837910padot68977.pdf

PROPOSAL Report - Project 68977

July 28, 2026 11:40:12 AM Page 1 of 116

PROPOSAL REPORT

Project: 68977 Bid

Package: 1

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

Version: Current Addendum

Count: 0

District: 04 County: Luzerne

SR/SEC/

Group ID: 1014/370/---

Description

SR 1014 Overbrook over SR 309

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

S9013A - 00 -SECTION 901.3(k) Work Area Pavement Markings

G4011B - 00 - CONSTRUCTION/HOLIDAY RESTRICTIONS

G4010C - 00 - REQUIRED NOTIFICATIONS

G90C - 00- g080090 PUBLIC NOTIFICATION

00 - 00-CONSTRUCTION REQUIREMENTS AND RESTRICTIONS

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

C168A - a00168 CHANGES TO SPECIFICATIONS: SECTIONS 110, 404, AND 507 C169A - a00169 CHANGES TO SPECIFICATIONS: SECTION 419 C170A - a00170 CHANGES TO SPECIFICATIONS: SECTIONS 110, 501, 506, 530, 703, and 704 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 ... 47 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 00 - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) G501A - a00501 AIR POLLUTION CONTROL IN AIR BASINS 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 N10420A - a10420 VERIFICATION OF VERTICAL CLEARANCES N10501B - a10501 BRIDGE SHOP DRAWINGS 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

00 - c02010 ITEM 4201-0001 CLEARING AND GRUBBING (BAT RESTRICTION) 00 - c02020 ITEM 4202-0001 DEMOLITION (INCLDS REMOVAL AND DISPOSAL OF

ENVIRONMENTALLY REGULATED MATRLS)

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00 - c02030 ITEM 4203-0001 CLASS 1 EXCAVATION (INCLUDES PIPE AND ABANDONED

UTILITY REMOVALS)

00 - c06011 ITEM 4601-0353 18" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL (TEMPORARY) 00 - c06012 ITEM 4601-0113, 4601-1583, 4601-7409 18" PIPE (WITH RESILIENCY MEASURES)

(2A BACKFILL)

00 - c06051 ITEM 4605-2731/2850 STANDARD INLET BOX & TYPE M CONC TOP UNIT W/

BICYCLE SAFE GRATE (TEMP)

00 - c06052 ITEM 4605-2858/2862 TYPE 5/6 INLET BOX, HEIGHT I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE 00 - c06180 ITEM 4618-0022 CONCRETE COLLAR FOR 18" PIPE EXTENSION (WITH TAR

PAPER)

00 - c06201 ITEM 4620-2010 THRIE-BEAM GUIDE RAIL TO CONC BRIDGE BARRIER

TRANSITION W/O CURB (CURVED)

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

CONSTRUCTION

00 - c1007 ITEM 5007-0350 MICROPILES 9 5/8" DIA, PLAIN STEEL (WITH INSPECTION AND

TESTING)

I19992A - c19992 ITEM 1999-9999 - TRAINEES I80041A - c80200 ITEM 8020/8000/8100-0001 - BRIDGE STRUCTURE, AS DESIGNED, S-40884 &

ALTERNATES

00 - c80200 PART B, "SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS" 00 - c90001 ITEM 9000-0001 PERMANENT SOIL NAIL SLOPE 00 - c90002 ITEM 9000-0002 REMOVE AND REPLACE FENCE 00 - c90003 ITEM 9000-0003 LINEAR DELINEATION REFLECTIVE PANEL, WHITE, 4" 00 - c90004 ITEM 9000-0004 REMOVE EXISTING PRIVATE SIGN I95000A - c90005 ITEM 9000-0005 - SNOWPOLE (ORANGE), 7'-0" 00 - c90006 ITEM 9000-0006 ROADWAY CONDITION INSPECTION AND VIDEO LOG OF

