842314padot109873.pdf

PROPOSAL Report - Project 109873

September 3, 2026 10:41:54 AM Page 1 of 86

PROPOSAL REPORT

Project: 109873 Bid

Package: 1

Current Let: 10/22/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 02 County: Mckean

SR/SEC/

Group ID: 346/538/DDP

Description

SR 346/4009 Signals/Roadway Improvements

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW 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 C164A - a07000 CHANGES TO SPECIFICATIONS: SECTION 106 C172A - a07010 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 C171A - a07020 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 G100B - a14200 CONSTRUCTION RESTRICTIONS DUE TO AREA SPECIAL EVENTS N606A - a14300 GRADE TOLERANCES FOR MISCELLANEOUS STRUCTURES 00 - a90000 Mandatory Pre-Bid Conference – Digital Delivery 00 - a90001 NOTICE TO CONTRACTOR – ACCESS TO MODEL VIEWER 00 - a90002 NOTICE TO CONTRACTOR – DIGITAL DELIVERY PROCEDURES 00 - a90003 NOTICE TO CONTRACTOR - CONSTRUCTION RESTRICTIONS 00 - a90004 COORDINATION WITH PROPERTY OWNERS 00 - b01021 SECTION 102.06 PREPARATION OF BIDS 00 - b01051 SECTION 105 CONTROL OF WORK 00 - b01090 SECTION 109 MEASUREMENT OF QUANTITIES 00 - b01120 SECTION 112 PROJECT RECORDS S3099C - b03130 - SECTION 313/413 - SUPERPAVE MIXTURE DESIGN S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S6092B - b06092 - SECTION 609.2(f) MISCELLANEOUS MATERIALS 00 - b06900 SECTION 690 PARTNERING 00 - c00100 4605-XXXX INLET FRAMES AND GRATES - CAST IRON I6091L - c00300 ITEM 0609-0009 EQUIPMENT PACKAGE I802B - c00400 ITEM 4802-0001 TOPSOIL FURNISHED AND PLACED VISUAL ACCEPTANCE 00 - c00500 ITEM 0901-0001 MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

00 - c00580 ITEM 4910-0001 JUNCTION BOXES J.B.-1 AS DIRECTED 00 - c00585 ITEM 4910-5055 2" DIRECT BURIAL CONDUIT AS DIRECTED 00 - c00590 ITEM 4935-0425 RRFB ASSEMBLY WITH PASSIVE PEDESTRIAN DETECTION

(DOUBLE SIDED), SOLAR

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00 - c00600 ITEM 4936-0010 STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS WITH

STIFFENERS FIR GREEN HARDWARE

00 - c00700 ITEM 4951-XXXX TRAFFIC SIGNAL SUPPORT, MAST ARM, POWDER COATED, DECORATIVE

00 - c00750 ITEM 4954-0151 TRENCH AND BACKFILL, TYPE I AS DIRECTED 00 - c00800 ITEM 4955-3XXX VEHICULAR SIGNAL & LED COUNTDOWN PEDESTRIAN SIGNAL

HEADS FIR GREEN (RAL 6009)

I19992A - c00850 ITEM 1999-9999 - TRAINEES 00 - c00900 ITEM 8800-0001 WATER LINE RELOCATION 00 - c01000 ITEM 8800-0002 SANITARY SEWER RELOCATION 00 - c01100 ITEM 9000-0006 REPAIR OF DETOUR ROUTE 00 - c01200 ITEM 9000-0017 STAMPED CROSSWALK IN ASPHALT ROADWAY 00 - c01300 ITEM 9000-0064 STAMPED CONCRETE SIDEWALK 00 - c01400 ITEM 9000-0135 TEMPORARY PIPE CONNECTOR 00 - c01500 ITEM 9000-0145 TEMPORARY INLET CAP 00 - c01600 ITEM 9000-0156 CONCRETE COLLAR FOR PIPE EXTENSION, PIPE TO PIPE 00 - c01700 ITEM 9000-0187 PRESSURE TREATED WOODEN PEDESTRIAN RAILING 00 - c01800 ITEM 9000-0195 TEMPORARY PIPE CAP 00 - c01825 ITEM 9000-0413 / 0418 4" WATERBORNE HIGH BUILD PAVEMENT MARKINGS 00 - c01850 ITEM 9000-0425 14" X 23" ELLIPTICAL RCP, TYPE A, < 1.5' FILL,100 YR, COMBO

STORM & UNDERDRAIN

00 - c01900 ITEM 9000-0528 LED LUMINAIRE, 250-WATT EQUIVALENT, ARM MOUNT, FIR

GREEN (RAL 6009)

