Cedar_Point_Addendum_and_Specs.pdf

Addendum

Specifications:

Section: 331113 Potable Water Supply Wells Part 2 - Products

Delete the Following Statement in its entirety. Potable Water Supply wells Part 2 – Products 2.5

Submersible well pumps A. Description: Multi-stage submersible, well pump to be provided by other. Not part of this procurement.

Replace with: Pump will be part of this contract see Specification 11216

Drawings:

2/C103 delete 10’ min replace with “11’ with 10’ min”

C301 delete note 1 schedule 80 CPVC with ASTM A 53/A 53M, Schedule 40, galvanized-steel pipe with threaded ends and cast-iron or steel threaded couplings.

C301 Add check valve shall be 25’ or less from the pump.

1/C501 Add tracer wire/tape 12” below grade.

1/C501 Add Type I Bedding per ISPWC Section 305

11/C502 Add note install per manufacturer

12/C503 Add CAP north leg of tee 1’ away for future service to north

14/C503 Add per manufacturer’s instructions

1/S101 all call outs should be S101 not C201

S102 call out 1 should be marked 1/S102

2/S501 Add bollard holes to be filled with concrete

MARCH 2023 WATER WELL PUMPS

CEDAR POINT CAMP HOST SITE IMPROVMENTS 11216-1

SECTION 11216 - WATER WELL PUMPS

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes submersible pumps including drop pipes, fittings, check valves, electrical cable, and other items required to make the installation complete and operable.

1.2 SUBMITTALS

A. Product Data: For each type of product to be utilized on the project.

B. Pump Data: Submit product data including certified performance curves, weights (shipping, installed, and operating), furnished specialties, and accessories for all products.

C. Maintenance Data: Submit maintenance data for each type and size pump specified; include startup instructions.

D. Shop Drawings: Submit shop drawings showing layout and connections for pumps. Include setting drawings with templates, directions for installation of foundation and anchor bolts, and other anchorages.

E. Electrical Diagrams: Submit wiring diagrams detailing wiring for power, signal, and control systems differentiating between manufacturer-installed wiring and field-installed wiring.

F. Other Documents: Submit spare parts list, service bulletins and manuals covering the equipment to be used on this project.

1.3 QUALITY ASSURANCE

A. Regulatory Requirements: Comply with provisions of the following:

1. UL 778 "Standard for Motor Operated Water Pumps" for construction requirements.

Include UL listing and labeling.

2. NEMA MG 1 "Standard for Motors and Generators" for electric motors. Include NEMA listing and labeling.

3. NFPA 70 "National Electrical Code" for electrical components and installation.

B. Single-Source Requirement: Obtain same type of pumps from a single manufacturer, with pumps, components, and accessories from a single source.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Storage:

CEDAR POINT CAMP HOST SITE IMPROVMENTS 11216-2

1. Store pumps in a clean, dry location.

2. Retain shipping flange protective covers and protective coatings during storage.

B. Protection: Protect bearings and couplings against damage from sand, grit, or other foreign matter.

1.5 WARRANTY

A. Requirements: Furnish a written warranty from the manufacturer covering the water well pump.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Submersible Pump and Motor: Stainless steel pump with positive displacement stators or stainless steel shell, bronze or stainless steel impellers, and shall deliver 24 gpm.

1. Motor: Grundfos 35S30-11 submersible pump in stainless steel PN/9892473 or approved equal.

B. Accessories:

1. Lightning Arresters: Either separately mounted or an integral part of the motor.

2. Motor Protection: Shall be built in to include but not limit dry run, overvoltage, undervoltage, overload and over temperature.

3. Drop Pipe: ASTM A 53/A 53M,Schedule 40, galvanized-steel pipe with threaded ends and cast-iron or steel threaded couplings.

4. Check Valve: Precision-cast red brass, with an abrasion resistant "O" ring and spring, machine fitted to the valve seat, tapered for positive sealing and self-cleaning. Check valve and drop pipe shall be compatible.

5. Torque Arrestor: Precision-molded from natural rubber and field adjusted to hold pump centered in well and provide a snug fit with well casing. Torque arrestor shall be compatible with the drop pipe.

6. Drop Cable: UL listed 2 conductor submersible pump cable with ground flat jacketed.

Minimum 12 gauge.