DETOUR ROUTE

00 - c90007 ITEM 9000-0007 REPAIR OF DETOUR ROUTE 00 - c90008 ITEM 9000-0008 VIBRATION MONITORING AND CONTROL 00 - c90009 ITEM 9000-0009 INCORPORATED UGI GAS LINE WORK 00 - c90010 ITEM 9000-0010 HAZARDOUS MATERIAL ABATEMENT (BUILDING DEMOLITION) 00 - c90011 ITEM 9000-0011 MILLING AND FILLING EXISTING RUMBLE STRIPS 00 - c90012 ITEM 9000-0012 REMOVE AND RESET STONE WALL 00 - c90013 ITEM 9000-0013 UTILITY TEST HOLE 00 - c90020 ITEM 9000-0020 TEMPORARY TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE

GRATE ON EXISTING INLET

00 - c90021 ITEM 9000-0021 CONNECT 18" TEMPORARY PIPE TO EXISTING INLET BOX I2032D - c9203 c02032 ITEM 9203-0101 - TEMPORARY EXCAVATION SUPPORT AND

PROTECTION SYSTEM

00 - CIS - c00320 CLASS A, AA, AND C CEMENT CONCRETE, SULFATE RESISTANT

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BID PACKAGE SUMMARY

Project: 68977 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: 09/03/2026 11:00:00 AM Project Cost Range: $7,500,000.00 - $9,999,999.99 Anticipated NTP: 10/19/2026 Structure Work: 42.00%

Required Completion: 10/11/2028 DBE: 0% Wage Rates: Yes

Description:

The project consists of replacement of the existing single span concrete encased steel I-beam bridge carrying SR 1014 (Overbrook Rd) over SR 309 (Memorial Highway) with approach roadway improvements. The proposed structure will be single span prestressed concrete adjacent box beam bridge with two 11 foot lanes and 8 foot shoulders. Other work includes roadway approach pavement reconstruction and shoulder widening, guide rail replacement, E&S control measures, temporary traffic control, signing and pavement marking, structure removal, and other miscellaneous construction work. Construction of the SR 1014 bridge will be completed while traffic is detoured. In addition to the bridge replacement work on SR 1014, there are proposed improvements to the SR 309 corridor underneath the structure including mill and overlay, full depth paving and permanent soil nail slope construction using staged construction. The roadway shoulders will be increased to 5' on both sides and the roadway profiles of both SR 1014 and SR 309 will be adjusted to meet vertical clearance requirements as indicated on the approved drawings included in the bid package for STATE ROUTE 1014, SECTION 370, in LUZERNE COUNTY, DALLAS TOWNSHIP from approximately 2.1 miles west of Huntsville at segment 0050 offset 0488 to approximately 0.3 miles east of Fern Brook at segment 0050 offset 1198.

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)

4202-0001 B Lump Sum 1.0000 N Proj DEMOLITION (INCLUDES REMOVAL AND DISPOSAL OF ENVIRONMENTALLY REGULATED MATERIALS)

0203-0001 C Cubic Yard 47.0000 N

CLASS 1 EXCAVATION

4203-0001 C Cubic Yard 4,534.0000 N Proj

CLASS 1 EXCAVATION (INCLUDES PIPE AND ABANDONED UTILITY REMOVALS)

0203-0006 G4 Linear Foot 5,540.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 6.0000 N

CLASS 2 EXCAVATION

0205-0264 C1 Cubic Yard 382.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-4

0212-0014 C3, H, M2 Square Yard 645.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0212-0016 C3, H, M2 Square Yard 4,206.0000 N

GEOTEXTILE, CLASS 4, TYPE C

0220-0020 K1 Cubic Yard 3.0000 N

FLOWABLE BACKFILL, TYPE C

0313-0320 E Square Yard 428.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 3" DEPTH

0313-0322 E Square Yard 1,113.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 4" DEPTH

0313-0432 E Square Yard 3,849.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 9" DEPTH

0350-0104 C, E Square Yard 1,015.0000 N

SUBBASE 4" DEPTH (NO. 2A)

0350-0106 C, E Square Yard 1,269.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0108 C, E Square Yard 3,353.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0350-0121 C, E Ton 95.0000 N