00 - c02000 ITEM 9000-0558 ATC SIGNAL CONTROLLER, TYPE 1 MOUNTING, FIR GREEN (RAL 6009)

00 - c02100 ITEM 9000-0618 REMOVE EXISTING LUMINAIRE 00 - c02200 ITEM 9000-0686 SURVEY GRADE GLOBAL NAVIGATION SATELLITE SYSTEM

(GNSS) INSPECTIONS UNIT

00 - c02300 ITEM 9000-1058 UTILITY AS-BUILT DATA I68C - c02400 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

I70C - c02500 ITEM 9000-5103 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE

September 3, 2026 10:41:54 AM Page 4 of 86

BID PACKAGE SUMMARY

Project: 109873 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: PENNDOT Oversight Non-NHS State Type of Work: NEW AND REVISED MAJOR TRAFFIC SIGNALS

Prequalification Required: Yes Pre-Bid Meeting: Mandatory

408 Version: 2026-1

Scheduled Let: 10/22/2026 11:00:00 AM Project Cost Range: $10,000,000.00 - $12,499,999.99 Anticipated NTP: 12/07/2026 Structure Work: 1.00%

Required Completion: 10/23/2029 DBE: 0% Wage Rates: Yes

Description:

The description and location of the project is as follows: For the improvement of a certain section of STATE HIGHWAY in MCKEAN COUNTY, CITY OF BRADFORD, Commonwealth of Pennsylvania, STATE ROUTE 0346, SECTION 538. This project being situated as follows:State Route 0346 from Segment 0310 Offset 1440 to Segment 0330 Offset 1783, for a total construction length of approximately 3368 feet (0.638 miles).Work includes various combinations of milling, paving, and reconstruction of roadway using Superpave Asphalt Mixture Designs for the base, binder, and wearing courses, drainage improvements involving pipe and inlets of various sizes, water and sewer line relocations, concrete curbing, sidewalk, ADA curb ramps with detectable warning surfaces, traffic signal upgrades, pavement markings, and miscellaneous construction as indicated on the approved drawings included in the bid package. (Digital Delivery Project)

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.

September 3, 2026 10:41:54 AM Page 5 of 86

PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

0201-0001 A Lump Sum 1.0000 N

CLEARING AND GRUBBING

0203-0001 C Cubic Yard 11,049.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 4,658.0000 N

SAW CUTTING

0205-0100 C1 Cubic Yard 33.0000 N

FOREIGN BORROW EXCAVATION

0206-0010 C1 Ton 109.0000 N

SELECT GRANULAR MATERIAL (2RC)

0212-0001 C3, H, M2 Linear Foot 4,011.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 11,967.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0212-0016 C3, H, M2 Square Yard 16,680.0000 N

GEOTEXTILE, CLASS 4, TYPE C

0220-0020 K1 Cubic Yard 30.0000 N

FLOWABLE BACKFILL, TYPE C

0313-0123 E Square Yard 11,967.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 58S-28, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 4 1/2"

DEPTH

0350-0106 C, E Square Yard 12,030.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0108 C, E Square Yard 112.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0405-0001 X Dollar 7,500.0000 $1.00 Y

ASPHALT PAVEMENT LONGITUDINAL JOINT DENSITY INCENTIVE/DISINCENTIVE

0413-0039 F Square Yard 175.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 58S-28, < 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2"

DEPTH, SRL-L

0413-0089 F Square Yard 13,104.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 58S-28, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, 1 1/2"

DEPTH, SRL-H

0413-2014 F Ton 12.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG 58S-28, < 0.3 MILLION ESALS, 9.5 MM

MIX, SRL-L

September 3, 2026 10:41:54 AM Page 6 of 86

0413-2029 F Ton 71.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG 58S-28, 0.3 TO < 3 MILLION ESALS, 9.5

MM MIX, SRL-L

0413-6005 F Square Yard 175.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 58S-28, < 0.3 MILLION ESALS, 19.0 MM MIX, 2 1/2"

0413-6015 F Square Yard 11,967.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 58S-28, 0.3 TO < 3 MILLION ESALS, 19.0 MM MIX, 2 1/2"

0413-9999 X Dollar 21,635.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

0460-0001 F4 Square Yard 25,246.0000 N

ASPHALT TACK COAT

0491-0012 F3 Square Yard 78.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0014 F3 Square Yard 1,167.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0019 F3 Square Yard 284.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0601-0760 H Linear Foot 23.0000 N

12" DUCTILE IRON PIPE

0601-0775 H Linear Foot 12.0000 N

24" DUCTILE IRON PIPE, 100 YEAR DESIGN LIFE

0601-0974 H Linear Foot 72.0000 N

20" DUCTILE IRON PIPE, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-6380 H Linear Foot 164.0000 N

