2020 Nanaimo Park Pavilion Improvements and Well House No. 2 Roof Replacement
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Consulting
Engineers and
Scientists
Bid Documents
2020 Nanaimo Park Pavilion
Improvements and Well House
No. 2 Roof Replacement
City of Iron River
Iron River, Michigan
Prepared by:
GEI Consultants of Michigan, P.C.
990 Lalley Road
Iron River, MI 49935
906.214.4140
fax 906.214.4141
www.geiconsultants.com
GEI Project 2003226CITY OF IRON RIVER 2020 NANAIMO PARK PAVILION IMPROVEMENTS
AND WELL HOUSE NO. 2 ROOF REPLACEMENT
BID FORMCITY OF IRON RIVER
2020 NANAIMO PARK PAVILION IMPROVEMENTS AND WELL HOUSE NO. 2 ROOF REPLACEMENT
BID FORM
BID DUE DATE: AUGUST 26, 2020 AT 10:00 A.M. LOCAL TIME; IRON RIVER CITY HALL, 106 WEST GENESEE STREET, IRON RIVER, MI 49935
GEI #2003226
BID FORM:
Item No. Item Desctiption Unit Price Quantity Unit Extension
1 Nanaimo Park Pavilion Restroom Partition Removal $ 1 LSUM $
2 Nanaimo Park Pavilion Restroom New Partitions $ 1 LSUM $
3 Nanaimo Park Pavilion Roof Deck Board Removal and Replacement $ 600 SFT $
4 Nanaimo Park Pavilion Fascia Board Removal and Replacement, and New Fascia $ 180 LFT $
5 Nanaimo Park Pavilion ExistingRoofing System Removal $ 1 LSUM $
6 Nanaimo Park Pavilion Roof Drip Edge, Felt, Ice/Water Shield, and Shingles $ 1 LSUM $
7 Well House No. 2 Roofing and Plywood Sheathing Removal $ 1 LSUM $
8 Well House No. 2 Fascia Board Removal and Replacment $ 90 LFT $
9 Well House No. 2 Plywood Sheathing Replacement $ 1 LSUM $
10 Well House No. 2 Modified Bitumen Roof System $ 1 LSUM $
TOTAL BASE BID ==> $
*Project is to be awarded based on the lowest reasonable and responsible Total Base Bid.
Project Description
The project includes removal of the existing roof and rotten roof deck boards and new shingle roof on the Nanaimo Park Pavilion, and removal of the exiting roof
and new modified bitumen roof on Well House No. 2.
Bid Attachments
The following documents are attached to this bid form and are a condition of this bid:
*Advertisement for Bids *Bid Form
*Notice of Award *Drawings 1 to 5
*Agreement *Section 07300
*Notice to Proceed *Section 10170
Project Clause and Specific Requirements:
A. Bidder hereby certifies that the project shall shall be completed on or before June 15, 2021 .
B. Bidder shall be required to obtain and pay for all necessary building permit(s) and inspections.
C. Bidder shall be required to dispose of all removed material and pay for disposal costs.
Project Notes
1. All bidding inquiries shall be directed to Craig Richardson with GEI Consultants at 906‐214‐4151 or email at crichardson@geiconsultants.com
2. All prospective bidders are encouraged to visit the site and become familiar with the work prior to submitting a bid.
3. The City reserves the right to to reject any or all bids, or any part thereof at its discretion, and to waive any irregularties in the bidding.
4. Contractor shall provide the City with Contractor License and Liability Insurance Coverage Certificate prior to signing the Agreement.
5. Any other work required to complete the project not specifically listed above shall be included in the pay items listed above.
CONTRACTOR NAME (PRINTED)
SIGNATURE OF AUTHORIZED INDIVIDUAL
BIDDER NAME (PRINTED)
SIGNATURE OF AUTHORIZED INDIVIDUAL DATE
BID FORM
PAGE 1 OF 1CITY OF IRON RIVER 2020 NANAIMO PARK PAVILION IMPROVEMENTS
AND WELL HOUSE NO. 2 ROOF REPLACEMENT
DRAWINGS 1 THRU 52020 NANAIMO PARK PAVILION IMPROVEMENTS
AND WELL HOUSE NO. 2 ROOF REPLACEMENT 990 Lalley Road
Iron River, MI 49935
906-214-4140
CITY OF IRON RIVER
106 WEST GENESEE STREET
IRON RIVER, MI 49935
GEI PROJECT NO. 2003226
RIVER AVE.
INDEX
3RD AVE.
2ND AVE.
1ST AVE.
BASKETBALL
COURTS
PLAY
GROUND
FRANKLIN STREET
FRANKLIN STREET N SHEET NO. DWG. NO. DRAWING TITLE
1 01-G-1 COVER SHEET
E.
AV
N. LAY AVE.
NC
CO
Water
1489.5
4TH
NANAIMO PARK PAVILION
RESTROOM PARTITION
2 02-C-1
REMOVAL AND REPLACEMENT
NANAIMO PARK PAVILION PLAN
NANAIMO PARK PAVILION
3 02-C-2 ROOFING AND ROOF DECK
THE IRON RIVER
REMOVAL PLAN
NANAIMO PARK PAVILION
4 02-C-3 ROOFING, DRIP EDGE AND
FASCIA ELEVATIONS
WELL HOUSE NO. 2
WELL HOUSE NO. 2
5 02-C-4 DEMOLITION AND NEW
N. LAY AVE.
Water
1476.1
ROOFING FASCIA & SOFFIT
PROJECT LOCATION
3RD AVE.
2ND AVE.
1ST AVE.
CEDAR AVE.
2
US
CAYUGA STREET
CAYUGA STREET
2ND AVE.
3RD AVE.
RIVER AVE.
1ST AVE.
2
US
DWG. NO.
