3-Addendum No2.20250828.pdf

400 One Norwegian Plaza Pottsville, PA 17901 www.benesch.com

P 570-622-4055

Y:\Pennsylvania\03XX-60S\0325-609017.40_EUT_2025_PIB_Pave\Office_Docs\Specifications\Addendum\Addendum2\Addendum No2.20250828.docx

ADDENDUM NO. 2

To: All Perspective Bidders

Date: August 28, 2025

From: Dominic J. Yannuzzi, P.E. Benesch

Subject: East Union Township – 2025 PIB Paving Project Addendum No. 2 – Project No. 0325-609017.40

Bid Receipt: Tuesday, September 2, 2025, until 12:00 noon

This Addendum forms a part of the Contract Documents and modifies the Bidding Documents dated August 2025.

Clarifications are made as follows, updated sheets are attached.

1) Updated MS-944 is uploaded. Clarifications were made to sheet 6-9

2) Unit of measure updates were made to:

a. Girard Manor Base Bid

b. Girard Manor Alternate

3) Bid forms are updated in PennBid

This Addendum is issued to all registered plan holders pursuant to the Instructions to Bidders and Conditions of the Contract. This Addendum serves to clarify, revise, and supersede information in the Project Manual, Drawings, and previously issued Addenda. Portions of the Addendum affecting the Contract Documents will be incorporated into the Contract by enumeration of the Addendum in the Owner/Contractor Agreement.

The Bidder shall acknowledge receipt of this Addendum in the appropriate space on PennBID.

End of Addendum No. 1

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ATTACHMENT 1

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

Schuylkill Municipality: Township of East Union Project Number: 0325-609017.40

LOCATION OF WORK :

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LOCATIONS (BASE BID): Girard Manor Road (From Phineyville Road south to Bridge for 3282 LF)

DESCRIPTION OF WORK:

The contractor shall restore existing pavement as marked in the field. Work required is tabulated on bid sheet for the roadways. Incidental items: sweeping of roadway, tack coating, paving notches, drives, approaches, curb reveals, sealing of joints, as necessary. Contractor to properly dispose of excavated material. Milled material can be used as shoulder back-up where needed, extra material to be delivered to Township and remains Township property.

ESCALATOR CLAUSE:( if adopted by Municipality.)

Item 1 No.

Approximate 2 Quantities

Unit

*Description

Unit 5 Price

Total

0313-0322 5,850 Superpave Asphalt Mixture Design, Base Course, PG 64S-22, < 30 Million ESALs, 25.0 mm Mix - 3" Crown Leveling - Base

0350-0120 1,100 Subbase (NO. 2A) - Widening, 4" Depth 0350-0120 100 Subbase (NO. 2A) - Shoulder Backup

4413-0195 5,850 Superpave Asphalt Mixture Design, 1.5" Wearing Course, PG 58S-28, < 0.3 Million ESALs, 9.5 mm FG Mix, SRL-L

* 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

- 3A -

4608-0001 1 Mobilization/Demobilization/Maintenance & Protection of Traffic

4686-0030 1 Construction Surveying, Type B Modified

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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

- 3A -

4608-0001 1 Mobilization/Demobilization/Maintenance & Protection of Traffic

4686-0030 1 Construction Surveying, Type B Modified

0350-0120 100 Subbase (NO. 2A) - Shoulder Backup

4432-9999 5,850 FB Modified Paving & Double Chip Seal

0350-0120 1,100 Subbase (NO. 2A) - Widening, 4" Depth

Item

1 No.

Approximate

2 Quantities

Unit

*Description

Unit

5 Price

Total

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LOCATIONS (ALTERNATE BID): Girard Manor Road (From Phineyville Road south to Bridge for 3282 LF)

DESCRIPTION OF WORK:

The contractor may bid the alternate alone without bidding other items or not bid the alternate at all if other base bids are bid upon. Alternate Stone Roads – Work to be in accordance with PennDOT 408 and PennDOT publication 447 – FB Modified Overlay.Apply an AE-P Prime Coat to the existing stone to provide a suitable surface to them place 3 ½ inch depth FB Modified Overlay applied in two lifts, the first lift will be 1 ½ inch and 2nd lift will be 2 inches. After one month install a double chip seal to all FB Modified surfaces.

