823676padot67578.pdf

PROPOSAL Report - Project 67578

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PROPOSAL REPORT

Project: 67578 Bid

Package: 1

Current Let: 06/04/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 04 County: Wayne

SR/SEC/

Group ID: 296/D50/---

Description

SR 296 over Van Aucken Creek

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

G4011B - a00001 CONSTRUCTION/HOLIDAY RESTRICTIONS 00 - a00002 CONSTRUCTION REQUIREMENTS G4010C - a00004 REQUIRED NOTIFICATIONS G90C - a00005 PUBLIC NOTIFICATION 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 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN G1101B - a01101 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 00 - a20001 PRECAST REINFORCED CONCRETE BOX CULVERT FOR S-39276 & S-42219 00 - a20002 OVEREXCAVATION AND BACKFILLING UNDER FOUNDATIONS FOR S-39276 00 - a20003 PRECAST REINFORCED CONCRETE END SECTION FOR S-39276 & S-42219 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 S9013A - b09013 SECTION 901.3(k) Work Area Pavement Markings 00 - c02011 ITEM 4201-0001 CLEARING AND GRUBBING, WITH RESTRICTIONS I44204A - c02041 ITEM 4204-0100/0101 CLASS 3 EXCAVATION FOR DISTRIBUTION OF

STOCKPILED MATERIAL

00 - c02051 ITEM 4205-0266 SELECTED BORROW EXCAVATION ROCK, CLASS R-6, INCLUDING

REMOVAL

00 - c02052 ITEM 4205-0267 SELECTED BORROW EXCAVATION ROCK, CLASS R-7 CHOKED

WITH ROCK, CLASS R-3

I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE

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00 - c06201 ITEM 4620-2050 THRIE-BEAM GUIDE RAIL TO PA 3-RAIL BRIDGE BARRIER

WITHOUT CURB, MOD RADIUS

00 - c06301 ITEM 4630-0021/0031 PLAIN CEMENT CONCRETE CURB, 4" & 6" HEIGHT

ACCELERATED

00 - c067621 ITEM 4676-0001 CEMENT CONCRETE SIDEWALK AA CEMENT CONCRETE 00 - c08021 ITEM 4802-0001 TOPSOIL FURNISHED AND PLACED INCLUDING SEEDING 00 - c08671 ITEM 4867-0012 COMPOST FILTER SOCK, 12" DIAMETER, FOR STOCKPILE

CONTROL

00 - c09011 ITEM 0901-0001 MAINTENANCE AND PROTECTION OF TRAFFIC

DURINGCONSTRUCTION

00 - c09012 ITEM 0901-0002 MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

00 - c10181 ITEM 1018-0001 REMOVAL OF EXISTING BRIDGE 00 - c10182 ITEM 1018-0060 REMOVAL OF EXISTING CULVERT I80141A - c80141 ITEM 8510-0001 thru 0004 & 8520-001 BOX CULVERTS, AS-DESIGNED &

ALTERNATES, S-39276 & S-42219

00 - c85444 PART B SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-39276 00 - c85445 PART B SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-42219 00 - c88001 ITEM 8800-0001 WATERLINE RELOCATION 00 - c90001 ITEM 9000-0001 TEMPORARY COFFERDAM 00 - c90002 ITEM 9000-0002 STREAM DIVERSION DEVICE WITH FLUME 00 - c90003 ITEM 9000-0003 STREAM DIVERSION DEVICE WITH PUMP BYPASS 00 - c90004 ITEM 9000-0004 COMPOST FOR ROCK BARRIER 00 - c90006 ITEM 9000-0006 26 5/8" X 43 3/4" REINFORCED CONCRETE ARCH PIPE, TYPE A, 2' -

1.5' FILL

I9000E - c90007 ITEM 9000-0007 PRE AND POST CONSTRUCTION SURVEY 00 - c90008 ITEM 9000-0008 SEWERLINE INSPECTION VIDEO 00 - c90011 ITEM 9000-0011 COFFERDAM ALTERNATE & ITEM 9000-0012 RELOCATE

