ATTACHMENT 21 - FSB2020-332-00_WI-ANG_B400 AMXS_ADD NO. 03_2022.05.12.pdf
PDF 692 KB Posted
- Attached to
- CONSTRUCT F-35 ALTER BUILDING 400 AMXS
- Solicitation number
- W50S9F-22-R-0006
- Issued by
-
Department of the Army National Guard
About this file
This document summarizes a federal solicitation for construction services. The National Guard seeks a firm fixed-price contract to alter Building 400 at Dane County Regional Airport - Truax Field in Madison, Wisconsin to accommodate F-35 operations for the 115th Fighter Wing. Scope of work includes demolishing and rebuilding administration and maintenance areas, adding two elevators, upgrading power, HVAC and fire suppression for all aircraft parking spots, and partially replacing the roof. Additional work includes upgrading the lightning protection and fall protection systems. The project requires complying with LEED standards. The solicitation includes base CLINs for construction and demolition, and options for communications towers and aircraft power. The contract term is 450 days from notice to proceed. The estimated value is between $10-25 million. The solicitation closes May 5, 2022. Evaluation will consider technical, past performance and price factors without discussions. The selected contractor must subcontract no more than 85% of the award amount, excluding materials, to non-similarly situated entities.
View the file
Other files
Show all 45
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
h:\prj\2020\20203320\08-submissions\2022_05_12_add 3\fsb2020-332-00_wi-ang_b400_add no. 03_2022.05.12_narrative.docx Page 1 of 2
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
ADDENDUM NO. 03
Date: 12 May 2022
To: ALL BIDDERS OF RECORD
From: Frankfurt-Short-Bruza Associates, P.C.
5801 N. Broadway Ext., Suite 500 Oklahoma City, OK 73118
Subject: XGFG182009: F-35: Alter Building 400 AMXS, WI/ANG, Truax Field, Madison, WI
FSB Project No.: FSB2020-332-00
NOTE: This Addendum forms a part of the Contract Documents and modifies the Original Documents dated 21 January 2022.
Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification.
ATTACHMENTS
Items in this addendum take precedence over the original bid documents. Items not specifically revised remain in effect. This addendum consists of (2) pages and the following attachments:
Specifications:
PROJECT TABLE OF CONTENTS
07 17 00 – BENTONITE WATERPROOFING
Drawings:
None.
FSB | DefineDesignDeliver
MODIFICATIONS TO THE CONDITIONS OF THE CONTRACT
MODIFICATIONS TO THE SPECIFICATIONS
ITEM 01.2-1 Refer to attached Project Table of Contents, dated 12 May 2022:
A. Project Table of Contents is hereby revised and re-issued in its entirety to incorporate changes noted as part of this Addendum related to specifications included on the project. Replace Project Table of Contents dated 6 May 2022 with attached revised Project Table of Contents dated 12 May 2022.
ITEM 01.2-2 Refer to attached Specification Section 07 17 00 – BENTONITE WATERPROOFING, dated 12 May 2022:
A. Specification Section 07 17 00 is hereby issued in its entirety to provide requirements for bentonite waterproofing on the project.
MODIFICATIONS TO THE DRAWINGS
BIDDER RFI RESPONSES
ITEM 01.4-1 Refer to attached document – BID RFI QUESTIONS AND RESPONSES, dated 12 May 2022, for responses to Bid RFI Questions received by the A/E as of 6 May 2022.
SUSTITUTION REQUESTS
W
IS C O NS IN
A R C H I T E C T
JASON T.