This work must be completed by September 14 or completed in 2026. A minimum of 8000 SY in total will be awarded for this alternate. The amount of SY will be determined based on funds available after the bids are reviewed. The final quantity will be negotiated with the low bidder for the alternate.

ESCALATOR CLAUSE:( if adopted by Municipality.)

ATTACHMENT 1

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

Schuylkill Municipality: Township of East Union

Project Number: 0325-609017.40

LOCATION OF WORK :

County: Schuylkill Municipality: East Union Township Project No.: 0325-609017.40

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BITUMINOUS PAVING (GENERAL)

The scope of the work is to construct Asphalt Base Course/wearing course, including base repair, leveling, tack coating, sealing of joints, backup material, milling and associated work as indicated on Attachment 1. 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 tack coat the vertical edge of the paving joint as per PENNDOT Pub. 408, Section 460.

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

- All joints must have a clean edge. Asphalt may not be spread, placed, cast, shoveled on rolled asphalt material unless a edge is milled per satisfaction of the engineer.

- 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 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.

- Contractor is responsible to maintain positive drainage with the final paved product.

- The Contractor will supply the ENGINEER 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.

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

- Milled Material may be used for shoulder back-up where applicable.

- Construct normal crown pavement where practical, otherwise retain existing pavement cross slope if approved by

Engineer.

ITEM NO. 4203-9999 CLASS 1 EXCAVATION – SWALE – INCLUDES EXCAVATION, DISPOSAL, AND RIP

RAP

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

Provide all material, labor, and equipment for class 1 excavation, disposal of material, and placement of Rip Rap. All related rock excavation and disposal is incidental to this item.

Payment: LF (Linear Feet)

4223-9999 ELEVATED REINFORCED MAT GRASS SWALE

In accordance with Section 0223 of PennDOT Publication 408 in its latest revision and as follows:

Provide all material, labor, and equipment for finishing tops, reinforcing matting and seeding, and soil supplements.

Payment: SF (Square Feet)

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ITEM NO. 0313-0322 SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 30

MILLION ESALS, 25.0 MM MIX, 3” DEPTH CROWN LEVELING – BASE

In accordance with Section 0313 of PennDOT Publication 408 in its latest revision and as follows:

Provide approximately 3” depth base course to establish base layer with crown as directed by Engineer, includes any related excavation and disposal of fill material. Prior to application of the materials the road surface (Full Width) must be fine graded with a grader to take out imperfections and adjust crown/cross-slope, incidental to this pay item.

Includes incidental items listed above (such as but not limited to tack coat, paving notch, sealing, etc.)

Payment: SY (Square Yard)

ITEM NO. 0350-0120 SUBBASE (NO 2A) – WIDENING, 4” DEPTH

In accordance with Section 0350 of PennDOT Publication 408 in its latest revision and as follows:

Mill/excavate unsuitable material and widen the roadway equally on both sides to attain the width required. Include excavation, disposal of material, 4” of 2A and all related work and equipment.

ITEM NO. 4313-0322 SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 30

MILLION ESALS, 25.0 MM MIX, 4” DEPTH AND 1.5” LEVELING PG 64S-22, <0.3 MILLION ESALS, 9.5 MM

MIX, SRL-L – PAVE SHOULDER

In accordance with Section 0413 of PennDOT Publication 408 in its latest revision and as follows:

Provide approximately 4” depth base course and 1.5” depth leveling course to establish shoulder as directed by Engineer, includes excavation and disposal of fill material.

Includes incidental items listed above (such as but not limited to tack coat, paving notch, sealing, etc.)

ITEM NO. 4413-2056 SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG

64S-22, < 0.3 MILLION ESALS, 9.5 MM MIX, 1” DEPTH, SRL-L

Provide approximately 1” depth leveling course to establish crown or superelevation as directed by Engineer.

