Attachment_1_Hot_Well_Dunes_Specifications.pdf

HOT WELL DUNES RECREATION AREA

IMPROVEMENTS

Technical Specifications

GLHN PROJECT #20049.06

March 13, 2025

GLHN Architects & Engineers, Inc. |2939 E Broadway Blvd, Tucson, AZ 85716

T 520.881.4546 | F 520.795.1822 | GLHN.com

BLM HOT WELL DUNES RECREATION AREA

IMPROVEMENTS

TECHNICAL SPECIFICATIONS

GLHN 20049.06

March 13, 2025

Hot Well Dunes Recreation Area Improvements

Bureau of Land Management TOC - 1 Table of Hot Well Dunes Recreation Area GLHN #20049.06 Contents

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

011000 Summary of Work 011500 Measurement and Payment 012000 Project Meetings 012300 Additives 013200 Construction Progress Documentation 013300 Submittal Procedures 014000 Quality Assurance/Quality Assurance 017000 Contract Closeout 017419 Construction Waste Management and Disposal 017839 Project Record Documents

DIVISION 02 – EXISTING CONDITIONS

024119 Selective Demolition

DIVISION 03 – CONCRETE

033000 Cast in Place Concrete

DIVISION 05 – METALS

050000 Miscellaneous Metal Fabrications 055000 Metal Fabrications 055213 Pipe and Tube Railing

DIVISION 09 – FINISHES

099100 Painting

DIVISION 11 – EQUIPMENT

113100 Residential Appliances

DIVISION 12 – SPECIALTIES

129300 Site Furnishings

DIVISION 13 – SPECIAL CONSTRUCTION

131123 On Grade Spa

131123.04 Shotcrete For Spa

131123.08 Waterproofing for Spa

131123.12 Tiling for Spa

131123.16 Cementitious Coating for Spa

DIVISION 22 – PLUMBING

220513 Common Motor Requirements for Plumbing Equipment 220517 Sleeves and Sleeve Seals for Plumbing Piping

220523.12 Ball Valves for Plumbing Piping

220523.14 Check Valves for Plumbing Piping

220553 Identification for Plumbing Piping and Equipment 220719 Plumbing Piping Insulation 221116 Domestic Water Piping 221119 Domestic Water Piping Specialties 221123 Utility Piping Specialties

221123.21 Inline, Domestic Water Pumps

221223 Potable Water Storage Tank

Bureau of Land Management TOC - 2 Table of Hot Well Dunes Recreation Area GLHN #20049.06 Contents

DIVISION 26 – ELECTRICAL

260010 Supplemental Requirements for Electrical 260519 Low-Voltage Electrical Power Conductors and Cables 260523 Control-Voltage Electrical Power Cables 260526 Grounding and Bonding for Electrical Systems 260529 Hangers and Supports for Electrical Systems

260533.13 Conduits for Electrical Systems

260533.16 Boxes and Covers for Electrical Systems

260553 Identification for Electrical Systems

260573.13 Short-Circuit Studies

260573.16 Coordination Studies

260573.19 Arc-Flash Hazard Analysis

262416 Panelboards 262726 Wiring Devices

262726.31 General-Grade Single Straight-Blade Receptacles

262726.37 Receptacles with Arc-Fault and Ground-Fault Protective Devices 262816 Enclosed Switches 263100 Photovoltaic Collectors

263213.16 Gas Engine Driven Generator Sets

263600 Transfer Switches 265619 LED Exterior Lighting

DIVISION 31 – EARTHWORK

311000 Site Clearing 312000 Earth Moving 312001 Excavation, Trenching and Backfilling for Utility Systems

DIVISION 32 – EXTERIOR IMPROVEMENTS

323100 Fencing and Gates 328000 Irrigation System 329000 Landscape Work

DIVISION 33 – UTILITIES

332100 Water Supply Wells 333113 Sanitary Sewer System 334200 Stormwater Conveyance

APPENDICES

Geotechnical Evaluation – Under Separate Cover

Hot Well Dunes Recreation Area

Bureau of Land Management 011000 - 1 Summary of

Hot Well Dunes Recreation Are GLHN #20049.06 Work

SECTION 011000 – SUMMARY OF WORK

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

B. BLM Manual 9100 – Facility Planning, Design, Construction and Maintenance

C. BLM Manual 9113 – Roads

1.2 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Use of Site.