PART 3 - EXECUTION

3.1 PREPARATION

A. Clearing: Worksite clearing shall be limited to an area 50 feet by 50 feet.

CEDAR POINT CAMP HOST SITE IMPROVMENTS 11216-3

B. Grading: Minimize surface disturbance at sites. However, level construction site as necessary for pump installation operations. Construction shall be as staked by the Contracting Officer.

Resultant cut or fill slopes shall not be steeper than 4:1, unless staked otherwise.

C. Examination: Examine areas, equipment foundations, and conditions with Installer present for compliance with requirements for installation and other conditions affecting performance of plumbing pumps. Do not proceed with installation until unsatisfactory conditions have been corrected.

1. Examine roughing-in of plumbing piping systems to verify actual locations of piping connections prior to pump installation.

3.2 INSTALLATION

A. Submersible Pump: Install according to the manufacturer's instructions. Do not energize submersible pumps which are not immersed in water for more than 3 seconds at not less than

10-minute intervals, unless written approval is obtained from the manufacturer to do otherwise.

B. Conductors:

1. General: Install the required wiring, controls and junction boxes, complete, from the point of supply to the submersible pump. Carefully lower the drop pipe taking care not to drag the conductor over the casing edge or allow the conductor to become pinched. As the drop pipe is lowered in the well, check continuity and resistance at each joint with an ohmmeter.

2. Splicing: No splices will be permitted in the drop cable between the motor splice and the surface control unit. Splices in other locations shall be as recommended by the manufacturer.

3. Taping: Tape the conductor to the drop pipe with 2-inch plastic tape at intervals not to exceed 7 feet. Use a minimum of 4 turns of tape at each tie point.

C. Check Valve: Install at an average spacing of 100 feet (not equally spaced). Install a check valve one length of drop pipe above the pump.

D. Centering Guides: Utilize at the discretion of the contractor but not more than one every 100 feet.

E. Torque Arrestor: Install on plastic drop pipe, one just above the pump.

F. Pump Foundation: Construct according to the drawings.

G. Submersible Pump Motors: Provide a starter recommended by the pump manufacturer.

3.3 FIELD QUALITY CONTROL

A. Submersible Pump:

CEDAR POINT CAMP HOST SITE IMPROVMENTS 11216-4

1. General: After installation is completed, operate the pump, at design capacity, in the presence of the Contracting Officer for a period of at least 2 hours. When the power source is not available, provide a compatible power source, at the Contractor's expense, for the required testing. Also, provide temporary lines for the safe discharge of test water as approved by the Contracting Officer.

2. Insulation: After installation, test insulation resistance between windings and between each stator winding and frame. Insulation resistance values less than 1/2 megohm are not acceptable.

3. Load Current: Measure motor current in each phase conductor with the motor operating at the highest normal load to which it may be subjected on the generator. Compare current readings to nameplate full-load-current ratings. Report to the Contracting Officer readings higher than the nameplate rating. Record current readings for motors 1/2 hp and larger.

END OF SECTION 11216

U.S. Department of the Interior

Bureau of Land Management

Cedar Point Camp Host

Site Improvements

Twin Falls District

Burley, ID

June 2021

JUNE 2021 TABLE OF CONTENTS

CEDAR POINT CAMP HOST SITE IMPROVEMENTS 1

TABLE OF CONTENTS

SPECIFICATIONS ...........................................................................................................................# OF PAGES

DIVISION 01 - GENERAL REQUIREMENTS

011000 SUMMARY

012200 UNIT PRICES AND SCHEDULE OF VALUES

013100 PROJECT MANAGEMENT AND COORDINATION

013200 CONSTRUCTION PROGRESS DOCUMENTATION

013300 SUBMITTAL PROCEDURES

014000 QUALITY REQUIREMENTS

015000 TEMPORARY FACILITIES AND CONTROLS

016000 PRODUCT REQUIREMENTS

017300 EXECUTION REQUIREMENTS

017700 CLOSEOUT PROCEDURES

017839 PROJECT RECORD DOCUMENTS

DIVISION 02 (NOT USED)

DIVISION 03 – CONCRETE

033000 CAST-IN-PLACE CONCRETE

034005 PRECAST WELL HOUSE

DIVISION 04 – 12 (NOT USED)

DIVISION 13 – SPECIAL CONSTRUCTION

130470 PRE-ENGINEERED SHELTERS

DIVISION 14 – 21 (NOT USED)

