6-00 Addendum1 MaintenanceFacilityAddition.pdf

2 MB Posted

Attached to
Township Maintenance Facility Addition Project
Solicitation number
Not on record
Issued by
Berks County, Pennsylvania

About this file

Written by GovTribe AI ·

This is an Addendum 1 to the bidding documents for the Township Maintenance Facility Addition Project issued by Longswamp Township, Berks County, Pennsylvania, in cooperation with the project engineer Hanover Engineering Associates, Inc. The project involves constructing a 30-foot by 160-foot addition to the existing Township Maintenance Facility located at 102 Longsdale Drive, Mertztown, PA 19539. The work is divided into three separate contracts: Contract 1 covers Building and Site Work, Contract 2 addresses Electrical Components, and Contract 3 includes Mechanical Components. Sealed proposals must be submitted online via the PennBid Program by October 12, 2026, at 1:00 p.m. prevailing time, with public opening at the Township Engineer's Office. A non-mandatory pre-bid conference is scheduled for September 25, 2026, at 9:00 a.m. at the maintenance facility, and final questions are due by October 2, 2026. Contract 1 includes 28 base bid items plus contingency items covering mobilization, demolition, excavation, foundation and slab work, structural steel framing, masonry walls, roof assembly, garage doors, windows, painting, and site drainage systems. Work is anticipated to commence on or about April 1, 2027, with substantial completion in 120 days and final completion in 150 days.

Each proposal must be accompanied by a bid bond, certified check, or acceptable security equal to 10 percent of the total base bid. Bids remain effective for 60 calendar days from the opening date unless extended due to financing approval delays. All bidders must submit non-collusion affidavits, statements of qualifications, certifications of non-segregated facilities, and nondiscrimination clauses as required. The project is subject to Pennsylvania Prevailing Wage Act conditions, and contractors must include these requirements in all subcontracts. Unit price items for Contract 1 range from rock excavation and earth excavation to concrete slabs and miscellaneous materials, with contingency items identified for potential unforeseen conditions. An Add Alternate 1 for a concrete generator pad may be included in the award at the Owner's discretion based on bid prices received. Complete bidding documents, including contract forms, specifications, and drawings, are available through the PennBid bonfire hub project page.

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Other files

File Type Posted
4-03 Maintenance Facility MechanicalPlans 20260901.pdf PDF
5-04 Maintenance Facility StructuralPlans 20260820.pdf PDF
1-00 TownshipMaintenanceFacilityAddition ProjectManual 20260901.pdf PDF
3-02 Maintenance Facility ElectricalPlans 20260901.pdf PDF
2-01 Maintenance FacilityAddition BuildingSitePlans 20260901.pdf PDF
9-Addendum2 MaintenanceFacilityAddition.pdf PDF
7-01 MaintenanceFacilityAddition BuildingSitePlans Shts6-9 20260918.pdf PDF
8-20260925 PreBidMtgSignInSheet.pdf PDF
10-01 MaintenanceFacilityAddition BuildingSitePlans Shts5 and 7 20260929.pdf PDF

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252 Brodhead Road, Suite 100 Bethlehem, PA 18017-8944

P:610.691.5644 F:610.691.6968

HanoverEng.com

Bethlehem Office

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PROPOSED PLAN VIEW SCALE 3/16"=1'-0"

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UP ±412"

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UP ±4"

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(REFERENCE)

AutoCAD SHX Text 36'-2 "12"

AutoCAD SHX Text 34'-6 "12"

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AutoCAD SHX Text 30'-0"

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80'-3 " (REFERENCE)18" (REFERENCE)

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76'-7 " (REFERENCE)14" (REFERENCE)

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159'-2 " (REFERENCE)38" (REFERENCE)

AutoCAD SHX Text 14'x12' OVERHEAD DOOR

AutoCAD SHX Text 14'x12' OVERHEAD DOOR

AutoCAD SHX Text 14'x12' OVERHEAD DOOR

AutoCAD SHX Text HHS 6"x6"x " STEEL COLUMN, 38" STEEL COLUMN, TYPICAL (3) PLACES

AutoCAD SHX Text HHS 6"x6"x " STEEL COLUMN, 38" STEEL COLUMN, TYPICAL (3) PLACES

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STEEL BEAM

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STEEL BEAM

FLOOR TRENCH DRAIN WITH (11) 14"x24"x1.5" METAL DRAIN GRATES

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66'-2 " (REFERENCE)12" (REFERENCE)

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REMOVE EXISTING BLOCK WALL

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REMOVE EXISTING BLOCK WALL

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OFFICE

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GARAGE

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GARAGE

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GARAGE

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GARAGE

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GARAGE

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SLOPE CONCRETE FLOOR UP 8 "12"

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31'-8 " (REFERENCE)12" (REFERENCE)

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SLOPE FLOOR TO DRAIN 18" TO 12"

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SLOPE FLOOR TO DRAIN 18" TO 12"

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SLOPE FLOOR TO DRAIN 18" TO 12"

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SLOPE FLOOR TO DRAIN 18" TO 12"

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SLOPE FLOOR TO DRAIN 18" TO 12"

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SLOPE FLOOR TO DRAIN 18" TO 12"

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SLOPE FLOOR TO DRAIN 18" TO 12"

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SLOPE FLOOR TO DRAIN 18" TO 12"

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GARAGE

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REST ROOM

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AutoCAD SHX Text 48'-0"

AutoCAD SHX Text FLOOR TRENCH DRAIN WITH (24) 14"x24"x1.5" METAL DRAIN GRATES

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AutoCAD SHX Text 1'-2"

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AutoCAD SHX Text 14'x12' STEEL FIRE RATED OVERHEAD DOOR

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10" INSULATED BLOCK WALL (TYPICAL)

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10" INSULATED BLOCK WALL (TYPICAL)

AutoCAD SHX Text SLAB NOTE: : 6" THICK CONCRETE SLAB WITH 6X6 - W2.9 x W2.9 WELDED WIRE FABRIC REINFORCEMENT AT 1 " FROM TOP 12" FROM TOP OF SLAB. PLACE SLAB ARCHITECTURAL SPECIFIED VAPOR BARRIER AND OVER 6" (MIN) CRUSHED STONE BASE.