HOLUBY
A-13101
OKLAHOMA CITY
OK
ANG/WI - F-35: Alter Building 400 AMXS 20203320F35B400 Addendum No. 03 12 May 2022
PROJECT TABLE OF CONTENTS
DI VI SI ON 01 - GENERAL REQUI REMENTS
01 11 00 SUMMARY OF WORK
01 14 00 WORK RESTRICTIONS
01 20 00 PRICE AND PAYMENT PROCEDURES
01 30 00 ADMINISTRATIVE REQUIREMENTS
01 32 01.00 10 PROJECT SCHEDULE
01 33 00 SUBMITTAL PROCEDURES
01 33 29 SUSTAINABILITY REPORTING
01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.00 10 QUALITY CONTROL
01 45 35 SPECIAL INSPECTIONS
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
01 78 00 CLOSEOUT SUBMITTALS
01 78 23 OPERATION AND MAINTENANCE DATA
01 91 00.15 10 TOTAL BUILDING COMMISSIONING
DI VI SI ON 02 - EXI STI NG CONDI TI ONS
02 41 00 DEMOLITION AND DECONSTRUCTION
02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL
02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS
02 82 00 ASBESTOS REMEDIATION
02 83 00 LEAD REMEDIATION
02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs
AND MERCURY
02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS (PCBs)
DI VI SI ON 03 - CONCRETE
03 30 00 CAST-IN-PLACE CONCRETE
DI VI SI ON 04 - MASONRY
04 20 00 UNIT MASONRY
DI VI SI ON 05 - METALS
05 05 20.00 27 POST-INSTALLED CONCRETE AND MASONRY ANCHORS
05 12 00 STRUCTURAL STEEL
05 30 00 STEEL DECKS
05 40 00 COLD-FORMED METAL FRAMING
05 50 13 MISCELLANEOUS METAL FABRICATIONS
DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES
06 10 00 ROUGH CARPENTRY
06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
06 61 16 SOLID SURFACING FABRICATIONS
DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON
07 17 00 BENTONITE WATERPROOFING
07 21 16 MINERAL FIBER BLANKET INSULATION
PROJECT TABLE OF CONTENTS Page 1
07 22 00 ROOF AND DECK INSULATION
07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS
07 54 19 POLYVINYL-CHLORIDE ROOFING
07 60 00 FLASHING AND SHEET METAL
07 84 00 FIRESTOPPING
07 92 00 JOINT SEALANTS
DI VI SI ON 08 - OPENI NGS
08 11 13 STEEL DOORS AND FRAMES
08 14 00 WOOD DOORS
08 31 00 ACCESS DOORS AND PANELS
08 33 13 COILING COUNTER DOORS
08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES
08 60 45 SKYLIGHTS
08 71 00 DOOR HARDWARE
08 81 00 GLAZING
08 87 35 ARCHITECTURAL WINDOW FILM
08 91 00 METAL WALL LOUVERS
DI VI SI ON 09 - FI NI SHES
09 06 00 SCHEDULES FOR FINISHES
09 22 00 SUPPORTS FOR GYPSUM BOARD
09 29 00 GYPSUM BOARD
09 30 10 CERAMIC, AND GLASS TILING
09 51 00 ACOUSTICAL CEILINGS
09 54 36 SUSPENDED DECORATIVE GRIDS
09 62 38 STATIC-CONTROL FLOORING
09 65 00 RESILIENT FLOORING
09 67 23.16 FUEL RESISTIVE RESINOUS FLOORING, 5-COAT SYSTEM
09 68 00 CARPETING
09 77 20 FIBERGLASS REINFORCED WALL PANELS
09 84 20 ACOUSTICAL WALL AND CEILINGPANELS
09 90 00 PAINTS AND COATINGS
DI VI SI ON 10 - SPECI ALTI ES
10 14 00.10 EXTERIOR SIGNAGE
10 14 00.20 INTERIOR SIGNAGE
10 21 13 TOILET COMPARTMENTS
10 22 39 FOLDING PANEL PARTITIONS
10 26 00 WALL AND DOOR PROTECTION
10 28 13 TOILET ACCESSORIES
10 44 16 FIRE EXTINGUISHERS
10 51 00 CELL PHONE LOCKERS
10 51 13 METAL LOCKERS
10 53 00 MANUFACTURED CANOPY
DI VI SI ON 11 - EQUI PMENT
11 94 10 ROOFTOP FALL PROTECTION ANCHORS
DI VI SI ON 12 - FURNI SHI NGS
12 24 13 ROLLER WINDOW SHADES
DI VI SI ON 14 - CONVEYI NG EQUI PMENT
PROJECT TABLE OF CONTENTS Page 2
RIGID RAIL FALL RESTRAINT SYSTEM
14 21 23 ELECTRIC TRACTION PASSENGER AND SERVICE ELEVATORS
DI VI SI ON 21 - FI RE SUPPRESSI ON
21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION
21 13 18 PREACTION SPRINKLER SYSTEMS, FIRE PROTECTION
21 13 25 HIGH-EXPANSION FOAM SYSTEM, FIRE PROTECTION
21 30 00 FIRE PUMPS
DI VI SI ON 22 - PLUMBI NG
22 00 00 PLUMBING, GENERAL PURPOSE
22 31 00 WATER SOFTENERS, CATION-EXCHANGE (SODIUM CYCLE)
DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)
23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND
EQUIPMENT
23 05 48.19 BRACING FOR HVAC
