GAOA_Beehive_Bend_Take-Out_Specification.pdf

GAOA BEEHIVE BEND TAKE-OUT

RECREATION SITE REPAIRS

BOISE DISTRICT

UNITED STATES DEPARTMENT OF INTERIOR

BUREAU OF LAND MANAGEMENT

IDIQ CONTRACT NO. 140L0622D0004

PROJECT SPECIFICATIONS

U.S. BLM Boise District

TABLE OF CONTENTS - SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS

01 07 00 Abbreviations and References 01 10 00 Summary 01 20 00 Price and Payment Procedures (Lump Sum) 01 26 00 Contract Modification Procedures 01 30 00 Submittal Procedure 01 31 00 Coordination and Sequencing 01 32 00 Construction Progress Documentation 01 50 00 Temporary Facilities and Controls 01 55 00 Quality Requirements 01 60 00 Product Requirements 01 77 00 Closeout Procedures

DIVISION 2 SITE WORK

02 41 00 Site Demolition

DIVISION 3 CONCRETE

03 10 00 Concrete Formwork 03 20 00 Concrete Reinforcement 03 30 00 Cast-In-Place Concrete 03 37 00 Concrete Curing

DIVISION 5 METALS

05 01 00 Metal Materials 05 03 05 Galvanizing 05 05 00 Metal Fastenings 05 12 00 Structural Steel 05 52 10 Pipe and Tube Railings 05 53 00 Gratings

DIVISION 6 - WOOD AND PLASTICS

06 10 00 Rough Carpentry

DIVISION 9 FINISHES

09 91 00 Painting

DIVISION 11 EQUIPMENT

11 90 00 Pillow Block Bearings

US BUREAU OF LAND MANAGEMENT 5/30/2024

GAOA BEEHIVE BEND TAKE-OUT

RECREATION SITE REPAIRS

BOISE DISTRICT

Page: 2 of 2

DIVISION 31 EARTHWORK

31 11 00 Clearing, Grubbing, and Stripping 31 22 00 Site Grading 31 22 22 Structural Excavating and Backfilling 31 22 60 Excavation Support and Protection

DIVISION 32 EXTERIOR IMPROVEMENTS

32 11 23 Untreated Base Course

DIVISION 1

GENERAL REQUIREMENTS

GAOA Beehive Bend Take-Out 01 07 00 Project No. 223405 Abbreviations and References Forsgren Associates, Inc.

Page: 1 of 5

SECTION 01 07 00

ABBREVIATIONS, TERMS, AND REFERENCE STANDARDS

PART 1 - GENERAL

1.1 DESCRIPTION

Wherever in these Specifications references are made to the standards, specifications, or other published data of the various national, regional, or local organizations, such organizations may be referred to by their acronyms or abbreviations only. As a guide to the user of these Specifications, the following acronyms, or abbreviations, which may appear herein, shall have the meanings indicated below.

1.2 DEFINITIONS OF ABBREVIATIONS AND ACRONYMS

AAR Association of American Railroads AASHTO American Association of the State Highway and Transportation Officials ACI American Concrete Institute ADC Air Diffusion Council AGA American Gas Association AGC Associated General Contractors AGMA American Gear Manufacturers Association AI The Asphalt Institute AIA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute AMCA Air Movement and Control Association ANSI American National Standards Institute, Inc.

APWA American Public Works Association ARI Air Conditioning and Refrigeration Institute ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating, and Air-Conditioning Engineers ASME American Society of Mechanical Engineers ASPE American Society of Plumbing Engineers ASQC American Society of Quality Control ASSE American Society of Sanitary Engineers ASTM American Society for Testing and Materials AWS American Welding Society AWWA American Water Works Association BLM Bureau of Land Management (U.S. Department of Interior) CDA Copper Development Association CEMA Conveyor Equipment Manufacturer's Association CGA Compressed Gas Association CFR Code of Federal Regulations CISPI Cast Iron Soil Pipe Institute CLFMI Chain Link Fence Manufacturer's Institute CMA Concrete Masonry Association CS Commercial Standard of NBS (U.S. Dept. of Commerce) CTI Cooling Tower Institute DIP Ductile Iron Pipe EIA Electronic Industries Association EPA U. S. Environmental Protection Agency ETL Electrical Test Laboratories FEMA Federal Emergency Management Administration FERC Federal Energy Regulatory Commission FS Forest Service (U.S. Department of Agriculture) FWS Fish and Wildlife Service

