DB_Technical_Specs.pdf

VARIOUS FACILITIES IMPROVEMENTS

9TH TSG ARMY RESERVES

TAFUNA, AMERICAN SAMOA

REQUEST FOR PROPOSAL

TABLE OF CONTENTS

Various Facilities Improvements 9th TSG Army Reserves

Tafuna, American Samoa

DIVISION 01 - General Requirements

Sections:

01 10 00 Statement of Work

01 32 00 Project Schedule

01 33 00 Submittal Register

01 33 16 Design After Award

01 35 29 Safety and Occupational Health Requirements

01 45 00 Quality Control System (QCS)

01 45 04 Contractor Quality Control

01 57 20 Environmental Protection

01 62 35 Recycled/Recovered Materials

01 78 00 Closeout Submittals

01 90 00 Miscellaneous Provisions

Appendices:

Appendix A (Not Used)

Appendix B Concept Sketches

Appendix C As-Built Drawings (Electronic Copy Only)

End of Table of Contents

TAFUNA, AMERICAN SAMOA

01 10 00-1

SECTION 01 10 00

STATEMENT OF WORK

1.0 GENERAL

1.1 The Contractor shall design and construct motorized vehicle entry gates and pedestrian entry gates at the 9th TSG Army Reserve Facility, Tafuna, American Samoa resulting in complete and usable facilities.

1.2 The intent of this section is to describe the minimum design and construction requirements for quality, function, and materials, and types of construction in sufficient detail to enable engineering and design to be completed by the Design-Build Contractor (DBC). In Section 01 10 00, each engineering and design discipline describes design intent and outlines the parameters to which the DBC shall design.

1.3 All designs, design analysis and construction document drawings and specifications shall be prepared to comply with this section. No deviations from this section will be allowed unless prior approval is obtained from the Contracting Officer's Representative (COR).

All questions or problems encountered by the Contractor in following the requirements in this section shall be promptly submitted with recommendations to the COR for approval.

1.4 Work Classification

1.4.1 Work.

The project scope for work shall consist of the following (see Appendix B):

1.4.1.1 Gate A: Remove existing manual sliding gates and provide new motorized vehicle sliding gates, approximately 50-ft wide with center removable post at the astragal where the two sliding gates meet.

Operations and controls will be located in the Administrative Office.

1.4.1.2 Gate B: Remove existing sliding gates and provide new motorized vehicle gates, approximately 50-ft wide with a 5-ft center island. Entry shall include intercom, proximity reader, and video security mounted on a bollard. A cantilevered canopy system with supports, off the center island shall be provided to protect the driver against inclement weather when using the intercom to communicate access entering the Army Reserve Facility through Gate B. The exit lane shall be provided with a loop detector for automated exiting. Operations and controls will be located in the Administrative Office of the Training Building.

1.4.1.3 Gate C: Provide 42-in wide pedestrian gate provisioned with an intercom, proximity reader, and video security. A canopy enclosed on 3 sides with concrete masonry unit (CMU) walls shall be provided to protect pedestrians against inclement weather when using the intercom to communicate access into the Army Reserve Facility through Pedestrian Gate C. Operations and controls will be located in the Administrative Office of the Training Building.

1.4.1.4 Gate D: Provide interior manual swing gate between Motor Pool and the Admin buildings required for generator security. The swing gate shall be 12-ft wide and secured with a keyed-lock.

01 10 00-2

1.4.1.5 Gate E: Provide interior manual pedestrian gate between Motor Pool and the Admin building required for generator security. The pedestrian gate shall be 3-ft wide and secured with a keyed-lock.

2.0 APPENDICES

2.1 Information provided in the appendices is intended to provide additional design requirements and information.

2.2 Concept sketches have been developed for this Design-Build Request for Proposal

(RFP) and provided in Appendix B. The drawing clarifies project requirements and shall be used for informational purposes only. Further development of this design will require coordination with the using agency and base personnel. Revisions and refinements to these drawings, or any other drawings and plans developed as a result of this proposal, should be expected during the course of design development until final design is achieved.

2.3 Existing facility “as-built” drawings are provided in Appendix C.

3.0 COORDINATION

3.1 The DBC shall be responsible for the coordination between design, engineering and construction disciplines in order to fulfill the requirements of this contract and to provide a complete, integrated and functional facility.

4.0 SUBMITTALS

4.1 The DBC is responsible to ensure that all materials and construction are in conformance with the applicable requirements as outlined in this section and in Section 01 33 16 Design After Award.

5.0 DESIGN REQUIREMENTS

5.1 The DBC shall use materials and equipment accepted within the construction industry and the criteria contained herein using industry standard materials and efficient practices.

The building design and the materials selected shall be of high quality, durable and easily maintained.