COFFERDAM ALTERNATE

00 - c90013 ITEM 9000-0013 TEMPORARY 48" STREAM BYPASS PIPE 00 - c90014 ITEM 9000-0014 TEMPORARY 18" BYPASS PIPE 00 - c90015 ITEM 9000-0015 OVEREXCAVATION AND BACKFILLING WITH AASHTO NO. 8

COARSE AGGREGATE

00 - c90016 ITEM 9000-0016 VIBRATION AND MOVEMENT MONITORING AND CONTROL I9000C - c90017 ITEM 9000-0017 UTILITY TEST HOLE I95000A - c95100 ITEM 9000-5000 SNOWPOLE (ORANGE), 7' 0" I68C - c95101 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

I70C - c95103 ITEM 9000-5103 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE

I2032D - c97031 ITEM 9203-0101 TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM

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I2032D - c97032 ITEM 9203-2101 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM

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BID PACKAGE SUMMARY

Project: 67578 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: 06/04/2026 11:00:00 AM Project Cost Range: $2,500,000.00 - $4,999,999.99 Anticipated NTP: 07/20/2026 Structure Work: 37.00%

Required Completion: 12/09/2027 DBE: 0% Wage Rates: Yes

Description:

This project is for the replacement of an existing structure on STATE ROUTE 0296, SECTION D50 and STATE ROUTE 3030, SECTION D50 in WAYMART BOROUGH, WAYNE COUNTY, in the COMMONWEALTH OF PENNSYLVANIA.The location of the project is as follows:SR 0296-D50: The project is located along State Route 0296 at the structure over Van Auken Creek from Segment 0210, Offset 1338 to Segment 0210, Offset 1573 with an overall length of 135 LF. The proposed work involves the replacement of the existing adjacent box beam bridge with a reinforced concrete box culvert. In addition to the culvert replacement, minor approach roadway reconstruction and drainage improvements are proposed. The project work is to be completed using the approved detour plan appearing in the bid package.SR 3030-D50: The project is located along State Route 3030 at the structure over Van Auken Creek from Segment 0040, Offset 2212 to Segment 0050, Offset 0433 with and overall length of 350 LF. The proposed work involves the replacement of the existing corrugated metal pipe with concrete headwalls and wingwalls with a reinforced concrete box culvert. In addition to the culvert replacement, minor approach roadway reconstruction and drainage improvements are proposed.

The project work is to be completed using the approved detour plan appearing in the bid package.

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

4201-0001 A Lump Sum 1.0000 N Proj

CLEARING AND GRUBBING , WITH RESTRICTIONS

0203-0001 C Cubic Yard 668.0000 N

CLASS 1 EXCAVATION

4204-0100 C1, S1, T1 Cubic Yard 77.0000 N Std

CLASS 3 EXCAVATION FOR DISTRIBUTION OF STOCKPILED MATERIAL

4204-0101 C1, S1, T Cubic Yard 64.0000 N Std

CLASS 3 EXCAVATION FOR DISTRIBUTION OF STOCKPILED MATERIAL

0205-0266 C1 Cubic Yard 177.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-6

4205-0266 C1 Cubic Yard 27.0000 N Proj

SELECTED BORROW EXCAVATION ROCK, CLASS R-6 , INCLUDING REMOVAL

4205-0267 C1 Cubic Yard 125.0000 N Proj

SELECTED BORROW EXCAVATION ROCK, CLASS R-7 CHOKED WITH ROCK, CLASS R-3

0205-0281 C1 Cubic Yard 13.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1

0208-0001 C Hour 4.0000 N

SPECIAL ROLLING

0208-0002 C1 Cubic Yard 218.0000 N

EXCAVATION/BACKFILL/COMPACTION

0208-0003 C3, H, M2 Square Yard 218.0000 N

GEOTEXTILE CLASS 4

0212-0014 C3, H, M2 Square Yard 1,843.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0313-0320 E Square Yard 642.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 3" DEPTH

0313-0422 E Square Yard 436.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 4" DEPTH