14" X 23" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A SHORE/TRENCH BOX HORIZONTAL, 2' - 1.5', 100 YEAR

DESIGN LIFE

0601-7005 H Linear Foot 70.0000 N

12" REINFORCED CONCRETE PIPE, TYPE A, 30' - 1.5' FILL

0601-7008 H Linear Foot 21.0000 N

15" REINFORCED CONCRETE PIPE, TYPE A, 20' - 1.5' FILL

0601-7014 H Linear Foot 221.0000 N

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

0601-7020 H Linear Foot 63.0000 N

21" REINFORCED CONCRETE PIPE, TYPE A, 10' - 2' FILL, 100 YEAR DESIGN LIFE

0601-7508 H Linear Foot 80.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, 3' - 2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-7509 H Linear Foot 94.0000 N

September 3, 2026 10:41:54 AM Page 7 of 86

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

0604-7013 H Linear Foot 821.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 2' - 1.5' FILL, 100 YEAR DESIGN LIFE

0604-7508 H Linear Foot 1,184.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 3' - 2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0605-2401 K Set 8.0000 N

MANHOLE FRAME AND COVER

4605-2771 K Set 30.0000 N Proj

TYPE C FRAME AND BICYCLE SAFE GRATE - CAST IRON

4605-2774 K Set 1.0000 N Proj

TYPE C FRAME AND ADA COMPLIANT GRATE - CAST IRON

4605-2781 K Set 2.0000 N Proj

TYPE M FRAME AND BICYCLE SAFE GRATE - CAST IRON

0605-2850 K Each 52.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-2854 K Each 5.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

0605-2862 K Each 2.0000 N

TYPE 6 INLET BOX, HEIGHT < /= 10'

0605-3010 K Each 2.0000 N

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

0605-3011 K Each 2.0000 N

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

4605-5731 K Set 11.0000 N Proj TYPE C ALTERNATE CONCRETE TOP UNIT, 4" CURB HEIGHT, TYPE C FRAME AND BICYCLE SAFE GRATE - CAST IRON

4605-5741 K Set 9.0000 N Proj TYPE C ALTERNATE CONCRETE TOP UNIT, 6" CURB HEIGHT, TYPE C FRAME AND BICYCLE SAFE GRATE - CAST IRON

4605-5751 K Set 2.0000 N Proj TYPE C ALTERNATE CONCRETE TOP UNIT, 8" CURB HEIGHT, TYPE C FRAME AND BICYCLE SAFE GRATE - CAST IRON

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0002 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE A

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0610-7002 H2 Linear Foot 3,980.0000 N

6" PAVEMENT BASE DRAIN

September 3, 2026 10:41:54 AM Page 8 of 86

0615-0021 H2 Linear Foot 5.0000 N

4" SUBSURFACE DRAIN OUTLETS

0615-0022 H2 Linear Foot 14.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0023 H2 Linear Foot 10.0000 N

8" SUBSURFACE DRAIN OUTLETS

0630-0021 K Linear Foot 2,600.0000 N

PLAIN CEMENT CONCRETE CURB, 4" HEIGHT

0630-0031 K Linear Foot 3,629.0000 N

PLAIN CEMENT CONCRETE CURB, 6" HEIGHT

0630-0041 K Linear Foot 414.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0676-0001 K Square Yard 3,113.0000 N

CEMENT CONCRETE SIDEWALK

0676-0004 K Square Yard 1,431.0000 N

DRIVEWAY APRONS AND SIDEWALKS THROUGH DRIVEWAYS

0680-0120 K2, S1 Square Yard 78.0000 N

MEMBRANE WATERPROOFING SYSTEM INSTALLED ON BRIDGE DECK

0686-0020 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B

0686-0060 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D, MODIFIED

0689-0003 X Lump Sum 1.0000 N

CPM SCHEDULE

0690-0002 X Dollar 1,500.0000 $1.00 Y

SEMI-FORMAL FACILITATION

0695-0004 K Square Foot 455.0000 N

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE

0703-0020 C1, H Cubic Yard 4,244.0000 N

NO. 1 COARSE AGGREGATE

0703-0024 C1, H Cubic Yard 5.0000 N

NO. 2A COARSE AGGREGATE

4802-0001 C1, M Cubic Yard 75.0000 N Std

TOPSOIL FURNISHED AND PLACED VISUAL ACCEPTANCE

0804-0025 M3 Pound 29.0000 N

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

0804-0032 M3 Pound 5.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

September 3, 2026 10:41:54 AM Page 9 of 86

0845-0001 M2 Dollar 50,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0849-0010 C1 Each 14.0000 N

