840858padot122470.pdf

PROPOSAL Report - Project 122470

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PROPOSAL REPORT

Project: 122470 Bid

Package: 1

Current Let: 10/01/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 02 County: Clearfield

SR/SEC/

Group ID: 879/279/---

Description

Clearfield Bypass Drainage

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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 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 C166A - a07010 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608 C172A - a07020 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 C168A - a07030 CHANGES TO SPECIFICATIONS: SECTIONS 110, 404, AND 507 C170A - a07040 CHANGES TO SPECIFICATIONS: SECTIONS 110, 501, 506, 530, 703, and 704 C171A - a07050 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 C169A - a07060 CHANGES TO SPECIFICATIONS: SECTION 419 C167A - a07070 CHANGES TO SPECIFICATIONS: APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

00 - a10000 NOTICE TO CONTRACTOR P1061D - b01061 Electronic Submission of Material Certifications through ECMS P1062D - b01062 Electronic Submission of Material Certifications through ECMS for Lump Sum Component items

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 - b06100 SULFATE RESISTANT CONCRETE 00 - c00100 ITEM 4201-0001 CLEARING AND GRUBBING MODIFIED I205A - c00200 ITEM 4205-0363 - SELECTED BORROW EXCAVATION ROCK, CLASS R-3

(LIMESTONE) WITH NO. 57 STONE

I220A - c00300 ITEM 4220-0020 FLOWABLE BACKFILL, TYPE C IN ABANDONED PIPE 00 - c00350 ITEM 4605-2850 - STANDARD INLET BOX, HEIGHT < / = 10' WITH WEEP HOLES 00 - c00375 ITEM 4605-2854 TYPE 4 INLET BOX, HEIGHT < / = 10' CAST-IN-PLACE I6091L - c00400 ITEM 0609-0009 EQUIPMENT PACKAGE 00 - c00500 ITEM 4624-0275 REMOVAL OF EXISTING RIGHT-OF-WAY FENCE AND RESET I802B - c00600 ITEM 4802-0001 - TOPSOIL FURNISHED AND PLACED VISUAL ACCEPTANCE I9007D - c00700 ITEM 9000-0007 - TEMPORARY DIVERSION DIKE SYSTEM 00 - c00800 ITEM 9000-0111 - INLET FILTER BAG FOR TYPE D-H LEVEL INLET

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00 - c00900 ITEM 9000-0413 & 9000-0418 - 4" WHITE & YELLOW WATERBORNE HIGH BUILD

PAVEMENT MARKINGS

00 - c00950 ITEM 9000-0428 - DRAIN CONNECTION 00 - c01000 ITEM 9000-0434 - ANOXIC LIMESTONE DRAIN 00 - c01100 ITEM 9000-0441 - ANOXIC LIMESTONE INLET BOX 00 - c01200 ITEM 9000-0442 – RESET EXISTING STACKED STONE WALL 00 - c01300 ITEM 9000-0571 - UTILITY COORDINATION AND PAYMENT 00 - c01400 ITEM 9000-1003 - UTILITY TEST HOLE I68C - c01500 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

I70C - c01600 ITEM 9000-5103 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE

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BID PACKAGE SUMMARY

Project: 122470 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: PENNDOT Oversight Non-NHS State Type of Work: DRAINAGE IMPROVEMENT

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 10/01/2026 11:00:00 AM Project Cost Range: $1,000,000.00 - $2,499,999.99 Anticipated NTP: 11/16/2026 Structure Work: 0.00%

Required Completion: 10/14/2027 DBE: 0% Wage Rates: Yes

Description:

The description and location of the project is as follows: For the improvement of existing drainage of a certain section of STATE HIGHWAY in CLEARFIELD COUNTY, LAWRENCE TOWNSHIP, Commonwealth of Pennsylvania, SR 0879-279.On State Route 0879 from Segment 0290 Offset 0678 to Segment 0310 Offset 1387 for a total construction length of approximately 6975 feet (1.321 miles). For the improvement to the existing drainage system along SR 0879 in Lawrence Township. The work includes inlet & pipe installations, ditch cleaning, minor milling and paving, signs and pavement markings, and other miscellaneous construction as indicated on the approved drawings included in the bid package.