0313-0437 E Ton 24.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX

0350-0106 C, E Square Yard 804.0000 N

SUBBASE 6" DEPTH (NO. 2A)

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0350-0108 C, E Square Yard 436.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0350-0120 C, E Cubic Yard 32.0000 N

SUBBASE (NO. 2A)

0413-0194 F Square Yard 1,019.0000 N

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

DEPTH, SRL-M

0413-0246 F Square Yard 520.0000 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-G

0413-6035 F Square Yard 642.0000 N

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

DEPTH

0413-6045 F Square Yard 436.0000 N

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

DEPTH

0413-6047 F Ton 16.0000 N

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

0460-0003 F4 Square Yard 2,656.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0491-0012 F3 Square Yard 377.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0601-0353 H Linear Foot 56.0000 N

18" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL

E 0601-7014 H Linear Foot 98.0000 N

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

O 0601-0550 H Linear Foot 98.0000 N

18" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, 100 YEAR DESIGN LIFE

0601-7043 H Linear Foot 3.0000 N

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

0605-2401 K Set 2.0000 N

MANHOLE FRAME AND COVER

0605-2640 K Each 1.0000 N

TYPE D ENDWALL FOR 18" PIPE

0605-2731 K Set 3.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2850 K Each 6.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-2870 K Each 1.0000 N

TYPE 8 INLET BOX, HEIGHT < /= 10'

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0605-3010 K Each 1.0000 N

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

0605-3051 K Each 1.0000 N

TYPE 8 MANHOLE, STORM WATER, HEIGHT >5' AND < /= 10'

0605-5711 K Set 4.0000 N

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

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

0610-7001 H2 Linear Foot 174.0000 N

4" PAVEMENT BASE DRAIN

0616-1252 H Each 3.0000 N

THERMOPLASTIC END SECTION FOR 18" PIPE

0619-0450 J3 Each 1.0000 N

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

0619-0458 J3 Each 1.0000 N

PERMANENT IMPACT ATTENUATING DEVICE, TYPE II, TEST LEVEL 2, TANGENT (MASH)

0619-0459 J1, J3 Each 1.0000 N

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

0620-0400 J Each 1.0000 N

TERMINAL SECTION, SINGLE

0620-1600 J Linear Foot 13.0000 N

TYPE 31-S GUIDE RAIL

0620-2050 J Each 2.0000 N

THRIE-BEAM GUIDE RAIL TO PA 3-RAIL BRIDGE BARRIER WITHOUT CURB

4620-2050 J Each 2.0000 N Proj

THRIE-BEAM GUIDE RAIL TO PA 3-RAIL BRIDGE BARRIER WITHOUT CURB , MODIFIED RADIUS

4630-0021 K Linear Foot 44.0000 N Proj

PLAIN CEMENT CONCRETE CURB, 4" HEIGHT ACCELERATED

4630-0031 K Linear Foot 185.0000 N Proj

PLAIN CEMENT CONCRETE CURB, 6" HEIGHT ACCELERATED

4676-0001 K Square Yard 138.0000 N Proj

CEMENT CONCRETE SIDEWALK AA CEMENT CONCRETE

0686-0050 X Lump Sum 1.0000 N

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CONSTRUCTION SURVEYING, TYPE D

0686-0051 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

E 0695-0004 K Square Foot 22.0000 N

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE

O 0695-0002 K Square Foot 22.0000 N

DETECTABLE WARNING SURFACE, CAST IRON

O 0695-0003 K Square Foot 22.0000 N

DETECTABLE WARNING SURFACE, POLYMER CONCRETE

0703-0025 C1, H Cubic Yard 2.0000 N

NO. 57 COARSE AGGREGATE

4802-0001 C1, M Cubic Yard 165.0000 N Proj

TOPSOIL FURNISHED AND PLACED INCLUDING SEEDING

0803-0001 C1, M Cubic Yard 1.0000 N

PLACING STOCKPILED TOPSOIL

0804-0025 M3 Pound 76.0000 N

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

0804-0027 M3 Pound 58.0000 N

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

0804-0032 M3 Pound 21.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0806-0113 M2 Square Yard 842.0000 N