5.2 The DBC shall prepare complete construction documents for all work designed as required by the RFP. The DBC's Designers of Record shall develop construction drawings and specifications for all areas of work and for obtaining topographic survey, as required, at no additional cost to the Government.

5.3 The DBC shall be responsible for the professional quality, code compliance, technical accuracy and coordination of all designs, drawings, specifications and other documents or publications upon which the design and construction are based.

5.4 Ambiguity. If there are any conflicts in codes or standards, obtain clarification from the

COR before proceeding with design or construction. In the event of conflict between standards and UFC, the most stringent shall apply. All other conflicts shall obtain clarification from the Contracting Officer.

6.0 ACCESSIBILITY REQUIREMENTS

6.1 Accessibility is required for this facility. The pedestrian gate, as shown in Appendix B, shall be constructed in accordance to ABA standards, Chapter 4: Accessible Routes.

01 10 00-3

7.0 HISTORIC PRESERVATION (NHPA, SECTION 106)

7.1 Federal law requires that all repairs, renovations, and alterations to federal buildings be reviewed under Section 106 of the NHPA of 1966. As required, the Government has completed its consultation with the American Samoa Historic Preservation Office No other properties are affected by this undertaking.

7.2 No construction work will commence until all Section 106 conditions have been incorporated into the design and accepted by the Government’s Architectural Historian.

7.3 ADDITIONS. (Not applicable)

7.4 ROOF. (Not applicable)

7.5 WINDOWS. (Not applicable)

7.6 MECHANICAL AND ELECTRICAL EQUIPMENT. (Not applicable)

8.0 DEMOLITION

8.1 All demolition debris shall be removed and disposed of away from Government Property

9.0 SITE DEMOLITION AND REMOVAL

9.1 The DBC will be required to demolish existing fence as indicated. Removal work includes any demolition required to do the work.

10.0 SITE CONDITIONS AND REQUIREMENTS

10.1 Prior to the commencement of construction, the DBC and Contracting Officer shall inspect and record the existing conditions of the installation haul routes. The Contractor shall repair damaged haul routes to pre-construction conditions at the completion of construction and at no additional costs to the Government.

10.2 PROJECT LIMITS, CONTRACTOR’S OPERATIONS AND STORAGE AREA (COSA),

AND HAUL ROUTE.

10.2.1 Project Limits. The Contractor shall confine all work to within the project limits, unless otherwise approved by the COR (Contracting Officer’s Representative).

Approximate project limits are shown in Appendix B, Civil Site Plan.

10.2.2 Contractor’s Operations and Storage Area (COSA). Contractor’s Operations and

Storage Area (COSA) shall be located within the project limits in a location approved by the COR. COSA shall be restored to its original condition after the project completion. COSA shall be fenced (minimum height 7-ft.) with a sign posted showing the Contractor’s name, point of contact (POC), and phone number for POC (24 Hours/Day), in case of emergency during off-hours. For additional requirements, see General Requirements Specification Section:

Miscellaneous Provisions.

10.3 HAZARDOUS MATERIALS AND CONTAMINATION (Not applicable)

01 10 00-4

The Government does not anticipate that the Contractor will be required to remove or dispose of any hazardous materials or waste during the site preparation phase of this project.

10.4 DISPOSAL OF WASTE MATERIALS

The DBC shall provide environmental pollution control measures as required in Specification ENVIRONMENTAL PROTECTION section for the project.

10.5 TREE PRESERVATION AND PROTECTION REQUIREMENTS. (Not applicable)

10.6 TURF RESTORATION (Not applicable)

10.7 TRAFFIC CONTROL (Not applicable)

11.0 SITE DESIGN AND CONSTRUCTION REQUIREMENTS

11.1 APPLICABLE CRITERIA

11.1.1 Federal Highway Administration (FHWA)

Manual on Uniform Traffic Control Devices for Streets and Highways [signage for streets and highways]

11.1.2 U.S. Architectural and Transportation Barriers Compliance Board

11.1.2.1 ADA Standards for Accessible Design 928 CFR Part 36

11.1.2.2 Architectural Barriers Act (ABA) Standards, 2015

11.1.3 UFC 3-201-01 Civil Engineering, 01 June 2013

11.1.4 UFC 4-022-03 Security Fences and Gates, 01 October 2013

11.1.5 US Army Corps of Engineers Omaha District Standard Details for Chain-link

Security Fences, Farm Style Fences and a Double Cable Barrier., 17 March

11.2 SITE LAYOUT AND CONSTRAINTS (Not applicable)

11.2.1 Anti-Terrorism (AT) (Not applicable)

11.2.2 Fire Department Vehicle Access. (Not applicable)

11.3 CONCRETE WALKWAY PAVEMENT

11.3.1 General. Contractor shall design and construct concrete walkways in accordance with the requirements provided.

11.3.2 Concrete walks shall be design and constructed in accordance with UFC 3-201- 010 Civil Engineering, 01 June 2013.

11.4 UTILITY LAYOUT

01 10 00-5

11.4.1 GENERAL: Coordination of all site work on the project, including all utility work, is the responsibility of the DBC. It is the DBC's responsibility to confirm the specific locations of the existing utilities and to design and construct utility services. Unless otherwise augmented or superseded by requirements included in the RFP, utility service lines shall be installed underground. For site electrical and telecommunication design and construction requirements, see Section 01010 paragraph, Electrical System. Transformers, electric switches, telephone/cable boxes, etc. shall be located in locations not immediately apparent to the facility users or personnel passing by the site to the maximum extent practicable. Suggested locations of the utility point of connections are shown on sketch in Appendix B.