01-G-1
REV
1 08/05/2020 BIDS CAR
NO. DATE ISSUE/REVISION APP
1
K:\Iron_River_City\2003226-2020_Nanaimo_Park_Pavilion_Improvements\00_CAD\Design\Sheets\2003226-Cover_Sheet990 Lalley Road
Iron River, MI 49935
906-214-4140
2020 NANAIMO PARK PAVILION IMPROVEMENTS
AND WELL HOUSE NO. 2 ROOF REPLACEMENT
106 WEST GENESEE STREET
IRON RIVER, MI 49935
CITY OF IRON RIVER
3' - 7" 2' - 10"
9' - 9"
REMOVE EXISTING RESTROOM 4' - 10 1/2"
PARTITIONS AND DOORS
INSTALL NEW RESTROOM FRP
PARTITIONS AND DOORS PER
REMOVAL AND REPLACEMENT
SECTION 10170
NANAIMO PARK PAVILION
RESTROOM PARTITION
9' - 9"
PLAN
3' - 7"
K:\Iron_River_City\2003226-2020_Nanaimo_Park_Pavilion_Improvements\00_CAD\_XREF\DWG\GEI_TITLEBLOCK_22x34_REVIT.dwg; 5/28/2009 9:08:48 AM; WARD, ROB; GEI.stb
0
Attention: 1"
If this scale bar does not
measure 1" then drawing
is not original scale.
RELEASE # DATE
DESCRIPTION
1 08/05/2020
RESTROOM PARTITION REMOVAL
BIDS
AND REPLACEMENT PLAN
SCALE: 1/4" = 1'-0"
Designed By: CAR
Checked By: CAR
Drawn By: RAW
Approved By: CAR
GEI PROJECT: 2003226
DWG. NO.
02-C-1
SHEET 2
ARCHIVE990 Lalley Road
Iron River, MI 49935
906-214-4140
2020 NANAIMO PARK PAVILION IMPROVEMENTS
AND WELL HOUSE NO. 2 ROOF REPLACEMENT
106 WEST GENESEE STREET
IRON RIVER, MI 49935
CITY OF IRON RIVER
30' - 0"
2'-6"
REMOVAL AND REPLACEMENT
TO CENTER OF THE BEAM
60' - 0"
ROOFING AND ROOF DECK REMOVAL
NANAIMO PARK PAVILION
REMOVE 2' x 6" TOUNGE AND GROOVE
ROOF DECK BOARDS TO CENTER OF BEAM
AND REPLACE IN KIND
UPON REMOVAL OF EXISTING ROOFING
PLAN
MATERIAL, REMOVE ROTTEN 2' x 6" ROOF
DECK BOARDS TO AS REQUIRED OVER
ENTIRE ROOF SURFACE AS DIRECTED IN
THE FIELD BY THE OWNER AND REPLACE
IN KIND
K:\Iron_River_City\2003226-2020_Nanaimo_Park_Pavilion_Improvements\00_CAD\_XREF\DWG\GEI_TITLEBLOCK_22x34_REVIT.dwg; 5/28/2009 9:08:48 AM; WARD, ROB; GEI.stb
30' - 0"
0
Attention: 1"
If this scale bar does not
measure 1" then drawing
is not original scale.
30' - 0"
RELEASE # DATE
DESCRIPTION
1 08/05/2020
BIDS
NANAIMO PARK PAVILION Designed By:
Checked By:
CAR
CAR
ROOFING AND ROOF DECK Drawn By: RAW
REMOVAL PLAN Approved By: CAR
SCALE: 1/4" = 1'-0" GEI PROJECT: 2003226
DWG. NO.
02-C-2
SHEET 3
ARCHIVE990 Lalley Road
Iron River, MI 49935
906-214-4140
PROVIDE (2) ROWS OF
ICE / WATER SHEILD, 15 LB FELT,
2020 NANAIMO PARK PAVILION IMPROVEMENTS
AND ASPHALT SHINGLES PER REMOVE EXISTING DRIP EDGE AND
AND WELL HOUSE NO. 2 ROOF REPLACEMENT
SECTION 07300 INSTALL NEW DRIP EDGE PER
PER DETAIL 01-101
106 WEST GENESEE STREET
IRON RIVER, MI 49935
CITY OF IRON RIVER
REMOVE EXISTING FASCIA BOARDS
ALONG ENTIRE ROOF AND REPLACE
WITH PREASSURE TREATED 2" x 8" BOARDS
AND INSTALL NEW ALUMINUM FASCIA,
ROLLEX (OR APPROVED EQUAL)
NANAIMO PARK PAVILION
AND FASCIA ELEVATIONS
EAST ELEVATION
ROOFING,DRIP EDGE
SCALE: 1/4" = 1'-0"
PROVIDE (2) ROWS OF
ICE / WATER SHEILD, 15 LB FELT,
AND ASPHALT SHINGLES PER REMOVE EXISTING DRIP EDGE AND
SECTION 07300 INSTALL NEW DRIP EDGE PER
PER DETAIL 01-101
K:\Iron_River_City\2003226-2020_Nanaimo_Park_Pavilion_Improvements\00_CAD\_XREF\DWG\GEI_TITLEBLOCK_22x34_REVIT.dwg; 5/28/2009 9:08:48 AM; WARD, ROB; GEI.stb
WOOD DECK
ALONG RAKE, PUT NON-CORRODING
METAL DRIP EDGE
0
Attention: 1"
If this scale bar does not
REMOVE EXISTING FASCIA BOARDS measure 1" then drawing
ALONG ENTIRE ROOF AND REPLACE is not original scale.
WITH PREASSURE TREATED 2" x 8" BOARDS ICE/WATER
AND INSTALL NEW ALUMINUM FASCIA, SHIELD
ROLLEX (OR APPROVED EQUAL) RELEASE # DATE
DESCRIPTION
1 08/05/2020
ALONG EAVES, ICE/WATER
BIDS
SHIELD ON TOP OF NON
CORROSIVE METAL DRIP EDGE
WALL LINE
EXPOSURE WILL VARY DEPENDING ON
UNDERLAYMENT USED. FOLLOW
APPLICATION INSTRUCTIONS ON
SELECTED UNDERLAYMENT FOR
PROPER EXPOSURE.
Designed By: CAR
Checked By: CAR
Drawn By: RAW
Approved By: CAR
WEST ELEVATION 07-101 ROOFING UNDERLAYMENT GEI PROJECT: 2003226
SCALE: 1/4" = 1'-0" NO SCALE
DWG. NO.