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

0810-0023 M1 Lump Sum 1.0000 N

TREE TRIMMING TO A MAX HEIGHT OF 20'

0810-0052 A, M1 Each 13.0000 N

SELECTIVE TREE REMOVAL

0811-0003 J2, M Linear Foot 575.0000 N

TEMPORARY PROTECTIVE FENCE

0845-0001 M2 Dollar 10,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0849-0020 C1 Each 1.0000 N

ROCK CONSTRUCTION ENTRANCE WITH WASH RACK

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0850-0032 C1 Cubic Yard 6.0000 N

ROCK, CLASS R-4

0855-0003 M2 Each 3.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 5.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0856-0001 C1 Each 1.0000 N

REMOVAL SEDIMENT AND ROCK BARRIER

0860-0000 M2 Each 4.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0002 M2 Each 4.0000 N

INLET FILTER BAG FOR TYPE C INLET

0867-0012 M2 Linear Foot 178.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

4867-0012 M2 Linear Foot 283.0000 N Proj

COMPOST FILTER SOCK, 12" DIAMETER , FOR STOCKPILE CONTROL

0867-0018 M2 Linear Foot 300.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0867-0022 M2 Linear Foot 118.0000 N

COMPOST FILTER SOCK, 24" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0002 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0231 Q Day 50.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0232 Q Day 50.0000 N

ADDITIONAL WARNING LIGHTS, TYPE C

0901-0240 Q, R Square Foot 100.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0931-0001 R Square Foot 33.0000 N

POST MOUNTED SIGNS, TYPE B

0931-0003 R Square Foot 22.0000 N

POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST

0935-0001 R Square Foot 3.0000 N

POST MOUNTED SIGNS, TYPE F

0937-0107 J, R Each 11.0000 N

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

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0937-0114 J, R Each 11.0000 N

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

0937-0323 R Each 1.0000 N

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

0937-0330 R Each 1.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/BLANK SHEETING

0945-0001 R Each 1.0000 N

RESET POST MOUNTED SIGNS, TYPE F

0960-0021 O2 Linear Foot 159.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0962-1000 O Linear Foot 1,668.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 1,652.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

1018-0001 T1 Lump Sum 1.0000 N Proj

REMOVAL OF EXISTING BRIDGE

1018-0060 C1, T1 Lump Sum 1.0000 N Proj

REMOVAL OF EXISTING CULVERT

E 8510-0001 S4 Lump Sum 1.0000 N Std

PRECAST REINFORCED CONCRETE BOX CULVERT, AS DESIGNED, S-39276

A 1002-0053 S7 Pound 835.0000 N

REINFORCEMENT BARS, EPOXY COATED

O 8510-0002 S4 Lump Sum 1.0000 N Std

PRECAST REINFORCED CONCRETE BOX CULVERT

E 8510-0003 S4 Lump Sum 1.0000 N Std

PRECAST REINFORCED CONCRETE BOX CULVERT, AS DESIGNED, S-42219

A 1002-0053 S7 Pound 1,560.0000 N

REINFORCEMENT BARS, EPOXY COATED

O 8510-0004 S4 Lump Sum 1.0000 N Std

ALTERNATE PRECAST CULVERT

O 8520-0001 S4 Lump Sum 1.0000 N Std

CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT

8800-0001 H Lump Sum 1.0000 N Proj

WATERLINE RELOCATION

9000-0001 M2 Linear Foot 42.0000 N Proj

TEMPORARY COFFERDAM

9000-0002 M2 Lump Sum 1.0000 N Proj

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STREAM DIVERSION DEVICE WITH FLUME

9000-0003 C1, M2 Lump Sum 1.0000 N Proj

STREAM DIVERSION DEVICE WITH PUMP BYPASS

9000-0004 M2 Cubic Yard 2.0000 N Proj

COMPOST FOR ROCK BARRIER

9000-0006 H Linear Foot 58.0000 N Proj 26 5/8" X 43 3/4" REINFORCED CONCRETE ARCH PIPE, TYPE A, 2' - 1.5' FILL, 100 YEAR DESIGN LIFE