Additional Information:

This is an ECMS project. All Addenda will be electronically posted.The location of the public bid opening is the Commonwealth Keystone Building, 7th Floor, Contract Awards Room, 400 North Street, Harrisburg. Allow sufficient time before the bid opening to contact Contract Awards and be escorted to the 7th Floor Contract Awards Room. Contract Awards can be reached at 717-395-9754.

Due to recent changes in the Keystone Building, there is no longer a reception on the 5th Floor to greet and check-in visitors.

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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 NO GRUBBING

0204-0001 C1, H Cubic Yard 729.0000 N

CLASS 2 EXCAVATION

0204-0010 C1, H Linear Foot 2,193.0000 N

CLEANING EXISTING DITCHES EXCAVATION

0205-0265 C1 Cubic Yard 92.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-5

4205-0363 C1 Ton 1,262.0000 N Std

SELECTED BORROW EXCAVATION ROCK, CLASS R-3 (LIMESTONE) CHOKED WITH NO. 57 STONE

0212-0014 C3, H, M2 Square Yard 739.0000 N

GEOTEXTILE, CLASS 4, TYPE A

4220-0020 K1 Cubic Yard 217.0000 N Std

FLOWABLE BACKFILL, TYPE C IN ABANDONED PIPE

0316-0537 E, F1 Ton 153.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0

MM MIX

0350-0120 C, E Cubic Yard 137.0000 N

SUBBASE (NO. 2A)

0413-0298 F Square Yard 3,687.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS, 9.5 MM MIX, 1 1/2"

DEPTH, SRL-H

0413-2089 F Ton 107.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG 64S-22, 3 TO < 10 MILLION ESALS, 9.5 MM

MIX, SRL-L

0460-0003 F4 Square Yard 7,367.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0491-0013 F3 Square Yard 3,416.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0601-0100 H Linear Foot 128.0000 N

18" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL (WITH RESILIENCY MEASURES)

0601-0206 H Linear Foot 17.0000 N 36" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX (WITH RESILIENCY MEASURES)

0601-0208 H Linear Foot 28.0000 N 48" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX (WITH RESILIENCY MEASURES)

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0601-0253 H Linear Foot 4.0000 N 36" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, 100 YEAR DESIGN LIFE (WITH RESILIENCY MEASURES)

0601-0500 H Linear Foot 1,246.0000 N

18" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX

0601-0502 H Linear Foot 780.0000 N

24" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX

0601-0504 H Linear Foot 544.0000 N

30" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX

0601-0506 H Linear Foot 653.0000 N

36" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX

0601-0508 H Linear Foot 4.0000 N

48" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX

0601-0560 H Linear Foot 292.0000 N 18" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-0563 H Linear Foot 85.0000 N 30" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-0564 H Linear Foot 89.0000 N 36" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-5430 H, K1 Cubic Yard 4.0000 N

CLASS A CEMENT CONCRETE FOR MISCELLANEOUS DRAINAGE

0604-0506 H Linear Foot 127.0000 N

36" PERFORATED THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX

0605-1300 C1, H1 Each 1.0000 N

CLEANING DRAINAGE STRUCTURES

0605-2656 K Each 1.0000 N

TYPE D-E ENDWALL FOR 30" PIPE

0605-2658 K Each 1.0000 N

TYPE D-E ENDWALL FOR 36" PIPE

0605-2730 K Set 10.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

0605-2740 K Set 22.0000 N

TYPE S CONCRETE TOP UNIT AND GRATE

0605-2761 K Set 1.0000 N

TYPE D-H LEVEL CONCRETE TOP UNIT AND BICYCLE SAFE GRATES

0605-2771 K Set 1.0000 N

TYPE C FRAME AND BICYCLE SAFE GRATE

0605-2850 K Each 7.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

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4605-2850 K Each 7.0000 N Proj

STANDARD INLET BOX, HEIGHT < /= 10' WITH WEEP HOLE

0605-2851 K Each 1.0000 N

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

0605-2854 K Each 7.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

4605-2854 K Each 1.0000 N Proj

TYPE 4 INLET BOX, HEIGHT < /= 10' CAST-IN-PLACE

0605-2855 K Each 1.0000 N

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

0605-2858 K Each 1.0000 N

TYPE 5 INLET BOX, HEIGHT < /= 10'

0605-2882 K Each 1.0000 N

TYPE D-H INLET BOX, HEIGHT < /= 10'