02-C-3
SHEET 4
ARCHIVE22' - 0" ROOF OPENING, NOTE 3 AND 4 GENERAL NOTES:
1. REMOVE EXISTING ROOFING AND PLYWOOD SHEATHING TO ROOF PURLINS.
1' - 0"
1' - 0"
ROOF OPENING, A. IF PURLINS ARE OBSERVED TO BE EXCESSIVELY DAMAGED OR ROTTED,
NOTE 3 REMOVE AND REPLACE ROOFING,
NOTE 1, 5, AND 6 REMOVE AND REPLACE REPLACE IN KIND WITH NEW 2x FRAMING. 990 Lalley Road
FASCIA, NOTE 2 2. REMOVE ALL EXISTING FASCIA ALONG THE ROOF. REPLACE ANY ROTTED OR Iron River, MI 49935
906-214-4140
DAMAGED FRAMING OR BLOCKING AS NECESSARY WHEN CONSTRUCTING
NEW FASCIA.
3. REMOVE ROOFING CAREFULLY AROUND EXISTING ROOF OPENING. IF ROOF
OPENING FRAMING IS ROTTED OR DAMAGED REPLACE IN KIND.
2020 NANAIMO PARK PAVILION IMPROVEMENTS
4. WRAP ROOFING UP ROOF OPENING FRAMING. REMOVE OLD ROOFING FROM
AND WELL HOUSE NO. 2 ROOF REPLACEMENT
PROJECT NORTH
OPENING AND REPLACE WITH NEW ROOFING MATERIAL.
5. ATTACH NEW SHEATHING TO ROOF PURLINS PER WOOD NOTES. SHEATHING
10' - 3"
SHALL BE LAID OUT SUCH THAT LONG EDGE IS PERPENDICULAR TO PURLIN
ORIENTATION.
6. REPLACE ROOFING WITH A BUILT-UP ROOF SYSTEM (MODIFIED BITUMEN
106 WEST GENESEE STREET
ROOF). SEE ROOFING NOTES FOR ADDITIONAL INFORMATION.
1' - 0"
7. VERIFY ALL DIMENSIONS BEFORE BEGINNING OF CONSTRUCTION.
20' - 5"
18' - 5"
IRON RIVER, MI 49935
CITY OF IRON RIVER
ROOF FRAMING, NOTE 1
NOTE 2 ROOFING NOTES:
1. BUILT-UP ROOF
1' - 0" 7' - 2"
A. SYSTEM SHALL BE MINIMUM OF 3 PLYS.
B. TOP LAYER SHALL CONSIST OF GRAVEL.
C. MATERIAL REQUIREMENTS:
1' - 0"
a. ASPHALT: ASTM D312
b. COAL TAR PITCH: ASTM D450
c. MINERAL AGGREGATE: ASTM D1863
d. FELT: ASTM D2178
1 1 e. ASPHALT COATED GLASS FIBER BASE SHEETS: ASTM D4601
02-C-5
1' - 0" 13' - 0" 1' - 0" 02-C-5 f. COAL TAR GLASS FELT: ASTM D4990
2. DRIP EDGE, FLASHING AND DRIP
A. THE DRIP EDGE SHALL BE 0.027" THICK COLORED ALUMINUM.
B. COLORED ALUMINUM FLASHING AND DRIP SHALL BE INSTALLED ON THE
GABLE ENDS AS DESIGNED ON THE PLANS.
DEMOLITION PLAN 1 SOUTH ELEVATION C. APPLY OWENS CORNING WEATHER LOCK G GRANULATED SELF-SEALING
SCALE: 1/4" = 1'-0" 02-C-5 SCALE: 1/2" = 1'-0" ICE AND WATER BARRIER (OR EQUAL) AT ALL ROOF EAVES AND VALLEYS.
REFERENCE LOCATION: 02-C-5 INSTALL PER MANUFACTURES RECOMMENDATIONS.
3. SEALANTS
A. SEALING COMPOUND SHALL BE ONE PART ACRYLIC COPOLYMER MEETING
FEDERAL SPECIFICATIONS TT-S-00230. COLOR TO BE SELECTED BY THE
OWNER.
B. THE FOLLOWING MATERIALS ARE APPROVED:
a. MONOLASTO-METRIC BY TREMCO MANUFACTURING COMPANY
b. 780 BUILDING SEALANT BY DOW CORNING CORPORATION
ROOFING FASCIA & SOFFIT
c. G.E. SILICONE CONSTRUCTION SEALANT BY GENERAL ELECTRIC
COMPANY
DEMOLITION AND NEW
C. THE SEALING COMPOUND SHALL BE APPLIED AT:
WELL HOUSE NO. 2
a. THE ALUMINUM FLASHING AND DRIP, LOCATED BETWEEN THE
PLYWOOD SHEATHING PANELS ON THE GABLE ENDS, AS DESIGNATED
ON THE PLANS. THE PLYWOOD SHALL BE SET INTO THE SEALANT AND
1/16" SHALL BE LEFT BETWEEN THE SIDING AND METAL DRIP.
22' - 0"
WOOD NOTES:
1' - 0"
1. WOOD PRESERVATIVE
1' - 0"
EXISTING ROOF NEW SHEATHING,
HATCH, NOTE 4 NOTE 5 A. ALL LUMBER USED IN CONSTRUCTION FOR WALL PLATES AND EAVE
FASCIA SHALL BE PRESSURE IMPREGNATED WITH CCA 100% OXIDE-PURE
K:\Iron_River_City\2003226-2020_Nanaimo_Park_Pavilion_Improvements\00_CAD\_XREF\DWG\GEI_TITLEBLOCK_22x34_REVIT.dwg; 5/28/2009 9:08:48 AM; WARD, ROB; GEI.stb
PRESERVATIVE EQUAL TO "OSMOSE", CONFORMING TO AMERICAN WOOD
PRESERVATIVE ASSOCIATION (AWPA) STANDARD P5 AND FEDERAL
SPECIFICATION TT-W-550. THE PRESERVATIVE SHALL BE APPLIED IN A
CLOSED CYLINDER BY VACUUM PRESSURE PROCESS IN STRICT
ACCORDANCE WITH THE RECOMMENDED PRACTICES OF AWPA
PROJECT NORTH
STANDARD C2, OR THE APPROPRIATE STANDARD COVERING THE
COMMODITY TREATED. RETENTION OF CCA OF OXIDE SHALL BE A
10' - 3"
MINIMUM OF 0.25 POUNDS PER CUBIC FOOT RETENTION.