11.4.2 Utility lines shall be marked with plastic marking tape. Plastic marking tape shall be acid and alkali-resistant polyethylene film, 150 mm (6 inches) wide with minimum thickness of 0.01 mm. Tape shall have a minimum strength of 12.5 MPa lengthwise and 10.5 MPa crosswise. The tape shall be manufactured with integral wires, foil backing or other means to enable detection by a metal detector when the tape is buried up to three feet (1) deep. The tape shall be of a type specifically manufactured for marking and locating underground utilities.

The metallic core of the tape shall be encased in a protective jacket or provided with other means to protect it from corrosion. Warning tapes shall be installed directly above all buried pipes, at a depth of 450 mm (18 inches) below finished grade. Tape color shall be as specified below and shall bear a continuous printed inscription describing the specific utility.

Tape Color:

Red: Electric Orange: Telephone, Telegraph, Television, Police, and Fire Communications Yellow: Gas, Dangerous Materials

11.5 EXCAVATION AND UTILITY PERMITS

11.5.1 General. The Contractor shall determine excavation and utility permit requirements as part of the design process and shall secure all permits necessary for this construction. Permit requirements include, but are not limited to the following:

11.5.2 American Samoa Government, Department of Commerce, Land Use Permit.

Contractor shall be responsible for obtaining a Land Use Permit or its equivalence prior to commencing trenching and excavation activities.

11.6 CHAIN-LINK SECURITY FENCE & GATE

General. Provide chain-link security gates as shown in Appendix B, Civil Site Plan. All fencing and gates shall be 7.0-ft in height and green vinyl coated with PVC privacy slats to match existing. Unless otherwise augmented or superseded by requirements included the RFP, Fence and Gate materials, accessories and dimensions and installation shall be in accordance with US Army Corps of Engineers Omaha District: Standard Details for Chain-Link Fences, Farm Style Fences and A Double Cable Barrier and UFC 4-022-03 Security Fences and Gates, 01 October 2013. Incidental fence repairs will be included in the scope of work and the repairs shall match adjacent surfaces. Perimeter fencing shall be Type FE6 – Chain-link Fence with Barbed Wire on a Single Outrigger, to match existing. Internal fencing shall be FE5 – Chain-link Fence without Barbed-Wire Apron.

01 10 00-6

11.6.1 Provide security features/system compatible with the existing security system for each gate as follows: Each gate shall be independently operated.

11.6.1.1 Gate A: Provide motorized sliding gates approximately 50-ft wide with center removable astragal. See Electrical section for details.

11.6.1.2 Gate B: Provide motorized sliding gates approximately 50-ft wide with a 5-ft center island. The exit lane shall be provided with a loop detector for automated exiting. See Electrical and Architectural sections for details.

11.6.1.3 Gate C: Provide 42-in wide remotely-operated/controlled pedestrian gate. See Electrical and Architectural sections for details.

11.6.1.4 Gate D: Provide interior manual swing gate between Motor Pool and the Admin building, as shown in Appendix B. The swing gate shall be 12-ft wide and secured with a keyed-lock.

11.6.1.5 Gate E: Provide interior manual pedestrian gate, as shown in Appendix

B. The pedestrian gate shall be 3-ft wide and secured with a keyed-lock.

12.0 ARCHITECTURAL DESIGN REQUIREMENTS

12.1 General

Provide canopies as shown on Appendix B. Canopy roof framing shall be constructed of steel. Canopy roof panels shall be factory pre-finished with polyvinylidene fluoride or Kynar 500/Hylar 5000 finish. Color of roof panel shall be selected from the manufacturer’s standard color chart. Canopies shall meet Structural requirements for dead loads, live loads, and wind loads. See paragraph 14.0 STRUCTURAL DESIGN REQUIREMENTS. All codes and criteria must be met and accounted for all work within the project limits.

12.2 Architectural Work Notes

12.2.1 Provide a cantilevered canopy system supported off of the center island at Gate B for vehicular traffic entering into the Army Reserve Facility. Minimum dimensions for the cantilever canopy shall be 12.5 feet wide by 7 feet deep. Height clearance for the cantilevered canopy shall be determined for clearance of a full-size van.