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0003 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE B

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0620-0500 J Linear Foot 50.0000 N

RESET GUIDE RAIL

4624-0275 A, J2 Linear Foot 21.0000 N Proj

REMOVAL OF EXISTING RIGHT-OF-WAY FENCE AND RESET

0686-0030 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B, MODIFIED

0689-0003 X Lump Sum 1.0000 N

CPM SCHEDULE

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

4802-0001 C1, M Cubic Yard 784.0000 N Std

TOPSOIL FURNISHED AND PLACED VISUAL ACCEPTANCE

0804-0025 M3 Pound 235.0000 N

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

0804-0027 M3 Pound 53.0000 N

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

0804-0028 M3 Pound 4.0000 N

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SEEDING AND SOIL SUPPLEMENTS - FORMULA N CONSERVATION MIX, INCLUDING MULCH

0804-0032 M3 Pound 29.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0806-0113 M2 Square Yard 3,515.0000 N

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

0806-0140 M2 Square Yard 5,029.0000 N

PERMANENT ROLLED EROSION CONTROL PRODUCT, TYPE 5A

0845-0001 M2 Dollar 1,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

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 10.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0001 M2 Each 22.0000 N

INLET FILTER BAG FOR TYPE S INLET

0860-0002 M2 Each 1.0000 N

INLET FILTER BAG FOR TYPE C INLET

0867-0012 M2 Linear Foot 648.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0901-0001 Q Lump Sum 1.0000 N

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0240 Q, R Square Foot 100.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0451 Q Each 2.0000 N

3-LINE CHANGEABLE MESSAGE SIGN WITHOUT TELECOMMUNICATIONS

0930-0004 R Square Foot 288.0000 N

POST MOUNTED SIGNS, TYPE A

0937-0339 R Each 37.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK SHEETING

0940-0001 R Each 1.0000 N

RESET POST MOUNTED SIGNS, TYPE A

0941-0001 R Each 6.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0945-0001 R Each 5.0000 N

RESET POST MOUNTED SIGNS, TYPE F

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9000-0007 C1, M2 Lump Sum 1.0000 N Std

TEMPORARY DIVERSION DIKE SYSTEM

9000-0111 M2 Each 1.0000 N Proj

INLET FILTER BAG FOR TYPE D-H LEVEL INLET

9000-0413 O Linear Foot 20,167.0000 N Proj

4" WHITE WATERBORNE HIGH BUILD PAVEMENT MARKINGS

9000-0418 O Linear Foot 14,892.0000 N Proj

4" YELLOW WATERBORNE HIGH BUILD PAVEMENT MARKINGS

9000-0428 H Dollar 5,000.0000 $1.00 Y Proj

DRAIN CONNECTION

9000-0434 H Linear Foot 625.0000 N Proj

ANOXIC LIMESTONE DRAIN

9000-0441 H Each 3.0000 N Proj

ANOXIC LIMESTONE INLET BOX

9000-0442 M Lump Sum 1.0000 N Proj

RESET EXISTING STACKED STONE WALL

9000-0571 X Dollar 20,000.0000 $1.00 Y Proj

UTILITY COORDINATION AND PAYMENT

9000-1003 X Each 2.0000 N Proj

UTILITY TEST HOLE

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGRATE

9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

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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:

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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: G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS

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Header:

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

Addendum:

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

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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.

(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

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1.

2.

3.

4.

5.

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7.

8.

9.

10.

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13.

Header:

E.E.O. COVERED AREA

Provision Body:

For the purpose set forth in the Executive Order 11246 the covered area for this contract is Clearfield County, which is within the Economic Area of Williamsport 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

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 mailto:workprotect@pa.gov

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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.

Special Provision: C164A - a07000 CHANGES TO SPECIFICATIONS: SECTION 106

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.

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

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2.b Predominantly steel or iron is defined as greater than or equal to 50 percent of the total cost of the manufactured product.

2.c Manufactured products that are predominantly steel or iron must comply with Buy America provisions according to Section 106.10(a).

2.d If an article, material, or supply meets this definition but could also be classified as an excluded material or other product category, that article, material, or supply is not a manufactured product.

2.e Mixtures of excluded materials delivered to a work site without final form for incorporation into a project are also not manufactured products.