Includes incidental items listed above (such as but not limited to tack coat, paving notch, sealing, etc.)

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ITEM NO. 4413-0195 SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, < 0.3

MILLION ESALS, 9.5 MM MIX, 1.5” DEPTH, SRL-L

Provide approximately 1.5” depth leveling course to establish crown or superelevation as directed by Engineer.

Includes incidental items listed above (such as but not limited to tack coat, paving notch, sealing, etc.)

Payment: SY (Square Yards)

ITEM NO. 4413-2058 SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG

64S-22, < 0.3 MILLION ESALS, 9.5 MM MIX, 3” DEPTH, SRL-L

Provide approximately 3” depth leveling course to establish crown or superelevation as directed by Engineer.

Includes incidental items listed above (such as but not limited to tack coat, paving notch, sealing, etc.)

ITEM NO. 4413-2059 SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG

64S-22, < 0.3 MILLION ESALS, 9.5 MM MIX, 2” DEPTH, SRL-L

Provide approximately 2” depth leveling course to establish crown or superelevation as directed by Engineer.

Includes incidental items listed above (such as but not limited to tack coat, paving notch, sealing, etc.)

ITEM NO. 4413-2060 DRIVEWAY ADJUSTMENT, 1.5” WEARING

Provide all material, labor, equipment, excavation, disposal of fill, grading, 4” base, 1.5” top.

Includes incidental items listed above (such as but not limited to tack coat, paving notch, sealing, etc.)

ITEM NO. 4432-9999 FB MODIFIED PAVING & DOUBLE CHIP SEAL

In accordance with Section 0432 of PennDOT Publication 408 and PennDOT Publication 447 in its latest revision and as follows:

Provide all material, labor, and equipment for FB Modified Pavement and double chip seal per PennDOT 408. Prior to application of the materials the road surface (Full Width) must be fine graded with a grader to take out imperfections and adjust crown/cross-slope, incidental to this pay item.

Contractor to provide submittal for approval by engineer prior to order materials.

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ITEM NO. 4491-0019 MILLING OF ASPHALT PAVEMENT SURFACE, DEPTH 3”, MILLED MATERIAL

RETAINED BY TOWNSHIP

In accordance with Section 0491 of PennDOT Publication 408 in its latest revision and as follows:

Mill pavement required to remove bump in pavement and establish grades for positive drainage.

ITEM NO. 4601-0313 – 15” SLCPP STORM PIPE (IN PAVEMENT)

ITEM NO. 4601-0319 – 18” SLCPP STORM PIPE (IN PAVEMENT)

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

Pipe installation includes excavation, backfill, bedding, pavement restoration and all related items, with Item No. 0350-

0106 6” Subbase (No. 2A) and Item No. 0313-0322 4” Asphalt Base Course. Complete base repair in accordance with details in Contract Drawings. All related rock excavation and disposal is incidental to this item.

Payment: LF (Linear Feet)

ITEM NO. 4608-0001 – MOBILIZATION/DEMOBILIZATION/MAINTENANCE & PROTECTION OF

TRAFFIC

In accordance with Section 0608 of PennDOT Publication 408 in its latest revision and as follows:

See Traffic Control specification above.

ITEM NO. 4686-0030 – CONSTRUCTION SURVEYING, TYPE B MODIFIED

In accordance with Section 0686 of PennDOT Publication 408 in its latest revision and as follows:

Obtain all existing grades for locations of inlets, piping, and roadside swales. Contractor to develop proposed elevations to attain positive drainage to inlets through pipes to outlet locations. Also, all survey as related to establishing grades for paving.

Prior to ordering inlets and pipes, Contractor must review the drainage and paving layout with Engineer for concurrence.

* NOTE: The length of the work and quantity of material needed on these roadways may be reduced or increased depending on cost and budgetary constraints.

My signature signifies that I have read and understand the above conditions and special provisions to this contract, and by being authorized by this company to act as their authorized representative, and on their behalf hereby agree to adhere to any and all of the provisions pertaining to this contract.

Contractor’s Representative Date Municipality’s Representative Date

Company Municipality