DIVISION 22 – PLUMBING

220517 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

220519 METERS AND GAGES FOR PLUMBING PIPING

220523.12 BALL VALVES FOR PLUMBING PIPING

220523.14 CHECK VALVES FOR PLUMBING PIPING

220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

221113 FACILITY WATER DISTRIBUTION PIPING

221116 DOMESTIC WATER PIPING

221119 DOMESTIC WATER PIPING SPECIALTIES

221223.11 FACILITY INDOOR POTABLE WATER STORAGE TANKS

221313 FACILITY SANITARY SEWERS

221353 FACILITY SEPTIC VAULT

DIVISION 23 - 25 (NOT USED)

DIVISION 26 - ELECTRICAL

260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

260923 LIGHTING CONTROL DEVICES

262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

265619 LED LIGHTING

JUNE 2021 TABLE OF CONTENTS

CEDAR POINT CAMP HOST SITE IMPROVEMENTS 2

DIVISION 27 – 30 (NOT USED)

DIVISION 31 - EARTHWORK

311000 SITE CLEARING

312000 EARTH MOVING

DIVISION 33 - EARTHWORK

331113 POTABLE WATER SUPPLY WELLS

END OF TABLE OF CONTENTS

08:52:09 PM 06-23-2021 (-04'00' GMT)

Digitally signed by Nathan J. Frongner Date: 2021.06.23 16:33:42 -06'00'

McKay Andersen

Digitally signed by McKay Andersen Date: 2021.06.23 18:45:43 -06'00'

Ben L Carter Digitally signed by Ben L Carter Date: 2021.06.24 09:31:23 -06'00'

JUNE 2021 SUMMARY

CEDAR POINT CAMP HOST SITE IMPROVEMENTS 011000-1

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Geotechnical data.

3. Use of premises.

4. Specification formats and conventions.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: Cedar Point Camp Host Site Improvements.

1. Project Location: Cedar Point is located along the Snake River in the Milner Recreation

Site in Cassia County, Burley, Idaho.

B. The Work consists of the following:

1. Clearing and grubbing of construction area.

2. Rough grading, excavation (including rock excavation), placement and compaction of fill and backfill.

3. Final grading and aggregate surfacing.

4. Development of water well and pump house.

5. Electrical service to the well house and host site.

6. Septic connection and vault installation.

7. Installation of cabanna shade structure and site furnishings.

C. Project will be constructed under a single prime contract.

1.3 GEOTECHNICAL DATA

A. Geotechnical Report: A copy of "Geotechnical Investigation Report" is included in the contract solicitation. This report is intended to give only a general indication of the conditions that may be encountered during construction. Government will not be responsible for the contents of this report. Determination of actual subsurface soil conditions shall be Contractor's responsibility.

1.4 USE OF PREMISES

A. Contractor shall have full use of premises for construction operations during construction period. Contractor's use of premises is limited only by Government right to perform work or to retain other contractors on portions of work.

CEDAR POINT CAMP HOST SITE IMPROVEMENTS 011000-2

B. Schedule operations so that Work is conducted during regular office hours which are 7:00 a.m.

to 5:00 p.m.

C. Schedule and sequence operations necessary to complete the work, including coordination with other crafts relative to the Contractor's requirements. Schedule Work in such manner as to avoid delays in overall construction and permit proper installation of work.

D. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of

Project site beyond areas in which the Work is indicated.

1. Site will be closed to the public during the duration of the construction project.

2. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Government, Government employees, and emergency vehicles at all times.

Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

1.5 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the

16-division format and CSI/CSC's "MasterFormat" numbering system.

1. Division 1: Sections in Division 1 govern the execution of the Work of all Sections in the Specifications.

B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.

These conventions are as follows:

1. Abbreviated Language: Language used in the Specifications and other Contract

Documents is abbreviated. Words and meanings shall be interpreted as appropriate.

Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications.

Requirements expressed in the imperative mood are to be performed by Contractor.

Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

C. Terminology: In Divisions 2 through 33 specification sections, all references to “Owner” have been replaced with the term “Government” (when referring to the person acting for the

Government). All references to “Architect” have been replaced with the term “Government”.

CEDAR POINT CAMP HOST SITE IMPROVEMENTS 011000-3

D. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the work of all Sections in the Specifications.

E. Contract Times: “Days” referred to in the Specifications are defined as calendar days.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

JUNE 2021 UNIT PRICES AND SCHEDULE OF VALUES

CEDAR POINT CAMP HOST SITE IMPROVEMENTS 012200-1

SECTION 012200 - UNIT PRICES AND SCHEDULE OF VALUES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for unit prices and requirements to prepare schedule of values.

