4-Project Manual Pine Grove Twp 20226 Road Program.pdf

PROJECT MANUAL

2026 Road Program Pine Grove Township

Schuylkill County, Pennsylvania

Prepared For

Pine Grove Township 175 Oak Grove Road

Pine Grove, PA 17963

April 2026

Project No. 0326-609038.02

PennDOT Project No. 26-53221-01

Copyright 2026, of Alfred Benesch & Company. All rights reserved. This plan and design content is the property of Alfred Benesch & Company. Use, reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Pine Grove Township |2026 Road Program| Project Manual|i

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PENNDOT SHORT FORM DOCUMENTS

Proposal and Contract *

Attachment 1 for Proposal and Contract *

Special Provisions to Contract (Attachment 1A) *

Proposal and Contract Instructions

Attachment 2 Performance Bond

Attachment 3 Payment Bond

Attachment 4 Affidavit Accepting Provisions of the Workmen’s Comp. Act *

Attachment 5 Anti-Collusion Affidavit *

Attachment 6 Notice of Completion

Attachment 7 Insurance Requirements

Attachment 8 Certification of Bidder Regarding Equal Employment Opportunity *

OTHER EXHIBITS

Bid Bond *

Agreement of Surety *

Certificate of Compliance (CS-4171)

Nondiscrimination/Sexual Harassment Clause *

Contractor’s Statement of Compliance with CDL Testing Program *

Compliance with the Prohibition of the Illegal Alien Labor Act *

Compliance with the State Contractors Responsibility Program *

Contract Provisions Right to Know Law *

Certification of Non-Segregated Facilities *

Contractor Integrity Provisions *

Provisions Concerning the Americans with Disability Act *

Public Works Employment Verification Form *

Statement of Bidders Qualifications Form *

Wage Rates

PA1 Call

Location Map

Paving Details

PADEP GP-7 Permits

* Submit with Bid

TABLE OF CONTENTS

Pine Grove Township | 2026 Road Program

ADVERTISEMENT

Pine Grove Township - 2026 Road Program-Project No. 0326-609038.02| PennDOT Project #: 26-53222-01 ADVERTISEMENT FOR BIDS Section 001000

AD-1

ADVERTISEMENT FOR BID

SEALED BIDS for the Pine Grove Township (Schuylkill County) 2026 ROAD PROGRAM PROJECT will be received online via the PennBid Program by Pine Grove Township until Monday May 11, 2026, at 12:00 P.M. (prevailing time) and will be publicly announced during the Township Supervisors Regular Meeting scheduled on Wednesday May 13, 2026, at 6:00 P.M. Bid results will be available online at http://PennBid.bonfirehub.com following the meeting.

The Road Program project will consist of bituminous overlay, base repairs, and drainage improvements along Oak Grove Road and Trumbo Road in Pine Grove Township. The items of work are identified more specifically in the Project Specifications. A mandatory Pre-Bid meeting will be held at the Pine Grove Township Office on May 5, 2026, at 10:00 AM. The entire project will be awarded to one (1) Contractor.

All documents and project details are available at no cost at http://PennBid.bonfirehub.com

A certified check or bank draft, payable to the order of PINE GROVE TOWNSHIP, negotiable US Government Bonds (at par value), or satisfactory Bid Bond executed by the Bidder and acceptable surety in the amount of 10% of the Total Bid of construction shall be submitted with each bid.

The SUCCESSFUL BIDDER will be required to furnish and pay for satisfactory Performance and Payment Bond, each in the amount of 100% of the Contract Price with a corporate surety approved by the Owner.

Pennsylvania Wage Rates apply.

This bid is for a public works contract and bidder is therefore subject to the provisions, duties, obligations, and penalties of the Public Works Employment Verification Act, 43 P.S. 167.1-167.11. All submitted bids shall be accompanied with the Public Works Employment Verification Form.

The Owner reserves the right to waive any informality or to reject any or all items or portions thereof or to waive any technicalities and informalities in the bid for the best interest of the Owner.

No bidder shall withdraw a bid within sixty (60) days after the actual date of the Bid opening.

PINE GROVE TOWNSHIP

MR. SHELBY SATTIZAHN, CHAIRMAN

TO: POTTSVILLE REPUBLICAN, POTTSVILLE, PA

PLEASE PUBLISH ON:

1. TUESDAY, April 28, 2026

2. FRIDAY, May 1, 2026

PLEASE SEND INVOICE TO: PINE GROVE TOWNSHIP

175 OAK GROVE ROAD

PINE GROVE, PA 17963

ATTENTION: MR. SHELBY SATTIZAHN, CHAIRMAN

PLEASE SEND CONFIRMATION OF PUBLICATION TO:

CHERYL BOLICH

cbolich@benesch.com http://pennbid.bonfirehub.com/ mailto:cbolich@benesch.com

PENNDOT SHORT FORM DOCUMENTS

PROPOSAL AND CONTRACT

-1-

MS-944 03-07

DISTRICT 5-0

PROPOSAL & CONTRACT (THIS PROPOSAL INCLUDES

(WHEN EXECUTED) INSTRUCTIONS TO BIDDERS)

A. DEPOSIT OF PROPOSALS.

All Bid proposals shall be clearly marked Pine Grove Township

“2026 Road Program Proposal Bid Proposal Municipality Name and Type

Due By May 11, 2025.” 570-345-4202 Date Telephone No.

Mayanna Kroh

Secretary

Sealed Proposals will be received on or before

12:00 p.m., on Monday, May 11, 2026. 175 Oak Grove Road

Time and Date Address

Bids will be announced at approximately Pine Grove, PA 17963

6:00 p.m., on Wednesday, May 13, 2026. Proposals must be submitted online at:

Time and Date http://PennBid.bonfirehub.com

1. The contractor proposes to furnish and deliver all materials (including Form CS-4171, Certificate of Compliance and/or TR-465 Daily Bituminous Mixture Certification) and to do and perform all work on the following project as more specifically set forth in the Schedule of Prices (Attachment), in accordance with drawings and specifications on file at http://PennBid.bonfirehub.com. This form (MS-944) will serve as the proposal and contract form for the awarded contractor.

2. Requirements for bidders include the supplements and special requirements contained herein and/or attached hereto and current PennDOT specifications (Publication 408). Bidders do not need to be prequalified by PennDOT.