ROCK CONSTRUCTION ENTRANCE

0855-0003 M2 Each 6.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 6.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0860-0000 M2 Each 30.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0002 M2 Each 27.0000 N

INLET FILTER BAG FOR TYPE C INLET

0867-0012 M2 Linear Foot 120.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0231 Q Day 200.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0232 Q Day 200.0000 N

ADDITIONAL WARNING LIGHTS, TYPE C

0901-0240 Q, R Square Foot 500.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 17,829.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 6,526.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 894.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0334 O Linear Foot 363.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0451 Q Each 2.0000 N

3-LINE CHANGEABLE MESSAGE SIGN WITHOUT TELECOMMUNICATIONS

4910-0001 C1, P8 Each 30.0000 N Proj

JUNCTION BOXES J.B.-1 AS DIRECTED

0910-4116 P8 Linear Foot 3,380.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

4910-5055 C1, P8 Linear Foot 3,300.0000 N Proj

September 3, 2026 10:41:54 AM Page 10 of 86

2" DIRECT BURIAL CONDUIT AS DIRECTED

0931-0001 R Square Foot 16.0000 N

POST MOUNTED SIGNS, TYPE B

0931-0003 R Square Foot 381.0000 N

POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST

0935-0001 R Square Foot 154.0000 N

POST MOUNTED SIGNS, TYPE F

0935-0410 P8 Each 2.0000 N

SCHOOL ZONE SPEED LIMIT FLASHING WARNING SIGNS (TYPE I)

4935-0425 P Each 6.0000 N Proj

RECTANGULAR RAPID FLASHING BEACON ASSEMBLY WITH PASSIVE PEDESTRIAN DETECTION (DOUBLE SIDED) , SOLAR

4936-0010 R Square Foot 136.0000 N Proj

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS WITH STIFFENERS , FIR GREEN (RAL 6009) HARDWARE

0941-0001 R Each 8.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0942-0002 R Each 1.0000 N

RESET POST MOUNTED SIGNS, TYPE C

0945-0001 R Each 22.0000 N

RESET POST MOUNTED SIGNS, TYPE F

0951-0235 P Each 2.0000 N

TRAFFIC SIGNAL SUPPORT, 35' MAST ARM, POWDER COATED

4951-0240 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 40' MAST ARM, POWDER COATED , DECORATIVE

0951-2220 P Each 1.0000 N TRAFFIC SIGNAL SUPPORT, 20' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

4951-2220 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 20' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED , DECORATIVE

0951-2225 P Each 2.0000 N

TRAFFIC SIGNAL SUPPORT, 25' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

4951-2225 P Each 2.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 25' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED , 4951-2230 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 30' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED , 4951-2240 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 40' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED , September 3, 2026 10:41:54 AM Page 11 of 86

0951-4014 P Each 6.0000 N

TRAFFIC SIGNAL SUPPORT, 14' PEDESTAL

0951-4106 P Each 3.0000 N

TRAFFIC SIGNAL SUPPORT, 14' PEDESTAL, POWDER COATED

0951-4112 P Each 11.0000 N

PEDESTRIAN STUB POLE, TYPE B, POWDER COATED

0951-4600 P Each 2.0000 N

TRAFFIC SIGNAL SUPPORT, STRAIN POLE, 1,000 POUNDS DESIGN TENSION, POWDER COATED

0951-7202 P Each 1.0000 N TRAFFIC SIGNAL SUPPORT, 20' & 30' MAST ARMS WITH LUMINAIRE ARM (30' MOUNTING HEIGHT) POWDER COATED

0952-1001 P Each 3.0000 N

TIME CLOCK, GPS

0954-0011 P8 Linear Foot 337.0000 N

1 INCH CONDUIT

0954-0012 P8 Linear Foot 342.0000 N

2 INCH CONDUIT

0954-0013 P8 Linear Foot 958.0000 N

3 INCH CONDUIT

4954-0151 C1, P8 Linear Foot 3,300.0000 N Proj

TRENCH AND BACKFILL, TYPE I AS DIRECTED

0954-0152 C1, P8 Linear Foot 595.0000 N

TRENCH AND BACKFILL, TYPE II

0954-0153 C1, P8 Linear Foot 554.0000 N

TRENCH AND BACKFILL, TYPE III

0954-0201 P8 Linear Foot 1,930.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0202 P8 Linear Foot 2,860.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

0954-0302 P8 Each 13.0000 N

JUNCTION BOX, JB-27

0954-0305 P8 Each 3.0000 N

JUNCTION BOX, JB-30

0954-0402 P8 Each 2.0000 N

ELECTRICAL SERVICE, TYPE B

0954-0403 P8 Each 3.0000 N

ELECTRICAL SERVICE, TYPE C

0954-0600 P8 Each 1.0000 N

September 3, 2026 10:41:54 AM Page 12 of 86

UNINTERRUPTIBLE POWER SUPPLY (UPS)