SUBBASE (NO. 2A)

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0413-0194 F Square Yard 1,541.0000 N

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

DEPTH, SRL-M

0413-0249 F Square Yard 7,234.0000 N

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

DEPTH, SRL-E

0413-1020 F Ton 96.0000 N

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

MM MIX, SRL-E

0413-6035 F Square Yard 1,113.0000 N

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

DEPTH

0413-6046 F Square Yard 2,956.0000 N

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

DEPTH

0460-0003 F4 Square Yard 16,199.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0461-0001 F4 Square Yard 156.0000 N

ASPHALT PRIME COAT

0491-0014 F3 Square Yard 3,355.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0019 F3 Square Yard 31.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0501-0024 G Square Yard 91.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, 6" DEPTH

E 0601-0013 H Linear Foot 62.0000 N

18" THERMOPLASTIC PIPE, GROUP I, 15'-1.5' FILL (WITH RESILIENCY MEASURES)

O 0601-1383 H Linear Foot 62.0000 N

18" SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 14 GAGE (WITH RESILIENCY

MEASURES)

O 0601-5338 H Linear Foot 62.0000 N

18" REINFORCED CONCRETE PIPE, TYPE B, 50' - 1.5' FILL (WITH RESILIENCY MEASURES)

E 4601-0113 H Linear Foot 38.0000 N Proj 18" THERMOPLASTIC PIPE, GROUP I, 15'-1.5' FILL, SHORE/TRENCH BOX (WITH RESILIENCY MEASURES) (2A BACKFILL)

O 4601-1583 H Linear Foot 38.0000 N Proj

18" SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 14 GAGE, SHORE/TRENCH

BOX (WITH RESILIENCY MEASURES) (2A BACKFILL)

4601-0353 H Linear Foot 50.0000 N Proj

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

E 4601-1583 H Linear Foot 129.0000 N Proj

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18" SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 14 GAGE, SHORE/TRENCH

BOX (WITH RESILIENCY MEASURES) (2A BACKFILL)

O 4601-7409 H Linear Foot 129.0000 N Proj

18" REINFORCED CONCRETE PIPE, TYPE A, 7' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE (WITH

RESILIENCY MEASURES) (2A BACKFILL)

E 0601-2543 H Linear Foot 43.0000 N

18" CORRUGATED ALUMINUM ALLOY PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 14 GAGE (WITH RESILIENCY

O 0601-5983 H Linear Foot 43.0000 N

18" CORRUGATED GALVANIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 14 GAGE (WITH RESILIENCY

0601-5431 H, K1 Cubic Yard 7.0000 N

CLASS C CEMENT CONCRETE FOR MISCELLANEOUS DRAINAGE

E 0604-4509 H Linear Foot 161.0000 N 18" PERFORATED REINFORCED CONCRETE PIPE, TYPE A, 7' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

O 0604-1483 H Linear Foot 161.0000 N 18" PERFORATED SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 14 GAGE

0605-2401 K Set 1.0000 N

MANHOLE FRAME AND COVER

0605-2731 K Set 4.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

4605-2731 K Set 1.0000 N Proj

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE (TEMPORARY)

0605-2850 K Each 7.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

4605-2850 K Each 1.0000 N Proj

STANDARD INLET BOX, HEIGHT < /= 10' (TEMPORARY)

0605-2851 K Each 1.0000 N

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

4605-2858 K Each 1.0000 N Proj

TYPE 5 INLET BOX, HEIGHT < /= 10' (DOUBLE OPENING TOP SLAB)

4605-2862 K Each 1.0000 N Proj

TYPE 6 INLET BOX, HEIGHT < /= 10' (DOUBLE OPENING TOP SLAB)

0605-3011 K Each 1.0000 N

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

0605-5721 K Set 8.0000 N

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

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

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0609-0007 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