3. If designated as the successful bidder, the contractor will begin work on the date specified in the notice to proceed.

Or as otherwise provided in the special requirements and will complete all work on or before August 24, 2026. If all work is not completed on time, liquidated damages will be assessed at the rate of $2685.00 per additional calendar day.

4. Accompanying this proposal is a certified check or bid Bond in the amount of 10% made payable to the municipality as a proposal guarantee which, it is understood, will be forfeited in case the contractor fails to comply with the requirement of the proposal.

B. PROPOSAL OF: _____________________________________________________________________________ Name of Contractor

Address

CONTRACTOR’S CERTIFICATION

It is hereby certified as follows:

1. The only person(s) interested in this proposal as principal(s) is (are): ________________________________

2. None of the above persons are employees of the municipality.

3. This proposal is made without collusion with any other person, firm, or corporation.

4. All plans and specifications referred to above and the site of the work have been examined by the contractor. The contractor understands that the quantities indicated herein are approximate and are subject to change as may be

-2-required; and that all work is payable on the basis of the unit prices listed on the Schedule of Prices (Attachment

1).

5. The contractor will comply with all requirements of the laws and implementing regulations of the Commonwealth of Pennsylvania and the United States relating to human relations, equal opportunity and non-discrimination in employment, and will pay to workmen employed in the performance of the contract the wages to which they may be entitled.

6. The contractor will provide the municipality with a performance bond, conditioned upon the faithful performance of the contractor in accordance with the plans, specifications and conditions thereof, and a payment bond conditioned on the prompt payment of all material furnished and labor supplied or performed in the prosecution of the work, in accordance with the Public Work’s Contractors’ Bond Law of 1967; and an affidavit accepting the provisions of the Workmen’s Compensation Act of 1915, as amended.

7. “The parties agree that the relationship between the Contractor and the Municipality is one of independent contractor and not the employer/employee and that the individual employees of the Contractor who will be performing the work pursuant to this contract are not employees of the Municipality. Contractor hereby certifies, represents and warrants to the Municipality that all persons performing any aspect of the work pursuant to this

Contract who are required to have commercial driver’s license are subject to a program for drug and alcohol testing in accordance with the Omnibus Transportation Employee Testing Act of 1991 and the federal regulations adopted pursuant thereto.”

Contractor

WITNESSED OR ATTESTED BY:

BY:______________________________________

Title (Seal)

Title

SEAL

TO BE EXECUTED ONLY IN THE EVENT THE ABOVE PROPOSAL IS ACCEPTED

ACCEPTED ON:_______________________________________

Date

Municipality

ATTESTED BY:

________________________________________ BY:_______________________________________ Title Title

SEAL

ATTACHMENT 1 FOR PROPOSAL AND CONTRACT

County:

None

CY

TN

TN

EA

LS

LS

LF

LF

SUBTOTAL

0606-0150 5 Grade Adjustment of Existing Manholes (Sanitary)

0962-1000 17,854 4" White Waterborne Pavement Markings

0901-0001 1 Maintenance and Protection of Traffic During

Construction

- 3A-1 -

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

0413-0205

4203-0001 413 Milling/Excavation - 4" Avg Depth

Superpave Asphalt Mixture Design, Wearing Course,2,096

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

ESCALATOR CLAUSE:( if adopted by Municipality.)

T H

IS

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Total

Municipality:

ATTACHMENT 1

Approximate

2 Quantities

Unit

*Description

Pine Grove Township

PennDOT Number:

PG 64S-22, 10 to < 30 Million ESALs, 25.0 MM Mix, 26-53221-01

Schuylkill

For Informational Purposes Only - Please complete on PennBid

Item

1 No.

The contractor shall sawcut, excavate, and remove existing material (4" avg. depth) as directed by the township road foreman and as marked in the field; to then receive Superpave Asphalt Mixture Design, Base Course, PG 64S-22, 10 to 30 Million ESALs, 25.0 MM mix, 4" depth. An overlay will then be placed consisting of Superpave Wearing Course, PG 64S-22, < 0.3 million ESALs, 9.5 mm mix, 1-1/2”

Depth, SRL-L (21' to 22' width) and as marked in the field. The wearing item includes driveway and intersection tie-ins (average 3' beyond the edge of roadway). Complete the following items as marked in the field and as directed by township road foreman: place roll curb, install utility risers and inlet adjustment risers and/or mill pavement notches around inlet, tie-in limits for paving and driveways.

Work shall include the following incidental items: shoulder backup; sweeping of roadway; tack coating;

milling of paving notches, drives, approaches and curb reveals; and sealing of joints and utilities.

Contractor to properly dispose of milled/excavated material.

LOCATION OF WORK:

LOCATION 1 (BASE BID):

Oak Grove Road (T-886) from Township/Borough Line to 2 1/2 Mile Road (T-398) Intersection

(1.70 miles in length, average 21' width)

Benesch Number:

(1-1/2" Depth)

0326-609038.02

Superpave Asphalt Mixture Design, Base Course, (4" Depth)

0313-0637

DESCRIPTION OF WORK:

Unit

5 Price

17,854 4" Yellow Waterborne Pavement Markings0962-1005

0608-0001 1 Mobilization

PG 64S-22, < 0.3 Million ESALs, 9.5 MM Mix, SRL-L

CY

TN

TN

LS

LS

LF

LF

SUBTOTAL

- 3B-1 -

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

0962-1005 17,572 4" Yellow Waterborne Pavement Markings

0962-1000 17,572 4" White Waterborne Pavement Markings

0901-0001 1 Maintenance and Protection of Traffic During

Construction

0608-0001 1 Mobilization

(1-1/2" Depth)

0413-0205 2,053 Superpave Asphalt Mixture Design, Wearing Course, PG 64S-22, < 0.3 Million ESALs, 9.5 MM Mix, SRL-L

(4" Depth)

4203-0001 740 Milling/Excavation - 4" Avg Depth

0313-0637 1,530 Superpave Asphalt Mixture Design, Base Course, PG 64S-22, 10 to < 30 Million ESALs, 25.0 MM Mix, ESCALATOR CLAUSE:( if adopted by Municipality.)