4955-3208 P Each 22.0000 N Proj

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS , FIR GREEN (RAL 6009)

4955-3722 P Each 20.0000 N Proj

LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, TYPE A , FIR GREEN (RAL 6009)

0956-0001 P Linear Foot 1,450.0000 N

DETECTOR LEAD IN CABLE

0956-0101 P8 Linear Foot 3,392.0000 N

LOOP SENSOR

0956-0141 P Each 8.0000 N

LOOP AMPLIFIER, 2 CHANNEL RACK MOUNTED WITH TIMER

0956-0790 P Each 20.0000 N

ACCESSIBLE PEDESTRIAN SIGNALS

0958-0021 P, Q Each 1.0000 N

TEMPORARY TRAFFIC CONTROL SIGNALS ON FIXED SUPPORTS (3 APPROACHES)

0958-0041 P, Q Each 1.0000 N

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

0958-0042 P, Q Each 1.0000 N

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

0958-0201 P, Q Each 1.0000 N

TEMPORARY TRAFFIC CONTROL SIGNAL ON FIXED SUPPORTS, RESET (3 APPROACHES)

0958-0202 P, Q Each 1.0000 N

0958-0203 P, Q Each 1.0000 N

0958-0204 P, Q Each 1.0000 N

0958-0221 P, Q Each 1.0000 N

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

0958-0222 P, Q Each 1.0000 N

0958-0223 P, Q Each 1.0000 N

0958-0224 P, Q Each 1.0000 N

0958-0225 P, Q Each 1.0000 N

September 3, 2026 10:41:54 AM Page 13 of 86

0958-0226 P, Q Each 1.0000 N

0958-0227 P, Q Each 1.0000 N

0958-0361 P, Q Each 5.0000 N TEMPORARY MODIFICATIONS TO EXISTING PERMANENT TRAFFIC SIGNAL (4 OR MORE APPROACHES)

0962-1061 O3 Each 2.0000 N

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

0962-1062 O3 Each 24.0000 N

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

0963-0001 O2, O3 Square Foot 7,575.0000 N

PAVEMENT MARKING REMOVAL

0964-0008 O Linear Foot 1,544.0000 N

8" WHITE EPOXY PAVEMENT MARKINGS

0964-0012 O Linear Foot 529.0000 N

12" YELLOW EPOXY PAVEMENT MARKINGS

0964-0021 O Linear Foot 268.0000 N

24" WHITE EPOXY PAVEMENT MARKINGS

0964-0224 O3 Each 26.0000 N

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

0971-0001 R Each 8.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0975-0001 R Each 1.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

1001-0223 S7 Pound 377.0000 N

6X6 EPOXY COATED STEEL WWF W4 X W4

1001-1080 S2 Cubic Yard 8.0000 N

CLASS AA CEMENT CONCRETE

1001-1120 S2 Cubic Yard 4.0000 N

CLASS A CEMENT CONCRETE

1002-0053 S7 Pound 1,240.0000 N

REINFORCEMENT BARS, EPOXY COATED

1018-0050 T1 Lump Sum 1.0000 N

REMOVAL OF PORTION OF EXISTING BRIDGE

1999-9999 Z Hour 1,000.0000 N Std

TRAINEES

8800-0001 H Lump Sum 1.0000 N Proj

WATER LINE RELOCATION

September 3, 2026 10:41:54 AM Page 14 of 86

8800-0002 H Lump Sum 1.0000 N Proj

SANITARY SEWER RELOCATION

9000-0006 X Dollar 10,000.0000 $1.00 Y Proj

REPAIR OF DETOUR ROUTE

9000-0017 ZZ Square Yard 478.0000 N Proj

STAMPED CROSSWALK IN ASPHALT ROADWAY

9000-0064 K Square Yard 12.0000 N Proj

STAMPED CONCRETE SIDEWALK

9000-0135 H, K Each 7.0000 N Proj

TEMPORARY PIPE CONNECTOR

9000-0145 H, K Each 3.0000 N Proj

TEMPORARY INLET CAP

9000-0156 H, K Each 27.0000 N Proj

CONCRETE COLLAR FOR PIPE EXTENSION, PIPE TO PIPE

9000-0187 J2, S4 Lump Sum 1.0000 N Proj

PRESSURE TREATED WOODEN PEDESTRIAN RAILING

9000-0195 H, K Each 8.0000 N Proj

TEMPORARY PIPE CAP

9000-0413 O Linear Foot 586.0000 N Proj

4" WHITE WATERBORNE HIGH BUILD PAVEMENT MARKINGS

9000-0418 O Linear Foot 7,700.0000 N Proj

4" YELLOW WATERBORNE HIGH BUILD PAVEMENT MARKINGS

9000-0425 H Linear Foot 192.0000 N Proj

14" X 23" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A HORIZONTAL, < 1.5' FILL, 100 YEAR DESIGN LIFE, COMB