9000-0007 X Each 5.0000 N Std

PRE AND POST CONSTRUCTION SURVEY

9000-0008 ZZ Lump Sum 1.0000 N Proj

SEWERLINE INSPECTION VIDEO

9000-0011 M2 Linear Foot 127.0000 N Proj

COFFERDAM ALTERNATE

9000-0012 M2 Linear Foot 148.0000 N Proj

RELOCATE COFFERDAM ALTERNATE

9000-0013 C1, H, M2 Linear Foot 144.0000 N Proj

TEMPORARY 48" STREAM BYPASS PIPE

9000-0014 C1, H, M2 Linear Foot 75.0000 N Proj

TEMPORARY 18" BYPASS PIPE

9000-0015 C1 Cubic Yard 96.0000 N Proj

OVEREXCAVATION AND BACKFILLING WITH AASHTO NO. 8 COARSE AGGREGATE

9000-0016 X Lump Sum 1.0000 N Proj

VIBRATION AND MOVEMENT MONITORING AND CONTROL

9000-0017 C1 Each 6.0000 N Std

UTILITY TEST HOLE

9000-5000 R Each 6.0000 N Std

SNOWPOLE (ORANGE), 7' 0"

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

9203-2101 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM

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SPECIAL PROVISIONS

Special Provision: G4011B - a00001 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: 00 - a00002 CONSTRUCTION REQUIREMENTS Addendum:

CONSTRUCTION REQUIREMENTS

Provision Body:

Milestone Restrictions and Requirements

The start work date for this project is July 20, 2026 unless otherwise approved in writing by the Project Manager, Department Assistant Construction Engineer, and Inspector in Charge.

Do not initiate the SR 3030 detour before April 5, 2027 unless approved by the Project Manager. A single detour is to be implemented for the entire construction duration, and must be removed on or before September 15, 2027 to avoid RULD costs.

Do not initiate the SR 0296 detour before October 5, 2027 unless approved by the Project Manager. A single detour is to be implemented for the entire construction duration, and must be removed on or before October 18, 2027 to avoid RULD costs.

Supply sufficient crew, equipment, and materials to complete the necessary work during the allotted 14-calendar day detour.

SR 0296 is on the detour route for the SR 3030-D50 (MPMS # 67592) culvert replacement project. Road closure and implementation of detour on SR 296 shall not occur until after the detour for the SR 3030 project is removed and SR 3030 is open to traffic (anticipated to be September 15, 2027).

Bridge Restrictions and requirements

For any concrete repair work during the project, provide a concrete compressive strength break machine for concrete cylinder sample testing prior to opening lane to traffic. The machine will be placed at a mutually agreeable location between the contractor and the PennDOT IIC.

Do not allow construction activity under any structural members which are not appropriately tightened and secured.

All concrete mix designs are to be submitted at the pre-construction conference.

The contractor is to provide PennDOT confirmation of fabrication and scheduled delivery of the Box Culvert and End Sections prior to implementation of the proposed detour.

For all flatwork being performed, provide an American Concrete Institute (ACI) or National Ready Mix Concrete Association (NRMCA) certified concrete flatwork technician to perform all finishing. Provide proof of the flatwork certification to the Engineer prior to concrete placement.

Utility Restrictions and Requirements

An initial PA One Call must be placed, and a complex ticket Meeting with all necessary parties scheduled within ten (10) days of when contract work is to begin for each SR 3030 and for SR 0296.

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Be responsible for any damages to existing utilities caused by contractor operations. Contact the applicable authority immediately in the event of any damage.

Paving / Shoulder Restrictions and Requirements

Submit all asphalt mixture designs for Department approval a minimum of two weeks prior to the first placement. If more than one asphalt material supplier is used, each source is required to have Department approved mix designs.

All pavement joints, including longitudinal joints, are to be sealed.

Trackless tack coat is required.