For Informational Purposes Only - Please complete on PennBid

Item

1 No.

Approximate

2 Quantities

Unit

*Description

Unit

5 Price

Total

LOCATION OF WORK:

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Y

LOCATION 2 (BASE BID):

Oak Grove Road (T-886) from 2 1/2 Mile Road (T-398) to Darkwoods Road (T-390)

(1.70 miles in length, average 22' width)

DESCRIPTION OF WORK:

The contractor shall sawcut, excavate, and remove existing material (4" avg. depth) as directed by the township road foreman and as marked in the field; to then receive Superpave Asphalt Mixture Design, Base Course, PG 64S-22, 10 to 30 Million ESALs, 25.0 MM mix, 4" depth. An overlay will then be placed consisting of Superpave Wearing Course, PG 64S-22, < 0.3 million ESALs, 9.5 mm mix, 1-1/2”

Depth, SRL-L (22' width) and as marked in the field. The wearing item includes driveway and intersection tie-ins (average 3' beyond the edge of roadway). Complete the following items as marked in the field and as directed by township road foreman: place roll curb, install utility risers and inlet adjustment risers and/or mill pavement notches around inlet, tie-in limits for paving and driveways.

Work shall include the following incidental items: shoulder backup; sweeping of roadway; tack coating;

milling of paving notches, drives, approaches and curb reveals; and sealing of joints and utilities.

Contractor to properly dispose of milled/excavated material.

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Pine Grove Township

PennDOT Number: 26-53221-01

Benesch Number: 0326-609038.02

CY

TN

TN

TN

LF

EA

LS

SUBTOTAL

0203-0001 130 Class 1 Excavation

- 3B-2 -

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

0608-0001 1 Mobilization

Concrete Pipe

4605-2677 2 Type D-W Endwall for 27" x 42" Elliptical Reinforced

0601-6489 43 27" x 42" Elliptical Reinforced Concrete Pipe, Type A

Shore/Trench Box Horizontal, 7'- 3'

(1-1/2" Depth)

0413-0205 4 Superpave Asphalt Mixture Design, Wearing Course, PG 64S-22, < 0.3 Million ESALs, 9.5 MM Mix, SRL-L

0350-0121 13 Subbase (No.2A) (6" Depth)

(4" Depth)

ESCALATOR CLAUSE:( if adopted by Municipality.)

For Informational Purposes Only - Please complete on PennBid

Item

1 No.

Approximate

2 Quantities

Unit

*Description

0313-0637 10 Superpave Asphalt Mixture Design, Base Course, PG 64S-22, 10 to < 30 Million ESALs, 25.0 MM Mix, T H

IS

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LOCATION 2A (BASE BID):

Oak Grove Road (T-886) Culvert No.2 Replacement

(20' in length, average 22' width)

DESCRIPTION OF WORK:

The contractor shall clear site as required and install all necessary temporary Erosion Control

Features and construct the Temporary Pump Bypass system and divert flow around the construction area. The contractor shall then sawcut, excavate, and remove existing material as necessary to the project limits as outlined on plans and install the 27”x 42” Elliptical Reinforced Concrete Pipe (ERCP), Type D-W Endwalls, and upstream and downstream Rock Aprons consisting of Rock, Class R-5 choked with Natural Streambed Material. Grade swale as indicated on plans and install Temporary

Ultra Short-Term, Rolled Erosion Control Product, Type 1C (RECP 1.C). The roadway as indicated on the plans to then receive Superpave Asphalt Mixture Design, Base Course, PG 64S-22, 10 to < 30

Million ESALs, 25.0 MM mix, 4" depth. An overlay will then be placed consisting of Superpave

Wearing Course, PG64S-22, < 0.3 million ESALs, 9.5 mm mix, 1-1/2” Depth, SRL-L and as marked in the field. Stabilize all disturbed areas as indicated on the plans with proper seeding and soil supplements. Work shall include the following incidental items: shoulder backup; sweeping of roadway; tack coating; milling of paving notches, drives, approaches and curb reveals; and sealing of joints and utilities. Contractor to properly dispose of milled/excavated material.

ATTACHMENT 1

Benesch Number: 0326-609038.02

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Pine Grove Township

PennDOT Number: 26-53221-01

Unit

5 Price

Total

LOCATION OF WORK:

SY

EA

EA Pumped Water Filter Bag

LF Compost Filter Sock, 12" Diameter

LS Maintenance and Protection of Traffic During

Construction

LF 4" White Waterborne Pavement Markings

LF 4" Yellow Waterborne Pavement Markings

SY

LF Existing Pipe Extension

EA Temporary Pump Bypass System

SY Off Road Restoration

SUBTOTAL

- 3B-3 -

Rock Apron (Rock, Class R-5)

9000-0003 1

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

9000-0002 17

9000-0004 755

9000-0001 45

0962-1000 30

0962-1005 30

0901-0001 1

0867-0012 107

0855-0003 1

0849-0010 1 Rock Construction Entrance

Total

0806-0102 115 Temporary Ultra Short-Term, Rolled Erosion Control

Product, Type 1C

Item

1 No.

Approximate

2 Quantities

Unit

*Description

Unit

5 Price

Municipality: Pine Grove Township

PennDOT Number:

ESCALATOR CLAUSE:( if adopted by Municipality.)

For Informational Purposes Only - Please complete on PennBid

26-53221-01

Benesch Number: 0326-609038.02

LOCATION OF WORK:

T H

IS

P

O R

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T O

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M P

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IT

Y LOCATION 2A (BASE BID):

Oak Grove Road (T-886) Culvert No.2 Replacement

(51' in length, average 22' width)

DESCRIPTION OF WORK:

See Attachment 1, Sheet 3B-2

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill

CY

TN

TN

LS

LS

LF

LF

SUBTOTAL

LOCATION OF WORK:

T H

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LOCATION 3 (BASE BID):

Oak Grove Road (T-886) from Darkwoods Road (T-390) Intersection to Old Forge Road (T-

392)

(1.30 miles in length, average 22' width)

DESCRIPTION OF WORK:

The contractor shall sawcut, excavate, and remove existing material (4" avg. depth) as directed by the township road foreman and as marked in the field; to then receive Superpave Asphalt Mixture Design, Base Course, PG 64S-22, 10 to 30 Million ESALs, 25.0 MM mix, 4" depth. An overlay will then be placed consisting of Superpave Wearing Course, PG 64S-22, < 0.3 million ESALs, 9.5 mm mix, 1-1/2”

Depth, SRL-L (22' width) and as marked in the field. The wearing item includes driveway and intersection tie-ins (average 3' beyond the edge of roadway). Complete the following items as marked in the field and as directed by township road foreman: place roll curb, install utility risers and inlet adjustment risers and/or mill pavement notches around inlet, tie-in limits for paving and driveways.