0610-7002 H2 Linear Foot 1,333.0000 N

6" PAVEMENT BASE DRAIN

0613-0001 C1, H Cubic Yard 8.0000 N

STONE BACKFILL FOR MISCELLANEOUS DRAINAGE

4618-0022 H Each 3.0000 N Proj

CONCRETE COLLAR FOR 18" PIPE EXTENSION (WITH TAR PAPER)

0619-0458 J3 Each 1.0000 N

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

0620-0400 J Each 5.0000 N

TERMINAL SECTION, SINGLE

0620-0503 C1, J Linear Foot 642.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-1600 J Linear Foot 13.0000 N

TYPE 31-S GUIDE RAIL

0620-1601 J Linear Foot 57.0000 N

TYPE 31-S GUIDE RAIL WITH 7' EXTRA LENGTH POSTS

0620-2010 J Each 2.0000 N

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

4620-2010 J Each 2.0000 N Proj THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITHOUT CURB (CURVED)

0623-0285 J1 Linear Foot 51.0000 N

REMOVAL OF EXISTING SINGLE FACE CONCRETE BARRIER

0623-0401 J1 Linear Foot 740.0000 N

SINGLE FACE CONCRETE BARRIER, F-SHAPE, 32" HEIGHT, WITH FILL

0627-3019 J1 Linear Foot 818.0000 N

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

0628-3019 J1 Linear Foot 2,644.0000 N

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

0630-0041 K Linear Foot 1,205.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0660-0001 F3 Linear Foot 747.0000 N

MILLED ASPHALT PAVEMENT CENTERLINE RUMBLE STRIPS TYPE 1

0686-0050 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D

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0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

0696-0639 J1 Each 4.0000 N

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

0697-0639 J1 Each 18.0000 N

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

0802-0001 C1, M Cubic Yard 270.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0025 M3 Pound 51.0000 N

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

0804-0027 M3 Pound 62.0000 N

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

0804-0032 M3 Pound 24.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0806-0112 M2 Square Yard 211.0000 N

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

0806-0140 M2 Square Yard 876.0000 N

PERMANENT ROLLED EROSION CONTROL PRODUCT, TYPE 5A

0810-0052 A, M1 Each 2.0000 N

SELECTIVE TREE REMOVAL

0855-0003 M2 Each 2.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 2.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0860-0000 M2 Each 5.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0002 M2 Each 17.0000 N

INLET FILTER BAG FOR TYPE C INLET

0867-0012 M2 Linear Foot 751.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0202 Q Each 4.0000 N

FLOODLIGHTS

0901-0231 Q Day 100.0000 N

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ADDITIONAL WARNING LIGHTS, TYPE B

0901-0240 Q, R Square Foot 200.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0242 Q Each 100.0000 N

ADDITIONAL TRAFFIC CONTROL DEVICES, DRUMS

0901-0320 O Linear Foot 25,671.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0321 O Linear Foot 345.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 20,745.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 2,764.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0451 Q Each 2.0000 N

3-LINE CHANGEABLE MESSAGE SIGN WITHOUT TELECOMMUNICATIONS

0931-0001 R Square Foot 49.0000 N

POST MOUNTED SIGNS, TYPE B

0935-0001 R Square Foot 5.0000 N

POST MOUNTED SIGNS, TYPE F

0937-0104 J, R Each 4.0000 N

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

0937-0112 J, R Each 4.0000 N

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

0937-0208 J1, R Each 11.0000 N

BARRIER MOUNTED DELINEATOR, TOP AND SIDE-MOUNT TYPE R, (W/B)

0937-0323 R Each 10.0000 N

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

0950-0002 P Dollar 5,000.0000 $1.00 Y

UNFORESEEN TRAFFIC SIGNAL WORK

0958-0281 P, Q Each 2.0000 N

TEMPORARY TIMING ADJUSTMENTS TO EXISTING PERMANENT TRAFFIC SIGNAL CONTROLLER

0960-0224 O2 Each 2.0000 N

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

0962-1000 O Linear Foot 2,782.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1001 O Linear Foot 589.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