B. PRESSURE TREATED MATERIAL SHALL BE DRIED TO A MAXIMUM
NOTE 6
MOISTURE CONTENT OF 19 PERCENT BEFORE INSTALLATION. WHEN
FRAMING TREATED LUMBER, ALL CUT SURFACES AND BOLT HOLES SHALL
BE LIBERALLY BRUSHED WITH THE SAME PRESERVATIVE BEFORE THE
1' - 0"
20' - 5"
18' - 5"
MATERIAL IS INSTALLED. RIPPING OF PRESSURE TREATED MATERIAL WILL
NOT BE ALLOWED. 0
Attention: 1"
2. STUDS, BUCKS AND BLOCKING
A. ALL 2" X NOMINAL DRESSED LUMBER SHALL BE NO. 2 GRADE OR BETTER If this scale bar does not
THAT IS COMMONLY STOCKED AND OF AN APPROVED SPECIES AND SHALL measure 1" then drawing
MEET THE MINIMUM DESIGN STRESS (Fb=1200 PSI). is not original scale.
REPLACE 3. ROUGH HARDWARE
7' - 2"
RELEASE # DATE
FASCIA A. ALL ROUGH HARDWARE ITEMS FURNISHED AND INSTALLED, INCLUDING
GALVANIZED NAILS, SPIKES, BOLTS, ANCHORS, WASHERS AND SCREWS, DESCRIPTION
SHALL BE OF THE SIZE NECESSARY TO SECURELY FASTEN AND HOLD THE 1 08/05/2020
VARIOUS MEMBERS IN PLACE.
1' - 0"
1' - 0"
BIDS
B. ALL ROUGH HARDWARE SHALL BE GALVANIZED.
C. SPIRAL TYPE ALUMINUM NAILS SHALL BE USED TO SECURE SIDING.
4. FASCIA
A. EAVE AND GABLE FASCIA SHALL BE 2" X NOMINAL DRESSED LUMBER, NO.
1 1 2 GRADE, OR BETTER, COMMONLY STOCKED PRESSURE TREATED
02-C-5
1' - 0" 13' - 0" 1' - 0" 02-C-5 SPECIES. THE FASCIAS SHALL BE INSTALLED STRAIGHT AND TRUE USING
2" X FULL HEIGHT BLOCKING AT 4'-0" CENTERS AT GABLE OVERHANGS.
5. ROOF SHEATHING
A. PLYWOOD DECK PANELS SHALL BE 5/8", 5 PLY EXTERIOR GRADE, FIRM,
APA-CDX, GROUP 1, OR 5/8" 4 LAYER OSB SHEETING MEETING THESE Designed By: CAR
NEW PLAN SPECIFICATIONS. INSTALLED WITH THE LONG DIMENSION Checked By: CAR
SCALE: 1/4" = 1'-0" PERPENDICULAR TO THE PURLINS. INSTALL PLYWOOD WITH "C" FACE TO Drawn By: RAW
THE INTERIOR. Approved By: CAR
B. ALL DECK PANELS SHALL BE APPLIED WITH VERTICAL JOINTS STAGGERED
GEI PROJECT: 2003226
AND NAILED 6" ON CENTER AT JOINTS, AND 12" ON CENTER OVER
INTERMEDIATE SUPPORTS, WITH 8D SPIRAL OR RING SHANK NAILS.
DWG. NO.
C. PROVIDE ONE - 5/8" METAL PANEL CLIP BETWEEN EACH ROOF PURLIN,
FOR ALL VERTICAL PANEL JOINTS. 02-C-4
SHEET 5
ARCHIVECITY OF IRON RIVER 2020 NANAIMO PARK PAVILION IMPROVEMENTS
AND WELL HOUSE NO. 2 ROOF REPLACEMENT
TECHNICAL SPECIFICATIONS
SECTION 07300 – ASPHALT SHINGLES
SECTION 10170 – FRP TOILET PARTITION SYSTEMSECTION 07300
ASPHALT SHINGLES
PART 1 ‐ GENERAL
1.01 SUMMARY
A. Section includes:
1. Asphalt shingles.
2. Underlayment.
1.02 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.
B. Samples: For each exposed product and for each color and blend specified.
1.03 INFORMATIONAL SUBMITTALS
A. Warranties: Sample of special warranties.
1.04 CLOSEOUT SUBMITTALS
A. Maintenance data.
1.05 QUALITY ASSURANCE
A. Fire‐Resistance Characteristics: Where indicated, provide asphalt shingles and related roofing
materials identical to those of assemblies tested for fire resistance per test method below by UL or
another testing and inspecting agency acceptable to authorities having jurisdiction. Identify products
with appropriate markings of applicable testing agency.
1. Exterior Fire‐Test Exposure: Class A; ASTM E 108 or UL 790, for application and roof slopes
indicated.
1.06 WARRANTY
A. Special Warranty: Standard form in which manufacturer agrees to repair or replace asphalt shingles
that fail in materials or workmanship within specified warranty period.
1. Material Warranty Period: 40 years from date of Substantial Completion, prorated, with first 12
years non‐prorated.
2. Algae‐Discoloration Warranty Period: Asphalt shingles will not discolor 10 years from date of
Substantial Completion.
GEI #2003226 1 Section 07300Asphalt Shingles
City of Iron River – 2020 Nanaimo Park Pavilion Improvements and Well House No. 2 Roof Replacement
PART 2 ‐ PRODUCTS
2.01 GLASS‐FIBER‐REINFORCED ASPHALT SHINGLES
A. Multitab‐Strip Asphalt Shingles: ASTM D 3462, glass‐fiber reinforced, mineral‐granule surfaced, and
self‐sealing.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
a. Atlas Roofing Corporation.
b. CertainTeed Corporation.
c. GAF Materials Corporation.
d. IKO.
e. Malarkey Roofing Products.
f. Owens Corning.
g. PABCO Roofing Products.
h. TAMKO Roofing Products, Inc.
2. Tab Arrangement: Five tabs, randomly spaced.
3. Strip Size: Manufacturer's standard.
4. Algae Resistance: Granules treated to resist algae discoloration.
5. Color and Blends: As selected by Owner from manufacturer's full range.
B. Hip and Ridge Shingles: Site‐fabricated units cut from asphalt shingle strips. Trim each side of lapped
portion of unit to taper approximately 1 inch.