4. Protection of Existing Structures.

5. Field Check of Existing Structures.

6. Field Survey and Site Layout.

7. Site Access.

8. Field Offices and Shed

9. Traffic Control Plan

10. Permits Required.

1.3 PROJECT INFORMATION

A. Owner: Bureau of Land Management – Safford Field Office.

1. Project Location: 32 miles southeast of Safford, Arizona. Take highway 191, turn south on

Haekel Road, 18 miles North of Bowie.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of the Project is defined by the Contract Documents and consists of the following:

1. Grade and stabilize 1.65 mile road through site. Install necessary drainage measures.

2. Regrade entry parking lot and renovate fee collection area including new vault restroom building, information kiosks, picnic cabanas, and concrete walkways connecting the new amenities. Recreation pond will be drained and rehabbed along with the stabilizing the surrounding nature trail. Existing fencing in the area will be replaced.

3. Construct a new site host campsite with concrete RV pad, solar shade structure, water tank, propane backup generator, septic system, and secure storage shed.

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Hot Well Dunes Recreation Are GLHN #20049.06 Work

4. Renovate 14 campsites with new grills, fire rings, and shade structures. One campsite shall comply with ABA requirements.

5. Demolish and replace two hot tubs. Replace solar well pump to service tubs. Install new vault restroom building and information kiosk near tubs. Replace all concrete sidewalk and rail fencing.

6. Demolish and replace all pipe rail fencing and accompanying rock pillars within the site.

Spot repair perimeter barbed wire fence.

1.5 USE OF SITE

A. Contractor shall have limited use of Project site for construction operations.

B. Confine operations to the site of the proposed Work or within the areas provided and shown on the drawings. Construction camps and staging areas outside the construction area must be approved by the government. Obtain advance approval from the government of all staging areas, material stockpile and waste areas and camp areas.

C. It shall be understood that responsibility for protection and safekeeping of equipment and materials on or near the site will be entirely that of the CONTRACTOR and that no claim shall be made against the government by reason of any act of an employee or trespasser whether government has paid CONTRACTOR for equipment or materials in storage or not. It shall be further understood should any occasion arise necessitating access by the government to the sites occupied by these stored materials and equipment, the CONTRACTOR owning or responsible for the stored materials or equipment shall immediately provide same. No materials or equipment may be placed upon the property of the government until the government has agreed to the location proposed by the CONTRACTOR to be used for storage. CONTRACTOR is solely responsible for obtaining and shall pay all costs in connection with any additional work area, storage sites, access to the site, or temporary right-of-way, which may be required for proper completion of the Work.

D. Confine operations to normal government business days and hours, exclusive of Federal holidays, unless provided written permission from the government to work on the site outside of those days and hours.

E. Camping on Worksite is allowed but must be approved by the government in consultation with

Local Field Office Personnel. Nevertheless, camps may not be set up for any longer than necessary, and must be removed after work is completed, unless specifically authorized otherwise. No year- round, permanent camps may be established on government lands or State

Trust lands: Only temporary facilities are facilities are permitted in connection with authorized work. Camps will be located to avoid conflict with public roads and trail traffic, and stream, river, or lake access.

F. Nearby lodging may be in the neighboring small towns. Final camp locations will be field approved by the GOVERNMENT in consultation with Local Field Office Personnel.

G. Furthermore, camps shall be at least 200 feet from any water source, and at least one- quarter mile from wildlife water developments.

H. Open campfires are not permitted on site.

I. Water and Toilet Facilities: Potable water, washing and toilet facilities appropriate for your personnel are unavailable onsite and are the responsibility of the Contractor.

J. Electric power, Telephone and Fueling Stations: Electric power is unavailable onsite, telephone service may be limited but cellular telephone service is likely functional, and fueling stations are likely in nearby towns.