Repair any damage to existing pavement areas adjacent to construction operations as directed and at no additional cost to the Department.

Complete the final wearing coarse within 14 consecutive calendar days of placing the scratch/leveling course.

Make driveway adjustments, when required, using material from the resurfacing operation unless otherwise indicated or directed.

Prior to beginning milling or resurfacing operations, field view the location of the existing pavement markings and prepare sketches and/or reference in the field so that they can be reproduced.

Pavement Marking Restrictions and Requirements

Complete all permanent pavement markings within 30 calendar days of placing the final wearing course. After October 31st, place permanent pavement markings within 7 calendar days after the completion of paving.

Record all existing pavement markings prior to the start of any paving operation.

Contact / Notification Restrictions and Requirements

Notify the Project Manager and Contact Jessica Ruddy, District 4-0 Community Relations Coordinator, at (570) 963-4044 for a media release of work two weeks prior to start of work. Include project specific details. Contact for media release shall also be conducted two weeks prior to implementation of each project's respective detour.

Notify the Department a minimum of fourteen (14) calendar days prior to beginning milling operations.

Notify all municipalities and emergency services, to keep them informed of work that will close off their highway access and/or crossover access.

Notify the Department Representative at least 4 calendar days prior to the start of any operation which will affect the flow of vehicular traffic and provide the Department Representative with details of the work to be done. The Department will advise the public of these restrictions and possible delays.

Provide all property owners and/or residents affected by construction written notification of impending work. Provide information in accordance with the special provision titled PUBLIC NOTIFICATION

Contact emergency services and appropriate municipal officials including police, fire, ambulance, schools, and postal services two (2) weeks prior to the start of work to inform them of proposed work schedule. Provide copies of notification to the Project Manager. For both SR 0296 and SR 3030, contact the above listed authorities two (2) weeks prior to the implementation of each project's detour.

Notify property owners ten (10) calendar days in advance of driveway restrictions affecting their properties.

Notify the regional headquarters of the fish commission prior to construction and cooperate with fish commission during construction: Northeast region, 5566 Main Road, Sweet Valley, PA, 18656, Phone (570) 477-5717.

Right-of-Way Restrictions and Requirements

Right-of-Way must be staked out within 10 days of the Notice to Proceed.

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All work is to be completed within the Right-of-Way and construction easements.

Maintain access to properties throughout construction.

Install Temporary Excavation Support and Protection system (TESP) and temporary concrete barrier as shown on the plans.

General Restrictions and Requirements

Once the project is initiated, make every effort to perform continuous construction operations and minimize the length of the project. Continuous construction operations are defined as providing active construction staffing, equipment, and sufficient material each workday.

Comply with all local municipal zoning ordinances regarding construction related noise. The contractor must adhere to local noise ordinances during construction.

Protect any material being hauled to or away from the construction site. Cover all loads which create dust or other undesirable conditions. Loads of waste material emitting any liquid drippings are not allowed on any public roadway.

Clean or sweep debris left from construction activities on any public roadway. Clean or sweep debris left from construction activities on any public roadway with a street sweeper or broom to the satisfaction of the Representative at no additional cost to the Department.

The Department has not provided additional time in the contract for acquiring waste areas and/or permits for these waste areas, if required. The contractor is fully responsible for complying with all non-Department permits as well as the construction schedule as required in this contract. There are no on-site waste areas. The contractor will be responsible for ensuring all offsite waste areas have approved E&S plans and associated permits.

No vibratory rolling within the project limits. The department will allow oscillating rolling. Density requirements for asphalt paving operations outlined in Publication 408 will not be waived.

Perform concrete washing at a site indicated on the E&S plan.

No blasting is allowed on this project

No burning is allowed on this project

Ensure Inspection Field Offices are within 1 mile of the project size site.

The work area is to be maintained in neat and orderly conditions. Remove all debris from the work area at the close of each day of operations.

Do not operate off-road equipment on any State-owned bridge or roadway.

Do not block or park in the driveways of businesses & residents with construction equipment or vehicles of any kind.