AutoCAD SHX Text SLAB NOTE: : 6" THICK CONCRETE SLAB WITH 6X6 - W2.9 x W2.9 WELDED WIRE FABRIC REINFORCEMENT AT 1 " FROM TOP 12" FROM TOP OF SLAB. PLACE SLAB ARCHITECTURAL SPECIFIED VAPOR BARRIER AND OVER 6" (MIN) CRUSHED STONE BASE.

AutoCAD SHX Text SLAB NOTE: : 6" THICK CONCRETE SLAB WITH 6X6 - W2.9 x W2.9 WELDED WIRE FABRIC REINFORCEMENT AT 1 " 12" FROM TOP OF SLAB. PLACE SLAB ARCHITECTURAL SPECIFIED VAPOR BARRIER AND OVER 6" (MIN) CRUSHED STONE BASE.

AutoCAD SHX Text B

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NEW ADDITION

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EXISTING GARAGE

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14'-0 " (REFERENCE)12" (REFERENCE)

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14'-10" (REFERENCE)

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17'-3 " (REFERENCE)14" (REFERENCE)

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15'-7 " (REFERENCE)34" (REFERENCE)

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35'-6" (REFERENCE)

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26'-0 " (REFERENCE)14" (REFERENCE)

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11'-3" (REFERENCE)

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10'-10" (REFERENCE)

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13'-9 " (REFERENCE)12" (REFERENCE)

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EXISTING OVERHEAD DOOR BAY 7

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EXISTING OVERHEAD DOOR BAY 6

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EXISTING OVERHEAD DOOR BAY 5

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EXISTING OVERHEAD DOOR BAY 4

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EXISTING OVERHEAD DOOR BAY 3

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EXISTING OVERHEAD DOOR BAY 2

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EXISTING OVERHEAD DOOR BAY 1

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PROPOSED ROOF DRAIN (TYP.)

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EXISTING FLOOR TRENCH DRAIN SEE MECHANICAL PLANS FOR DETAILS

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EXISTING FLOOR TRENCH DRAIN SEE MECHANICAL PLANS FOR DETAILS

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SEE SHEET 3.0 FOR "TRENCH DRAIN AND SLAB ON GRADE TYPICAL DETAIL"

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ANDERSEN 400 SERIES P3035 R.O. 3'-0 " X 3'-5 "12" X 3'-5 "38"

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ANDERSEN 400 SERIES P3035 R.O. 3'-0 " X 3'-5 "12" X 3'-5 "38"

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ANDERSEN 400 SERIES P3035 R.O. 3'-0 " X 3'-5 "12" X 3'-5 "38"

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ANDERSEN 400 SERIES P3035 R.O. 3'-0 " X 3'-5 "12" X 3'-5 "38"

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AutoCAD SHX Text NOTE: : CONTRACTOR TO COORDINATE COLOR SELECTIONS OF ALL MATERIALS WITH THE TOWNSHIP.

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OVERHEAD DOOR TO BE REPLACED (DOOR NO. 101) OPERATOR AND TRACK TO BE REUSED

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OVERHEAD DOOR TO BE REPLACED (DOOR NO. 101) OPERATOR AND TRACK TO BE REUSED

AutoCAD SHX Text 3'-4 "1316"

AutoCAD SHX Text 2'-11 "1516"

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3'-5 " ROUGH OPENING38" ROUGH OPENING

AutoCAD SHX Text 3'-0 "12"

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ROUGH OPENING

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ANDERSEN PICTURE (FIXED) WINDOW P3035 SCALE "=1'-0"34"=1'-0"

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INSULATED GLAZING

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DOOR SCHEDULE

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SIZE

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DOOR NO.

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WIDE

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MATERIAL

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HIGH

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THICK

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MAT'L

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FRAME

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MAT'L

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TYPE

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LINTEL

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MAT'L

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THRESHOLD

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REMARKS

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STL.

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MET.

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INSULATED & WEATHERSTRIPPING

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AutoCAD SHX Text 1 "34"

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ALUM.

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AutoCAD SHX Text H.M.

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HARDWARE

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ELECTRIC & MANUAL CHAIN OPERATED

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PANIC BAR WITH DOOR CLOSURE

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INSULATED

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AutoCAD SHX Text 14'-0"

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STL.

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MET.

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FIRE RATED

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ELECTRIC & MANUAL CHAIN OPERATED

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AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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DATE

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NO.

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REVISIONS

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PLAN TITLE:

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PROJECT TITLE:

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SEAL:

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OF

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SHEET NO.

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PROJECT NO.

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DRAWN BY:

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CHECKED BY:

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SCALE:

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DATE:

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EAF

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JLS

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TOWNSHIP MAINTENANCE BUILDING

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PROPOSED FLOOR PLAN

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LONGSWAMP TOWNSHIP BERKS COUNTY PENNSYLVANIA

AutoCAD SHX Text 3/16"=1'-0"

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102 LONGSDALE DRIVE

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MERTZTOWN, PA 19539

AutoCAD SHX Text 01/23/2026

AutoCAD SHX Text 09/01/2026

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PROJECT BID SET

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AutoCAD SHX Text 09/18/2026

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ADDENDUM 1

P:610.691.5644 F:610.691.6968

HanoverEng.com

Bethlehem Office

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EAST ELEVATION (LOOKING WEST) SCALE 3/16"=1'-0"

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METAL ROOF, 22 GAUGE, COLOR BY OWNER

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CONTINUOUS RIDGE VENT

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EXISTING STUCCO TO BE PAINTED

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EXISTING STUCCO TO BE PAINTED

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EXISTING STUCCO TO BE PAINTED

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EXISTING STUCCO TO BE PAINTED

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INSTALL SNOW GUARDS STAGGERED, TYPICAL ON BOTH SIDES OF ROOF

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NORTH ELEVATION (LOOKING SOUTH) SCALE 3/16"=1'-0"

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SIDING

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28'-2 " (REFERENCE)58" (REFERENCE)

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NEW AND EXISTING BLOCK WALL TO BE PAINTED

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SOUTH ELEVATION (LOOKING NORTH) SCALE 3/16"=1'-0"

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SIDING

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NEW AND EXISTING BLOCK WALL TO BE PAINTED

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WEST ELEVATION (LOOKING EAST) SCALE 3/16"=1'-0"

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METAL ROOF, 22 GAUGE, COLOR BY OWNER

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12'-8" REFERENCE

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NEW BLOCK WALL TO BE PAINTED

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NEW BLOCK WALL TO BE PAINTED

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INSTALL SNOW GUARDS STAGGERED, TYPICAL ON BOTH SIDES OF ROOF

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AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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DATE

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NO.