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Hot Well Dunes Recreation Are GLHN #20049.06 Work

K. Site Security: The Worksite has no security and is generally remote though adjacent to the small town of Safford; however, the potential for theft or vandalism is always possible because of the general remoteness but with the proximity to Arizona State Highway 70 and US Interstate 10. The

Contractor should guard any equipment left after-hours, but the method requires approval by the government/PI in consultation with Local Field Office Personnel.

1.6 PROTECTION OF EXISTING STRUCTURES

A. Where excavation will be required adjacent to existing structures, the CONTRACTOR is solely responsible to maintain the structural integrity of the existing structures. Take whatever means necessary to ensure the existing structures are not damaged. Repair all damage to the existing structures at CONTRACTOR's expense. Repair any fences, posts or signs damaged during construction to the satisfaction of the owner. Unless otherwise noted on the Construction

Drawings, restore all existing drainageways disturbed by construction to their original size, line, and grade.

B. The road, signage and campsites shall also be protected during construction. Immediately remove any spilled soil, rock, gravel or cement material. Restore or repair to original condition roads, culverts, cattle guards and fences or any other structures damaged by the

CONTRACTOR’s activities and access to the sites at no additional cost to the project.

1.7 FIELD CHECK OF EXISTING STRUCTURES

A. Dimensions and elevations of existing structures and locations of existing fences, pipelines, and vegetation shown on the drawings were taken from available records and are not guaranteed for accuracy. Check all dimensions and elevations of existing structures or other existing items, both above and below ground, affected by or affecting the Work under this contract, prior to the start of construction or ordering materials and equipment affected thereby.

1.8 FIELD SURVEY AND SITE LAYOUT

A. Contractor shall locate, identify and protect in place all project control points (refer to plans).

B. Protect in place all construction staking. Stakes that have been removed or damaged shall be replaced at contractor’s expense.

C. Engage a State of Arizona licensed professional surveyor to lay out the Work using accepted surveying practices.

D. Certified Survey: On completion of construction, prepare an as built plan stamped by the surveyor.

1.9 SITE ACCESS

A. Determine the adequacy of all roads, culverts, cattle guards, and bridges used in moving or gaining access for equipment and materials to the construction site. Provide alternative methods of access, such as a temporary crossing for any equipment that exceeds the structural limits of existing facilities. Improvements for road access including fill, culverts, and fencing to remain after project completion as approved by the government.

Bureau of Land Management 011000 - 4 Summary of

Hot Well Dunes Recreation Are GLHN #20049.06 Work

1.10 FIELD OFFICES AND SHEDS

A. Provide field office and storage areas or sheds if required for completion of the work. Locate these temporary structures in areas approved by the government. All expenses for telephone, utilities, security and waste disposal are the responsibility of the CONTRACTOR. Provide the name and phone number of a representative who may be contacted after hours in case of emergency.

1.11 TRAFFIC CONTROL PLAN

A. The CONTRACTOR shall be responsible to prepare a traffic control plan acceptable to the government and install and maintain all traffic control devices required during construction.

When the project is phased, the traffic control plans shall clearly indicate the specific devices installed during each phase or construction.

B. All signage shall conform to the requirements of the "manual of uniform traffic control devices", U.S. Department of Transportation, federal highway administration, latest edition.

C. Do not close or obstruct access to facilities without the approval of the government. The

CONTRACTOR shall request approval of all such closures a minimum of 72 hours prior to the scheduled closure. When site access is restricted, provide alternate routes (detours) around closed or obstructed traffic ways.

D. For safety, CONTRACTOR shall ensure that all work areas, stockpiles and equipment storage are clearly flagged and marked for a minimum distance of 100 feet in all directions.