Sufficient time has been allowed in the project to procure materials. A time extension will not be given for materials not ordered on time.

Supply sufficient crew, equipment and materials to complete the necessary work during the allotted 14-calendar day by-pass pumping period for SR 0296.

Be responsible for and provide security as required to prevent vandalism or cracking on unhardened concrete surfaces.

For Parcels associated with Item No. 9000-0007, Contractor must inspect and record using photos and video the condition of property owner’s foundation in the presence of the property owner before and after construction is started and completed.

Road user liquidated damages will be assessed on this project in accordance with the specification established in the Special Provision entitled “Road User Liquidated Damages (RULD)”

The contractor is to utilize and allocate crews, equipment, and materials as necessary for the completion or work activities within the specified work periods, to deliver the project on the specified completion date, uphold project milestones, and meet all contractual requirements.

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No Value Engineering of asphalt material will be allowed on the project.

Maintain drainage structures and drainage courses to be functional throughout construction of the project.

Structural Class R-rock and streambed material is to be placed by mechanical means and not end dumped.

Traffic / Traffic Control Restriction and Requirements

Five (5) days before the completion of work of each phase of construction and before the MPT is reset or removed, the contractor is to contact the Assistant Bridge Engineer (Gary Borgacci at 570.963.3513) to schedule an NBI) inspection for the bridge, and to include a letter stating the inspection was completed before closing out the job.

Monitor traffic control devices as specified in the Special Provision “Item 0901-0001 – Maintenance and Protection of Traffic During Construction” , “Item 0901-0002 – Maintenance and Protection of Traffic During Construction” and the traffic Control Plan. Be prepared to correct any deficiencies immediately. Failure to correct deficiencies in a timely fashion may result in a project shutdown. No additional contract time will be allowed to compensate for time lost resulting from a failure to meet the requirements of this provision.

Submit any alternate work plan along with proposed methods of traffic control a minimum of two (2) weeks prior to the pre-construction conference for Department review and approval. Submit alternate plans only when a time savings or significant benefit to the Department is approved.

Always maintain traffic during the construction phase, as required in the maintenance and protection of traffic plans.

Environmental / E & S Restrictions and Requirements

Construct sedimentation control devices in affected work area prior to performing cleaning and grubbing operations, as approved by the Project Manager. Satisfactorily remove all sedimentation control devices when adequate stabilization has occurred, as directed by the Project Manager, and in accordance with the Erosion and Sediment Pollution Control Plan.

The contractor is fully responsible for complying with all Department and non-Department permits as well as the construction schedule as required in this contract.

Material excavated from the stream during construction of the box culvert must be stockpiled and maintained at the site.

Upon completion of in-stream and channel work, utilize material as indicated on the Plans for streambed restoration and for choking of rip-rap. This material will not otherwise be disposed of within any floodplain or wetland areas.

All stockpiled streambed material and wetland soils must be tarped from initial stockpiling to final stockpiling when it will be used for restoration.

Install Temporary Protective Fence prior to start of work to identify wetland areas.

When removing selected trees and shrubs, contractor must cut all stumps at ground level.

For the SR 296 structure, no in-stream work is allowed from February 15th to June 1st of any calendar year due to stocked trout.

For the SR 3030 structure, there are no in-stream restrictions.

No additional contract time will be permitted for alternate temporary stream diversion concept submissions, review or permitting. The contractor is responsible for acquiring Department acceptance for all alternate temporary stream diversion submissions prior to submitting for a DEP permit modification. A minimum of 5 calendar days of review time is required for the Department for each contractor submission. The contractor is required to provide the Department with all waterway permit modification submissions that will be made by the Department through the KEES system. The Department is not responsible for permit review times required by DEP.

Immediately remove any stone or debris that adversely enters or impacts the stream during construction activities.

Removal of stone or debris that enters the stream during construction activities is considered incidental.

Do not store equipment or stockpile material in any wetland or waterway. Do not park any equipment or vehicles overnight near any waterway that would allow oil, gas, hydraulic fluid, or other contaminants to enter the waterway.

