2-2026-04-10 - MS-944 for Water Main Break Restoration Addendum 1.pdf

WATER MAIN BREAK RESTORATION APRIL 2026

WEST EARL TOWNSHIP LCEC PROJECT NO: 53-136

ADDENDA 009113 - 1

DOCUMENT 009113 - ADDENDA

1.1 PROJECT INFORMATION

A. Project Name: Water Main Break Restoration.

B. Owner: West Earl Township

C. Owner Project Number: n/a.

D. Engineer: Lancaster Civil Engineering Co.

E. Engineer Project Number: 53-136.

F. Date of Addendum: April 10, 2026.

1.2 NOTICE TO BIDDERS

A. This Addendum is issued to all registered plan holders in PennBID pursuant to the Instructions to Bidders. This Addendum serves to clarify, revise, and supersede information in the Project

Manual, Drawings, and any 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.

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

1.3 ATTACHMENTS

A. This Addendum includes the following attached Documents and Specification Sections:

1. MS-944 Proposal & Contract for Water Main Break Restoration, dated 4/10/2026, revised sheets only.

1.4 REVISIONS TO PREVIOUS ADDENDA

A. There are no revisions to prior addenda.

1.5 REVISIONS TO DIVISION 00 PROCUREMENT REQUIREMENTS AND CONTRACTING

REQUIREMENTS

A. Attachment 1 – Proposal & Contract MS-944, (reissued).

1. Schedule of Prices: Item #8 added (2A Stone). Also added in PennBid.

B. Special Provisions, (reissued).

1. Paragraph 5.a: Revised to specify temporary pavement depth of 8” to 11”.

2. Paragraph 10: Added to address the installation of 2A stone needed prior to paving.

WATER MAIN BREAK RESTORATION APRIL 2026

WEST EARL TOWNSHIP LCEC PROJECT NO: 53-136

ADDENDA 009113 - 2

C. Water Main Break Sketch Plan (reissued).

1. Revised to show temporary pavement depth varies from 8” to 11”.

D. Pavement Restoration Detail (reissued).

1. Revised to clarify that additional 2A stone be installed as needed.

END OF DOCUMENT 009113

County:

LS Mobilization

LS

SY

SY

SF

LF

EA

TON

SUBTOTAL

EACH MUST BE INCLUDED.

Project Number: 53-136

LOCATION OF WORK:

5 80 Cement Concrete Sidewalk

Superpave Base Course, PG 64S-22, 0.3 to 3 million ESALs, 25.0mm, 6” Depth, including temporary pavement removal

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Intersection of S.R. 0772 (S. State Street) and Locust Street (T-795) in West Earl Township.

DESCRIPTION OF WORK:

As indicated below and in Attachment 1-A, Special Conditions, Highway Occupancy Permit, Details, and the Sketch Plan.

Total

SCHEDULE OF PRICES

ATTACHMENT 1

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

Lancaster Municipality: West Earl Township

- 3 -

Maintenance and Protection of Traffic 2 1

3 175

* 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

BID TOTAL FOR A NON OPTION / PHASE BID

4 251

Superpave Wearing Course, PG 64S-22, 0.3 to 3 million ESALs, 12.5 mm, SRL-E, 2” Depth, including milling & pavement markings

OPTION 3 OR PHASE 3 BID TOTAL

ESCALATOR CLAUSE:( if adopted by Municipality.)

The Municipality has not adopted an escalator clause.

Item

1 No.

Approximate

2 Quantities

Unit

*Description

Unit

5 Price

40 Plain Cement Concrete Curb

Subbase, #2A Stone

OPTION 1 OR PHASE 1 BID TOTAL

OPTION 2 OR PHASE 2 BID TOTAL

Inlet Box Replacement, including all pipe reconnections

Water Main Break Restoration

West Earl Township

Special Provisions

1. COMPLETION OF WORK: After starting work, the contractor shall work continuously, utilizing not less than the normal five (5) day week, excluding holidays, unless otherwise stated. He/She shall at no time cease operations for any reason other than inclement weather without the express permission of the

Engineer. Upon completion of the work, the contractor must supply to the municipality a completed MS-

NCP, Notice of Completion form, along with any other necessary supporting documents. This information should be supplied to the municipality within one month of completing the work.