1.12 PERMITS REQUIRED

A. Prepare, maintain, and proceed in conformity with Storm Water Discharge Permit/Storm Water

Pollution Prevention Plan as required by the US Environmental Protection Agency. The

CONTRACTOR will apply for and obtain this permit by submitting a Notice of Intent to the Arizona

Department of Environmental Quality (ADEQ) and pay all fees associated with the Storm Water

Discharge Permit. During construction the CONTRACTOR is responsible for all maintenance to the pollution prevention plan. When the CONTRACTOR has completed all work on the project and prior to issuance of final payment, remove all BMP’s from the site. When all criteria have been met, the CONTRACTOR will file the Notice of Termination for the permit.

B. Obtain Graham County Health Department Discharge Authorization (DA) upon completion of construction and prior to discharging any wastewater by submitting all required documentation, including as-built plans and test results, in accordance with the permit to construct and any directions from Graham County. Notify the county prior to any construction of new septic system and demolition of existing septic system.

C. CONTRACTOR to secure all incidental permits as required which may include hauling, waste disposal fees, dust control, sewage transport, and others as may be required by county or authority having jurisdiction.

D. Except as otherwise noted, identify, obtain, maintain, and proceed in conformity with any and all additional required permits necessary for completion of the Work. Any costs associated with these Permits are included as part of the Contract Price as incidental costs.

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Hot Well Dunes Recreation Are GLHN #20049.06 Work

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

Bureau of Land Management 011000 - 6 Summary of

Hot Well Dunes Recreation Are GLHN #20049.06 Work

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Bureau of Land Management 011500 - 1 Measurement Hot Well Dunes Recreation Area GLHN #20049.06 and Payment

SECTION 011500 – MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

B. The appended SUBMITTALS SCHEDULE for this project applies to this Section.

C. BLM Manual 9100 – Facility Planning, Design, Construction and Maintenance

D. BLM Manual 9113 – Roads

E. Manual of Uniform Traffic Control Standards (MUTCD) Current Edition.

1.2 SCOPE

A. The method of measurement and basis of payment is described in this section.

1.3 GENERAL

A. Bid price for each item of the Contract covers all Work shown on the Drawings and required by the specifications and other Contract Documents.

B. All costs are included in the unit and lump-sum prices bid including all materials, equipment, supplies and appurtenances; all construction plant, equipment, and tools; and all labor and supervision necessary to fully complete the Work.

C. No item that is required by the Contract Documents, for the proper and successful completion of the Work, will be paid for outside of or in addition to the prices submitted in the Bid.

D. All work not specifically set forth as a pay item in the Bid Form is considered an incidental obligation of the CONTRACTOR, and all costs in connection therewith shall be included in the unit prices bid.

1.4 ESTIMATED QUANTITIES

A. All quantities in the Price Schedule of the Bid Form or other Contract Documents, which are to be paid per field measurement, are approximate only, and are to be used only as:

1. A basis for estimating the probable cost of the Work, and

2. For the purpose of comparing Bids submitted for the Work.

Bureau of Land Management 011500 - 2 Measurement

B. Actual work performed, and materials furnished under the unit-price items for those items to be field measured may differ from the estimated quantities.

C. Basis of payment for work and materials will be the actual amount of work done and materials furnished to the pay lines defined in this section.

D. Payment will be paid at the unit price bid for listed items successfully completed according to Contract requirement.

E. Lump-sum items and those based on neat-line plan dimensions are not field-measured. They will be paid at neat-line or the lump-sum price bid for the items listed.

1.5 AUTHORITY

A. The Government will perform all measurements and compute quantities for payment. The Government will verify measurements and quantities provided by CONTRACTOR.

B. CONTRACTOR provides access to work areas for survey measurements, as required.

1.6 MEASURED QUANTITIES

A. Measurement by Volume: Measured by cubic dimension using mean length, width, and height or thickness.

1. Measurement for payment of excavations upon or against which concrete or cementitious backfill is not to be placed will be limited to the lines and grades shown on the Drawings or to the most practical lines, grades, and dimensions established by the government, in writing.

No measurement will be made of over excavations beyond design lines and grades.

2. Fill quantities will be computed using the average-end-area method or other computation method approved of by the government.

B. Measurement by Area: Measured by square dimension using mean length and width. Items that are measured by area will be measured parallel to the ground surface.