STORM SEWER & UNDERDRAIN

9000-0528 P8 Each 8.0000 N Proj

LED LUMINAIRE, 250-WATT EQUIVALENT, ARM MOUNT, FIR GREEN (RAL 6009)

9000-0558 P Each 3.0000 N Proj

ATC SIGNAL CONTROLLER, TYPE 1 MOUNTING, FIR GREEN (RAL 6009)

9000-0618 P8 Each 3.0000 N Proj

REMOVE EXISTING LUMINAIRE

9000-0686 X Lump Sum 1.0000 N Proj

SURVEY GRADE GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) INSPECTIONS UNIT

9000-1058 X Lump Sum 1.0000 N Proj

UTILITY AS-BUILT DATA

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGATE

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9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

September 3, 2026 10:41:54 AM Page 16 of 86

SPECIAL PROVISIONS

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

Action:

Item(s) Associated:

Header:

APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL)

Provision Body:

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

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

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

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

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

DSP13. Buy America.

DSP15. Commonwealth Standard Terms and Conditions.

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

DSP17. Federal Audit Clause.

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

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

Project Specific Details:

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

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

September 3, 2026 10:41:54 AM Page 17 of 86

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: G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD)

September 3, 2026 10:41:54 AM Page 18 of 86

Header:

ROAD USER LIQUIDATED DAMAGES (RULD)

Provision Body:

Road User Liquidated Damages (RULDs) will be assessed as specified in Section 108.07(b) and as follows:

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

24 hours in advance of the completion of portions of the work which control the assessment of liquidated damages, notify the Representative so that a mutual inspection can be performed. If the Representative determines that the work is completed satisfactorily, the travel lanes will be opened to unrestricted traffic and no further liquidated damages will be assessed for that portion of work.

Damage charges as outlined below will be assessed independent of and concurrent with, as appropriate, Construction Engineering Liquidated Damages (CELD) as specified in Section 108.07(a).

RULDs as specified will be deducted from money due or to become due.

Detour

RULDs in the amount of $ 10,000 will be assessed for each day/or portion of day that DETOUR B for SR 346 Eastbound (using Panther Parkway) is not removed and traffic is not open to unrestricted traffic in all lanes on outside of these approved timeframes: May 3, 2027 through August 16, 2027; May 1, 2028 through August 15, 2028; May 7, 2029 through August 14, 2029.

Special Provision: G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS

ADVANCE NOTICE OF TRAFFIC RESTRICTIONS

Provision Body:

Notify the Engineer at least 4 calendar days in advance of the start of any operation which will affect the flow of traffic and provide the Engineer with details of the work to be done. After notification, the District Office will advise the public of these traffic restrictions and possible delays.

Special Provision: G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL

PLAN

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ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN

Provision Body:

Comply with these requirements when submitting an alternate plan for accomplishing equal or better temporary and permanent erosion and sediment pollution control. Do not start work until the alternate erosion and sediment pollution control plan, schedules, and operation methods have been approved by the Department and the Department of Environmental Protection, or by the Department and the County Conservation District, as applicable.

Apply for any earth disturbance permits or permit amendments not included in the proposal documents that are required because of the nature of the contemplated construction procedures.

Prepare and furnish, with the applications, plans and documents that are required by the Department of Environmental Protection or the County Conservation District.

Provide simultaneously to the District Executive a copy of all plans and documents that affect the construction requirements.

Provide immediately to the District Executive any modifications that are made to the plans and documents that are required by the Department of Environmental Protection or the County Conservation District.

Obtain the approval of the Department and the permit from the Department of Environmental Protection prior to beginning any work when a permit is required, and the approval of the Department and the County Conservation District when a permit is not required.

Acquire areas outside of the right-of-way that are necessary for erosion and sediment pollution control. Proceed with the agreement procedure described in Section 105.14 (Borrow Areas and Waste Areas).

Special Provision: G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT

POLLUTION CONTROL

Addendum:

CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION CONTROL

Provision Body:

I. Observe the applicable following procedures during the entire period of construction as directed:

(a) Conduct all operations as specified in the erosion and sediment pollution control plan and in such a manner to minimize turbidity in streams. Do not discharge water containing sediments or pollutants into the streams.

(b) Direct flowing water away from project construction areas.