Work shall include the following incidental items: shoulder backup; sweeping of roadway; tack coating;

milling of paving notches, drives, approaches and curb reveals; and sealing of joints and utilities.

Contractor to properly dispose of milled/excavated material.

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Pine Grove Township

PennDOT Number: 26-53221-01

Benesch Number: 0326-609038.02

ESCALATOR CLAUSE:( if adopted by Municipality.)

For Informational Purposes Only - Please complete on PennBid

Item

1 No.

Approximate

2 Quantities

Unit

*Description

Unit

5 Price

Total

4203-0001 170 Milling/Excavation - 4" Avg Depth

0313-0637 345 Superpave Asphalt Mixture Design, Base Course, PG 64S-22, 10 to < 30 Million ESALs, 25.0 MM Mix, (4" Depth)

0413-0205 1,588 Superpave Asphalt Mixture Design, Wearing Course, PG 64S-22, < 0.3 Million ESALs, 9.5 MM Mix, SRL-L

(1-1/2" Depth)

0608-0001 1 Mobilization

0901-0001 1 Maintenance and Protection of Traffic During

Construction

0962-1000 13,684 4" White Waterborne Pavement Markings

0962-1005 13,684 4" Yellow Waterborne Pavement Markings

- 3C-1 -

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

CY

TN

TN

TN

LF

LF

EA

EA

EA

EA

SUBTOTAL

0203-0001 35 Class 1 Excavation

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

- 3C-2 -

4605-2630 1 Type E-S Endwall for 38" x 60" Elliptical Reinforced

Concrete Pipe

0605-2850 1 Standard Inlet Box, Height </= 10'

0605-2731 1 Type M Concrete Top Unit and Bicycle Safe Grate

4605-2600 1 Type D Endwall for 38" x 60" Elliptical Reinforced

Concrete Pipe

0601-6492 44 38" x 60" Elliptical Reinforced Concrete Pipe, Type A

Shore/Trench Box Horizontal, 7'- 3'

0601-0353 105 18" Thermoplastic Pipe, Group III, 8'-2' Fill

0413-0205 5 Superpave Asphalt Mixture Design, Wearing Course, PG 64S-22, < 0.3 Million ESALs, 9.5 MM Mix, SRL-L

(1-1/2" Depth)

(4" Depth)

0350-0121 17 Subbase (No.2A) (6" Depth)

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LOCATION 3A (BASE BID):

Oak Grove Road (T-886) Culvert No.3 Replacement

(20' in length, average 22' width)

DESCRIPTION OF WORK:

The contractor shall clear site as required and install all necessary temporary Erosion Control

Features and construct the Temporary Pump Bypass system and divert flow around the construction area. The contractor shall then sawcut, excavate, and remove existing material as necessary to the project limits as outlined on plans and install the 38”x 60” Elliptical Reinforced Concrete Pipe (ERCP), 18” Thermoplastic Pipe and upstream Type M Inlet, Type D and Type E-S Endwalls, and upstream and downstream Rock Aprons consisting of Rock, Class R-5 choked with Natural Streambed

Material. The roadway as indicated on the plans to then receive Superpave Asphalt Mixture Design, Base Course, PG 64S-22, 10 to < 30 Million ESALs, 25.0 MM mix, 4" depth. An overlay will then be placed consisting of Superpave Wearing Course, PG64S-22, < 0.3 million ESALs, 9.5 mm mix, 1-

1/2” Depth, SRL-L and as marked in the field. Stabilize all disturbed areas as indicated on the plans with proper seeding and soil supplements. Work shall include the following incidental items: shoulder backup; sweeping of roadway; tack coating; milling of paving notches, drives, approaches and curb reveals; and sealing of joints and utilities. Contractor to properly dispose of milled/excavated material.

ATTACHMENT 1

ESCALATOR CLAUSE:( if adopted by Municipality.)

For Informational Purposes Only - Please complete on PennBid

Item

1 No.

Approximate

2 Quantities

Unit

*Description

0313-0637 12 Superpave Asphalt Mixture Design, Base Course, PG 64S-22, 10 to < 30 Million ESALs, 25.0 MM Mix, Benesch Number: 0326-609038.02

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Pine Grove Township

PennDOT Number: 26-53221-01

Unit

5 Price

Total

LOCATION OF WORK:

LS

EA

EA

LS Maintenance and Protection of Traffic During

LF

LF

SY

EA

SY

LS

SUBTOTAL* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

- 3C-3 -

9000-0004 373 Off Road Restoration

9000-0005 1 Stone Wall Repair

9000-0003 1 Temporary Pump Bypass System

9000-0001 37 Rock Apron (Rock, Class R-5)

0962-1005 40 4" Yellow Waterborne Pavement Markings

0962-1000 40 4" White Waterborne Pavement Markings

0901-0001 1

Construction

0608-0001 1 Mobilization

0855-0003 1 Pumped Water Filter Bag

0860-0000 1 Inlet Filter Bag for Type M Inlet

ESCALATOR CLAUSE:( if adopted by Municipality.)