2. SITE RESTORATION: The site restoration shall consist of the following work: (a) protect existing surfaces to the extent possible during construction and clean to existing conditions at a minimum; (b) grading adjoining ground to 4:1 max slopes; (c) furnishing and placing topsoil, seed, mulch and soil supplements in all areas of earth disturbance and all areas where concrete, asphalt, or stone is removed and not replaced; (d) prompt removal of debris and all site cleanup. The site restoration area shall include all areas disturbed as part of the water main repair and as part of this restoration work. All seeded areas must be fully established, free of weeds and surface irregularities, with coverage exceeding 70 percent.

Any re-seeding shall be completed as deemed necessary during the contract and maintenance period.

Payment for this item of work will be incidental to the contract.

3. MOBILIZATION: Mobilization and demobilization, assembling and setting up for all items of work, PA One

Call, storage areas (locations to be pre-approved with Township), sanitary and other facilities, as required by local and State laws and regulations. The cost of local permits and/or any other initial expense required for the start of work will be included in this item; including all required coordination and testing for the associated HOP permit, the submission of Shop Drawings and record drawings to the Borough

Engineer. The bid will be based on a lump sum basis to be paid based on the percentage of completion submitted. Once the project reaches 75% complete, the mobilization will be paid in full.

4. MAINTENANCE AND PROTECTION OF TRAFFIC: The maintenance of traffic will be the responsibility of the contractor. This includes all labor, materials and equipment necessary to maintain public roadway and pedestrian traffic, including flaggers, control and safety devices, control of dust, any necessary detour facilities and other special requirements for the safe and expeditious movement of traffic in accordance with PennDOT Publication 213 and all conditions of the associated HOP Permit. Traffic patterns must be returned to normal operations at the end of a workday. Any open excavation must be protected in accordance with Pub 408, Section 901.3(j) (full backfill and/or steel plates). The contractor shall provide notification to all homeowners and businesses affected by the work at least three (3) working days prior to beginning any excavation/demolition. The contractor shall coordinate all planned interruptions to traffic with the Township prior at least 5 days prior to commencing construction. It will be necessary to meet with the local police to outline the proposed traffic maintenance plan and to ascertain what assistance will be available for this purpose.

5. Superpave Base Course, PG 64S-22, 0.3 to 3 million ESALs, 25.0 mm, 6” Depth, including temporary pavement removal:

a. General: All labor, materials and equipment necessary for pavement installation as specified, including but not limited to: sawcut and removal of existing temporary asphalt pavement, approximately 8” to 11” thick, and placement of base course in accordance with the Sketch Plan, Details, and Highway Occupancy Permit.

b. Materials: As specified in PennDOT Publication 408, Sections 313 (Base Course).

c. Construction Methods: As specified in PennDOT Publication 408, Sections 313 (Base Course).

d. Certifications: The contractor is responsible to ensure that the proper material is provided by supplying a copy of an approved PennDOT Bituminous Asphalt Mix design a minimum of five (5) working days prior to the start of the work. The contractor will also supply the Township with a daily bituminous material certification on a TR-465 or CS- 4171 form within twenty-four (24) hours of placing the bituminous material for each day’s placement.

6. Superpave Wearing Course, PG 64S-22, 0.3 to 3 million ESALs, 12.5 mm, SRL-E, 2” Depth, including milling and pavement markings:

e. General: All labor, materials and equipment necessary for pavement installation as specified, including but not limited to: milling 2” of existing asphalt material, tack coat, sealing all vertical joints, and placement of wearing course, and replacing all pavement markings in accordance with the Sketch Plan, Details, and Highway Occupancy Permit. The driveway restoration and tie-in will be paid for under this item.

f. Materials: As specified in PennDOT Publication 408, 413 (Wearing Courses).

g. Construction Methods: As specified in PennDOT Publication 408, 413 (Wearing Courses).

h. Certifications: The contractor is responsible to ensure that the proper material is provided by supplying a copy of an approved PennDOT Bituminous Asphalt Mix design a minimum of five (5) working days prior to the start of the work. The contractor will also supply the Township with a daily bituminous material certification on a TR-465 or CS- 4171 form within twenty-four (24) hours of placing the bituminous material for each day’s placement.