September 3, 2026 10:41:54 AM Page 20 of 86

(c) Limit movement of equipment through the streambed in accordance with the approved plan so as to prevent unnecessary siltation or disturbance. Permit equipment to cross flowing channels only on rock roadways and/or bridges to prevent constant turbulency and siltation.

Construct rock crossings, causeways or cofferdams with rock having a minimum size of 75 mm (3 inches) or larger as directed; also, the surface may be choked with stone aggregate having a minimum size of 9.5 mm (3/8-inch). Do not use earth or other materials which may cause sedimentation, for any crossings, causeways or cofferdams.

(d) Seed and/or stabilize all stream banks immediately upon completion of grading.

(e) Seed all cut and fill slopes when they have reached a vertical height of 4.5 m (15 feet). On areas where permanent seeding will not be performed within a period of 20 days after the excavation or embankment operations have been completed place temporary seeding (annual Ryegrass) and mulching on all soil areas.

(f) Control the entire grading area at all times during construction by placing the erosion and sediment pollution control devices that can be installed prior to disturbing the earth and the stabilization devices as soon as the required earthwork has been performed.

(g) For any excavation material stockpiled more than 20 days, take interim stabilization measures to minimize erosion of the stockpile slopes.

(h) Clean the sedimentation structures during construction as specified in Section 861. Dispose of silt fencing and sediment removed from the project, as directed.

(i) Separate all water originating outside of the project from that originating within.

(j) During the life of the contract, be responsible for the maintenance of all erosion and sediment pollution control devices.

(k) Seed all borrow and waste areas in accordance with the approved plans and with item (e) above.

Special Provision: G1601A - a01601 E.E.O. COVERED AREA

E.E.O. COVERED AREA

Provision Body:

For the purpose set forth in the Executive Order 11246 the covered area for this contract is McKean County, which is within the Economic Area of Buffalo, NY as listed in Appendix B of Designated Special Provision 12 (DSP12) entitled “Executive Order 11246 (with Appendix A and B)” in Appendix C of Pub 408.

Special Provision: G2302A - a02302 Worker Protection and Investment

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1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

Worker Protection and Investment

Provision Body:

In accordance with the Governor’s Executive Order 2021-06, Worker Protection and Investment, contractors and grantees of the Commonwealth must certify they are in compliance with Pennsylvania’s Unemployment Compensation Law, Worker’s Compensation Law, and all applicable Pennsylvania state labor and workforce safety laws including, but not limited to:

Construction Workplace Misclassification Act Employment of Minors Child Labor Act Minimum Wage Act Prevailing Wage Act Equal Pay Law Employer to Pay Employment Medical Examination Fee Act Seasonal Farm Labor Act Wage Payment and Collection Law Industrial Homework Law Construction Industry Employee Verification Act Act 102: Prohibition on Excessive Overtime in healthcare Apprenticeship and Training Act Inspection of Employment Records Law

To ensure compliance with these statutes, Contractors and Grantees are required to submit the Worker Protection and Investment Certification Form (BOP-2201) in response to all ECMS procurement solicitations. The form is available in the ECMS File Cabinet (in References Tab). If assistance with the Form is needed, contact the ECMS Help Desk at 855-783-8330 or at 717- 783-8330. ECMS Help Desk assistance is available 24 hours a day, 7 days a week.

This form must be completed for the Prime Contractor and all subcontractors and/or services.

The Prime Contractor must email the completed BOP-2201 Form to workprotect@pa.gov or fax the Form to 717-265-7207, signed by an authorized representative of the Contractor, possessing sufficient knowledge to make the representations and certifications on the BOP-2201 Form by 3:00 P.M. prevailing local time within 7 calendar days after the bid opening. When the seventh (7th) calendar day after the bid opening falls on a day that the Department offices are closed, submit the BOP-2201 Form by 3:00 P.M. prevailing local time on the next business day. Failure or refusal to provide the BOP-2201 Form, or inclusion on any Pennsylvania Department of Labor and Industry Worker Protection and Labor Law Non-Compliance List, will be considered a refusal to comply with bidding requirements and may result in rejection of the bid, and other appropriate consequences.

For Subcontractors/Services, the completed BOP-2201 Form must be attached with the Public Works Verification Act form and submitted in ECMS before a subcontractor request can be approved. A subcontractor/service identified on any Pennsylvania Department of Labor and Industry Worker Protection and Labor Law Non-Compliance List will not be approved.

The Pennsylvania Department of Labor and Industry has created a public list of businesses that have been found to be non-compliant with Pennsylvania state labor and workforce safety law which will be published on its public-facing website. The link to the Department of Labor and Industry’s website is: www.dli.pa.gov/Pages/Non-Compliance-List.aspx.