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REVISIONS

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PLAN TITLE:

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PROJECT TITLE:

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SEAL:

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OF

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SHEET NO.

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PROJECT NO.

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DRAWN BY:

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CHECKED BY:

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SCALE:

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DATE:

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EAF

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JLS

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TOWNSHIP MAINTENANCE BUILDING

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PROPOSED ELEVATIONS

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LONGSWAMP TOWNSHIP BERKS COUNTY PENNSYLVANIA

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102 LONGSDALE DRIVE

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MERTZTOWN, PA 19539

AutoCAD SHX Text 01/23/2026

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NOTE: 1. COLOR SELECTION OF ALL MATERIALS SHALL BE PER TOWNSHIP REQUEST.

AutoCAD SHX Text 09/01/2026

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PROJECT BID SET

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AutoCAD SHX Text 09/18/2026

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ADDENDUM 1

P:610.691.5644 F:610.691.6968

HanoverEng.com

Bethlehem Office

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FINISHED GRADE TO BE SLOPED AWAY FROM BUILDING

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WATER-PROOFING

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12" EXPANSION JOINT MATERIAL

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6 MIL POLYETHYLENE VAPOR BARRIER

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2" POLYSTYRENE FOAM INSULATION, R-10

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2" POLYSTYRENE FOAM INSULATION, R-10

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10" BLOCK FOUNDATION WALL

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POURED CONCRETE FOOTER

AutoCAD SHX Text 10"

AutoCAD SHX Text 7"

AutoCAD SHX Text 2'-0"

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NEW ADDITION MAINTENANCE GARAGE

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3'-0" (MIN)

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6" CRUSHED STONE

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NEW INSULATED FIXED WINDOW

AutoCAD SHX Text 10" EXTERIOR BLOCK WALL WITH HORIZONTAL JOINT REINFORCEMENT @ 16" O.C. AND EXPANDED POLYSTYRENE INSULATION INSERTS

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2X NAILER

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METAL DRIP EDGE

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2X6 FASCIA BOARD WITH ALUMINUM COVERING

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VENTED SOFFIT

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ALUMINUM GUTTER

AutoCAD SHX Text 1 1/2" STANDING SEAM METAL ROOF, 22 GAUGE OVER PLYWOOD; SEE STRUCTURAL DWGS FOR PLYWOOD INFO

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PRE-ENGINEERED ROOF TRUSS AT 24" ON CENTERS (DESIGN BY TRUSS MANUFACTURER)

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R-49 FIBERGLASS INSULATION WITH VAPOR BARRIER

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5/8" FIRE RATED DRYWALL

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10" BOND BEAM

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#4 BARS @ 48" O.C.

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REINFORCEMENT PER STRUCTURAL DRAWINGS SHEET S3.0

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REINFORCEMENT PER STRUCTURAL DRAWINGS SHEET S3.0

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REINFORCEMENT PER STRUCTURAL DRAWINGS SHEET S3.0

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6" CRUSHED STONE

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6" CONCRETE SLAB WITH 6X6 - W2.9 X W2.9 WELDED WIRE REINFORCEMENT

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INSTALL SNOW GUARDS STAGGERED, TYPICAL ON BOTH SIDES OF ROOF

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NEW ADDITION

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EXISTING MAINTENANCE GARAGE

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SECTION SCALE 1/2"=1'-0"

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EXISTING GARAGE

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CONTINUOUS RIDGE VENT

AutoCAD SHX Text 1 1/2" STANDING SEAM METAL ROOF, 22 GAUGE OVER PLYWOOD; SEE STRUCTURAL DWGS FOR PLYWOOD INFO

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PRE-ENGINEERED ROOF TRUSS AT 24" ON CENTERS (DESIGN BY TRUSS MANUFACTURER)

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R-49 FIBERGLASS INSULATION WITH VAPOR BARRIER

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5/8" FIRE RATED DRYWALL

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12" EXPANSION JOINT MATERIAL

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6 MIL POLYETHYLENE VAPOR BARRIER

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EXISTING FINISHED CONCRETE SLAB

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6" CRUSHED STONE

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EXISTING 10" BLOCK WALL

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EXISTING FOOTER

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EXISTING FOUNDATION WALL

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METAL DRIP EDGE

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ALUMINUM GUTTER

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PRE-ENGINEERED ROOF TRUSS AT 24" ON CENTERS (DESIGN BY TRUSS MANUFACTURER)

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2X NAILER

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2X6 FASCIA BOARD WITH ALUMINUM COVERING

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VENTED SOFFIT

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R-49 FIBERGLASS INSULATION WITH VAPOR BARRIER

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5/8" FIRE RATED DRYWALL

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EXISTING FINISHED CONCRETE SLAB

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EXISTING 10" BLOCK WALL

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EXISTING OVERHEAD GARAGE DOOR

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EXISTING CRUSHED STONE

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EXISTING FOOTER

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EXISTING FOUNDATION WALL

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AutoCAD SHX Text 1 1/2" STANDING SEAM METAL ROOF, 22 GAUGE OVER PLYWOOD; SEE STRUCTURAL DWGS FOR PLYWOOD INFO

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INSTALL SNOW GUARDS STAGGERED, TYPICAL ON BOTH SIDES OF ROOF

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AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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DATE

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NO.

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REVISIONS

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PLAN TITLE:

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PROJECT TITLE:

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SEAL:

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OF

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SHEET NO.

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PROJECT NO.