1.2 DEFINITIONS

A. Unit price is a price per unit of measurement for materials or services added to or deducted from the Contract Sum by appropriate modification, if estimated quantities of Work required by the

Contract Documents are increased or decreased.

1.3 PROCEDURES

A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit.

B. Government reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Government expense, by an independent surveyor acceptable to Contractor.

C. List of Unit Prices: A list of unit prices is included in Part 3. Specification Sections referenced in the schedule contain requirements for materials described under each unit price.

1.4 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the Schedule of Values with preparation of

Contractor's Construction Schedule.

1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including Application for Payment and Contractor's Construction

Schedule.

2. Submit the Schedule of Values to Government at earliest possible date but no later than ten calendar days after the Notice to Proceed.

B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section.

1. Identification: Include the following Project identification on the Schedule of Values:

a. Project name and location.

b. Name of Government.

c. Contractor's name and address.

CEDAR POINT CAMP HOST SITE IMPROVEMENTS 012200-2

d. Date of submittal.

2. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project

Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate. Include separate line items under required principal subcontracts for operation and maintenance manuals, punch list activities, Project Record Documents, and demonstration and training in the amount of 5 percent of the Contract Sum.

3. Round amounts to nearest whole dollar; total shall equal the Contract Sum.

4. Provide a separate line item in the Schedule of Values for each part of the Work where

Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.

5. Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work.

6. Each item in the Schedule of Values and Applications for Payment shall be complete.

Include total cost and proportionate share of general overhead and profit for each item.

a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the Schedule of

Values or distributed as general overhead expense, at Contractor's option.

7. Schedule Updating: Update and resubmit the Schedule of Values before the next

Applications for Payment when Modifications or Construction Change Directives result in a change in the Contract Sum.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 LUMP SUM PAYMENT ITEMS

A. Payment items for the work of this Contract for which contract lump sum payments will be made are listed in the BIDDING SCHEDULE and described below.

B. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved.

C. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated

Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

3.2 UNIT PRICE PAYMENT ITEMS

CEDAR POINT CAMP HOST SITE IMPROVEMENTS 012200-3

A. Payment items for the work of this Contract for which unit price payments will be made are listed in the BIDDING SCHEDULE and described below.

B. Unit price items are inclusive of all materials, labor, parts, assembly, and installation in order to produce a unit of the product. All costs for items of work, which are not specifically mentioned to be included in a particular unit price payment item, shall be included in the listed unit price item most closely associated with the work involved.

C. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

D. Quantities regarding unit prices shall be assumed to follow the quantities listed in the bid schedule. If the Contractor suspects a change in the unit quantities, measurement can be made to adjust the final quantity of an item. If the quantity of an item cannot be measured at final condition the contractor shall produce construction documentation collected during construction to demonstrate the quantity.

3.3 SUMMARY OF BID ITEMS

A. The intent of the following paragraphs is to explain, in general, what is and what is not included in a bid item, and the limits or cut-off points where one bid item ends and another begins. If no bid item exists for a portion of the work, include the costs in a related bid item.

B. BID ITEM 1 - MOBILIZATION AND CONSTRUCTION MANAGEMENT: This item includes all preparatory work and operations, including those necessary to the movement of personnel, equipment, supplies and incidentals to the project site; bonds, work layout; other work and operations which must be performed or costs incurred prior to beginning work on the various items on the project site. Construction management includes ongoing tasks such as environmental controls, temporary facilities and controls, temporary traffic control, and field office operations. Item also includes preparation and installation of erosion control measures and features. It will be paid for as a lump sum.

C. BID ITEM 2 – CONSTRUCTION STAKING: This item includes all work and labor necessary for site grading and alignment controls for construction. Item includes all rework associated with re-establishing controls damaged as a result of construction. Item also includes any topographic collection and processing as needed for establishment of quantities. It will be paid for as a lump sum.

D. BID ITEM 3 – EARTHWORK: This item includes labor and equipment to clear the areas identified on the plans for construction, excavation of soil materials to subgrade elevations, placement and compaction of subbase materials, and placement and compaction of base course materials in accordance with the plans. Item also includes transport locally for disposal of unsuitable material as directed by the Government. It will be paid for as a lump sum.