7. CONCRETE SIDEWALK:

a. General: All labor, materials and equipment necessary for concrete sidewalk installation as specified, including but not limited to: removal of existing temporary material, subgrade preparation, compacted stone base, forming, concrete placement and finishing, curing, and joint sealing (¾” width) in accordance with the Sketch Plan and Highway Occupancy Permit.

b. Materials: As specified in PennDOT Publication 408, Section 676 (Cement Concrete Sidewalk).

c. Construction Methods: In accordance with RC-67M and as specified in PennDOT Publication

408, Section 676 (Cement Concrete Sidewalk).

d. Certifications: The contractor is responsible to ensure that the proper material is provided by supplying a copy of an approved PennDOT Concrete Mix Design Form (TR-4221) a minimum of five (5) working days prior to the start of the work. The contractor will supply the Township with a CS- 4171 form within twenty-four (24) hours of placing the concrete material for each day’s placement.

8. CONCRETE CURB:

a. General: All labor, materials and equipment necessary for concrete curb installation as specified, including but not limited to: removal of existing material and asphalt, subgrade preparation, subbase stone, forming, concrete placement and finishing, curing in accordance with the Sketch

Plan and Highway Occupancy Permit. No differentiation in payment shall be made for depressed or transition curb.

b. Materials: As specified in PennDOT Publication 408, Section 630 (Plain Cement Concrete Curb).

c. Construction Methods: In accordance with RC-67M and as specified in PennDOT Publication

408, Section 630 (Plain Cement Concrete Curb).

d. Certifications: The contractor is responsible to ensure that the proper material is provided by supplying a copy of an approved PennDOT Concrete Mix Design Form (TR-4221) a minimum of five (5) working days prior to the start of the work. The contractor will supply the Township with a CS- 4171 form within twenty-four (24) hours of placing the concrete material for each day’s placement.

9. INLET BOX REPLACEMENT:

a. General: All all labor, materials and equipment necessary for replacing an existing inlet box with a with Standard Inlet Box (24” x 45”) and resetting the existing Type C Concrete Top Unit, including but not limited to: sawcut and removal of existing asphalt a minimum distance of 12” from the existing inlet, excavation, shoring and dewatering as needed, removal of existing inlet box, bedding (2A stone, 12” min), inlet box, re-connection of outgoing elliptical concrete pipe, setting inlet top unit, backfill, grouting, adjustment to finish grade, and all appurtenances required to complete the installation in accordance with the Sketch Plan and Highway Occupancy Permit. The contractor shall properly dispose of all removed materials.

b. Materials: As specified in PennDOT Publication 408, Section 605 (Endwalls, Inlets, Manholes, and

Spring Boxes).

c. Construction Methods: In accordance with RC-45M and RC-46M and as specified in PennDOT

Publication 408, Section 605 (Endwalls, Inlets, Manholes, and Spring Boxes).

d. Certifications: The contractor shall supply a product submittal a minimum of ten (10) working days prior to the start of the work for the inlet, grout, mortar, stone, and any other material proposed.

10. SUBBASE #2A STONE:

i. General: All labor, materials and equipment necessary for pavement subbase preparation as specified, including but not limited to: compaction of existing stone material, placement and compaction of additional stone to subbase elevation (8” from final surface) in accordance with the

Sketch Plan, Details, and Highway Occupancy Permit. Paid for in tonnage of additional stone installed.

j. Materials: As specified in PennDOT Publication 408, Sections 350 (Subbase).

k. Construction Methods: As specified in PennDOT Publication 408, Sections 350 (Subbase).

l. Certifications: The contractor shall supply a product submittal a minimum of ten (10) working days prior to the start of the work and shall provide delivery tickets for each day’s placement.

WATER MAIN BREAK

SKETCH PLAN

Project No: 53-136 Date: 4/6/2026 Drawn by: BSC/TJA Scale: 1"=20' Sheet No.: 1 of 1

Lancaster Civil P.O. Box 8972

Lancaster, PA 17604 www.lancastercivil.com p: 717-799-8599

8" to 11"

ADD ADDITIONAL 2A STONE AS NEEDED