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DRAWN BY:

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CHECKED BY:

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SCALE:

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DATE:

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EAF

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JLS

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TOWNSHIP MAINTENANCE BUILDING

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PROPOSED SECTION B

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LONGSWAMP TOWNSHIP BERKS COUNTY PENNSYLVANIA

AutoCAD SHX Text 1/2"=1'-0"

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102 LONGSDALE DRIVE

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MERTZTOWN, PA 19539

AutoCAD SHX Text 01/23/2026

AutoCAD SHX Text 09/01/2026

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PROJECT BID SET

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AutoCAD SHX Text 09/18/2026

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ADDENDUM 1

P:610.691.5644 F:610.691.6968

HanoverEng.com

Bethlehem Office

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FINISHED GRADE TO BE SLOPED AWAY FROM BUILDING

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WATER-PROOFING

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12" EXPANSION JOINT MATERIAL

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6 MIL POLYETHYLENE VAPOR BARRIER

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2" POLYSTYRENE FOAM INSULATION, R-10

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2" POLYSTYRENE FOAM INSULATION, R-10

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10" BLOCK FOUNDATION WALL

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POURED CONCRETE FOOTER

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AutoCAD SHX Text 7"

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NEW ADDITION MAINTENANCE GARAGE

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3'-0" (MIN)

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6" CRUSHED STONE

AutoCAD SHX Text 10" EXTERIOR BLOCK WALL WITH HORIZONTAL JOINT REINFORCEMENT @ 16" O.C. AND EXPANDED POLYSTYRENE INSULATION INSERTS

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2X NAILER

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METAL DRIP EDGE

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2X6 FASCIA BOARD WITH ALUMINUM COVERING

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VENTED SOFFIT

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ALUMINUM GUTTER

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PRE-ENGINEERED ROOF TRUSS AT 24" ON CENTERS (DESIGN BY TRUSS MANUFACTURER)

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R-49 FIBERGLASS INSULATION WITH VAPOR BARRIER

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5/8" FIRE RATED DRYWALL

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10" BOND BEAM

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#4 BARS @ 48" O.C.

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REINFORCEMENT PER STRUCTURAL DRAWINGS SHEET S3.0

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REINFORCEMENT PER STRUCTURAL DRAWINGS SHEET S3.0

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6" CRUSHED STONE

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6" CONCRETE SLAB WITH 6X6 - W2.9 X W2.9 WELDED WIRE REINFORCEMENT

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REINFORCEMENT PER STRUCTURAL DRAWINGS SHEET S3.0

AutoCAD SHX Text 1 1/2" STANDING SEAM METAL ROOF, 22 GAUGE OVER PLYWOOD; SEE STRUCTURAL DWGS FOR PLYWOOD INFO

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INSTALL SNOW GUARDS STAGGERED, TYPICAL ON BOTH SIDES OF ROOF

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NEW ADDITION

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EXISTING MAINTENANCE GARAGE

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SECTION SCALE 1/2"=1'-0"

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EXISTING GARAGE

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PRE-ENGINEERED ROOF TRUSS AT 24" ON CENTERS (DESIGN BY TRUSS MANUFACTURER)

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R-49 FIBERGLASS INSULATION WITH VAPOR BARRIER

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5/8" FIRE RATED DRYWALL

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12" EXPANSION JOINT MATERIAL

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6 MIL POLYETHYLENE VAPOR BARRIER

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EXISTING FINISHED CONCRETE SLAB

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6" CRUSHED STONE

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5/8" FIRE RATED DRYWALL

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STEEL BEAM

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STEEL COLUMN AT CENTER OF SPAN

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EXISTING FOOTER

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EXISTING FOUNDATION WALL

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CONTINUOUS RIDGE VENT

AutoCAD SHX Text 1 1/2" STANDING SEAM METAL ROOF, 22 GAUGE OVER PLYWOOD; SEE STRUCTURAL DWGS FOR PLYWOOD INFO

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METAL DRIP EDGE

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ALUMINUM GUTTER

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PRE-ENGINEERED ROOF TRUSS AT 24" ON CENTERS (DESIGN BY TRUSS MANUFACTURER)

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2X NAILER

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2X6 FASCIA BOARD WITH ALUMINUM COVERING

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VENTED SOFFIT

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R-49 FIBERGLASS INSULATION WITH VAPOR BARRIER

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5/8" FIRE RATED DRYWALL

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EXISTING FINISHED CONCRETE SLAB

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EXISTING CRUSHED STONE

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EXISTING FOOTER

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EXISTING FOUNDATION WALL

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EXISTING 10" BLOCK WALL

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AutoCAD SHX Text 1 1/2" STANDING SEAM METAL ROOF, 22 GAUGE OVER PLYWOOD; SEE STRUCTURAL DWGS FOR PLYWOOD INFO

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INSTALL SNOW GUARDS STAGGERED, TYPICAL ON BOTH SIDES OF ROOF

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AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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DATE

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NO.

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REVISIONS

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PLAN TITLE:

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PROJECT TITLE:

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SEAL:

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OF

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SHEET NO.

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PROJECT NO.

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DRAWN BY:

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CHECKED BY:

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SCALE:

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DATE:

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EAF

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JLS

AutoCAD SHX Text 01/23/2026

AutoCAD SHX Text L22-24

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TOWNSHIP MAINTENANCE BUILDING

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PROPOSED SECTION C

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LONGSWAMP TOWNSHIP BERKS COUNTY PENNSYLVANIA

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102 LONGSDALE DRIVE

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MERTZTOWN, PA 19539

AutoCAD SHX Text 09/01/2026

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PROJECT BID SET

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AutoCAD SHX Text 09/18/2026

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ADDENDUM 1

Township Maintenance Facility Addition Longswamp Township Contract 1 – Building and Site Work Project No.: L22-24 Contract 2 – Electrical Components Contract 3 – Mechanical Components