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0962-1005 O Linear Foot 4,808.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0963-0001 O2, O3 Square Foot 13,960.0000 N

PAVEMENT MARKING REMOVAL

0971-0001 R Each 6.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

1018-0001 T1 Lump Sum 1.0000 N

REMOVAL OF EXISTING BRIDGE

1999-9999 Z Hour 1,000.0000 N Std

TRAINEES

E 8020-0001 S1 Lump Sum 1.0000 N Std

BRIDGE STRUCTURE, AS DESIGNED, S-40884

A 1002-0052 S7 Pound 82,776.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 1002-0220 S7 Pound 206.0000 N

STAINLESS STEEL REINFORCEMENT BARS

A 1007-0200 X Each 2.0000 N

MICROPILES VERIFICATION LOAD TEST

A 1007-0220 X Lump Sum 1.0000 N

MICROPILES MOBILIZATION

A 1007-0230 K1 Cubic Foot 270.0000 N

MICROPILES GROUT

A 5007-0350 C6, U Linear Foot 4,610.0000 N Proj

MICROPILES 9 5/8" DIAMETER, PLAIN STEEL (WITH INSPECTION AND TESTING)

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 C1, C5 Lump Sum 1.0000 N Proj

PERMANENT SOIL NAIL SLOPE

9000-0002 A, J2 Linear Foot 120.0000 N Proj

REMOVE AND REPLACE FENCE

9000-0003 R Each 119.0000 N Proj

LINEAR DELINEATION REFLECTIVE PANEL, WHITE, 4"

9000-0004 A Each 5.0000 N Proj

REMOVE EXISTING PRIVATE SIGN

9000-0005 R Each 8.0000 N Std

SNOWPOLE (ORANGE), 7'-0"

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9000-0006 X Lump Sum 1.0000 N Proj

ROADWAY CONDITION INSPECTION AND VIDEO LOG OF DETOUR ROUTE

9000-0007 F1 Dollar 20,000.0000 $1.00 Y Proj

REPAIR OF DETOUR ROUTE

9000-0008 X Lump Sum 1.0000 N Proj

VIBRATION MONITORING AND CONTROL

9000-0009 T3 Lump Sum 1.0000 N Proj

INCORPORATED UGI GAS LINE WORK

9000-0010 B, V2 Lump Sum 1.0000 N Proj

HAZARDOUS MATERIAL ABATEMENT (BUILDING DEMOLITION)

9000-0011 F1, F3 Linear Foot 1,494.0000 N Proj

MILLING AND FILLING EXISTING RUMBLE STRIPS

9000-0012 C1, S5 Lump Sum 1.0000 N Proj

REMOVE AND RESET STONE WALL

9000-0013 ZZ Each 4.0000 N Proj

UTILITY TEST HOLE

9000-0020 K Set 1.0000 N Proj

TEMPORARY TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE ON EXISTING INLET

9000-0021 H Each 1.0000 N Proj

CONNECT 18" TEMPORARY PIPE TO EXISTING INLET BOX

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGATE

9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

9203-0101 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM

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SPECIAL PROVISIONS

Special Provision: S9013A - 00 -SECTION 901.3(k) Work Area Pavement Markings Addendum:

Action:

Item(s) Associated:

Header:

SECTION 901.3(k) Work Area Pavement Markings

Provision Body:

SECTION 901.3(k) Work Area Pavement Markings - Revise the first bullet to read:

All Operations Except Seal Coat/Surface Treatment (Oil & Chip), Skin Patching, Slurry Seal, Heat Scarification, and Microresurfacing Operations. Before terminating work each day, replace all lane lines, edge lines and centerlines covered or destroyed during the day's operations with applicable pavement marking pattern, shown in Standard Drawing TC-8600 and the

MUTCD.

Project Specific Details:

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

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.

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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.

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.

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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 - 00- g080090 PUBLIC NOTIFICATION

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: 00 - 00-CONSTRUCTION REQUIREMENTS AND RESTRICTIONS

CONSTRUCTION REQUIREMENTS AND RESTRICTIONS

Provision Body:

Submit all concrete mix designs at the pre-construction conference.