For Informational Purposes Only - Please complete on PennBid

Item

1 No.

Approximate

2 Quantities

Unit

*Description

Unit

5 Price

Total

LOCATION OF WORK:

T H

IS

P

O R

T

M P

L E

T E

D

B Y

T

N

IC

IP

A

L

IT

Y LOCATION 3A (BASE BID):

Oak Grove Road (T-886) Culvert No.3 Replacement

(20' in length, average 22' width)

DESCRIPTION OF WORK:

See Attachment 1, Sheet 3C-2

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Pine Grove Township

LS

CY

TN

TN

TN

LF

SUBTOTAL

0203-0001 40 Class 1 Excavation

- 3D-1 -

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

0601-6493 47 43" x 68" Elliptical Reinforced Concrete Pipe, Type A

Shore/Trench Box Horizontal, 7'- 3'

(1-1/2" Depth)

0413-0205 6 Superpave Asphalt Mixture Design, Wearing Course

PG 64S-22, < 0.3 Million ESALs, 9.5 mm Mix, SRL-L

0350-0121 21 Subbase (No.2A) (6" Depth)

(4" Depth)

0201-0001 1 Clearing and Grubbing

0313-0637 15 Superpave Asphalt Mixture Design, Base Course

PG 64S-22, 10 to < 30 Million ESALs, 25.0 mm Mix

ESCALATOR CLAUSE:( if adopted by Municipality.)

For Informational Purposes Only - Please complete on PennBid

Item

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LOCATION 2B (ALTERNATE NO.1):

Oak Grove Road (T-886) Culvert No.1 Replacement

(20' in length, average 22' width)

DESCRIPTION OF WORK:

The contractor shall clear site as required and install all necessary temporary Erosion Control

Features and construct the Temporary Pump Bypass system and divert flow around the construction area. The contractor shall then sawcut, excavate, and remove existing material as necessary to the project limits as outlined on plans and install the 43”x 68” Elliptical Reinforced Concrete Pipe

(ERCP), Type D-W Endwalls, and upstream and downstream Rock Aprons consisting of Rock, Class

R-5 choked with Natural Streambed Material. The roadway as indicated on the plans to then receive

Superpave Asphalt Mixture Design, Base Course, PG 64S-22, 10 to < 30 Million ESALs, 25.0 MM mix, 4" depth. An overlay will then be placed consisting of Superpave Wearing Course, PG64S-22, <

0.3 million ESALs, 9.5 mm mix, 1-1/2” Depth, SRL-L and as marked in the field. Stabilize all disturbed areas as indicated on the plans with proper seeding and soil supplements. Clearing and grubbing shall include tree removal (2 trees to be expected). Work shall include the following incidental items: shoulder backup; sweeping of roadway; tack coating; milling of paving notches, drives, approaches and curb reveals; and sealing of joints and utilities. Contractor to properly dispose of milled/excavated material.

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Pine Grove Township

EA

LS

EA

LS

LF

LF

SY

LF

EA

SY

SUBTOTAL

9000-0002 40 Existing Pipe Extension

- 3D-2 -

9000-0004 314 Off Road Restoration

9000-0003 1 Temporary Pump Bypass System

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

9000-0001 57 Rock Apron (Rock, Class R-5)

0962-1005 40 4" Yellow Waterborne Pavement Markings

0962-1000 40 4" White Waterborne Pavement Markings

Construction

0901-0001 1 Maintenance and Protection of Traffic During

0608-0001 1 Mobilization

4605-2620 2 Type D-W Endwall for 43" x 68" Elliptical Reinforced

Concrete Pipe

0855-0003 1 Pumped Water Filter Bag

ESCALATOR CLAUSE:( if adopted by Municipality.)

For Informational Purposes Only - Please complete on PennBid

Item

1 No.

Approximate

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Unit

*Description

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Oak Grove Road (T-886) Culvert No.1 Replacement

(20' in length, average 22' width)

DESCRIPTION OF WORK:

See Attachment 1, Sheet 3H

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Pine Grove Township

CY

TN

TN

LS

LS

LF

LF

SUBTOTAL

- 3E-1 -

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

0962-1005 8,492 4" Yellow Waterborne Pavement Markings

0962-1000 8,492 4" White Waterborne Pavement Markings

0901-0001 1 Maintenance and Protection of Traffic During

Construction

0608-0001 1 Mobilization

(1-1/2" Depth)

0413-0205 985 Superpave Asphalt Mixture Design, Wearing Course, PG 64S-22, < 0.3 Million ESALs, 9.5 MM Mix, SRL-L

(4" Depth)

4203-0001 221 Milling/Excavation - 4" Avg Depth

0313-0637 456 Superpave Asphalt Mixture Design, Base Course, PG 64S-22, 10 to < 30 Million ESALs, 25.0 MM Mix, ESCALATOR CLAUSE:( if adopted by Municipality.)

For Informational Purposes Only - Please complete on PennBid

Item

1 No.

Approximate

2 Quantities

Unit

*Description

Unit

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Total

LOCATION OF WORK:

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LOCATION 4 (ALTERNATE NO.2):

Oak Grove Road (T-886) from Old Forge Road (T-392) Intersection to SR 443

(0.80 miles in length, average 22' width)

DESCRIPTION OF WORK:

The contractor shall sawcut, excavate, and remove existing material (4" avg. depth) as directed by the township road foreman and as marked in the field; to then receive Superpave Asphalt Mixture Design, Base Course, PG 64S-22, 10 to 30 Million ESALs, 25.0 MM mix, 4" depth. An overlay will then be placed consisting of Superpave Wearing Course, PG 64S-22, < 0.3 million ESALs, 9.5 mm mix, 1-1/2”

Depth, SRL-L (22' width) and as marked in the field. The wearing item includes driveway and intersection tie-ins (average 3' beyond the edge of roadway). Complete the following items as marked in the field and as directed by township road foreman: place roll curb, install utility risers and inlet adjustment risers and/or mill pavement notches around inlet, tie-in limits for paving and driveways.

Work shall include the following incidental items: shoulder backup; sweeping of roadway; tack coating;

milling of paving notches, drives, approaches and curb reveals; and sealing of joints and utilities.

Contractor to properly dispose of milled/excavated material.

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Pine Grove Township

CY

TN

TN

LS

LF

SUBTOTAL

0962-1005 11,130 4" Yellow Waterborne Pavement Markings

Construction

0901-0001 1 Maintenance and Protection of Traffic During

0413-6067 330 Superpave Asphalt Mixture Design, Binder Course, PG 64S-22, 10 to 30 Million ESALs, 19.0 MM Mix, (3" Depth)

PG 64S-22, < 0.3 Million ESALs, 9.5 MM Mix, SRL-L

(1-1/2" Depth)

0413-0205 1,330 Superpave Asphalt Mixture Design, Wearing Course,

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

- 3F-1 -

4203-0001 160

ESCALATOR CLAUSE:( if adopted by Municipality.)