2.f Manufactured products where the final assembly did not occur in the United States may be used, provided the cumulative cost of such manufactured products is no more than the lesser of $1 million or 5% of total applicable costs for the project.

3. Construction Materials.

3.a All manufacturing processes for construction materials occurred in the United States.

3.b Construction materials includes an article, material, or supply that is or consists primarily of:

non-ferrous metals, plastic and polymer-based products including polyvinylchloride, composite building materials, and polymers used in fiber optic cables, glass including optic glass, lumber, or drywall

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

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 - a07010 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608

CHANGE TO SPECIFICATIONS: SECTIONS 107, AND 608

SECTION 107—LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

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Section 107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS. Revise to read as follows:

107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS—Install and maintain erosion and sediment (E&S) pollution control devices as indicated or submit an alternate plan for accomplishing equal or better temporary and permanent erosion and water pollution control. If an alternate plan is submitted, do not start work until the plan is approved by the County Conservation District and the Department. If a National Pollutant Discharge Elimination System (NPDES) Permit is involved, do not start work until the plan is approved by the DEP or the authorized County Conservation District and the Department. Concrete clean out areas, either contractor designed or indicated within the contract documents, are incidental to the contract items.

When a general or individual NPDES Permit is involved:

At the preconstruction conference, submit a Preparedness, Prevention and Contingency (PPC) Plan and identify a licensed professional (Professional Engineer, Geologist, Land Surveyor or Landscape Architect) registered in the Commonwealth and if applicable, their designee to be present onsite and responsible for implementing critical stages of the

Do not start earth disturbance activities until an environmental preconstruction meeting is held with DEP or delegated

CCD.

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

Prepare an as-built (record) PCSM Plan to be sealed and signed by the identified licensed professional registered in the Commonwealth. All construction survey, plan preparation, and engineering required for the as-built (record) PCSM Plan will be incidental to the contract items. The as-built (record) PCSM Plan must accurately reflect deviations from the approved PCSM Plan including, but not limited to, plan locations, dimensions, inverts/elevations, materials used and grading. Update 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:

approved Post Construction Stormwater Management (PCSM) Plan.

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Either a semi-final or final inspection has been performed, physical work is complete, and an Environmental Commitments and Mitigation Tracking System (ECMTS) Sheet has been executed if applicable to the project.

Earth disturbance activity has been permanently stabilized and sufficient vegetative growth has been achieved to meet permit conditions (uniform 70% perennial vegetative cover) and agreed to by DEP or delegated CCD.

Installation of PCSM SCMs have occurred if applicable. Upon completion of PCSM conversions and facilities, the County Conservation District must approve the removal of all remaining E&S BMPs.

Once a project with a general or individual NPDES Permit has reached substantial completion, submit to the Representative a DEP Notice of Termination (NOT) Form ensuring Sections 2, 3, 4, 7 and 8, are fully executed. The NOT is to be accompanied by the required as-built (record) PCSM Plan, the final certification by the licensed professional and the Contractor’s executed portion of the ECMTS Construction Tracking Signature Sheet.

608 MOBILIZATION

Section 608.4(b)3. Revise to read as follows:

3. When all physical work has been satisfactorily completed and the following certificates and documents, as required, have been properly furnished, the final payment will be made as specified in Section 608.4(a):

Certified Payroll Records

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

Material Certifications

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

As built drawings for Design/Build projects

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: C172A - a07020 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876

Addendum:

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

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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.

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.

approved Post Construction Stormwater Management (PCSM) Plan.

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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.

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.

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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 foundation area site. Excavate the key trench for the full length of the embankment. Excavate the emergency spillway as indicated. Install the outlet protection, outlet pipe with the anti-seep collar attached, and outlet structure at the location indicated.

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

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

When the sediment basin 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 and trench 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. If 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 basin after each runoff event. Remove accumulated sediment as specified in Section 861.3 and repair as required or as directed.

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

Temporary Sediment Basin: Fill in excavated areas, removing embankments, riser pipe assemblies, corrugated metal pipe, and anti-seep collars, or as directed. Restore the areas as specified in Section

105.14. Satisfactorily dispose of removed materials.

Sediment Basin Located in a Permanent Stormwater Control Measure Area: Perform conversion of the temporary sediment basin 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 875—CONCRETE OUTLET STRUCTURE

Section 875.1 DESCRIPTION.