12.2.2 Provide a pedestrian canopy at Gate C. Pedestrian canopy roof framing shall be constructed of steel. Canopy roof panels shall be factory pre-finished with polyvinylidene fluoride or Kynar 500/Hylar 5000 finish. Color of roof panel shall be selected from the manufacturer’s standard color chart. The canopy shall be enclosed on three (3) sides with concrete masonry unit (CMU) walls. Minimum dimensions of the pedestrian canopy shall be 10 feet wide by 10 feet deep by 7 feet high.

12.3 Painting

12.3.1 All paints used shall be listed on the “Approved Product List” of the Master

Painters Institute (MPI). Application criteria shall be as recommended by MPI guide specifications for the substrate to be painted and the environmental conditions existing at the project site.

01 10 00-7

12.3.2 Exterior surfaces, except factory pre-finished material or exterior surfaces receiving other finishes shall be painted a minimum of one prime coat and two finish coats. Paints having a lead content over 0.06 percent by weight of nonvolatile contents are unacceptable. Paints containing zinc-chromate, strontium-chromate, mercury or mercury compounds, confirmed or suspected human carcinogens shall not be used on this project. Exterior paints and coating products shall be classified as containing low volatile organic compounds (VOCs) in accordance with MPI criteria. Application criteria shall be as recommended by MPI guide specifications. Provide an MPI Gloss Level 5 Finish (semi-gloss), unless otherwise specified.

12.3.3 Electrical painting includes field coating of interior and exterior, and existing surfaces. Where a space or surface is indicated to be painted, include the following items unless indicated otherwise: Exposed piping, conduit, and ductwork; supports, hangers, air grilles, and registers; miscellaneous metalwork and insulation coverings.

13.0 SIGNAGE

13.1 Signage. The contractor shall meet with the User representative, Contracting Officer Representative and Department of Public Works (DPW) representative to develop the signage schedule and building directory. Provide interior signage for life safety requirements and room identification. Signage message shall be coordinated with the Government/user before ordering or installation.

14.0 STRUCTURAL DESIGN REQUIREMENTS:

14.1 GENERAL DESCRIPTION

The contractor shall provide all material, labor and equipment to perform structural engineering services and installation of two canopies as shown on Appendix B. The contractor shall determine an efficient steel canopy framing system to comply with the structural requirements of the applicable building codes and criteria. Existing soil boring information for the area may be used to develop geotechnical design parameters for the foundation system recommendation.

14.1.1 The canopy to provide coverage to the center island at Gate B shall be a cantilevered frame system. The framing shall consist of structural steel to support applicable gravity loads. The lateral load resisting system shall be a braced frame in the longitudinal direction and an inverted pendulum system in the transverse direction.

14.1.2 The pedestrian canopy at Gate C shall be enclosed on three (3) sides with opening only on one side. The gravity load carrying system shall consist of structural steel roof framing with load bearing CMU walls. The lateral load resisting system shall be CMU shear walls in both directions.

14.2 APPLICABLE BUILDING CODE

UFC 1-200-01, General Building Requirements, 1 July 2013 including Change 2, 1

November 2014.

UFC 3-301-01, Structural Engineering, 1 June 2013 including Change 1, 15 May 2014

2012 International Building Code

ASCE 7-10, Minimum Design Loads for Buildings and Other Structures

01 10 00-8

AISC 14th Edition, American Institute of Steel Construction Manual

AWS D1.1, Structural Welding Code

ACI 318-11, Building Code Requirements for Structural Concrete

ACI 530-11, Building Code Requirements for Masonry Structures

14.3 STRUCTURAL MATERIALS

Concrete:

Footings and Slabs-On-Grade – 3,000 psi

Concrete Masonry (CMU):

ASTM C90, Normal Weight - f’m = 1,500 psi Grout – f’c = 2,500 psi Type S Mortar

Reinforcing Steel:

ASTM A615 - Fy = 60,000 psi

Structural Steel:

ASTM A992 - Wide Flange ASTM A53, Grade B – Pipes ASTM A500, Grade B - Tubes ASTM A36 – Angles, Channels and Plates ASTM A307 – Bolts Welding Electrodes – E70XX

14.4 DESIGN CRITERIA

Roof Live Load: 20 psf

Live Load: 60 psf

Risk Category: II

Wind:

Basic Wind Speed (3 Second Gust): 160mph

Seismic:

Importance Factor: 1.0 Short Period Spectral Response Acceleration: 0.41g One-Second Period Spectral Response Acceleration: 0.16g

15.0 ELECTRICAL SYSTEM

15.1 References:

Contractor shall refer to the current version of each publication citied.