C. Linear Measurement: Measured by linear dimension at the item centerline or mean chord. Items that are measured by the lineal foot will be measured parallel to the ground surface, unless otherwise specified.

D. Stipulated Sum/Price Items: Measured by weight, volume, area, or linear means, or combination, as appropriate, as completed items or units of the work.

E. Lump-Sum Items: Will not be measured for payment. Interim measurements may be made to monitor work progress.

1.7 SCHEDULE OF VALUES

A. A schedule of values or “allocation of contract price” is required for all lump sum items.

B. The schedule of values is used only to help assess the intermediate value of work completed for the purpose of making progress payments. The schedule of values is not considered as a commitment to prices in the event of later negotiations.

Bureau of Land Management 011500 - 3 Measurement

PART 2 - PRODUCTS (Not Used)

END OF SECTION 011500

Bureau of Land Management 011500 - 4 Measurement

Bureau of Land Management 012000 - 1 Project Hot Well Dunes Recreation Area GLHN #20049.06 Meetings

SECTION 012000 – PROJECT MEETINGS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

B. BLM Manual 9100 – Facility Planning, Design, Construction and Maintenance

1.2 PRE-CONSTRUCTION MEETING

A. A virtual (online) pre-construction conference will be held prior to the start of work. CONTRACTOR will be notified in advance of meeting time, date and platform. The purpose will be to review required work, project drawings and specifications, construction schedules, payroll and payments, and administrative provisions of the Contract.

B. The CONTRACTOR, subcontractors and the persons responsible for coordination of the work are required to be present at the meeting.

C. The CONTRACTOR is required to be prepared to summarize and explain procedures planned for the project and to present the pre-construction submittals required.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 012000

Bureau of Land Management 012000 - 2 Project Hot Well Dunes Recreation Area GLHN #20049.06 Meetings

Bureau of Land Management 012300 - 1 Hot Well Dunes Recreation Area Improvements GLHN #20049.06

ADDITIVES

SECTION 012300 - ADDITIVES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for 4 (four) Additives.

1.2 DEFINITIONS

Retain terms that remain after this Section has been edited for a project.

Definition in "Additive" Paragraph below expands the term's definition in AIA Document A701 and assumes the normal bidding situation applies, with contractors stating Additive amounts requested on the Bid Form.

It also assumes that the Government will decide to accept or reject Additives before signing the Government/Contractor Agreement and that bidding requirements stipulate terms under which the Government will accept or reject Additives.

A. Additive: An amount proposed by bidders and stated on the Bid Schedule for certain work defined in the bidding requirements that may be added to the base bid amount if the Government decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Additives described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost for each Additive is the net addition to the Contract Sum to incorporate Additives into the Work. No other adjustments are made to the Contract Sum.

1.3 PROCEDURES

Ensure that the Bid Form clearly states that costs listed for each Additive include costs of related coordination, revision, or adjustment. If not clearly stated, revise "Coordination" Paragraph below by stating this requirement.

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the Additive into Project.

1. Include as part of each Additive, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of Additive.

B. Execute accepted Additives under the same conditions as other work of the Contract.

C. Schedule: A schedule of Additives is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each Additive.

Bureau of Land Management 012300 - 2 Hot Well Dunes Recreation Area Improvements GLHN #20049.06

ADDITIVES

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF ADDITIVES

A. Additive No. 1: Site Road

1. Additive: the scope of Additive #1 consists of furnishing all labor, materials, equipment and other resources needed to over excavate, grade and stabilize the 25' wide x 1.65 mile site road, including major turnouts, with 6" rolled aggregate base.

B. Additive No. 2: Tree Removal

1. Additive: the scope of Additive #2 consists of furnishing all equipment and labor to completely remove 84 mature tamarisk trees from the site including all roots, dispose of legally offsite, and restore all disturbed areas to level grade.

C. Additive No. 3: Split Rail Fence

1. Additive: the scope of Additive #3 consists of furnishing all labor, materials, equipment and other resources needed to demolish and remove 500 l.f. of split rail fence and replace in kind.