2.02 UNDERLAYMENT MATERIALS
A. Felt: ASTM D 226, Type I, asphalt‐saturated organic felts, nonperforated.
B. Self‐Adhering Sheet Underlayment, Polyethylene Faced: ASTM D 1970, minimum of 40‐mil‐ thick, slip‐
resisting, polyethylene‐film‐reinforced top surface laminated to SBS modified asphalt adhesive, with
release paper backing; cold applied.
2.03 ACCESSORIES
A. Asphalt Roofing Cement: ASTM D 4586, Type II, asbestos free.
B. Roofing Nails: ASTM F 1667; aluminum, stainless‐steel, copper, or hot‐dip galvanized steel wire
shingle nails, minimum 0.120‐inch‐ diameter, barbed shank, sharp‐pointed, with a minimum 3/8‐inch‐
diameter flat head and of sufficient length to penetrate ¾ inch into solid wood decking or extend at
least 1/8 inch through OSB or plywood sheathing. Where nails are in contact with metal flashing, use
nails made from same metal as flashing.
C. Felt Underlayment Nails: Aluminum, stainless‐steel, or hot‐dip galvanized‐steel wire with low‐profile
capped heads or disc caps, 1‐inch minimum diameter.
GEI #2003226 2 Section 07300Asphalt Shingles
City of Iron River – 2020 Nanaimo Park Pavilion Improvements and Well House No. 2 Roof Replacement
2.04 METAL FLASHING AND TRIM
A. General: Comply with requirements in Section 07620 "Sheet Metal Flashing and Trim."
1. Sheet Metal: Zinc‐tin alloy‐coated steel.
B. Fabricate sheet metal flashing and trim to comply with recommendations in SMACNA's "Architectural
Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics of the item.
PART 3 ‐ EXECUTION
3.01 UNDERLAYMENT INSTALLATION
A. General: Comply with underlayment manufacturer's written installation instructions applicable to
products and applications indicated unless more stringent requirements apply.
B. Single‐Layer Felt Underlayment: Install on roof deck parallel with and starting at the eaves. Lap sides
a minimum of 2 inches over underlying course. Lap ends a minimum of 4 inches. Stagger end laps
between succeeding courses at least 72 inches. Fasten with felt underlayment nails.
1. Install felt underlayment on roof deck not covered by self‐adhering sheet underlayment. Lap
sides of felt over self‐adhering sheet underlayment not less than 3 inches in direction to shed
water. Lap ends of felt not less than 6 inches over self‐adhering sheet underlayment.
2. Install fasteners at no more than 36 inch o.c.
C. Self‐Adhering Sheet Underlayment: Install, wrinkle free, on roof deck. Comply with low‐temperature
installation restrictions of underlayment manufacturer if applicable. Install at locations indicated
below and on Drawings, lapped in direction to shed water. Lap sides not less than 3‐1/2 inches. Lap
ends not less than 6 inches staggered 24 inches between courses. Roll laps with roller. Cover
underlayment within seven days.
3.02 METAL FLASHING INSTALLATION
A. General: Install metal flashings and other sheet metal to comply with requirements in Section 07620
"Sheet Metal Flashing and Trim."
1. Install metal flashings according to recommendations in ARMA's "Residential Asphalt Roofing
Manual" and asphalt shingle recommendations in NRCA's "The NRCA Roofing and Waterproofing
Manual."
3.03 ASPHALT SHINGLE INSTALLATION
A. General: Install asphalt shingles according to manufacturer's written instructions, recommendations
in ARMA's "Residential Asphalt Roofing Manual," and asphalt shingle recommendations in NRCA's
"The NRCA Roofing and Waterproofing Manual."
B. Install starter strip along lowest roof edge, consisting of an asphalt shingle strip at least 7 inches wide
with self‐sealing strip face up at roof edge.
1. Extend asphalt shingles 1/2 inch over fascia at eaves and rakes.
GEI #2003226 3 Section 07300Asphalt Shingles
City of Iron River – 2020 Nanaimo Park Pavilion Improvements and Well House No. 2 Roof Replacement
2. Install starter strip along rake edge.
C. Install first and remaining courses of asphalt shingles stair‐stepping diagonally across roof deck with
manufacturer's recommended offset pattern at succeeding courses, maintaining uniform exposure.
D. Install first and remaining courses of asphalt shingles stair‐stepping diagonally across roof deck with
manufacturer's recommended offset pattern at succeeding courses, maintaining uniform exposure.
E. Install asphalt shingles by single‐strip column or racking method, maintaining uniform exposure.
Install full‐length first course followed by cut second course, repeating alternating pattern in
succeeding courses.
F. Fasten asphalt shingle strips with a minimum of five roofing nails located according to manufacturer's
written instructions.
1. Where roof slope is less than 4:12, seal asphalt shingles with asphalt roofing cement spots.
2. When ambient temperature during installation is below 50 deg F , seal asphalt shingles with
asphalt roofing cement spots.
END OF SECTION
GEI #2003226 4 Section 07300SECTION 10170
FRP TOILET PARTITION SYSTEM
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Fiberglass Reinforced Polyester (FRP), floor supported, overhead‐braced partitions.
1.02 PERFORMANCE REQUIREMENTS
A. Surface Burning Characteristics, FRP Panels, ASTM E 84
1. Flame Spread: Maximum of 200, Class C.
2. Smoke Developed: Maximum of 450, Class C.
B. Surface Burning Characteristics, Class A Option FRP Panels, ASTM E 84
1. Flame Spread: Maximum of 25.
2. Smoke Developed: Maximum of 450.
C. Water Absorption, FRP Doors and Panels, Nominal Value, ASTM D 570: 0.16 percent after 24 hours.
D. Abrasion Resistance, Face Sheet, Taber Abrasion Test, 25 Cycles at 1,000 Gram Weight with CS‐17
Wheel: Maximum of 0.01 average weight loss percentage.
E. Stain Resistance, ASTM D 2299: Face sheet unaffected after exposure to red cabbage, tea, mustard,
and tomato acid. Stain removed easily with mild abrasive or FRP cleaner when exposed to crayon
and crankcase oil.