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

Unrestricted traffic is defined as opening the roadway/structure full width including shoulders as approved by the Representative with no further need for traffic restrictive devices.

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.

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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.

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.

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

Comply with all local municipal zoning ordinances regarding construction related noise.

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

Protect any material being hauled to or away from the construction site. Cover any 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 with a street sweeper or broom to the satisfaction of the Representative at no additional cost to the Department.

No blasting is allowed on this project.

No burning permitted on this project.

If more than one superpave material supplier is used, ensure that each source has Department approved mix designs.

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

Maintain access to private residences and businesses at all times. Keep all active driveways accessible at all times.

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

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.

Maintain drainage and drainage structures throughout the construction of the project.

Perform concrete truck washing at a site approved by IIC.

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

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

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

Coordinate with UGI Gas, Dallas Area Municipal Authority, Comcast Cable Communications LLC, Frontier Communications Corporation, and UGI Electric to complete “Coordinated” and "Restrictive" utility relocations in accordance with the D-419 Utility Clearance.

Do not store any equipment or stockpile any material within 30 feet of any roadway open to traffic unless protected by temporary barrier.

Do not store equipment or stockpile material in any wetland or waterway. Do not park equipment or vehicles overnight near any waterway that would allow oil, gas, hydraulic fluid, or other contaminants to enter the waterway. It will be the Resident Engineer’s responsibility to determine/designate the appropriate parking areas, dependent upon construction.

Coordinate with any local events taking place during the duration of the project.

Monitor traffic control devices as specified in the Special Provision “Item 0901-0001 – 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 requirements of this provision.

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To avoid introduction of invasive species in order to protect the integrity of nearby plant species of special concern, contractor is to implement cleaning equipment/vehicles entering and leaving the construction site, use clean fill and mulch, and avoid planting invasive species.

Contact Dallas Township and Kingston Township within 2 months after contract is awarded to coordinate any local events impacted by the detour.

The contractor is to notify local emergency units (Police, Fire, Medical, etc.), local business, PennDOT Permit Units, local school districts, local media, PennDOT ICC at 570-963-4058 and PennDOT District 4-0- C.R.C. at 570-963-4044 two weeks and also 24 hours prior to the start of work and when the road is open to unrestricted traffic.

Notify the Department Representative 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 and two weeks prior to implementation of SR 1014 detour. Include project specific details.

Road users liquidated damages will be assessed on this project in accordance with the milestones established in the Special Provision entitled “Road Users Liquidated Damages”.

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.

Item 0810-0052 Selective Tree Removal is delineated in the contract drawings. Contractor shall review the Selective Tree Removal locations and notify Department Representative 1 month prior to Select Tree Removal for approval to cut any unforeseen tree locations located within the legal right-of-way or legal slope easements not identified on the contract drawings.

Utilize and allocate crews, equipment, and materials as necessary for the completion of work activities within the specified work periods to complete the project on the specified completion date, uphold project milestones, and meet all contractual requirements.

Review guide rail and provide any comments or questions in PPCC within 30 days after Notice to Proceed. A time extension will not be issued for any comments or questions submitted after this timeframe.

Construction activities impacting the use of the Ranch Wagon parking lot located at 2043 North Memorial Highway, Shavertown, PA may not be completed from April 1 to June 30.

The contractor shall notify the Ranch Wagon property owners two weeks prior to beginning construction activities that impact their existing parking lot and use of their existing driveways.

Any night work activities shall not occur until after the Ranch Wagon has closed each day. Two weeks prior to any planned night work the Ranch Wagon business hours should be coordinated with the Ranch Wagon owners to ensure night work occurs after their closure each day. Between Memorial Day and Labor Day the Ranch Wagon tentatively closes at 8:30 PM on Sunday through Thursday and 9:30 PM on Friday and Saturday. The rest of the year the Ranch Wagon tentatively closes at 8 PM on Sunday through Thursday and 9 PM on Friday and Saturday.