Hanover Engineering Associates, Inc. 00 01 10-1 Table of Contents Addendum 1

DOCUMENT 00 01 10

TABLE OF CONTENTS

INTRODUCTORY INFORMATION

DOCUMENT TITLE

00 01 01 Title Page

00 01 10 Table of Contents

00 01 50 List of Drawings

BIDDING REQUIREMENTS

DOCUMENT TITLE

00 10 00 Invitation to Bid

00 21 13 Instructions to Bidders

00 41 00 Bid Form – Contract 1

00 41 00 Bid Form – Contract 2

00 41 00 Bid Form – Contract 3

00 42 00 Non-Collusion Affidavit of Prime Bidder

00 42 10 Statement of Bidder's Qualifications

00 42 20 Certification of Non-Segregated Facilities

00 43 13 Bid Bond

00 45 36 Nondiscrimination / Sexual Harassment Clause

CONTRACT FORMS AND CONDITIONS OF THE CONTRACT DOCUMENTS

DOCUMENT TITLE

00 51 00 Notice of Award

00 52 15 Agreement

00 53 00 Stipulation Against Liens

00 55 00 Notice to Proceed

00 61 13.13 Performance Bond

00 61 13.16 Payment Bond

00 61 50 Maintenance Bond

00 62 00 Worker’s Compensation Affidavit

00 62 10 CDL Program - Statement of Compliance

Hanover Engineering Associates, Inc. 00 01 10-2 Table of Contents

DOCUMENT TITLE

00 62 20 Non-Collusion Affidavit of Subcontractors

00 62 26 Public Works Employment Verification Form

00 62 70 Consent of Surety to Final Payment

00 72 15 General Conditions

00 73 00 Supplementary Conditions

00 85 00 Prevailing Wage Rates

GENERAL SPECIFICATIONS

DOCUMENT TITLE

01 01 50 General Conduct of Work

01 02 20 Laboratory Testing Allowances

01 04 00 Coordination

01 11 00 Summary of Work

01 20 00 Price and Payment Procedures

01 22 00 Payment Items – Contract 1

01 22 00 Payment Items – Contract 2

01 22 00 Payment Items – Contract 3

01 30 00 Administrative Requirements

01 33 00 Submittals

01 40 00 Quality Requirements

01 50 00 Temporary Facilities

01 55 26 Traffic Control

01 57 00 Erosion and Sediment Control

01 60 00 Product Requirements

01 70 00 Execution and Closeout Requirements

TECHNICAL SPECIFICATIONS

DOCUMENT TITLE

03 10 00 Concrete Form Work

03 20 00 Concrete Reinforcement

03 30 00 Cast-In-Place Concrete

Hanover Engineering Associates, Inc. 00 01 10-3 Table of Contents

03 55 00 Slab Epoxy Coating

03 61 00 Grouting

04 05 20 Masonry Mortar and Grouting

04 20 00 Unit Masonry

04 20 10 Reinforced Unit Masonry

05 12 00 Structural Steel

06 10 00 Rough Carpentry

06 11 10 Framing and Sheathing

06 17 53 Pre-Fabricated Wood Trusses

06 20 00 Finish Carpentry

07 21 00 Insulation

07 40 00 Metal Soffit/Wall Panels

07 60 00 Flashing and Sheet-Metal

07 61 10 Metal Standing Seam Roofing

07 90 00 Joint Sealers

08 11 19 Steel Doors and Frames

08 36 00 Sectional Overhead Doors

08 71 00 Door Hardware

09 25 00 Gypsum Board

09 90 00 Painting

31 00 00 Earthwork

31 01 00 Restoration

31 05 00 Removal and Demolition of Existing Facilities

31 05 13 Soils for Earthwork

31 05 16 Aggregates for Earthwork

31 10 00 Site Clearing

31 20 10 Compacting Earth Materials

31 22 13 Rough Grading

Hanover Engineering Associates, Inc. 00 01 10-4 Table of Contents

31 23 16 Excavation

31 23 16.13 Trenching

31 23 16.20 Trench Excavation and Backfill

31 23 17 Rock Removal

31 23 19 Dewatering

31 40 00 Sinkhole Remedial Procedures

END OF DOCUMENT

Hanover Engineering Associates, Inc. 00 41 00-1 Bid Form

DOCUMENT 00 41 00

BID FORM

Project Identification:

Project No.:

Name of Owner:

Name of Bidder:

1.01 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with OWNER in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid price and within the Bid times indicated in this Bid and in accordance with all other terms and conditions of the Contract Document.

2.01 Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of Bid Security. This Bid will remain subject to acceptance for 60 days after the day of Bid opening except as permitted by law or if the Contract is delayed by required approval of financing per the Instruction to Bidders. Bidder will sign and deliver the required number of counterparts of the Agreement with the Bonds and other documents required by the bidding requirements within 15 days after the date of the OWNER’S Notice of Award.

3.01 In submitting this Bid, Bidder represents, as more fully set forth in the Agreement, that:

A. Bidder has examined and carefully studied the Bidding Documents and the following Addenda receipt of all which is hereby acknowledged:

Addendum No. Addendum Date

B. Bidder has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, and performance of the Work.

C. Bidder is familiar with and is satisfied as to all federal, state and local laws and regulations that may affect cost, progress, and performance of the Work.

D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except underground facilities) which have been identified in the Supplementary Conditions as provided in paragraph 5.03 of the Standard General Conditions, and (2) reports and drawings of a hazardous environmental condition, if any, which has been identified in

Hanover Engineering Associates, Inc. 00 41 00-2 Bid Form the Supplementary Conditions as provided in paragraph 5.06 of the Standard General Conditions.

E. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface and underground facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance, and furnishing of the Work or which may relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder and safety precautions and programs incidental thereto.

F. Bidder does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this Bid for performance and furnishing of the Work in accordance with the times, price and other terms and conditions of the Contract Documents.

G. Bidder is aware of the general nature of the Work to be performed by OWNER and others at the site that relates to Work for which this Bid is submitted as indicated in the Contract Documents.

H. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the site, reports and Drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents.

I. Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that Bidder has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to Bidder.

J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this Bid is submitted.

4.01 Bidder further represents that this Bid is genuine and not made in the interest of or on the behalf of any undisclosed individual or entity and is not submitted in conformance with any agreement or rules of any group, association, organization or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; Bidder has not solicited or induced any individual or entity to refrain from bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER.

5.01 Bidder will complete the Work in accordance with the Contract Documents, for the Bid Items described in Section 01 22 00 of the Contract Documents, for the following price(s):

Hanover Engineering Associates, Inc. 00 41 00-3 Bid Form

CONTRACT 1 BASE BID UNIT PRICE WORK ITEMS:

Item No.

Description Unit

Est

Qty

Unit Price

Total

Price

1-1 Mobilization and Demobilization LS 1

TO BE

COMPLETED

ON

PENNBID

1-2 Rock Construction Entrance EA 1

1-3 18” Compost Filter Sock LF 160

1-4 Concrete Washout EA 1

1-5 Excavation and Backfill LS 1

1-6 Demolition & Removal LS 1

1-7 Building Foundation, Slab, and Trench Drains LS 1

1-8 Structural Steel Framing LS 1

1-9 Insulated CMU Walls LS 1

1-10 Roof Assembly LS 1

1-11 Steel Sectional Garage Doors EA 6

1-12 Existing Garage Doors Reinstallation/Replacement LS 1

1-13 Man Doors EA 2

1-14 Windows EA 4

1-15 Metal Siding LS 1

1-16 Stucco Removal SF 930

1-17 Paint CMU Block Walls SF 3,985

1-18 Paint Existing Stucco SF 925

1-19 Gutters and Downspouts LS 1

1-20 Oil/Water Separator EA 1

1-21 Holding Tank EA 1

1-22 4” Trench Drain Pipe LF 145

1-23* Rock Excavation CY 10

1-24* Extra Earth Excavation CY 10

1-25* Extra 2A Aggregate Material TON 10

1-26* Extra Class A Concrete CY 10

1-27* Existing CMU Wall Repair SF 25

Hanover Engineering Associates, Inc. 00 41 00-4 Bid Form

1-28* Preservative Treated Wood Plate Installation LF 160

* Contingency Items are included in the Base Bid with assumed quantities and will be used in determining the low bid for the project.