Questions regarding inclusion on the list should be directed to the appropriate bureau with the Department of Labor and Industry.

mailto:workprotect@pa.gov http://www.dli.pa.gov/Pages/Non-Compliance-List.aspx

September 3, 2026 10:41:54 AM Page 22 of 86

Special Provision: C164A - a07000 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:

September 3, 2026 10:41:54 AM Page 23 of 86 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: C172A - a07010 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876

Addendum:

CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876

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.

Conduct confirmation testing for infiltration, if applicable, as specified in Section 876.

approved Post Construction Stormwater Management (PCSM) Plan.

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

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

Assist the Representative in performing visual site inspections weekly and after each precipitation event greater than 0.25 inches to ensure the project's E&S Best Management Practices (BMPs) are functioning properly. Immediately initiate corrective actions, at no additional cost to the Department, upon notification by the Representative of noncompliance with the provisions of this section that the Representative has determined requires immediate corrective action under Department policies. For all other notifications of noncompliance, initiate corrective actions within 24 hours. Failure or refusal to promptly comply with such notice upon receipt may, at the Department’s sole discretion, result in: the withholding payment of estimates for work completed until the requirements of the E&S Plan are met, assessment of E&S noncompliance liquidated damages as specified in Section 108.07(d) or issuance of a written order stopping all or part of the work until the corrective action has been taken and the requirements of the E&S Plan are met. No claims for extension of time, costs, or damages arising from, related to, or based upon such notices of noncompliance or stop orders will be granted, paid, or considered.

Nothing in this Section shall 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.

SECTION 871—SEDIMENT TRAP – RISER

Section 871.1 DESCRIPTION. Revise to read as follows:

871.1 DESCRIPTION—This work is the construction, maintenance, and removal and/or conversion of riser type sediment trap to a permanent stormwater control measure area.

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Section 871.3 CONSTRUCTION. Revise to read as follows:

871.3 CONSTRUCTION—As shown on the Standard Drawings, at the location indicated or directed, and as follows:

As specified in Section 201.3, clear and grub the storage area and embankment foundation area site. Excavate the key trench for the full length of the embankment (when located in permanent stormwater control measure area). Install the outlet protection, outlet pipe with the anti-seep collar attached (where indicated), and outlet structure at the location indicated.

When indicated, construct the temporary riser pipe assembly, as specified in Section 874.3.

When a concrete anti-seep color is specified, construct collar as specified in the applicable parts of Section 1001.3.

When the sediment trap is located in a permanent stormwater control measure area and a concrete outlet structure is indicated, construct concrete outlet structure as specified in Section 875.3.

Construction of the embankment before placing the pipe is not required. Do not use coarse aggregate as backfill material around the pipe. Backfill the pipe with suitable embankment material to prevent embankment leakage along the pipe. Construct outlet protection of the type indicated at outlet end of pipe, as specified in Section 851.3. Place the embankment material, as specified in Section 206.3.

When required, obtain borrow excavation for the formation of the embankment, as specified in Section 205. Apply seeding and soil supplements, as specified in Section 804.3.

Mulch, if required, as specified in Section 805.3.

Install and maintain cleanout stake as required, as indicated, or as directed.

Inspect sediment trap after each runoff event to assure that it continues to function properly. Remove accumulated sediment as specified in Section 861.3 and repair as required or as directed.

When the tributary area to the sediment trap is stabilized or the sediment trap is no longer required, or if otherwise directed, satisfactorily recondition the site as follows:

Temporary Sediment Trap: Fill in excavated areas, removing embankments, riser pipe assemblies, outlet pipe, and anti-seep collars, or as directed. Restore the areas as specified in Section 105.14. Satisfactorily dispose of removed materials.

Sediment Trap Located in a Permanent Stormwater Control Measure Area: Perform conversion of the temporary sediment trap to a permanent Stormwater Control Measure according to the sequence in the approved Post Construction Stormwater Management Plan. Typical activities include, but are not limited to, grading to final basin elevations; removing temporary orifice covers and stand pipes; applying permanent vegetative stabilization; and satisfactorily disposing of removed materials. For infiltration Stormwater Control Measures, confirmation testing for infiltration is required, as specified in Section 876.

SECTION 872—SEDIMENT BASIN

Section 872.1 DESCRIPTION. Revise to read as follows:

872.1 DESCRIPTION—This work is the construction, maintenance, and removal and/or conversion of A sediment basin to a permanent stormwater control measure area.

Section 872.3 CONSTRUCTION. Revise to read as follows:

872.3 CONSTRUCTION—As shown on the Standard Drawings, at the location indicated or directed, and as follows:

As specified in Section 201.3, clear and grub the storage area and embankment…