NFPA 70 National Electrical Code

ANSI C2 National Electrical Safety Code

01 10 00-9

UFC 3-501-01 Electrical Engineering

UFC 3-520-01 Interior Electrical Systems

UFC 3-530-01 Interior and Exterior Lighting Systems and Controls

UFC 3-550-01 Exterior Electrical Power Distribution

UFC 3-580-01 Telecommunications Building Cabling Systems Planning and Design

I3A Technical Criteria for the Installation Information Infrastructure Architecture

15.2 General

15.2.1 The electrical scope for this project includes installation of motorized gate operators, security and communication system devices at designated vehicle and/or pedestrian gates (See Appendix B).

15.2.2 The design and construction of the electrical system shall be in compliance with the most recent editions of the references and criteria listed in Section 15.1.

Where there is a conflict between Section 01 10 00 Statement of Work (SOW) and the references and criteria, the more stringent shall apply.

15.2.3 All work including materials, equipment and devices shall, as a minimum, meet the applicable requirements of the National Electrical Code (NEC), Unified Facilities Criteria (UFC) and Underwriters Laboratories (UL) where UL standards are established for those items.

15.2.4 Provide all applicable calculations required by UFC 3-501-01.

15.3 Interior/Exterior Electrical Systems

15.3.1 All conductors shall be copper. The minimum conductor size shall be #12 AWG for power/lighting and #14 AWG for control.

15.3.2 All conduits above-grade shall be ¾”C (min). Interior conduits shall be EMT.

Exterior conduits shall be GRC.

15.3.3 All underground duct lines shall be concrete-encased, schedule 40, pvc, buried 24” below grade. Individual ducts shall be a 1”C (min). Conduits subjected to vehicular traffic shall be concrete encased.

15.3.4 MC and AC cables shall not to be used.

15.3.5 All exterior equipment and materials shall be suitable for corrosive environment.

Where electrical enclosures are subject to corrosive environment provide stainless steel enclosures.

15.3.6 Paint all exposed electrical material, including conduit, junction boxes, enclosures and devices to match adjacent surfaces.

15.3.7 Provide lockable covers for all required electrical and communication handholes.

15.4 Exterior Lighting Systems

15.4.1 Coordinate security lighting requirements with security personnel. Refer to UFC 3-530-01 for lighting design criteria.

01 10 00-10

15.5 Security and Communication Systems

15.5.1 All security, communication and similar circuits shall be designed and installed per applicable UFC, manufacturer recommendation and I3A, whichever is more stringent.

15.5.2 The existing security system is manufactured by Lenel Corp. All intercom, proximity, and video security systems shall be compatible with the existing security system.

15.6 Gate A, Vehicle Gate

15.6.1 Provide a 3-phase, direct drive, sliding gate operator. Voltage to match existing system voltage.

15.6.2 Gate shall be remotely-operated/controlled by the Administrative Office.

15.6.3 Provide intercom system device mounted on a bollard for remote communication with administration personnel. Integrate intercom system and devices into the existing Lenel security system.

15.6.4 Provide one 120-volt, GFCI, duplex convenience receptacle at the gate.

Receptacle shall be in weather-proof enclosure.

15.6.5 Provide provisions to lock gates. Coordinate with user for type of lock to be used.

15.7 Gate B, Vehicle Gate

15.7.1 Provide a 3-phase, direct drive, sliding gate operator. Voltage to match existing system voltage.

15.7.2 Entry and exit lane gates shall operate independently.

15.7.3 Entry lane gate shall be remotely-operated/controlled by personnel in the Training Building in addition to proximity reader system.

15.7.4 Provide intercom and proximity reader system devices mounted on a bollard for remote communication and authorized access. Integrate systems and devices into the existing Lenel security system.

15.7.5 Provide video security system devices (cameras) at the gate. Integrate system and devices into the existing Lenel security system.

15.7.6 Provide security lighting for vehicle canopy structure.

15.7.7 Provide loop detectors. Exit gate to be automatically controlled by use of loop detectors.

15.7.8 Provide one 120-volt, GFCI, duplex convenience receptacle at the gate.

Receptacle shall be in weather-proof enclosure.

15.7.9 Provide provisions to lock gates. Coordinate with user for type of lock to be used.

15.8 Gate C, Pedestrian Gate

01 10 00-11

15.8.1 Gate shall be remotely-operated/controlled by personnel in the Training Building in addition to proximity reader system. Coordinate specific locking/unlocking mechanism with the user.

15.8.2 Provide intercom and proximity reader system devices mounted on the CMU wall for remote communication and authorized access. Integrate systems and devices into the existing Lenel security system.

15.8.3 Provide video security system devices (cameras) at the gate. Integrate system and devices into the existing Lenel security system.

15.8.4 Provide security lighting for pedestrian canopy structure.

15.8.5 Provide one 120-volt, GFCI, duplex convenience receptacle at the gate.

Receptacle shall be in weather-proof enclosure.