23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC
23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS
23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC
23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC
23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING
CONTROL SYSTEMS
23 11 20 FACILITY GAS PIPING
23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM
23 21 23 HYDRONIC PUMPS
23 23 00 REFRIGERANT PIPING
23 30 00 HVAC AIR DISTRIBUTION
23 31 13.00 40 METAL DUCTS
23 34 23.00 40 HVAC POWER VENTILATORS
23 36 00.00 40 AIR TERMINAL UNITS
23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLES
23 52 00 HEATING BOILERS
23 74 33.00 40 PACKAGED, OUTDOOR, HEATING AND COOLING MAKEUP
AIR-CONDITIONERS
23 75 15 CUSTOM-PACKAGED, AIRCRAFT PRE-CONDITIONED AIR UNITS
23 81 29 VARIABLE REFRIGERANT FLOW HVAC SYSTEMS
23 82 00.00 20 TERMINAL HEATING UNITS
DI VI SI ON 25 - I NTEGRATED AUTOMATI ON
25 05 11.01 CYBERSECURITY FOR LOW IMPACT HVAC CONTROL SYSTEMS
25 05 11.02 CYBERSECURITY FOR LOW IMPACT PORTABLE GENERATOR LOAD BANK
CONNECTION CABINET CONTROL SYSTEMS
25 05 11.03 CYBERSECURITY FOR LOW IMPACT SWITCH GEAR AUTOMATION
CONTROL SYSTEMS
25 05 11.04 CYBERSECURITY FOR LOW IMPACT FIRE PROTECTION/MASS
NOTIFICATION SYSTEM FACILITY-RELATEDCONTROL SYSTEMS
25 05 11.05 CYBERSECURITY FOR LOW IMPACT ACCESS CONTROL SYSTEM AND
INTRUSION DETECTION SYSTEM FACILITY-RELATED CONTROL
SYSTEMS
25 05 11.06 CYBERSECURITY FOR LOW IMPACT CCTV SYSTEM FACILITY-RELATED
CONTROL SYSTEMS
25 05 11.07 CYBERSECURITY FOR LOW IMPACT ELECTRICAL METERING AND
NETWORK LIGHTING CONTROLS FACILITY-RELATED CONTROL SYSTEMS
DI VI SI ON 26 - ELECTRI CAL
PROJECT TABLE OF CONTENTS Page 3
26 05 19.10 10 INSULATED WIRE AND CABLE
26 05 26.00 40 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
26 08 00 APPARATUS INSPECTION AND TESTING
26 09 43 NETWORK LIGHTING CONTROLS (WIRED)
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 24 13 SWITCHBOARDS
26 27 13.10 30 ELECTRIC METERS
26 28 00.00 10 MOTOR CONTROL CENTERS, SWITCHBOARDS AND PANELBOARDS
26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION
26 35 44 270 VDC SOLID STATE CONVERTER
26 36 20 PORTABLE GENERATOR AND LOAD BANK CONNECTION CABINETS
(PGLBCC)
26 41 00 LIGHTNING PROTECTION SYSTEM
26 51 00 INTERIOR LIGHTING
26 56 00 EXTERIOR LIGHTING
DI VI SI ON 27 - COMMUNI CATI ONS
27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS
27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM
DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY
28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM,
ADDRESSABLE
DI VI SI ON 31 - EARTHWORK
31 00 00 EARTHWORK
DI VI SI ON 32 - EXTERI OR I MPROVEMENTS
32 11 20 BASE COURSE FOR SIDEWALK
32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 4
SECTION 07 17 00
BENTONITE WATERPROOFING
02/16
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
ASTM INTERNATIONAL (ASTM)
ASTM D217 (2019b) Standard Test Methods for Cone Penetration of Lubricating Grease
ASTM D1557 (2012; E 2015) Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3) (2700 kN-m/m3)
1.2 SUBMITTALS
Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-03 Product Data
Bentonite Materials ; G
Bentonite Panels ; G
Accessories ; G
SD-08 Manufacturer's Instructions
Application
Protection
Corrections Procedures; G
1.3 DELIVERY, STORAGE, AND HANDLING
Deliver, store, and handle bentonite waterproofing materials in original manufacturer's packaging and in strict accordance with manufacturer's printed instructions. Do not place or store bentonite materials in wet areas or during precipitation. Protect materials and accessories from moisture. Remove and replace products that show evidence of exposure to moisture prior to completion of installation. Remove materials which show evidence of damage, deterioration, or contamination.