SR 309 may not have any temporary lane reductions in either direction from 6 AM Friday through 9 AM Tuesday on Memorial Day and Labor Day weekends.

SR 309 Traffic Control Plan Phase 7 and Phase 9 are limited to a maximum duration of seven (7) calendar days each.

The soil nailing activities in SR 309 Phases 6 and 10 shall be completed during nighttime hours.

A preconstruction bat assessment of the bridge and building to be demolished is required by US Fish and Wildlife Service (USFWS) to be completed by the Department between May 15 and August 15 and USFWS notified if any bats are present. If bat assessment results and any subsequent USFWS coordination of those results would impact the construction then the Department will notify the contractor.

The project is in vicinity of Northern Long-eared Bat, Indiana Bat, and Tricolored Bat habitat. Clearing and grubbing, tree removal, building demolition, and removal of existing bridge superstructure activities may only occur from November 16 to March 31 as an avoidance measure.

SR 1014 roadway to be open to unrestricted traffic by 10/07/2027.

SR 309 roadway to be open to unrestricted traffic by 9/26/2028.

Complete project by 10/11/2028.

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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

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

July 28, 2026 11:40:12 AM Page 19 of 116

Provision Body:

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

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

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

c. Upon written notification from the Department that it requires assistance in responding to a request under the RTKL for information related to this Contract that may be in the Contractor’s possession, constituting, or alleged to constitute, a public record in accordance with the RTKL (“Requested Information”), the Contractor will:

1. Provide the Department, within 10 calendar days after receipt of written notification, access to, and copies of, any document or information in the Contractor’s possession arising out of this Contract that the Department reasonably believes is Requested Information and may be a public record under the RTKL; and

2. Provide such other assistance as the Department may reasonably request, in order to comply with the RTKL with respect to this Contract.

d. If the Contractor considers the Requested Information to include a request for a Trade Secret or Confidential Proprietary Information, as those terms are defined by the RTKL, or other information that the Contractor considers exempt from production under the RTKL, notify the Department and provide, within 7 calendar days of receiving the written notification, a written statement signed by a representative of the Contractor explaining why the requested material is exempt from public disclosure under the RTKL.

e. The Department will rely upon the written statement from the Contractor in denying a RTKL request for the Requested Information unless the Department determines that the Requested Information is clearly not protected from disclosure under the RTKL. Should the Department determine that the Requested Information is clearly not exempt from disclosure, provide the Requested Information within 7 calendar days of receipt of written notification of the Department’s determination.

f. Failing to provide the Requested Information within the time period required by these provisions, indemnify and hold the Department harmless for any damages, penalties, costs, detriment or harm that the Department may incur as a result of this failure, including any statutory damages assessed against the Department.

g. The Department will reimburse the Contractor for any costs associated with complying with these provisions only to the extent allowed under the fee schedule established by the Office of Open Records or as otherwise provided by the RTKL if the fee schedule is inapplicable.

h. The Contractor may file a legal challenge to any Department decision to release a record to the public with the Office of Open Records, or in the Pennsylvania Courts, however, indemnify the Department for any legal expenses incurred by the Department as a result of such a challenge and hold the Department harmless for any damages, penalties, costs, detriment or harm that the Department may incur as a result of the failure, including any statutory damages assessed against the Department, regardless of the outcome of such legal challenge. As between the parties, agree to waive all rights or remedies that may be available as a result of the Department’s disclosure of Requested information pursuant to the RTKL.

i. The Contractor’s duties relating to the RTKL are continuing duties that survive the expiration of this Contract and continue as long as the Requested Information remains in the Contractor's possession.

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

July 28, 2026 11:40:12 AM Page 20 of 116

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:

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

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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 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 approved Post Construction Stormwater Management (PCSM) Plan.

July 28, 2026 11:40:12 AM Page 22 of 116 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):

Certified Payroll Records

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

Material Certifications

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

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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.