F. Chemical Resistance, ASTM D 543. Excellent rating.
1. Acetic acid, Concentrated.
2. Ammonium Hydroxide, Concentrated.
3. Citric Acid, 10%.
4. Formaldehyde.
5. Hydrochloric Acid, 10%
6. Sodium hydroxide, 4 to 6 percent solution.
G. Compressive Strength, Foam Core, Nominal Value, ASTM D 1621: 79.9 psi.
H. Compressive Modulus, Foam Core, Nominal Value, ASTM D 1621: 370 psi.
I. Tensile Adhesion, Foam Core, Nominal Value, ASTM D 1623: 45.3 psi.
GEI #2003226 1 Section 10170FRP Toilet Partition System
City of Iron River – 2020 Nanaimo Park Pavilion Improvements and Well House No. 2 Roof Replacement
J. Thermal and Humid Aging, Foam Core, Nominal Value, 158 Degrees F and 100 Percent Humidity for
14 Days, ASTM D 2126: Minus 5.14 percent volume change.
1.03 SUBMITTALS
A. Submit in accordance with Section 01330.
B. Product Data: Submit manufacturer's product data, including description of materials, components,
fabrication, finishes, and installation.
C. Shop Drawings: Submit manufacturer's shop drawings, including elevations, sections, and details,
indicating dimensions, tolerances, materials, fabrication, doors, panels, framing, hardware schedule,
and finish.
D. Samples:
1. Panels: Submit manufacturer's sample of panels showing face sheets and core.
2. Color: Submit manufacturer's samples of standard colors.
E. Warranty: Submit manufacturer's standard warranty.
1.04 QUALITY ASSURANCE
A. Manufacturer's Qualifications:
1. Continuously engaged in manufacturing panels of similar construction to that specified, with a
minimum of 25 years successful experience.
2. Evidence of a compliant documented quality management system.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Delivery: Deliver materials to site in manufacturer's original, unopened containers and packaging,
with labels clearly identifying unit mark and manufacturer.
B. Storage: Store materials in clean, dry area indoors in accordance with manufacturer's instructions.
C. Handling: Protect materials and finish from damage during handling and installation.
1.06 WARRANTY
A. Warrant panels and factory hardware against failure in materials and workmanship, including
excessive deflection, faulty operation, defects in hardware installation, and deterioration of finish or
construction in excess of normal wear and tear.
B. Warranty Period: Ten (10) years starting on date of shipment.
GEI #2003226 2 Section 10170FRP Toilet Partition System
City of Iron River – 2020 Nanaimo Park Pavilion Improvements and Well House No. 2 Roof Replacement
PART 2 PRODUCTS
2.01 MANUFACTURER
A. Special‐Lite, Inc., PO Box 6, Decatur, Michigan 49045. Toll Free (800) 821‐6531. Phone (269) 423‐
7068. Fax (800) 423‐7610. Web Site www.special‐lite.com. E‐Mail info@special‐lite.com. Or
Approved Equal.
2.02 MOUNTING CONFIGURATIONS
A. Toilet Partitions shall be floor mounted, overhead‐braced.
B. Urinal Screens shall be wall hung with full height “T” brackets.
1. Optional: 6” leg stand‐off pilaster.
2.03 MATERIALS
A. Aluminum Members:
1. Aluminum extrusions made from prime‐equivalent billet that is produced from 100%
reprocessed 6063‐T6 alloy recovered from industrial processes: ASTM B 221.
2. Alloy and Temper: As required by manufacturer for strength, corrosion resistance, application of
required finish, and control of color.
B. FRP: .090” standard with pebbled finish.
C. Fasteners:
1. Material: Aluminum, 18‐8 stainless steel, or other noncorrosive metal.
2. Compatibility: Compatible with items to be fastened.
3. Exposed Fasteners: Screws with finish matching items to be fastened. Heads to be security type
torx and pin.
D. Latch: Sliding latch to be thru bolted to doors.
E. Hinges: Select Continuous Hinge installed with thru bolts on door and pilaster.
1. SL‐60 standard.
2. SL‐62 Self Closing Optional.
F. Mounting Brackets: Full height aluminum brackets. Panels shall be thru bolted to brackets.
1. Standard: Full height aluminum “U” bracket.
G. Pilaster Shoes: 4” anodized aluminum.
GEI #2003226 3 Section 10170FRP Toilet Partition System
City of Iron River – 2020 Nanaimo Park Pavilion Improvements and Well House No. 2 Roof Replacement
H. Headrail: Extruded anodized aluminum with anti‐grip profile.
I. Coat hook / doorstop: Installed on all in swing doors. Out swing doors to have door pull installed.
2.04 FABRICATION
A. Panels, Pilasters, Doors: Aluminum perimeter channel with FRP face sheets. Core to be poured in
place urethane foam. All panels and pilasters to be 1 ¼” thick.
B. Panel Size: 58” tall by 59” wide standard. Panels can be produced up to 72” wide.
C. Door Size: 24” and 36” door opening sizes are standard.
D. Pilaster Size: 80” tall is standard. Width starts at 4” and goes up in 1” increments up to 12”. Above
12” widths in 2” increments up to 24”.
2.05 ALUMINUM FINISHES
A. Anodized Finish: Class I finish, 0.7 mils thick. Clear 215 R1, AA‐M10C12C22A41.
PART 3 EXECUTION
3.01 EXAMINATION
A. Examine areas to receive partitions for correct dimensions, plumbness of walls, and soundness of
surfaces that would affect installation of mounting brackets. Notify Engineer of conditions that
would adversely affect installation or subsequent use.
B. Verify spacing of plumbing fixtures to assure compatibility with installation of partitions.
C. Do not proceed with installation until unsatisfactory conditions are corrected.
3.02 INSTALLATION
A. Install partitions rigidly, straight, plumb, and level and in accordance with installation instructions.
B. Maintain uniform clearance at vertical edge of doors.
3.03 FIELD QUALITY CONTROL
A. Manufacturer's Field Services: Manufacturer's representative shall provide technical assistance and
guidance for installation of partitions.