Item No.

Description Unit Est Qty

Unit Price

Total Price

*Add Alternative 1: Concrete Generator Pad TO BE

COMPLETED

ON PENNBID 2-1 Concrete Generator Pad LS 1

* Based on Bid Prices received, the Owner may or may not choose to include Add Alternates 1 in the Award of the Contract.

5.02 Unit prices have been computed in accordance with paragraph 13.03.B of the Standard

General Conditions.

5.03 Bidder acknowledges that estimated quantities are not guaranteed and are solely for the purpose of comparison of Bids, and final payment for unit price Bid items will be based on actual quantities provided, as determined in the Contract Documents.

6.01 Bidder agrees that the Work will commence at the time the Notice to Proceed is issued by the Township. Work is anticipated to commence on or about April 1, 2027 and be substantially completed in 120 days and ready for final payment in 150 days, unless otherwise directed by the Owner, and in accordance with paragraph 15.06 of the General Conditions.

6.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement.

7.01 The following documents are attached to and made a condition of this Bid:

A. Required Bid Security (10% of the BASE BID) in the form of

B. Non-Collusion Affidavit (Document 00 42 00)

C. Statement of Bidder Qualifications (Document 00 42 10)

D. Certification of Non-Segregated Facilities (Document 00 42 20)

E. Non-Discrimination/Sexual Harassment Clause (Document 00 45 36)

8.01 The terms used in this Bid are defined in the Instructions to Bidders, Standard General Conditions and Supplementary Conditions.

9.01 Communications concerning this Bid shall be addressed to the address of Bidder indicated below or the following address:

SUBMITTED on , 20___.

Hanover Engineering Associates, Inc. 00 41 00-5 Bid Form

If Bidder is:

An Individual

By: (SEAL) (Individual's Name) doing business as

Business Address:

Phone No.: ( ) Fax No.: ( )

Email: _____________________________

A Partnership *

(Name of Partnership) Witness:

By:

Partner

By:

Partner

By:

Partner *All Partners must execute this Bid

Address of Partnership Bidder:

Contact Person:

Hanover Engineering Associates, Inc. 00 41 00-6 Bid Form

A Corporation

(Name of Corporation)

ATTEST:

By: By:

(Assistant) Secretary (Vice) President

[CORPORATE SEAL]

(or, if appropriate)

(Name of Corporation) Witness:

**By:

(Authorized Representative)

** Attach appropriate corporate resolution evidencing authority to execute the Bid on behalf of the corporation.

Address of Corporation Bidder:

Contact Person:

Hanover Engineering Associates, Inc. 00 41 00-7 Bid Form

A Joint Venture

By: (SEAL) (Name)

(Address)

By: (SEAL) (Name)

(Address)

Address for Receipt of Official Communications:

(Each joint venturer must sign. The manner of signing for each individual, partnership and corporation that is a party to the joint venture should be in the manner indicated above.)

Hanover Engineering Payment Items

Associates, Inc. 01 22 16 - 1 Addendum 1

SECTION 01 22 00

PAYMENT ITEMS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Description of Bidding and Payment Items.

B. Items NOT paid for separately.

1.2 INSTRUCTIONS

A. Payment for all items of the Contract shall be in accordance with the Descriptions of Payment Items provided in this section based on the Bid Prices accepted in the Contract.

1.3 DESCRIPTION OF PAYMENT ITEMS

A. Item 1-1, Mobilization and Demobilization –

1. This item shall include all insurance certificates and payment, performance and maintenance bonds as required for the project.

2. Includes project organization and scheduling, preparation of a project construction schedule, attendance at pre-construction and field conferences, and coordination and scheduling of work between the other Contractors throughout the project to ensure project is completed within the required contract time and without substantial delay between stages of work.

3. Includes all temporary facilities, including necessary sanitary facilities required for project workers by State and Federal Regulations.

4. Includes preparation and restoration of staging area(s) and any incidental restoration and cleanup of site and surrounding areas.

5. Includes any traffic control and maintenance as required during the course of the project.

6. Includes reimbursement of PennBid contract award fee.

7. Includes project closeout.

8. Eligibility for payment of this item is as follows:

a. 50% after submittal of insurance certificates, payment and performance bonds, and project construction schedule, and after implementation of any temporary facilities including sanitary facilities.

b. 10% during each subsequent month of work progress, up to a maximum aggregate total of 70%.

c. Balance after complete clean-up of work area and removal of all temporary facilities.

Associates, Inc. 01 22 16 - 2 Addendum 1

9. Measurement: Lump Sum (LS).

B. Item 1-2, Rock Construction Entrance –

1. This item shall include all labor, materials, and equipment necessary to install and maintain the rock construction entrance at the location shown in accordance with the Project Drawings, Details and Specifications provided.

2. Measurement: Each (EA).

C. Item 1-3, 18” Compost Filter Sock –

1. This item shall include all labor, materials, and equipment necessary to install and maintain the compost filter socks at the required size and locations in accordance with the Project Drawings, Details and Specifications provided.

2. Measurement: Linear Feet (LF).

D. Item 1-4, Concrete Washout –

1. This item shall include all labor, equipment, and materials necessary to install and maintain the concrete washout in accordance with the Project Drawings, Details and Specifications provided.

2. Measurement: Each (EA).

E. Item 1-5, Excavation and Backfill –

1. Includes all labor, equipment, and materials necessary to excavate, grade and compact subgrade material for installation of building foundations and building floor slab.

2. Includes subgrade preparation, and documentation for compliance with prevailing building codes.

3. Includes trench excavation, bedding, and backfill of floor drain waste lines and coordination with Mechanical Contractor for installation of the floor drain waste lines.

4. Includes proper disposal of all unused materials.

5. Measurement: Lump Sum (LS).

F. Item 1-6, Demolition and Removal –

1. This item shall include all labor, equipment, and materials necessary to demolish and remove the existing building material shown on the Project Drawings, Details, and Specifications provided.

