, height, or weight restrictions to any roadway – immediately upon removal. This information should be on the form M-937RO.

Start of any operation affecting traffic (lane closures, total closures, etc.) -- seven calendar days with a confirmation the morning of the operation.

You will not be permitted to close or restrict any roadway until ten working days (excluding State holidays) after such notification is received by the District Permits Unit.

No time extensions will be granted for failure to submit the required notices.

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Also, directly notify local residents, school districts, local and county emergency management agencies (EMAs) of work that impacts those entities at the start of the project and again no less than four calendar days in advance of such work. Provide documentation of such notifications to the Inspector-in-Charge.

Regardless of these provisions, provide notification to any entities that are affected by your operations sufficiently ahead of the operations to allow those entities to adjust their operations accordingly.

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

APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL)

Provision Body:

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

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

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

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

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

DSP13. Buy America.

DSP15. Commonwealth Standard Terms and Conditions.

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

DSP17. Federal Audit Clause.

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

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

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

June 11, 2026 12:41:13 PM Page 16 of 79

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

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

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

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

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.

June 11, 2026 12:41:13 PM Page 17 of 79

Special Provision: C164A - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 Addendum:

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

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:

June 11, 2026 12:41:13 PM Page 18 of 79 non-ferrous metals, plastic and polymer-based products including polyvinylchloride, composite building materials, and polymers used in fiber optic cables, glass including optic glass, lumber, or drywall

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

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

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

Provision Body:

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 approved Post Construction Stormwater Management (PCSM) Plan.

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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:

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):

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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

Provision Body:

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.

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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.);

(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.).

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(c) Procedures. The Contractor shall search SAM at https://www.sam.gov for the FASC-maintained list of American Security Drone Act-covered foreign entities prior to proposing, or using in performance of the contract, any unmanned aircraft system. Additionally, the Contractor shall ensure any effort or expenditure associated with a FASC-prohibited unmanned aircraft system is consistent with a corresponding exemption, exception, or waiver determination expressly stated in the contract.

(d) Exemptions, exceptions, and waivers. The prohibitions in this clause do not apply where the agency has determined an exemption, exception, or waiver applies and the contract indicates that such a determination has been made. [See sections 1823 through 1825 and 1832 of Public Law 118-31 (41 U.S.C. 3901 note prec.) for statutory requirements pertaining to exemptions, exceptions, and waivers.].

(e) Subcontracts. The Contractor shall insert the substance of this clause, including this paragraph (e), in all subcontracts and other contractual instruments, including subcontracts for the acquisition of commercial products or commercial services.

Special Provision: C168A - a00168 CHANGES TO SPECIFICATIONS: SECTIONS 110, 404, AND 507

CHANGE TO SPECIFICATIONS: SECTIONS 110, 404, AND 507

Provision Body:

SECTION 110—PAYMENT

Section 110.06 MATERIAL STORED OR ON HAND. Revise to read as follows:

110.06 MATERIAL STORED OR ON HAND—

(a) Stored Material. The Representative may authorize payment for certain material, using Form CS-110, before its incorporation into the work. Upon the Contractor's request submitted through the PennDOT Project Collaboration Center’s (PPCC) Material-Stored Material (CS-110) workflow and the Representative's acceptance in PPCC, the Contractor may be paid 100% of the cost of the material, less the pro‑rata share of the retainage, if any; provided the quantity of stored material does not exceed the total estimated quantity required to complete the project and the cost is at least $1,000 but does not exceed 90% of the contract price of the applicable contract item or component item. Load-Transfer Units are only eligible for 90% of the cost of the material. The cost of the material is that amount to be paid by the Contractor as evidenced by invoices. Fabricated structural steel that is to receive a protective coating may be approved for prepayment at 75% of the contract price of the applicable contract item or component item, before application of the coating, provided the structure has been fully fabricated and preassembly of field connections has been made.

Payment for stored material will not be authorized until the material has been delivered to the project site or an approved location in the vicinity of the project, is inspected by the Representative to ensure the material is in a satisfactory condition and of sufficient quantity, is stored in an approved manner, and conforms to the requirements specified in this Section and Section 106.03. Identify stored material by project designation and set apart from other materials. Fabricated precast/prestressed bridge structure elements indicated on an S-number structure plan are eligible for prepayment when they are approved to ship. Other materials to be stored less than 30 days are not eligible for prepayment. In determining eligibility for prepayment, the beginning date for evaluating whether the required 30-day minimum storage period will be met will be the date the material is delivered to the project or approved storage location, or the date the invoice is submitted to the Department, whichever is the latter. Material originally determined to be ineligible for prepayment due to the minimum storage period requirement, that is then stored for more than 30 days, is eligible for prepayment on the next estimate, provided the invoice has been submitted to the Department. If the Representative determines, because of required fabrication at an off‑site location, that it is not feasible or practicable to store material in the vicinity of the project, the material may be stored at an approved location, which is not in the vicinity of the project, at the Contractor’s expense.

June 11, 2026 12:41:13 PM Page 23 of 79

With the exception of structural steel to be incorporated into fabricated structural steel components for main bridge members, as specified in Section 110.06(a)1., only end product manufactured material or fully fabricated products that are awaiting installation and/ or incorporation into the finished work are eligible for prepayment. Ingredients of a finished product are not eligible for prepayment.

Aggregates, cements, and other bulk material are not eligible for prepayment. Beams containing precast components or secondary precast elements detailed on the structure component item schedule or both are eligible for prepayment. Living or perishable plant materials are not eligible for prepayment before planting.

Assume full control and responsibility for the protection of the stored material from the elements and against loss or damage by any cause. In the event any stored material becomes lost, stolen, impaired, or damaged while stored, the monetary value of the lost, stolen, impaired, or damaged material as may have been paid for in a current estimate will be deducted from a subsequent estimate.

Retain the title to the prepaid material until issuance of the acceptance certificate.

Payment for acceptable stored material will be made on current estimates against the applicable contract item. The amount paid will be proportionately recouped as the material is incorporated into the work. The cost of surplus stored material previously paid on a current estimate but not ultimately incorporated in the final measured work will not be included in the final payment. Surplus stored material is the property of the Contractor. Remove surplus material from the project and dispose of in a satisfactory manner.

Pay the material provider the amount due, as shown on the invoices within 7 calendar days of receipt of payment from the Department. Provide evidence of payment upon request. Failure to make invoice payments as specified will cause the appropriate monies to be deducted from future estimates and will cause the disapproval of further prepayment requests.

1. Prepayment for Structural Steel. Structural steel to be incorporated into fabricated structural steel components for main bridge members may be approved for payment up to 60% of the contract price of the applicable contract item or component item; provided the quantity, cost, delivery, inspection, and storage requirements of Section 110.06(a) are met. The cost of the structural steel is that amount to be paid by the Fabricator as evidenced by invoices. Invoices for approved structural steel are to include the material quantity and Department project identification (i.e., ECMS number, SR & Section, and county), and must be accompanied by certification, as specified in Section 106.03(b)3., and proof of payment (e.g., a copy of a canceled check or receipt, or a certified letter from the structural steel supplier acknowledging receipt of payment).

Payment for approved structural steel…