15.8.6 Provide provisions to lock gates. Coordinate with user for type of lock to be

15.9 Gate D (Motor Pool and Admin), Vehicle Gate

15.9.1 This vehicle swing gate is manually operated.

15.9.2 Provide security lighting.

15.9.3 Provide provisions to lock gates. Coordinate with user for type of lock to be

15.10 Gate E (Motor Pool and Admin), Pedestrian Gate

15.10.1 This gate is manually operated.

15.10.2 Provide provisions to lock gates. Coordinate with user for type of lock to be

16.0 ENVIRONMENTAL REQUIREMENTS

16.1 ENVIRONMENTAL ISSUES: Overall environmental goal for is to provide a safe and healthy environment for facility users and the installation.

16.2 POTENTIAL ENVIRONMENTAL CONCERNS:

16.2.1 HISTORICAL, ARCHAEOLOGICAL, AND CULTURAL RESOURCES

There are no known historical, archaeological, or cultural resources within the Contractor's work area. If during excavation or other construction activities any previously unidentified or unanticipated historical, archaeological, and cultural resources are discovered or found, all activities that may damage or alter such resources will be temporarily suspended. Resources covered by this paragraph include but are not limited to: any human skeletal remains or burials; artifacts; shell, midden, bone, charcoal, or other deposits; rock or coral alignments, pavings, wall, or other constructed features; and any indication of agricultural or other human activities. Upon such discovery or find, 01 10 00-12 immediately notify the Contracting Officer so that the appropriate authorities may be notified (American Samoa Historic Preservation Office). Artifacts will be left undisturbed, and Contractor shall cease all activities that may result in impact to or the destruction of these resources. Secure the area and prevent employees or other persons from trespassing on, removing, or otherwise disturbing such resources.

16.2.2 Worker safety protection due to exposure during construction

17.0 SAFETY: Occupational Safety and Health Administration (OSHA) 29 CFR 1926, Safety and Health Regulations for Construction, will be followed at all times during construction for worker safety protection. Debris and soil containing fuels and hazardous construction materials are assumed to be a concern to worker health and the appropriate personnel protection equipment shall be used

18.0 APPLICABLE FEDERAL AND STATE LAWS AND ACTIONS. Except as specified otherwise in the Section 01 10 00, design and construction facilities shall comply with the latest editions (as of the date of bid opening) of the following:

18.1 SAFETY AND HEALTH

Hawaii Revised Statute, Chapter 396, Occupational Safety and Health Law and Corps of Engineers, Engineering Manual (EM-385-1-1. 2015), Safety and Health Requirements Manual

---End of Section---

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 00

PROJECT SCHEDULE

PART 1 GENERAL

1.1 SUBMITTALS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT AND COST LOADING

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Mandatory Tasks

3.3.2 Government Activities

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Design Package Schedule Submission

3.5 SUBMISSION REQUIREMENTS

3.5 Data CD's

3.6 Narrative Report

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

-- End of Section Table of Contents --

SECTION 01 32 00 Page 1

SECTION 01 32 00

PROJECT SCHEDULE

PART 1 GENERAL

1.1 SUBMITTALS

Government approval/acceptance is required for submittals with a "G" designation; submittals not having a "G" designation are Contractor QC or Designer of Record approval. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Preliminary Project Schedule.

Initial Project Schedule; G.

Two copies of the schedules showing codes, values, categories, numbers, items, etc., as required.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

The scheduling of the entire project, is required. Contractor management personnel shall actively participate in its development. Designers, subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule.

Prepare a Project Schedule for Government acceptance, as specified herein, pursuant to the Contract Clause, Schedule for Construction Contracts. The schedule shall show the sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities. Provide a schedule that is a forward planning as well as a project monitoring tool.

3.2 BASIS FOR PAYMENT AND COST LOADING

Use the schedule as the basis for determining contract earnings during each update period and therefore the amount of each progress payment.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Mandatory Tasks

The following tasks must be included and properly scheduled:

a. Submission, review and acceptance of design packages.

b. Submission and approval of as-built drawings.

c. Submission and approval of 1354 data and installed equipment lists.

SECTION 01 32 00 Page 2

d. Mobilization and installation dates.

e. Government's pre-final inspection.

f. Correction of punch list from Government's pre-final inspection.

g. Final inspection.

3.3.2 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, design reviews environmental permit approvals by Government regulators, inspections, utility tie-in, and Notice to Proceed (NTP) for phasing requirements.

3.4 PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below.

3.4.1 Preliminary Project Schedule Submission

Submit the Preliminary Project Schedule, defining the Contractor's planned operations within 15 calendar days after the NTP is acknowledged.