2. Includes sawcut and removal of existing CMU walls at the locations and dimensions shown on the Project Drawings.

3. Includes sawcut and removal of the existing floor slab as needed for the Mechanical Contractor’s installation of the floor drain lines from the existing trench drains.

4. Includes removal of existing roof trusses, roof sheathing, asphalt shingles, drip edge, and all other components of the existing roof. The Township Public Works Department will remove the existing metal roofing located above the asphalt shingles.

Associates, Inc. 01 22 16 - 3 Addendum 1

5. The contractor is responsible for proper disposal of all demolished/removed building material.

6. Excludes demolition and removal of any existing electrical and mechanical components that are included in their respective contract. Also excludes demolition and removal of Work by Others specified in Section 01 11 00 - Summary of Work.

7. Includes coordination with the Electrical Contractor, Mechanical Contractor, and Township Public Works Department on their respective demolition/removal work.

8. Measurement: Lump Sum (LS).

G. Item 1-7, Building Foundation, Slab, and Trench Drains –

1. This item shall include all labor, equipment, and materials necessary to construct the foundations and building slab to the lines and elevations in accordance with the Project Drawings, Details and Specifications provided.

2. Includes restoring existing floor slab from the drain pipe installation done by the Mechanical Contractor.

3. Includes rough grading to ensure positive drainage away from the Maintenance Facility.

4. Includes submission of concrete mix design and reinforcing placing shop drawings for review.

5. Includes finish concrete slab with slope to floor drains in each bay as shown on the Project Drawings.

6. Includes installation of the trench drain in slab with cover as shown on the plans and coordination with Mechanical Contractor for their respective work in installing the drain pipes from the trench drains.

7. Includes coordination with the Electrical and Mechanical Contractor on the installation of subsurface facilities related to their work.

8. Measurement: Lump Sum (LS).

H. Item 1-8, Structural Steel Framing –

1. This item shall include all labor, equipment, and materials necessary to complete the fabrication and installation of all structural steel framing in accordance with the Project Drawings, Details, and Specifications.

2. Includes fabrication of structural steel shop drawings for all steel elements on the project for review by the design team.

3. Includes field verification of existing building information and dimensions from the steel subcontractor prior to fabrication of steel.

4. Includes submission of signed and sealed structural steel connection calculations submitted to design team for review.

5. Includes coordination with the Electrical and Mechanical Contractor on their respective work to be completed within the building structure.

6. Measurement: Lump Sum (LS).

Associates, Inc. 01 22 16 - 4 Addendum 1

I. Item 1-9, Insulated CMU Walls –

1. This item shall include all labor, equipment, and materials necessary to install and insulate the CMU walls in accordance with the Project Drawings, Details, and Specifications.

2. Includes toothing in new CMU into the existing as shown on the Project Drawings.

3. Includes toothing in new CMU to fill the hole where the existing chimney was removed. The Township Public Works Department will remove the existing chimney.

4. Includes submission of product data, masonry block submittal, and reinforcing bar submittals for review.

5. Includes coordination with the Electrical and Mechanical Contractor on their respective work to be completed within the building structure.

6. Measurement: Lump Sum (LS).

J. Item 1-10, Roof Assembly

1. This item shall include all labor, equipment, and materials necessary to complete the fabrication and installation of all wood roof trusses, wood roof sheathing, 22 gauge standing seam metal roof, snow guards, ice barrier, vented soffit on overhangs, continuous ridge vent, insulation, ceiling drywall, vapor barrier, and all other associated items in accordance with the Project Drawings, Details, and Specifications.

2. Includes signed & sealed calculations showing the specified trusses meet prevailing building code loads and deflection criteria per the structural drawings.

3. Includes design of all truss bracing.

4. Includes wrapping ends of trusses in waterproof building paper where in contact with masonry.

5. Includes coordination with the Electrical and Mechanical Contractor on their respective work to be completed.

6. Measurement: Lump Sum (LS).

K. Item 1-11, Steel Sectional Garage Doors –

1. This item shall include all labor, equipment, and materials necessary to complete the installation of the insulated or fire rated steel sectional garage doors per the Project Drawings, Details, and Specifications.

2. Includes pre-finishing of segmental door panels by manufacturer.

3. Includes supply and installation of all hardware and guide tracks.

4. Includes supply and installation of electric operators and manual chain operators.

5. Includes required track arrangements being shown on the overhead door manufacturer’s shop drawings based on the dimensions and elevations shown in the Project Drawings.

6. Includes all fire rating requirements at fire rated doors including, but not limited to, a 1-hour fire rating minimum, automatic closing devices, detection

Associates, Inc. 01 22 16 - 5 Addendum 1 interfaces, fusible links, battery backups, and tying into the existing fire alarm system.

7. Includes coordination with Electrical Contractor to install electric service to door operators.

8. Measurement: Each (EA).

L. Item 1-12, Existing Garage Doors Reinstallation/Replacement –

1. This item shall include all labor, equipment, and materials necessary to perform the following reinstall the garage doors, tracks, operators, and associated equipment for existing Bays 1 through 5 and reinstall the tracks, operators, and associated equipment for the existing Bays 6 and 7 as required for installation of new garage doors.

2. Includes coordination with the Township Public Works Department on their work to be performed in removing the existing garage doors for construction. The Township Public Works Department will remove the garage doors, tracks and operators of the existing garage doors prior to construction.

3. Includes coordination with Electrical Contractor to install electric service to door operators.

4. Measurement: Lump Sum (LS).

M. Item 1-13, Man Doors –

1. This item shall include all labor, equipment, and materials necessary to complete the installation of the insulated steel man doors, frames, and hardware per the Project Drawings, Details, and Specifications.

2. Includes supply and installation of all door hardware, closures, panic bars and locks.

3. Measurement: Each (EA).

N. Item 1-14, Windows –

1. This item shall include all labor, equipment, and materials necessary to complete the installation of the steel windows and frame per the Project Drawings, Details, and Specifications.

2. Includes windows to be insulated.

3. Measurement: Each (EA).

O. Item 1-15, Metal Siding –

1. This item shall include all labor, equipment, and materials necessary to complete the installation of the metal siding, underlayment, and wall sheathing per the Project Drawings, Details, and Specifications.