For Informational Purposes Only - Please complete on PennBid

Milling/Excavation - 3" Avg Depth

Item

1 No.

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Unit

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LOCATION OF WORK:

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LOCATION 5 (ALTERNATE NO.3):

Trumbo Road (T-396) from SR 0443 to Oak Grove Road (T-886)

(1.10 miles in length, average 20' width)

DESCRIPTION OF WORK:

The contractor shall sawcut, excavate, and remove existing material (3" avg. depth) as directed by the township road foreman and as marked in the field; to then receive Superpave Asphalt Mixture Design, Base Course, PG 64S-22, 10 to 30 Million ESALs, 25.0 MM mix, 3" depth. An overlay will then be placed consisting of Superpave Wearing Course, PG 64S-22, < 0.3 million ESALs, 9.5 mm mix, 1-1/2”

Depth, SRL-L (20' to 25' width) and as marked in the field. The wearing item includes driveway and intersection tie-ins (average 3' beyond the edge of roadway). Complete the following items as marked in the field and as directed by township road foreman: place roll curb, install utility risers and inlet adjustment risers and/or mill pavement notches around inlet, tie-in limits for paving and driveways.

Work shall include the following incidental items: shoulder backup; sweeping of roadway; tack coating;

milling of paving notches, drives, approaches and curb reveals; and sealing of joints and utilities.

Contractor to properly dispose of milled/excavated material.

Unit

5 Price

Total

Benesch Number: 0326-609038.02

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Pine Grove Township

CY

TN

SUBTOTAL

PG 64S-22, 10 to < 30 Million ESALs, 25.0 MM Mix,

- 3G-1 -

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

4203-0001 270 Milling/Excavation - 4" Avg Depth

(4" Depth)

0313-0637 500 Superpave Asphalt Mixture Design, Base Course, ESCALATOR CLAUSE:( if adopted by Municipality.)

For Informational Purposes Only - Please complete on PennBid

Item

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LOCATION 6 (ALTERNATE NO.4):

As-Directed Base Repairs on Oak Grove Road (T-886) from Township Line to SR 443

(5.50 miles in length, average 22' width)

DESCRIPTION OF WORK:

As-directed, the contractor shall sawcut, excavate, and remove existing material (4" avg. depth) as marked in the field prior to construction; to then receive Superpave Asphalt Mixture Design, Base

Course, PG 64S-22, 10 to 30 Million ESALs, 25.0 MM mix, 4" depth. Work shall include the following incidental items: sweeping of roadway; tack coating; milling of paving notches. Contractor to properly dispose of milled/excavated material. Quantity may be less than the maximum indicated below based on available funding. Quantities will be defined prior to construction.

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Pine Grove Township

SPECIAL PROVISIONS TO CONTRACT

(ATTACHMENT 1A)

County: Schuylkill Municipality: Pine Grove Township Project No.: 26-53221-01

-4-

Attachment 1-A

SPECIFICATIONS AND SPECIAL PROVISIONS TO CONTRACT MS-944

CONTAINS IMPORTANT INFORMATION FOR THE CONTRACTOR

The Prime Contractor and Subcontractors must comply with all of the following provisions:

TRAFFIC CONTROL

- Traffic Control and Safety Devices to be provided by the Contractor. (Maintenance and Protection of Traffic to comply with current MUTCD, PennDOT Publication 212 and PennDOT Publication 213.)

- The Contractor may temporarily close roads where practical and must provide all roads closed and detour signs as per

Pub. 213. Road closures must be pre-approved by the Township Roadmaster or his Representative.

- Half width paving and associated traffic control is required unless otherwise agreed to by the Township or its

Representative and as follows:

- Detours are permitted for pipe replacements (Locations 2A, 2B, and 3A) in accordance with the Traffic Control

Plans.

GENERAL

-- For further information regarding the project, please submit questions through PennBid by 12:00 PM May 7, 2026.

- A pre-bid meeting will be mandatory and the Contractor’s and any Sub-Contractor’s onsite foreman must attend. The pre-bid meeting will be held at the Pine Grove Township office on May 5, 2026, at 10:00 AM.

- Delivery tickets for all materials is required.

- CS-4171 Certificate of Compliance is required for all materials.

- The Bidder must supply certified truck weight slips for bituminous material and aggregate used on the job.

- No payments will be made until the bidder has supplied all required designs, delivery slips and certifications.

- The Contractor shall notify the Municipality five (5) calendar days prior to the start of the project.

- Work schedule must be coordinated with the Municipality and must be completed by August 24, 2026.

- Work to be completed between June 3, 2026, and August 24, 2026. After August 24, 2026, liquidated damages apply at the rate of $2685.00 per calendar day.

- Roadway to be power broomed by the Contractor prior to start of project.

- Excess construction materials are to be removed by the Contractor.

- Municipality will inspect the project.

- Need Bill of Lading for each shipment of bituminous material per Section 702.1(c) of PENNDOT Specifications Form

408.

- Completion of NON-COLLUSION AFFIDAVIT required.

- Incidental preparation and clean up required. (Project Construction Materials)

- Contractor is responsible for defects that occur within one year of applications.

- Final Completion Certificate, “MS-NCP Notice of Completion” is required at the completion of the project.

- Future award of Contracts will be based on quality of work as determined by the Municipality.

- Bidders must be PENNDOT prequalified.

- Contractor to supply proof of CDL Drug and Alcohol Compliance upon award of the bid.

- The successful bidder must provide a 100% Performance Bond and a 100% Payment Bond within 20 days of the award of the contract.

- The Municipality intends to award the contract to one bidder; bidders need to bid on all items.

- The Municipality reserves the right to accept or reject any and or all proposals or portions thereof, and to delete projects and/or portions of the project depending on budgetary constraints.

- A Fuel surcharge will not apply to this contract.

PENNSYLVANIA PREVAILING WAGES

PA Prevailing Wages apply to this project.

-5-

Attachment 1-A

UTILITY COORDINATION

Contractor is required to coordinate and verify vibratory restrictions for underground facilities at each project location. No vibratory rolling will be permitted over the City of Lebanon Authority’s right-of-way crossing Oak Grove Road near

Jarrett Lane.