D. Additive No. 4: Hydroseeding

1. Additive: the scope of Additive #4 consists of furnishing all labor, materials, water, equipment and other resources needed to apply hydroseed mix to 119,000 s.f. of disturbed area.

END OF SECTION 012300

Bureau of Land Management 013200 - 1 Construction Progress Hot Well Dunes Recreation Area GLHN #20049.06 Documentation

SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Startup construction schedule.

2. Contractor's Construction Schedule.

3. Construction schedule updating reports.

4. Daily construction reports.

5. Material location reports.

6. Site condition reports.

7. Unusual event reports.

1.3 DEFINITIONS

A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction Project. Activities included in a construction schedule consume time and resources.

1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times.

2. Predecessor Activity: An activity that precedes another activity in the network.

3. Successor Activity: An activity that follows another activity in the network.

B. Cost Loading: The allocation of the schedule of values for completing an activity as scheduled.

The sum of costs for all activities must equal the total Contract Sum.

C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project.

D. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.

E. Event: The starting or ending point of an activity.

Bureau of Land Management 013200 - 2 Construction Progress

F. Float: The measure of leeway in starting and completing an activity.

1. Float time is not for the exclusive use or benefit of either Government or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date.

2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.

3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.

G. Resource Loading: The allocation of manpower and equipment necessary for completing an activity as scheduled.

1.4 INFORMATIONAL SUBMITTALS

A. Format for Submittals: Submit required submittals in the following format:

1. Working electronic copy of schedule file, where indicated.

2. PDF file.

3. 3 paper copies, of sufficient size to display entire period or schedule, as required.

B. Startup construction schedule.

1. Submittal of cost-loaded, startup construction schedule will not constitute approval of schedule of values for cost-loaded activities.

C. Startup Network Diagram: Of size required to display entire network for entire construction period. Show logic ties for activities.

D. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.

1. Submit a working digital copy of schedule, using software indicated, and labeled to comply with requirements for submittals.

E. CPM Reports: Concurrent with CPM schedule, submit each of the following reports. Format for each activity in reports shall contain activity number, activity description, cost and resource loading, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days.

1. Activity Report: List of activities sorted by activity number and then early start date, or actual start date if known.

2. Logic Report: List of preceding and succeeding activities for each activity, sorted in ascending order by activity number and then by early start date, or actual start date if known.

3. Total Float Report: List of activities sorted in ascending order of total float.

4. Earnings Report: Compilation of Contractor's total earnings from commencement of the

Work until most recent Application for Payment.

F. Construction Schedule Updating Reports: Submit with Applications for Payment.

G. Daily Construction Reports: Submit at weekly intervals.

Bureau of Land Management 013200 - 3 Construction Progress

H. Material Location Reports: Submit at weekly intervals.

I. Site Condition Reports: Submit at time of discovery of differing conditions.

J. Unusual Event Reports: Submit at time of unusual event.

K. Qualification Data: For scheduling consultant.

1.5 QUALITY ASSURANCE

A. Scheduling Consultant Qualifications: An experienced specialist in CPM scheduling and reporting, with capability of producing CPM reports and diagrams within 24 hours of Government's request.

1.6 COORDINATION

A. Coordinate Contractor's Construction Schedule with the schedule of values, list of subcontracts, submittal schedule, progress reports, payment requests, and other required schedules and reports.

1. Secure time commitments for performing critical elements of the Work from entities involved.

2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.

1.7 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL

A. Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules.

1. Use Microsoft Project, Scheduling component of Project website software for current Windows operating system.

B. Scheduling Consultant: Engage a consultant to provide planning, evaluation, and reporting using CPM scheduling.

1. In-House Option: Government may waive requirement to retain a consultant if Contractor employs skilled personnel with experience in CPM scheduling and reporting techniques.

Submit qualifications.

2. Meetings: Scheduling consultant shall attend all meetings related to Project progress, alleged delays, and time impact.