E. BID ITEM 4 – ROCK EXCAVATION: This item includes labor and equipment to excavate rock to subgrade elevation or utility line trenching as identified on the plans. It will be paid for by the cubic yard.

CEDAR POINT CAMP HOST SITE IMPROVEMENTS 012200-4

F. BID ITEM 5 – EXTERIOR IMPROVEMENTS: Item includes all other items not specifically identified. This includes bollards, fire ring, picnic table, and utility table. All these items shall include all necessary materials and labor to prepare compete installation per the plans. Items also includes all associated equipment, materials, concrete foundations, fasteners and incidental work and material to install all items. Items will be paid for as each.

G. BID ITEM 6 – CONCRETE: This item includes labor, materials, and equipment to install concrete slabs and sidewalks in accordance with the plans. Item will be paid for by the cubic yard.

H. BID ITEM 7 – PICNIC SHELTER: This item includes providing all labor, materials, and equipment necessary to install the picnic shelter per the plans. Item will be paid for as a lump sum.

I. BID ITEM 8 – PREFABRICATED CONCRETE BUILDING: Item includes procurement and installation of the prefabricated concrete utility/storage building in the location indicated on the plans. Item includes all materials, equipment, and labor necessary for installation. Installation shall be per manufacturer guidelines and as directed by the Government. Item will be paid for as a lump sum.

J. BID ITEM 9 – WELL AND WATER SYSTEM: Item includes labor, materials, and equipment for fabrication, procurement, and installation of the water well, pumps, equipment, and distribution lines identified on the plans. It will be paid for as a lump sum.

K. BID ITEM 10 – ELECTRICAL IMPROVEMENTS: Item includes labor, materials, and equipment for fabrication, procurement, and installation of the transformer, pannels, equipment, distribution lines, and RV pedestal hookup identified on the plans. It will be paid for as a lump sum.

L. BID ITEM 11 – SANITARY SEWER SEPTIC SYSTEM: Item includes labor, materials, and equipment for fabrication, procurement, and installation of the septic vault and collection system identified on the plans. It will be paid for as a lump sum.

END OF SECTION 012200

JUNE 2021 PROJECT MANAGEMENT AND COORDINATION

CEDAR POINT CAMP HOST SITE IMPROVEMENTS 013100-1

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on

Project including, but not limited to, the following:

1. Coordination Drawings.

2. Project meetings.

3. Requests for Interpretation (RFIs).

B. See Division 1 Section "Execution Requirements" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

1.2 DEFINITIONS

A. RFI: Request from Contractor seeking interpretation or clarification of the Contract Documents.

1.3 COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of the

Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components with other contractors to ensure maximum accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

1. Prepare similar memoranda for Government and separate contractors if coordination of their Work is required.

CEDAR POINT CAMP HOST SITE IMPROVEMENTS 013100-2

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's Construction Schedule.

2. Preparation of the Schedule of Values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

1.4 SUBMITTALS

A. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities.

1. Content: Project-specific information, drawn accurately to scale. Do not base

Coordination Drawings on reproductions of the Contract Documents or standard printed data. Include the following information, as applicable:

a. Indicate functional and spatial relationships of components of architectural, structural, and civil systems.

b. Indicate dimensions shown on the Contract Drawings and make specific note of dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Government for resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.

2. Sheet Size: At least 8-1/2 by 11 inches but no larger than 30 by 40 inches.

3. Number of Copies: Submit one electronic copy of each submittal. Government will return one electronic copy.

4. Refer to individual Sections for Coordination Drawing requirements for Work in those

Sections.

1.5 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated.

1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Government of scheduled meeting dates and times.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

3. Minutes: Record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Government, within three days of the meeting.

CEDAR POINT CAMP HOST SITE IMPROVEMENTS 013100-3

B. Preconstruction Conference: Schedule a preconstruction conference before starting construction, at a time convenient to Government, but no later than 15 days after execution of the Contract. Hold the conference at Project site or another convenient location. Conduct the meeting to review responsibilities and personnel assignments, review required work, project drawings, specifications, construction schedules, payroll, payments, and administrative provisions of the Contract. Be prepared to summarize and explain procedures planned for the project and present specified preconstruction submittals.