INSURANCE REQUIREMENTS

The awarded contractor shall purchase and maintain, at its expense, during the term of this contract and any renewals or extensions thereof, insurance issued by companies acceptable to the Municipality. See the INSURANCE

REQUIREMENTS attachment.

PUBLIC WORK EMPLOYMENT VERIFICATION ACT

General. In accordance with Act 127 of 2012, known as the Public Works Employment Verification Act (“the Act”), effective January 1, 2013, 43 P.S. §§167.1-167.11, the Contractor shall use the Federal Government’s E-Verify system to ensure that all employees performing work on the project, including subcontractor’s employees, are authorized to work in the United States.

Verification Form. The Contractor shall verify the employment eligibility of each new employee hired after January 1, 2013 and submit the Commonwealth Public Works Employment Verification Form (“Form”) included in the bid package attachments to the Municipality.

Contractor. Mail the Form, signed by an authorized representative of the Contractor to the Municipality along with the

Performance and Payment Bonds as specified by the contract documents. Failure or refusal to provide the Form will be considered a refusal to comply with bidding requirements, will result in rejection of the bid, and may subject the

Contractor to the enforcement activities, sanctions and civil penalties specified in the Act.

Subcontractor. The Prime Contractor will obtain a Form signed by an authorized representative of any subcontractor performing work on the project, possessing sufficient knowledge to make the representations and certifications on the

Form. The Prime Contractor shall submit the Form to the Municipality prior to requesting subcontractor approval and before the subcontractor performs any work. Failure or refusal to provide the Form will be considered a refusal to comply with subcontractor approval requirements, will result in rejection of the subcontractor request, and may subject the subcontractor to the enforcement activities, sanctions and civil penalties specified in the Act.

The Prime Contractor shall include information about the requirements of the Act in all subcontracts.

Department of General Services. The Department of General Services is the Commonwealth agency responsible for enforcement and administration of the Act. Please direct questions about the Act to:

Department of General Services Public Works

Employment Verification Compliance Office

Room 105 Tent Building

18th and Herr Streets

Harrisburg, PA 17125

Fax: 717-214-3669

-6-

BITUMINOUS PAVING

These items are incidental to placement of paving unless otherwise noted.

- The Contractor is to remove excess material.

- Complete all testing in accordance with PENNDOT Specifications Pub 408 Section 413, Latest Edition.

- The Contractor will provide a bill of lading and a signed CS-4171 for each type of material.

- Saw cut or Milled Paving Notch (RC-28M) is required and is incidental to paving.

- Tack Coat is required per Section 460 of PennDOT Specifications Pub 408 and is incidental to paving.

- The Contractor will saw cut the paving notch and excavate out the subbase material needed to provide a proper overlay transition as per PENNDOT Pub. 72M, Standards for Roadway Construction, RC-28M.

- Milling of tie-ins and driveway notches are to be done as directed and in a fashion that maintains the shoulder slope and provides a smooth transition from the driveways to the shoulder.

- The Contractor will supply the TOWNSHIP with Bituminous Mix Design which meets PennDOT Specifications

Form 408 prior to receiving the Notice to Proceed.

- Bituminous Delivery tickets must contain the Job Mix Number (CAMMS No.) from the appropriate bituminous design.

- Bituminous Material Certifications must contain the Job Mix Number (CAMMS No.) from the appropriate bituminous design.

- The Contractor will place the specified type and depth of material (all depths are compacted in place) indicated in the

Schedule of Prices. This material will conform to PENNDOT Pub. 408, Section 413, Latest Edition except Marshall

Testing that is not required. The Contractor will provide delivery tickets and a daily bituminous material certification on a TR-465 or an approved CS-4171 form for each day's placement of bituminous material.

- The Contractor will seal joints using materials specified in PENNDOT Pub. 408, Section 413, Latest Edition.

- Retain existing pavement cross slope unless otherwise noted.

- Backup material (topsoil in lawn areas and subbase or milled material in other areas) is incidental to wearing course.

- Milled material may be used for shoulder back-up where applicable

INLETS AND MANHOLES

- Work shall be done in accordance with Section 605 “Endwalls, Inlets, Manholes, and Spring Boxes” of PENNDOT

Pub. 408 in its latest revision. Inlet information shown on plans or otherwise provided is for information only.

Contractor shall field measure existing inlets prior to ordering materials and shall be responsible for providing adequately sized inlets and installing inlets to accommodate existing pipes, including inlet openings, fittings, grouting, etc. to connect such pipes. Excavation, removal of existing pipe, minor pipe extensions (up to 2’ in length) including couplings and backfill are incidental to each item. Contractor must supply a completed CS-4171 for all inlet boxes.

The CS-4171 form may contain a statement that indicates the products meet the Departments’ specifications with the exception that they were not expected at the plant. Seeding and soil supplements to reestablish a lawn area for inlets in grass areas is incidental.

DRAINAGE PIPE

- Work shall be done in accordance with Section 601 “Pipe Culverts”, Section 616 “End Sections and Slope Pipe

Fittings”, Section 804 “Seeding and Soil Supplements,”, Section 805 “Mulching”, and Section 850 “Rock Lining” of

PENNDOT Pub. 408 and Standards of Roadway Construction in their latest revisions. Excavation, pipe bedding, backfill, erosion control, and connection to the existing inlet are incidental to the pipe item.

- Materials shall be certified using a CS-4171 or MS-447A Certificate of Compliance form.

-7-

ITEM NO. 4203-0001 MILLING/EXCAVATION (4” AVG. DEPTH)/ (3” AVG. DEPTH)

In accordance with Sections 0203 of PennDOT Publication 408 in its latest revision and as follows:

Description: Milling or excavating of existing pavement to a 4” or 3” average depth as indicated.

Construction: All items of work necessary to remove existing pavement material.

Unit of Measurement: CUBIC YARD (CY)

ITEM NO. 4605-2600 TYPE D ENDWALL FOR 38” X 60” ELLIPTICAL REINFORCED CONCRETE PIPE

In accordance with Sections 0605 of PennDOT Publication 408 in its latest revision and as follows:

Description: Installation of Type D Endwall for 38” x 60” Elliptical Reinforced Concrete Pipe and 18” drainage pipe.