3.04 ADJUSTING
A. Adjust doors, hinges, and locksets for smooth operation without binding.
3.05 CLEANING
A. Clean partitions promptly after installation in accordance with manufacturer's instructions.
GEI #2003226 4 Section 10170FRP Toilet Partition System
City of Iron River – 2020 Nanaimo Park Pavilion Improvements and Well House No. 2 Roof Replacement
B. Do not use harsh cleaning materials or methods that would damage finish.
END OF SECTION
GEI #2003226 5 Section 10170CITY OF IRON RIVER 2020 NANAIMO PARK PAVILION IMPROVEMENTS
AND WELL HOUSE NO. 2 ROOF REPLACEMENT
CONTRACT DOCUMENTS
Advertisement for Bids
Notice of Award
Standard Agreement
Notice to ProceedADVERTISEMENT FOR BIDS
NOTICE: The City of Iron River hereby gives notice that separate sealed Bids will be received for the 2020
Nanaimo Park Pavilion Improvements and Well House No. 2 Roof Replacement Project which entails removal
of the existing roof and rotten roof deck boards and new shingle roof on the Nanaimo Park Pavilion, and
removal of the existing roof and new modified bitumen roof on Well House No. 2 in the City of Iron River,
Michigan. The project completion date will be June 15, 2021.
TIME AND PLACE: Bids will be received at the Iron River City Hall until 10:00 A.M. (Local Time),
August 26, 2020. After the official Bid closing time, the Bids will be publicly opened and read aloud. In addition,
The City of Iron River will not consider any proposal which has not been received prior to the published time,
date, and year of bid opening (FAX transmittals will not be accepted).
BID SECURITY: Each Bid must be accompanied by a Bid Bond guarantee for five (5) percent of the Bid Amount.
BID REJECTION/ACCEPTANCE: The City of Iron River reserves the right to reject any or all bids, or any part
thereof at its discretion, and to waive any irregularities in the bidding.
CONTRACT DOCUMENTS: The Contract Documents may be obtained at the following locations:
Paper copies of the Contract Documents may be obtained at the Issuing Office, GEI Consultants of Michigan,
P.C., located at 990 Lalley Road, Iron River, MI 49935 upon payment of $150 (non‐refundable) for each set
and by calling Patty Ward at 906.214.4140 to schedule an appointment to obtain paper copies. Electronic
PDF copies of the Contract documents can be provided via email at no cost. Please contact Craig A.
Richardson, P.E. at 906.214.4151 or crichardson@geiconsultants.com with questions regarding this project.
August 5, 2020 Rachel Andreski
Date City Clerk
GEI # 2003226 1 Section 00100Notice of Award
Date: _______________
Project: 2020 Nanaimo Park Pavilion Improvements and Well House No. 2 Roof Replacement
Owner: City of Iron River Owner's Contract No.:
Contract: 2020 Nanaimo Park Pavilion Improvements and Well Engineer's Project No.: 2003226
House No. 2 Roof Replacement
Bidder:
Bidder's Address:
You are notified that your Bid dated ______ for the above Contract has been considered. You are the
Successful Bidder and are awarded a Contract for .
The Contract Price of your Contract is ____________________________Dollars
($_______________).
You must comply with the following conditions precedent within fifteen (15) days of the date you
receive this Notice of Award.
You must comply with the following conditions precedent within fifteen (15) days of the date you
receive this Notice of Award.
1. Deliver to the Owner 3 fully executed counterparts of the Contract Documents along with
proof of insurance.
Failure to comply with these conditions within the time specified will entitle Owner to consider you
in default, annul this Notice of Award, and declare your Bid security forfeited.
Within ten days after you comply with the above conditions, Owner will return to you one fully
executed counterpart of the Contract Documents.
City of Iron River
Owner
By:
Authorized Signature
Title
Copy to EngineerSUGGESTED FORM OF AGREEMENT
BETWEEN OWNER AND CONTRACTOR
FOR CONSTRUCTION CONTRACT (STIPULATED PRICE)
THIS AGREEMENT is by and between City of Iron River (“Owner”) and
(“Contractor”).
Owner and Contractor hereby agree as follows:
ARTICLE 1 – WORK
1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents.
The Work is generally described as follows:
2020 Nanaimo Park Pavilion Improvements and Well House No. 2 Roof Replacement
Project which entails removal of the existing roof and rotten roof deck boards and new
shingle roof on the Nanaimo Park Pavilion, and removal of the existing roof and new
modified bitumen roof on Well House No. 2 in the City of Iron River, Michigan.
ARTICLE 2 – THE PROJECT
2.01 The Project for which the Work under the Contract Documents may be the whole or only
a part is generally described as follows:
2017 Street Improvements Project
ARTICLE 3 – CONTRACT TIMES
3.01 Time of the Essence
A. All time limits for Milestones, if any, Substantial Completion, and completion and
readiness for final payment as stated in the Contract Documents are of the essence of
the Contract.
3.02 Dates for Substantial Completion and Final Payment
A. The Work will be substantially completed on or before June 15, 2021 and completed
and ready for final payment on or before June 15, 2021.
4.03 Liquidated Damages
A. Contractor and Owner recognize that time is of the essence and that Owner will suffer
financial loss if the Work is not completed within the times specified in Paragraph 4.02
above, plus any extensions thereof allowed by the Owner. The parties also recognize
the delays, expense, and difficulties involved in proving in a legal or arbitration
Agreement
Page 1 of 5proceeding the actual loss suffered by Owner if the Work is not completed on time.
Accordingly, instead of requiring any such proof, Owner and Contractor agree that as
liquidated damages for delay (but not as a penalty), Contractor shall pay Owner
$500.00 for each day that expires after the time specified in Paragraph 4.02 above for
Substantial Completion until the Work is substantially complete. After Substantial
Completion, if Contractor shall neglect, refuse, or fail to complete the remaining Work
within the Contract Time or any proper extension thereof granted by Owner, Contractor
shall pay Owner $500.00 for each day that expires after the time specified in Paragraph
4.02 above for completion and readiness for final payment until the Work is completed
and ready for final payment.
ARTICLE 5 – CONTRACT PRICE
5.01 Owner shall pay Contractor for completion of the Work in accordance with the Contract
Documents an amount in current funds equal to the sum of the amounts determined
pursuant to Paragraphs 5.01.A below:
A. For all Work, at the prices stated in the Contractor’s Bid, attached hereto as an exhibit.
ARTICLE 6 – PAYMENT PROCEDURES
6.01 Submittal and Processing of Payments
A. Contractor shall submit Applications for Payment upon completion of the Work and
acceptance of the Owner and Engineer.