2. Measurement: Lump Sum (LS).

P. Item 1-16, Stucco Removal –

Associates, Inc. 01 22 16 - 6 Addendum 1

1. This item shall include all labor, equipment, and materials necessary to carefully and cleanly remove the existing stucco as shown on the Project Drawings.

2. The existing stucco shall be neatly cut and sealed where existing stucco is to remain.

3. Includes providing an Azek board corner piece (1”x 3.5”x 3.5”) where the removed stucco meets the existing stucco to remain, after the existing stucco to remain has been fully painted. Caulk lines shall be provided where the Azek board overlaps the stucco and the CMU wall after the existing stucco has been removed.

4. Measurement: Square Feet (SF).

Q. Item 1-17, Paint CMU Block Walls -

1. This item shall include all labor, equipment, and materials necessary to paint the exterior of all existing and proposed CMU block walls as shown on the Project Drawings and as described in the Project Specifications.

2. This item shall include incidental items such as cleaning and prepping block walls for paint application.

3. Measurement: Square Feet (SF).

R. Item 1-18, Paint Existing Stucco –

1. This item shall include all labor, equipment, and materials necessary to paint the existing stucco to remain as shown on the Project Drawings and as described in the Project Specifications.

2. This item shall include incidental items such as cleaning and prepping stucco for paint application.

3. Measurement: Square Feet (SF).

S. Item 1-19 Gutters and Downspouts –

1. This item shall include all labor, equipment, and materials necessary to install

6” aluminum gutters and downspouts in accordance with the Project Drawings, Details, and Specifications.

2. Measurement: Lump Sum (LS).

T. Item 1-20, Oil/Water Separator –

1. This item shall include all labor, equipment, and materials necessary to excavate and install the 1,000-gallon oil/water separator as manufactured by Highland Tank Corp. or approved equal. The oil/water separator shall be installed to manufacturer’s specifications.

2. Measurement: Each (EA).

U. Item 1-21, Holding Tank –

1. This item shall include all labor, equipment, and materials necessary to excavate and install the 1,000-gallon holding tank as manufactured by

Associates, Inc. 01 22 16 - 7 Addendum 1

Highland Tank Corp. or approved equal. The holding tank shall be installed to manufacture’s specifications.

2. Measurement: Each (EA).

V. Item 1-22, 4” Trench Drainipe –

1. This item shall include all labor, equipment, and materials necessary to excavate and install all drainpipe, cleanouts, elbows, and associated fixtures for the main trunk of the trench drainpipe outside the building footprint to the oil/water separator and the holding tank as shown on the Project Drawings, Details, and Specifications.

2. Includes coordination with the Mechanical Contractor and connection to the trench drainpipes installed by the Mechanical Contractor.

3. Measurement: Linear Feet (LF).

W. Item 1-23, Rock Excavation –

1. This item shall include all labor, materials, and equipment necessary to remove and dispose of all rock encountered during any excavation associated with this project. “Rock” is defined in Section 31 23 18, Article 1.3.A.

2. This is a “contingency item” which will not be paid for unless Contractor notifies Engineer whenever rock is encountered, Engineer observes the material being removed from the excavation and measures the material prior to its removal from the site.

3. Measurement: Cubic Yard (CY), measured to the mean length, width and height of each piece removed. Alternatively, Engineer may measure the volume of the void within the excavation resulting from removal of rock material to determine the eligible payment quantity.

X. Item 1-24, Extra Earth Excavation –

1. This item shall include all labor, materials, and equipment necessary to excavate and properly dispose of all unsuitable material, other than Rock, beyond the ordinary excavation pay limits.

2. This is a “contingency item” which will not be paid for unless Contractor notifies Engineer whenever unsuitable subgrade material is encountered, and Engineer directs Contractor to remove material from the excavation and measures the material prior to its removal from the site.

3. Measurement: Cubic Yard (CY).

Y. Item 1-25, Extra 2A Aggregate Material –

1. This item shall include all labor, materials, and equipment necessary to provide, place, and compact extra 2A coarse aggregate required for replacement of unsuitable subgrade or backfilling of voids resulting from removal of rock.

2. This is a “contingency item” which will not be paid for unless Contractor is directed by Engineer to use this material in the Work and Engineer measures the quantity incorporated into the Work.

Associates, Inc. 01 22 16 - 8 Addendum 1

3. Measurement: Ton (TON).

Z. Item 1-26, Extra Class A Concrete –

1. This item shall include all labor, equipment and material necessary to provide and place concrete for such instances as sinkhole repairs or unanticipated utility encasements.

2. This item does not include concrete used for structure foundations, pipe thrust reaction blocking, manhole bases, or flow channels; such concrete being included as incidental to other Work Items.

3. This is a “contingency item” which will not be paid for unless Contractor is directed by Engineer to use this material in the Work and Engineer measures the quantity incorporated into the Work.

4. Measurement: Cubic Yard (CY).

AA. Item 1-27, Existing CMU Wall Repair –

1. This item shall include all labor, equipment, and material necessary to repair damaged and deteriorated CMU wall behind the existing stucco to be removed.

2. Includes all repairs including, but not limited to, crack repair, re-pointing mortar joints, and block replacement at areas of full depth, significant cracking as required.

3. Includes any temporary shoring of the existing building to perform the CMU wall repairs.

4. This is a “contingency item” which will not be paid for unless the Contractor is directed by the Engineer to perform the work and quantities are verified by the

Engineer.

5. Measurement: Square Feet (SF).

BB. Item 1-28, Preservative Treated Wood Plate Installation –

1. This item shall include all labor, equipment, and material necessary to install a continuous 2x preservative treated piece of lumber on top of the new CMU perimeter walls to potentially match the existing top of CMU wall elevation if the existing CMU perimeter walls have 2x preservative treated wood plates.

2. The preservative treated plate wood species shall be Spruce Pine Fir, #2 grade for bidding purposes.

3. The preservative treated wood plate shall be anchored to the new CMU wall with

½” diameter grade A36 steel hooked anchor rods cast into the CMU wall and spaced at 4’-0” on center for truss bearing at the top of the wall.

4. This is a “contingency item” which will not be used if the existing CMU perimeter walls have 2x preservative treated wood plates.\ on top at the truss bearing elevation. This item will not be paid for unless the Contractor is directed by the Engineer to perform the work and quantities are verified by the Engineer.

5. Measurement: Linear Feet (LF).

Associates, Inc. 01 22 16 - 9 Addendum 1

CC. Item 2-1, Concrete Generator…

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