3.4.2 Initial Project Schedule Submission

Submit the Initial Project Schedule for approval within 42 calendar days after NTP. The schedule shall demonstrate a reasonable and realistic sequence of activities which represent all work through the entire contract performance period. The Initial Schedule shall be at a reasonable level of detail as determined by the Contracting Officer. Include in the design-build schedule detailed design and permitting activities, including but not limited to design submission, permit submissions and any required Government actions; and long lead item acquisition prior to design completion. Also cover in the initial design-build schedule the entire construction effort with as much detail as is known at the time but, as a minimum, include all construction start and completion milestones, and detailed construction activities through the dry-in milestone, including all activity coding and cost loading. Include the remaining construction, including cost loading, but it may be scheduled summary in nature. When the design is complete, incorporate into the then approved schedule update all remaining detailed construction activities that are planned to occur after the dry-in milestone.

3.4.3 Design Package Schedule Submission

With each design package submitted to the Government, submit a frag-net schedule extracted from the then current Preliminary, Initial or Updated schedule which covers the activities associated with that Design Package including construction, procurement and permitting activities.

3.5 SUBMISSION REQUIREMENTS

Submit the following items for the Preliminary Schedule and Initial Schedule:

SECTION 01 32 00 Page 3

3.5 Data CD's

Provide two sets of data CD's containing the project schedule in the backup format. Each CD shall also contain all previous update backup files.

Label each CD indicating the type of schedule (Preliminary, Initial, Update), full contract number, Data Date and file name. Each schedule shall have a unique file name as determined by the Contractor.

3.6 Narrative Report

Provide a Narrative Report with the Preliminary and Initial project schedule. The Narrative Report shall include: a description of activities and a description of anticipated problem areas or delaying factors and their impact.

3.7 WEEKLY PROGRESS MEETINGS

a. The Government and the Contractor shall meet weekly (or as otherwise mutually agreed to) for the purpose of jointly reviewing the actual progress of the project. The Contractor's Project Manager and the Contracting Officer's Representative shall attend. The weekly progress meeting will address the status of RFI's, RFP's and Submittals.

b. Provide a bar chart and a two week "look-ahead" schedule activities.

3.8 REQUESTS FOR TIME EXTENSIONS

In the event the Contractor believes it is entitled to an extension of the contract performance period, completion date, or any interim milestone date, furnish the following for a determination by the Contracting Officer: justification, project schedule data, and supporting evidence as the Contracting Officer may deem necessary.

-- End of Section --

SECTION 01 32 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.1.2 Approving Authority

1.1.3 Work

1.2 SUBMITTALS

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Designer of Record Approved (DA)

1.3.2 Government Approved (G)

1.3.3 Government Conformance Review of Design (CR)

1.3.4 Designer of Record Approved/Government Conformance Review

(DA/CR)

1.3.4.1 Deviations to the Accepted Design

1.3.4.2 Substitutions

1.3.5 Designer of Record Approved/Government Approved (DA/GA)

1.3.6 Information Only

1.4 QUANTITY OF SUBMITTALS

1.4.1 Number Copies of Government Approved Submittals: 4

1.4.2 Number of Copies of Information Only Submittals: 3

1.4.3 Electronic Copies

1.5 APPROVED/ACCEPTED SUBMITTALS

1.6 APPROVED SAMPLES

1.7 DISAPPROVED OR REJECTED SUBMITTALS

1.8 INFORMATION ONLY SUBMITTALS

1.9 GOVERNMENT APPROVING AUTHORITY

1.9.1 Government Review Action Codes

1.9.2 Review Notations

1.9.3 Government Reviewed Design

1.10 WITHHOLDING OF PAYMENT

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 SUBMITTAL REGISTER

3.2 SCHEDULING

3.3 TRANSMITTAL FORM

3.3.1 Numbering

3.4 SUBMITTAL PROCEDURE

3.4.1 Procedures

3.4.2 Variations / Substitution Requests

3.4.2.1 Considering Variations

3.4.3 Proposing Variations

3.4.4 Warranting That Variations Are Compatible

SECTION 01 33 00 Page 1

3.4.5 Review Schedule Is Modified

3.5 CONTROL OF SUBMITTALS

3.5.1 Monthly Updates of Submittal Register

3.6 STAMPS

-- End of Section Table of Contents --

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control (CQC) System Manager and the Designer of Record shall check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders;

samples; O&M manuals (including parts list); certifications; warranties;

and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work) or the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates of insurance

Surety bonds

List of proposed Subcontractors

Network Analysis Schedule (NAS)

SECTION 01 33 00 Page 3

Submittal register

Schedule of prices

Accident Prevention plan

Quality Control(QC) plan

Environmental protection plan

Permits

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

SECTION 01 33 00 Page 4

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

Interim "DD Form 1354" with cost breakout for all assets 30 days prior to facility turnover.

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

1.1.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, (except those SD-01 Pre-Construction Submittals noted above), construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

Government approval/acceptance is required for submittals with a "G" designation; submittals not having a "G" designation are Contractor QC or Designer of Record approval. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Submittal Register; G

Monthly Updates

SECTION 01 33 00 Page 5

Two copies of the monthly update shall be submitted together with the monthly progress payment request.