1. Attendees: Authorized representatives of Government, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Discuss items of significance that could affect progress, including the following:

a. Tentative construction schedule.

b. Phasing.

c. Critical work sequencing and long-lead items.

d. Designation of key personnel and their duties.

e. Procedures for processing field decisions and Modifications.

f. Procedures for RFIs.

g. Procedures for testing and inspecting.

h. Procedures for processing Applications for Payment.

i. Distribution of the Contract Documents.

j. Submittal procedures.

k. Preparation of Record Documents.

l. Use of the premises.

m. Work restrictions.

n. Government occupancy requirements.

o. Responsibility for temporary facilities and controls.

p. Construction waste management and recycling.

q. Parking availability.

r. Office, work, and storage areas.

s. Equipment deliveries and priorities.

t. First aid.

u. Security.

v. Progress cleaning.

w. Working hours.

3. Minutes: Record and distribute meeting minutes.

C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity that requires coordination with other construction.

1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise

Government of scheduled meeting dates.

2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following:

a. The Contract Documents.

CEDAR POINT CAMP HOST SITE IMPROVEMENTS 013100-4

b. Options.

c. Related RFIs.

d. Related Modifications.

e. Purchases.

f. Deliveries.

g. Submittals.

h. Possible conflicts.

i. Compatibility problems.

j. Time schedules.

k. Weather limitations.

l. Manufacturer's written recommendations.

m. Warranty requirements.

n. Compatibility of materials.

o. Acceptability of substrates.

p. Temporary facilities and controls.

q. Space and access limitations.

r. Regulations of authorities having jurisdiction.

s. Testing and inspecting requirements.

t. Installation procedures.

u. Coordination with other work.

v. Required performance results.

w. Protection of adjacent work.

x. Protection of construction and personnel.

3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.

4. Reporting: Distribute minutes of the meeting to each party present and to parties who should have been present.

5. Do not proceed with installation if the conference cannot be successfully concluded.

Initiate whatever actions are necessary to resolve impediments to performance of the

Work and reconvene the conference at earliest feasible date.

D. Progress Meetings: Conduct progress meetings at regular intervals. Hold the meetings at the project site. Coordinate dates of meetings with preparation of payment requests. Additional progress meetings may be requested by either the Government or Contractor.

1. Attendees: In addition to representatives of Government, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings.

All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.

a. Contractor's Construction Schedule: Review progress since the last meeting.

Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction Schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

CEDAR POINT CAMP HOST SITE IMPROVEMENTS 013100-5

1) Review schedule for next period.

b. Review present and future needs of each entity present, including the following:

1) Interface requirements.

2) Sequence of operations.

3) Status of submittals.

4) Deliveries.

5) Off-site fabrication.

6) Access.

7) Site utilization.

8) Temporary facilities and controls.

9) Work hours.

10) Hazards and risks.

11) Progress cleaning.

12) Quality and work standards.

13) Status of correction of deficient items.

14) Field observations.

15) RFIs.

16) Status of proposal requests.

17) Pending changes.

18) Status of Modifications.

19) Pending claims and disputes.

20) Documentation of information for payment requests.

3. Minutes: Record the meeting minutes.

4. Reporting: Distribute minutes of the meeting to each party present and to parties who should have been present.

a. Schedule Updating: Revise Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting.

1.6 REQUESTS FOR INTERPRETATION (RFIs)

A. Procedure: Immediately on discovery of the need for interpretation of the Contract Documents, and if not possible to request interpretation at Project meeting, prepare and submit an RFI in the form specified.

1. RFIs shall originate with Contractor. RFIs submitted by entities other than Contractor will be returned with no response.

2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.

B. Content of the RFI: Include a detailed, legible description of item needing interpretation and the following:

1. Project name.

2. Date.

3. Name of Contractor.

CEDAR POINT CAMP HOST SITE IMPROVEMENTS 013100-6

4. Name of Government.

5. RFI number, numbered sequentially.

6. Specification Section number and title and related paragraphs, as appropriate.

7. Drawing number and detail references, as appropriate.

8. Field dimensions and conditions, as appropriate.

9. Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

10. Contractor's signature.

11. Attachments: Include drawings, descriptions, measurements, photos, Product Data, Shop

Drawings, and other information necessary to fully describe items needing interpretation.

C. Government's Action: Government will review each RFI, determine action required, and return

it. Allow 14 calendar days for Government's response for each RFI. RFIs received after 1:00 p.m. will be considered as received the following working day.

1. The following RFIs will be returned without action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for coordination information already indicated in the Contract

Documents.

d. Requests for adjustments in the Contract Time or the Contract Sum.

e. Requests for interpretation of Government's actions on submittals.

f. Incomplete RFIs or RFIs with numerous errors.