B. Contractor shall provide lien waivers from all subcontractors and suppliers use on the
project prior to Owner issuing Final Payment on the project.
ARTICLE 7 – CONTRACTOR’S REPRESENTATIONS
7.01 In order to induce Owner to enter into this Agreement, Contractor makes the following
representations:
A. Contractor has examined and carefully studied the Contract Documents and the other
related data identified in the Bidding Documents.
B. Contractor 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. Contractor 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. Contractor is aware of the general nature of work to be performed by Owner and others
at the Site that relates to the Work as indicated in the Contract Documents.
Agreement
Page 2 of 5E. Contractor has given Engineer written notice of all conflicts, errors, ambiguities, or
discrepancies that Contractor has discovered in the Contract Documents, and the
written resolution thereof by Engineer is acceptable to Contractor.
F. The Contract Documents are generally sufficient to indicate and convey understanding
of all terms and conditions for performance and furnishing of the Work.
ARTICLE 8 – CONTRACT DOCUMENTS
8.01 Contents
A. The Contract Documents consist of the following:
1. This Agreement (pages 1 to 5, inclusive).
2. Drawings consisting of 5 Sheets.
3. Addenda (numbers 0 to 0 inclusive).
4. Exhibits to this Agreement (enumerated as follows):
a. Contractor’s Bid (pages 1 to _, inclusive).
b. Performance Bond (pages 1 to 3,, inclusive).
5. The following which may be delivered or issued on or after the Effective Date of
the Agreement and are not attached hereto:
a. Notice to Proceed (pages 1 to 1, inclusive).
b. Work Change Directives.
c. Change Orders.
B. The documents listed in Paragraph 9.01.A are attached to this Agreement (except as
expressly noted otherwise above).
C. There are no Contract Documents other than those listed above in this Article 9.
D. The Contract Documents may only be amended, modified, or supplemented as
provided by Owner.
ARTICLE 9 – MISCELLANEOUS
9.01 Assignment of Contract
A. No assignment by a party hereto of any rights under or interests in the Contract will be
binding on another party hereto without the written consent of the party sought to be
bound; and, specifically but without limitation, moneys that may become due and
moneys that are due may not be assigned without such consent (except to the extent
Agreement
Page 3 of 5that the effect of this restriction may be limited by law), and unless specifically stated to
the contrary in any written consent to an assignment, no assignment will release or
discharge the assignor from any duty or responsibility under the Contract Documents.
9.02 Successors and Assigns
A. Owner and Contractor each binds itself, its partners, successors, assigns, and legal
representatives to the other party hereto, its partners, successors, assigns, and legal
representatives in respect to all covenants, agreements, and obligations contained in the
Contract Documents.
9.03 Severability
A. Any provision or part of the Contract Documents held to be void or unenforceable
under any Law or Regulation shall be deemed stricken, and all remaining provisions
shall continue to be valid and binding upon Owner and Contractor, who agree that the
Contract Documents shall be reformed to replace such stricken provision or part thereof
with a valid and enforceable provision that comes as close as possible to expressing the
intention of the stricken provision.
9.04 Contractor’s Certifications
A. Contractor certifies that it has not engaged in corrupt, fraudulent, collusive, or coercive
practices in competing for or in executing the Contract. For the purposes of this
Paragraph 9.04:
1. “corrupt practice” means the offering, giving, receiving, or soliciting of any thing of
value likely to influence the action of a public official in the bidding process or in
the Contract execution;
2. “fraudulent practice” means an intentional misrepresentation of facts made (a) to
influence the bidding process or the execution of the Contract to the detriment of
Owner, (b) to establish Bid or Contract prices at artificial non-competitive levels, or
(c) to deprive Owner of the benefits of free and open competition;
3. “collusive practice” means a scheme or arrangement between two or more Bidders,
with or without the knowledge of Owner, a purpose of which is to establish Bid
prices at artificial, non-competitive levels; and
4. “coercive practice” means harming or threatening to harm, directly or indirectly,
persons or their property to influence their participation in the bidding process or
affect the execution of the Contract.
9.05 Insurances
A. Contractor shall purchase and maintain such insurance as is appropriate for the Work
being performed and as will provide protection from claims which may arise out of or
result from Contractor’s performance of the Work and Contractor’s other obligations
Agreement
Page 4 of 5under the Contract Documents. Contractor shall maintain minimum general
commercial liability insurance of $1,000,000.
B. Contractor shall name as additional insured the following:
1. City of Iron River, Michigan and including all elected and appointed officials, all
employees and volunteers, all boards, commissions and/or authorities and their
board members, employees, and volunteers. It is understood and agreed naming the
City of Iron River as an additional insured, coverage afforded is considered to be
primary and any other insurance that the City of Iron River may have in effect shall
be considered secondary and/or excess.
2. GEI Consultants of Michigan, P.C. and each of respective officers, employees, and
consultants.
IN WITNESS WHEREOF, Owner and Contractor have signed this Agreement. Counterparts have been
delivered to Owner and Contractor. All portions of the Contract Documents have been signed or have been
identified by Owner and Contractor or on their behalf.
This Agreement will be effective on (which is the Effective Date of the Agreement).
OWNER: CONTRACTOR
City of Iron River
By: By:
Title: Title:
(If Contractor is a corporation, a partnership,
or a joint venture, attach evidence of authority
to sign.)
Attest: Attest:
Title: Title:
Address for giving notices: Address for giving notices:
106 West Genesee Street
Iron River, MI 49935
License No.:
Agreement
Page 5 of 5Notice to Proceed
Date: _________________
Project: 2020 Nanaimo Park Pavilion Improvements and Well House No. 2 Roof Replacement
Owner: City of Iron River Owner's Contract No.:
Contract: 2020 Nanaimo Park Pavilion Improvements and Engineer's Project No.: 2003226
Well House No. 2 Roof Replacement
Contractor:
Contractor's Address:
You are notified that the Contract Times under the above Contract will commence to run
on _________________. On or before that date, you are to start performing your obligations under
the Contract Documents. In accordance with the Agreement, the date of Final Completion is June
15, 2021.
Also, before you may start any Work at the Site, you must:
None.
City of Iron River
Owner
Given by:
Authorized Signature
Title
Date
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