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Inspect all erosion and sediment pollution control devices daily and after each rainstorm that results in runoff. The Department will monitor these inspections. Repair or replace any defective devices prior to resuming construction activities.

SR 3030 is located within the known range of the THREATENED AND ENDANGERED BAT SPECIES, the Northern Long-Eared Bat (Myotis septentrionalis), Indiana Bat (Myotis sodalist), and Tricolored Bat (Perimyotis subflavus) hibernaculum which are protected by the Federal Government. The time of the year restriction (No work from May 15 to August 15 of any calendar year) for tree cutting and related work as outlined in ITEM 4201-0001 CLEARING AND GRUBBING applies to all preconstruction and construction work activities related to the project.

SR 0296 is located in the vicinity of known northern long-eared bat (Myotis septentrionallis), Indiana Bat (Myotis sodalist), and Tricolored Bat (Perimyotis subflavus) hibernaculum. A time of year tree cutting restriction must be followed.

Trees are only permitted to be cut from November 16th to March 31st of any given calendar year.

Clearing, grubbing, and topsoil stripping shall be limited to those areas described in each stage or phase of the construction sequence. General site clearing, grubbing, and topsoil stripping may not commence in any stage or phase of the project until the E&S BMPS specified by the BMP sequence for that stage or phase have been installed and are functioning as described in the E&S plan.

All off-site waste and borrow areas must have an E&S plan approved by the local conservation district and the department fully implemented prior to being activated.

The contractor is responsible for ensuring that any material brought on site is clean fill. Form FP-001 must be retained by the property owner for any fill material affected by a spill or release of a regulated substance but qualifying as clean fill due to top analytical testing.

Environmental Due Diligence must be deformed to determine if the fill materials associated with the project qualify as clean fill. See Department’s policy “Management of Clean Fill” for more information on Environmental due Diligence.

Permitting

Any coordination with the Department of Environmental Protection (DEP) should be done through the District Permit Coordinator.

Refer to Publication 783 – The Environmental Permitting Handbook for preparation of permit.

JPA (aka Joint Permit/Standard Permit/WEOP)

Acknowledgment of Apprisal is required to be completed before construction begins.

Return a signed copy of the Acknowledgment of Apprisal of Permit Conditions form (AOA) to the PennDOT District's H&H Permit Coordinator for submission to the Department of Environmental Protection (DEP). The Water Obstruction and Encroachment Permit (WOEP) is not effective until a copy of the AOA, signed by you, is received by the DEP. Any work conducted prior to the DEP's receipt of the signed AOA is a violation of the Dam Safety and Encroachments Act and the Clean Streams Law, and you may be subject to fines and penalties pursuant to those Acts. The WOEP expiration date is 12/31/2030. Refer to the attached AOA documents found in Acknowledgement of Apprisal (19)_67578.pdf and Acknowledgement of Apprisal (19)_67592.pdf

PASPGP-6 – SR 296

PennDOT and the Contractor are requested to sign, date, and return enclosure 3 “Notification of Commencement” (found in NAP-2012-0608-96_PASGP-6_signed.pdf) of this verification letter whereby you are acknowledging and agreeing to comply with the terms and conditions, including the special conditions, of this PASPGP-6 verification. These documents should be submitted to the PennDOT District H&H Permit Coordinator, with the Corps permit number NAP-2012-00608-96 included in the subject line.

The enclosed list of conditions must be followed for purposes of the PASPGP-6 (found in NAP-2012-0608-96_PASGP-6_signed.pdf). In accordance with Specific Condition 5 of PASPGP-6 you are required to submit a signed certification documenting completion of the authorized activity and implementation of any required compensatory mitigation (refer to Notification of Completion form in NAP-2012-0608-96_PASGP-6_signed.pdf).

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Special Provision: G4010C - a00004 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.

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: G90C - a00005 PUBLIC NOTIFICATION

PUBLIC NOTIFICATION

Provision Body:

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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: 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

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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.

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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:

April 30, 2026 10:05:46 AM Page 23 of 94 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…