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Designer of Record Approved (DA)

Designer of Record (DOR) approval is required for extensions of design, critical materials, any deviations from the solicitation, the accepted proposal, or the completed design, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer. Within the terms of the Contract Clause entitled, "Specifications and Drawings for Construction," they are considered to be "shop drawings." Contractor to provide the Government with the number of copies designated hereinafter of all DOR approved submittals. The Government may review any or all Designer of Record approved submittals for conformance to the Solicitation, Accepted Proposal and the completed design. The Government will review all submittals designated as deviating from the Solicitation or Accepted Proposal, as described below. Design submittals to be in accordance with Section 01 33 16 DESIGN AFTER AWARD.

Generally, design submittals should be identified as SD-05 Design Data submittals.

1.3.2 Government Approved (G)

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.

Government approval is required for any deviations from the Solicitation or Accepted Proposal and other items as designated by the Contracting Officer. Within the terms of the Contract Clause entitled, "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.3.3 Government Conformance Review of Design (CR)

The Government will review all intermediate and final design submittals for conformance with the technical requirements of the solicitation. Section 01 33 16 DESIGN AFTER AWARD covers the design submittal and review process in detail. Review will be only for conformance with the applicable codes, standards and contract requirements. Design data includes the design documents described in Section 01 33 16 DESIGN AFTER AWARD. Generally, design submittals should be identified as SD-05 Design Data submittals.

1.3.4 Designer of Record Approved/Government Conformance Review (DA/CR)

1.3.4.1 Deviations to the Accepted Design

Designer of Record approval and the Government's concurrence are required for any proposed deviation from the accepted design which still complies with the contract before the Contractor is authorized to proceed with material acquisition or installation. Within the terms of the Contract Clause entitled, "Specifications and Drawings for Construction", they are considered to be "shop drawings." If necessary to facilitate the project schedule, the Contractor and the DOR may discuss a submittal proposing a deviation with the Contracting Officer's Representative prior to officially submitting it to the Government. However, the Government reserves the right to review the submittal before providing an opinion, if deemed necessary. In any case, the Government will not formally agree to or

SECTION 01 33 00 Page 6 provide a preliminary opinion on any deviation without the DOR's approval or recommended approval. The Government reserves the right to non-concur with any deviation from the design, which may impact furniture, furnishings, equipment selections or operations decisions that were made, based on the reviewed and concurred design.

1.3.4.2 Substitutions

Unless prohibited or provided for otherwise elsewhere in the Contract, where the accepted contract proposal named products, systems, materials or equipment by manufacturer, brand name and/or by model number or other specific identification, and the Contractor desires to substitute manufacturer or model after award, submit a requested substitution for Government concurrence. Include substantiation, identifying information and the DOR's approval, as meeting the contract requirements and that it is equal in function, performance, quality and salient features to that in the accepted contract proposal. If the Contract otherwise prohibits substitutions of equal named products, systems, materials or equipment by manufacturer, brand name and/or by model number or other specific identification, the request is considered a "variation" to the contract.

Variations are discussed below in paragraphs: "Designer of Record Approved/Government Approved" and "VARIATIONS".

1.3.5 Designer of Record Approved/Government Approved (DA/GA)

In addition to the above stated requirements for proposed deviations to the accepted design, both Designer of Record and Government Approval and, where applicable, a contract modification are required before the Contractor is authorized to proceed with material acquisition or installation for any proposed variation to the contract (the solicitation and/or the accepted proposal), which constitutes a change to the contract terms. Within the terms of the Contract Clause entitled, "Specifications and Drawings for Construction," they are considered to be "shop drawings." The Government reserves the right to accept or reject any such proposed deviation at its discretion.

1.3.6 Information Only

Submittals not requiring Government approval will be for information only.

For Design-build construction all submittals not requiring Designer of Record or Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.4 QUANTITY OF SUBMITTALS

1.4.1 Number Copies of Government Approved Submittals: 4

1.4.2 Number of Copies of Information Only Submittals: 3

1.4.3 Electronic Copies

Each month's progress payment request shall include a CD or DVD containing a complete set of all submittals made during the period for which payment is being requested. The data on the CD/DVD shall include the transmittal memo (ENG 4025) as well as a copy of all material covered by the transmittal; the name of each file shall match the transmittal number and item number, e.g. Transmittal 01 45 00-1, Item 1. Also include a copy of the Submittal Register identifying the transmittals contained on the CD/DVD.

SECTION 01 33 00 Page 7

1.5 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that the design, general method of construction, materials, detailing and other information appear to meet the Solicitation and Accepted Proposal.

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for design, dimensions, all design extensions, such as the design of adequate connections and details, etc., and the satisfactory construction of all work.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.6 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for…