Construction: All items of work necessary to install Type D Endwall with pipe openings for an 18” drainage pipe and elliptical cross culvert.

Unit of Measurement: EACH (EA)

ITEM NO. 4605-2630 TYPE E-S ENDWALL FOR 38” X 60” ELLIPTICAL REINFORCED CONCRETE PIPE

Description: Installation of Type E-S Endwall for 38” x 60” Elliptical Reinforced Concrete Pipe in accordance with project plan detail.

Construction: All items of work necessary to install Type E-S Endwall.

ITEM NO. 4605-2620 TYPE D-W ENDWALL FOR 43” X 68” ELLIPTICAL REINFORCED CONCRETE PIPE

Description: Installation of Type D-W Endwall for 43” x 68” Elliptical Reinforced Concrete Pipe.

Construction: All items of work necessary to install Type D-W Endwall.

ITEM NO. 4605-2677 TYPE D-W ENDWALL FOR 27” X 42” ELLIPTICAL REINFORCED CONCRETE PIPE

Description: Installation of Type D-W Endwall for 27” x 42” Elliptical Reinforced Concrete Pipe.

Construction: All items of work necessary to install Type D-W Endwall.

-8-

ITEM NO. 9000-0001 ROCK APRON

In accordance with Sections 0203, 0212, and 0850 of PennDOT Publication 408 in its latest revision and as follows:

Description: Excavate to a 27” depth and place Geotextile, Rock, Class R-5, choked with Natural Streambed material as outlined on plans.

Material:

• Class 1 Excavation to a 27” depth

• Rock, Class R-5, 27” Depth

• Excavated Steambed Material

• Geotextile, Class 4, Type A

Construction: All items of work necessary to excavate stream channel and install; Geotextile, Class 4, Type A, Rock, Class R-5 choked with Natural Streambed Material.

Unit of Measurement: SQUARE YARD (SY)

ITEM NO. 9000-0002 EXISTING PIPE EXTENSION

In accordance with Sections 0203 and 0601 of PennDOT Publication 408 in its latest revision and as follows:

Description: Locate, excavate, and extend an existing 10” overflow pipe at Culvert No.2 to proposed rock apron, and two existing unknown size house drain pipes at Culvert No.1 to proposed rock apron as outlined on plans. Ensure positive flow into rock aprons.

• Class 1 Excavation

• PVC pipe or pipe material approved by Township Roadmaster or Township Representative

• Pipe fittings required for extension

Construction: All items of work necessary to excavate, locate and install pipe extensions at Culvert No.1 and Culvert

No.2.

Unit of Measurement: LINEAR FEET (LF)

ITEM NO. 9000-0003 TEMPORARY BYPASS SYSTEM

In accordance with PennDOT Publication 408 and Standards of Roadway Construction in their latest revisions and as follows:

Description: Temporarily block stream channel and pump water around construction site.

• Upstream and Downstream Cofferdams

• Temporary bypass pump

Construction: All items of work necessary to temporarily block upstream and downstream channels during construction and pump water from upstream across Oak Grove Road to the downstream channel below all construction work.

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ITEM NO. 9000-0004 OFF-ROAD RESTORATION

In accordance with PennDOT Publication 0203, 0802, 0804 and Standards of Roadway Construction in their latest revisions and as follows:

Description: Off-road restoration for disturbed areas during construction.

• Topsoil Furnished and Placed

• Seeding – Formula T Temporary Grass Mix, Including Mulch

• Seeding and Soil Supplements – Formula B Residential Mix, Including Mulch

• Seeding and Soil Supplements – Formula W Wetland Conservation Mix, Including Mulch

Construction: All items of work necessary to restore disturbed off-road areas after construction.

Unit of Measurement: SQUARE YARD (SY)

ITEM NO. 9000-0005 STONE WALL REPAIR

In accordance with PennDOT Publication 408 and Standards of Roadway Construction in their latest revisions and as follows:

Description: Work necessary to remove existing rock (1’-2’ diameter) wall and construct new wall utilizing existing rock

(1’-2’ diameter) connecting to the Type E-S Endwall at Culvert No.3.

• Class 1 Excavation

• Subbase (No.2A), Section 350.2

Construction: Excavate/salvage existing rock wall and subbase/subgrade to bottom of proposed Type E-S Endwall elevation. The existing wall is constructed with five courses of rock (1’-2’ diameter) the total wall height is approximately 4’. Move soil and relocate plantings if necessary. Provide 6” of compacted stone base below wall.

Construct proposed wall with existing rock in relation to the proposed Type E-S Endwall. Set the top elevation of the reconstructed wall to equal existing. The approximate length of reconstructed rock wall is 8’ in length.

Unit of Measurement: LUMP SUM (LS)

-10-

Attachment 1-A

GENERAL DESCRIPTION OF WORK

1. LOCATION 1 (BASE BID): Oak Grove Road (T-886) from Township/Borough Line to 2 1/2 Mile Road (T-398)

Intersection

(1.70 miles in length, average 21' width)

The contractor shall sawcut, excavate, and remove existing material (4" avg. depth) as directed by the township road foreman and as marked in the field; to then receive Superpave Asphalt Mixture Design, Base Course, PG 64S-22, 10 to 30

Million ESALs, 25.0 MM mix, 4" depth. An overlay will then be placed consisting of Superpave Wearing Course, PG

64S-22, < 0.3 million ESALs, 9.5 mm mix, 1-1/2” Depth, SRL-L (21' to 22' width) and as marked in the field. The wearing item includes driveway and intersection tie-ins (average 3' beyond the edge of roadway). Complete the following items as marked in the field and as directed by township road foreman: place roll curb, install utility risers and inlet adjustment risers and/or mill pavement notches around inlet, tie-in limits for paving and driveways. Work shall include the following incidental items: shoulder backup; sweeping of roadway; tack coating; milling of paving notches, drives, approaches and curb reveals; and sealing of joints and utilities. Contractor to properly dispose of milled/excavated material.

2. LOCATION 2 (BASE BID): Oak Grove Road (T-886) from 2 1/2 Mile Road (T-398) to Darkwoods Road (T-390)

(1.70 miles in length, average 22' width)

The contractor shall sawcut, excavate, and remove existing material (4" avg. depth) as directed by the township road foreman and as marked in the field; to…