C. Time Frame: Extend schedule from date established for the Notice to Proceed to date of final completion.

1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.

Bureau of Land Management 013200 - 4 Construction Progress

PART 2 - PRODUCTS (Not Used)

END OF SECTION 013200

Bureau of Land Management 013300 - 1 Submittal Hot Well Dunes Recreation Area GLHN #20049.06 Procedures

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Submittal schedule requirements.

2. Administrative and procedural requirements for submittals.

B. Related Requirements:

1. Section 013100 "Project Management and Coordination" for submitting coordination drawings and subcontract list and for requirements for web-based Project software.

2. Section 013200 "Construction Progress Documentation" for submitting schedules and reports, including Contractor's construction schedule.

3. Section 014000 "Quality Assurance" for submitting test and inspection reports, and schedule of tests and inspections.

4. Section 017000 "Contract Closeout" for submitting closeout submittals and maintenance material submittals.

5. Section 017839 "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data.

1.3 DEFINITIONS

A. Action Submittals: Written and graphic information and physical samples that require Government’s responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals."

B. Informational Submittals: Written and graphic information and physical samples that do not require Government’s responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals."

1.4 SUBMITTAL SCHEDULE

A. Submittal Schedule: Submit, as an action submittal, a list of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Government and additional time for handling and reviewing submittals required by those corrections.

1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule.

Bureau of Land Management 013300 - 2 Submittal

2. Initial Submittal: Submit concurrently with startup construction schedule. Include submittals required during the first 60 calendar days of construction. List those submittals required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication.

3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's construction schedule.

a. Submit revised submittal schedule to reflect changes in current status and timing for submittals.

4. Format: Arrange the following information in a tabular format:

a. Scheduled date for first submittal.

b. Specification Section number and title.

c. Submittal Category: Action; informational.

d. Name of subcontractor.

e. Description of the Work covered.

f. Scheduled date for Government’s final release or approval.

g. Scheduled dates for purchasing.

h. Scheduled date of fabrication.

i. Scheduled dates for installation.

j. Activity or event number.

1.5 SUBMITTAL FORMATS

A. Submittal Information: Include the following information in each submittal:

1. Project name.

2. Date.

3. Name of Government.

4. Name of Contractor.

5. Name of firm or entity that prepared submittal.

6. Names of subcontractor, manufacturer, and supplier.

7. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier, and alphanumeric suffix for resubmittals.

8. Category and type of submittal.

9. Submittal purpose and description.

10. Number and title of Specification Section, with paragraph number and generic name for each of multiple items.

11. Drawing number and detail references, as appropriate.

12. Indication of full or partial submittal.

13. Location(s) where product is to be installed, as appropriate.

14. Other necessary identification.

15. Remarks.

16. Signature of transmitter.

B. Options: Identify options requiring selection by Government.

C. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than those requested by Government on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet.

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D. PDF Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number.

E. Submittals for Web-Based Project Software: Prepare submittals as PDF files, or other format indicated by Project software website.

1.6 SUBMITTAL PROCEDURES

A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.

1. Email: Prepare submittals as PDF package and transmit to Government by sending via email. Include PDF transmittal form. Include information in email subject line as requested by Government.

a. Government will return annotated file. Annotate and retain one copy of file as a digital Project Record Document file.

2. Web-Based Project Software: Prepare submittals in PDF form, and upload to web- based Project software website. Enter required data in web-based software site to fully identify submittal.

3. Paper: Prepare submittals in paper form and deliver to Government.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.

3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals.

4. Coordinate transmittal of submittals for related parts of the Work specified in different Sections so processing will not be delayed because of need to review submittals concurrently for coordination.

a. Government reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Government’s receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 14 calendar days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Government will advise Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Resubmittal Review: Allow 14 calendar days for review of each resubmittal.

4. Sequential Review: Where sequential review of submittals by Government’s consultants, Government, or other parties is indicated, allow 21 calendar days for initial review of each submittal.

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D. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of revision.

3. Resubmit submittals until they are marked with approval notation from Government’s action stamp.

E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

F. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Government’s action stamp.