Provide bentonite products and containers with manufacturer's labels intact and identifying all materials.
SECTION 07 17 00 Page 1
PART 2 PRODUCTS
2.1 BENTONITE MATERIALS
2.1.1 Bulk Bentonite
Provide high swelling, sodium bentonite containing a minimum of 90 percent montmorillonite and a maximum of 10 percent unaltered volcanic ash or other native sediments.
2.1.2 Bentonite Properties
Provide material meeting the following requirements:
2.1.2.1 Free Swell Rating
Two grams of granular bentonite sifted into deionized water must swell to occupy a minimum volume of 16 cubic centimeters.
2.1.2.2 Active Ingredient
Hydrous silicate of alumina, composed of the following chemical percentages and their allowable deviations:
Silica 61.0 plus/minus 3.0
Alumina 19.5 plus/minus 1.5
Iron oxide 5.0 plus/minus 1.0
Magnesia 2.8 plus/minus 0.4
Soda and potash oxides 2.4 plus/minus 0.7
Calcium oxide 0.6 plus/minus 0.5
Molecular water 6.1 plus/minus 0.6
Minor 2.6 plus/minus 0.6
2.1.3 Bentonite Panels
Provide panels containing bentonite material sealed between two layers of absorbent material with a minimum of 1 pound of evenly distributed bentonite per square foot . Provide bentonite panels with a minimum thickness of 48 inches square by minimum dry thickness of 3/16 inch .
2.1.4 Bentonite Mineral Based Gel
Provide material in accordance with ASTM D217 for a worked penetration range of 215 to 275. Provide gel with a minimum of 45 percent controlled, partially hydrated, high swelling sodium bentonite by weight with a minimum pH of 8.8, no free water, and 25 percent or more residual swell.
SECTION 07 17 00 Page 2
PART 3 EXECUTION
3.1 SURFACE PREPARATION
Examine surfaces prior to treatment, eliminate irregularities and remove loose and foreign material. Remove form tie rods. Point cracks and honeycombs in concrete surfaces. Make surfaces of finished patches flush with adjacent concrete surfaces. Allow cement mortar to dry for minimum of 72 hours prior to application of bentonite panels.
3.2 APPLICATION
Apply bentonite waterproofing on exterior surfaces of below grade concrete walls where indicated, in accordance with manufacturer's printed instructions. Securely fasten panels over all construction joints and all expansion joints. Thoroughly pack all through-wall openings and penetrations with bentonite gel, granular bentonite, or both, prior to placement of bentonite panels.
3.3 PROTECTION
Protect bentonite panels during backfilling and compaction in accordance with manufacturer's printed instructions. If backfill is not immediately applied, protect panels from precipitation by completely covering exposed panels with polyethylene; remove polyethylene immediately prior to backfilling. Replace damaged panels with new panels before and during backfilling and compaction.
3.4 BACKFILL
Backfill with smooth and uniform material with no sharp projections.
Compact backfill to at least 85 percent of ASTM D1557 maximum density.
Ensure backfill material is not contaminated with salt or other materials that could prevent bentonite from hydrating.
3.5 CORRECTIONS
Repair leaks and defective areas in accordance with manufacturer's printed instructions.
-- End of Section --
SECTION 07 17 00 Page 3
THIS PAGE INTENTIONALLY LEFT BLANK
SECTION 07 17 00 Page 4
File details come from the government source that posted it. Updated .