2. Government's action may include a request for additional information, in which case

Government's time for response will start again.

D. On receipt of Government's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Government within seven days if

Contractor disagrees with response.

E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number.

Submit log monthly. Include the following:

1. Project name.

2. Name and address of Contractor.

3. Name and address of Government.

4. RFI number including RFIs that were dropped and not submitted.

5. RFI description.

6. Date the RFI was submitted.

7. Date Government's response was received.

8. Identification of related bilateral or unilateral modifications, extensions, and changes in scope, as appropriate.

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PART 2 - PRODUCTS (Not Used)

END OF SECTION 013100

JUNE 2021 CONSTRUCTION PROGRESS DOCUMENTATION

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SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL

1.1 SUMMARY

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

1. Contractor's Construction Schedule.

2. Daily construction reports.

3. Field condition reports.

B. See Division 1 Section "Unit Prices and Schedule of Values" for submitting the Schedule of

Values.

1.2 SUBMITTALS

A. Contractor's Construction Schedule: Submit one electronic copy of initial schedule, large enough to show entire schedule for entire construction period.

B. Daily Construction Reports: Submit one electronic copy at weekly intervals.

C. Field Condition Reports: Submit one electronic copy at time of discovery of differing conditions.

1.3 COORDINATION

A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors.

B. Coordinate Contractor's Construction Schedule with the Schedule of Values, list of subcontracts, progress reports, payment requests, and other required schedules and reports.

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

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

1.4 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL

A. 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 Modification.

CEDAR POINT CAMP HOST SITE IMPROVEMENTS 013200-2

B. Activities: Treat each separate area as a separate numbered activity for each principal element of the Work. Comply with the following:

1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by Government.

2. Procurement Activities: Include procurement process activities for long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule.

Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

3. Submittal Review Time: Include review and resubmittal times indicated in Division 1

Section "Submittal Procedures" in schedule. Coordinate submittal review times in

Contractor's Construction Schedule with Submittals Schedule.

4. Substantial Completion: Indicate completion in advance of date established for

Substantial Completion, and allow time for Government's administrative procedures necessary for certification of Substantial Completion.

C. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

1. Work Restrictions: Show the effect of the following items on the schedule:

a. Seasonal variations.

b. Environmental control.

2. Work Stages: Indicate important stages of construction for each major portion of the

Work.

D. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and Final Completion.

E. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis using fragnets to demonstrate the effect of the proposed change on the overall project schedule.

1.5 CONTRACTOR'S CONSTRUCTION SCHEDULE (GANTT CHART)

A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal Gantt-chart-type, Contractor's Construction Schedule within 15 days of date established for the Notice to Proceed.

Base schedule on the Preliminary Construction Schedule and whatever updating and feedback was received since the start of Project.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

1. For construction activities that require 3 months or longer to complete, indicate an estimated completion percentage in 10 percent increments within time bar.

CEDAR POINT CAMP HOST SITE IMPROVEMENTS 013200-3

1.6 REPORTS

A. Daily Construction Reports: Prepare a daily construction report recording the following information:

1. Report number, Project title and number.

2. Date and day of week.

3. Weather conditions, including high and low temperatures, and site conditions.

4. List of subcontractors at Project site.

5. Equipment at Project site and work observed.

6. Material deliveries.

7. Accidents.

8. Stoppages, delays, shortages, and losses.

9. Equipment or system tests and startups.

B. Field Condition Reports: Immediately on discovery of a difference between field conditions and the Contract Documents, prepare and submit a detailed report. Submit with a request for interpretation. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.

1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.

2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.

3. As the Work progresses, indicate Actual Completion percentage for each activity.

B. Distribution: Distribute copies of approved schedule to Government, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

1. Post copies in temporary field offices.

2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.

END OF SECTION 013200

JUNE 2021

CEDAR POINT CAMP HOST SITE IMPROVEMENTS

SUBMITTAL PROCEDURES

013300 - 1

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Submittal schedule requirements.

2. Administrative and procedural requirements for submittals.

1.2 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."

1.3 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.

SUBMITTAL PROCEDURES

013300 - 2

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.

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

1.4 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.

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.

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 15 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. Resubmittal Review: Allow 15 days for review of each resubmittal.

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

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.

SUBMITTAL PROCEDURES

013300 - 3

1.5 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.…