1.7 SUBMITTAL REQUIREMENTS

A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard published data are unsuitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's catalog cuts.

b. Manufacturer's product specifications.

c. Standard color charts.

d. Statement of compliance with specified referenced standards.

e. Testing by recognized testing agency.

f. Application of testing agency labels and seals.

g. Notation of coordination requirements.

h. Availability and delivery time information.

4. For equipment, include the following in addition to the above, as applicable:

a. Wiring diagrams that show factory-installed wiring.

b. Printed performance curves.

c. Operational range diagrams.

d. Clearances required to other construction, if not indicated on accompanying Shop

Drawings.

5. Submit Product Data before Shop Drawings, and before or concurrent with Samples.

B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:

a. Identification of products.

b. Schedules.

c. Compliance with specified standards.

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d. Notation of coordination requirements.

e. Notation of dimensions established by field measurement.

f. Relationship and attachment to adjoining construction clearly indicated.

g. Seal and signature of professional government if specified.

2. Paper Sheet Size: Except for templates, patterns, and similar full-size Drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches, but no larger than 11 by 17 inches.

a. Two opaque (bond) copies of each submittal. Government will return one copy.

b. Three opaque copies of each submittal. Government will retain two copies;

remainder will be returned.

C. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other materials.

1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.

2. Identification: Permanently attach label on unexposed side of Samples that includes the following:

a. Project name and submittal number.

b. Generic description of Sample.

c. Product name and name of manufacturer.

d. Sample source.

e. Number and title of applicable Specification Section.

f. Specification paragraph number and generic name of each item.

3. Email Transmittal: Provide PDF transmittal. Include digital image file illustrating Sample characteristics, and identification information for record.

4. Web-Based Project Software: Prepare submittals in PDF form, and upload to web- based Project software website. Enter required data in web-based software site to fully identify submittal.

5. Paper Transmittal: Include paper transmittal including complete submittal information indicated.

6. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.

a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use.

b. Samples not incorporated into the Work, or otherwise designated as Government's property, are the property of Contractor.

7. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

a. Number of Samples: Submit one full set of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Government will return submittal with options selected.

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8. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.

D. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form:

1. Type of product. Include unique identifier for each product indicated in the Contract Documents or assigned by Contractor if none is indicated.

2. Manufacturer and product name, and model number if applicable.

3. Number and name of room or space.

4. Location within room or space.

E. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of governments, and other information specified.

F. Design Data: Prepare and submit written and graphic information indicating compliance with indicated performance and design criteria in individual Specification Sections. Include list of assumptions and summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Number each page of submittal.

G. Certificates:

1. Certificates and Certifications Submittals: Submit a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

Provide a notarized signature where indicated.

2. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.

3. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents.

Include evidence of manufacturing experience where required.

4. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.

5. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.

6. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on AWS forms. Include names of firms and personnel certified.

H. Test and Research Reports:

1. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion.

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2. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.

3. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.

4. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.

5. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

6. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information:

a. Name of evaluation organization.

b. Date of evaluation.

c. Time period when report is in effect.

d. Product and manufacturers' names.

e. Description of product.

f. Test procedures and results.

g. Limitations of use.

1.8 CONTRACTOR'S REVIEW

A. Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents.

Note corrections and field dimensions. Mark with approval stamp before submitting to Government.

B. Contractor's Approval: Indicate Contractor's approval for each submittal. Include name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

1. Government will not review submittals received from Contractor that do not have Contractor's review and approval.

1.9 GOVERNMENT’S REVIEW

A. Action Submittals: Government will review each submittal, indicate corrections or revisions required, and return it.

1. PDF Submittals: Government will indicate, via markup on each submittal, the appropriate action.

2. Paper Submittals: Government will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action.

B. Informational Submittals: Government will review each submittal and will not return it or will return it if it does not comply with requirements. Government will forward each submittal to appropriate party.

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C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Government.

D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.

E. Government will return without review submittals received from sources other than Contractor.

F. Submittals not required by the Contract Documents will…