Page: 2 of 5

GI Galvanized Iron IAPMO International Association of Plumbing and Mechanical Officials ICBO International Conference of Building Officials ID Inside Diameter IEEE Institute of Electrical and Electronics Engineers IES Illuminating Engineering Society IMC International Mechanical Code IME Institute of Makers of Explosives IPC International Plumbing Code ISA Instrument Society of America ISO International Organization for Standardization MBMA Metal Building Manufacturer's Association NACE National Association of Corrosion Engineers NBS National Bureau of Standards NEBB National Environmental Balancing Bureau NEC National Electrical Code NEMA National Electrical Manufacturer's Association NFGC National Fuel Gas Code NFPA National Fire Protection Association NFPA National Forest Products Association NRCS Natural Resources Conservation Service (U.S. Department of Agriculture) (formerly SCS) NSF National Sanitation Foundation OD Outside Diameter OSHA Occupational Safety and Health Administration PCA Portland Cement Association PDI Plumbing and Drainage Institute PE Polyethylene PVC Polyvinyl Chloride RWMA Resistance Welder Manufacturer's Association SAE Society of Automotive Engineers

SMACNA

SSPWC Standard Specification for Public Works Construction UBC Uniform Building Code UL Underwriters Laboratories, Inc.

UMC Uniform Mechanical Code UPC Uniform Plumbing Code UPRR Union Pacific Railroad USDARD Rural Development (U.S. Department of Agriculture) (formerly Farmers Home Administration) WCRSI Western Concrete Reinforcing Steel Institute WRI Wire Reinforcement Institute, Inc.

WWPA Western Wood Products Association.

1.3 TERMS & DEFINITIONS

The following definitions apply to this contract:

Backfill: Material used to replace or the act of replacing material removed during construction. Material placed or the act of placing material adjacent to structures.

Base: The layer or layers of material placed on a subbase or subgrade to support a surface course.

Bid Schedule: The prepared schedule included with the bid forms, containing the estimated quantities of pay items for which unit bid prices are invited. Also known as Schedule of Items.

Page: 3 of 5

Construction Limits: The limits of the project site disturbed by construction operations and beyond which no disturbance is permitted. Typically, the construction limits are the same as the clearing limits, except when additional clearing is required.

Contract: The written agreement between the Government and the Contractor setting forth the obligations of the parties for the performance of and payment for the prescribed work.

Contractor: Individual or legal entity contracting with Government for performance of prescribed work.

Contract Time: The specified time allowed for completion of contract work.

Cross-Section: A vertical section of the ground or structure at right angles to the centerline or baseline of the roadway or other work.

Day: A calendar day beginning and ending at midnight.

Density: Mass per unit volume of material. Specific gravity multiplied by the density of water.

Detour: A temporary rerouting of public traffic to avoid the work or part of the work.

Drawings: Design sheets or fabrication, erection, or construction details submitted to the government by the Contractor.

Government: The Bureau of Land Management of the United States of America.

Lift: When placing and compacting soils, aggregates, or pavement; a lift is a single, continuous layer of material that receives the same compactive effort throughout and during a single work operation. When installing culvert pipe the backfill material placed on both sides of the pipe is considered to be contained in the same lift when placed to the same elevation.

Material: Substances specified or necessary to satisfactorily complete the contract work.

Measurement: The process of identifying the dimensions, quantity, or capacity of a pay item.

See Section 109 for measurement methods, terms, and definitions.

Pay Item: A specific item of work for which a unit and price is provided in the contract.

Plans: The construction plans furnished by the Engineer showing the location, type, dimensions, and details of the work.

Project: The specific work and work area for an individual task order.

Roadbed: The graded portion of a road prepared as a foundation for upper layers and shoulders.

Roadside: The area between the outside shoulder edge and the right-of-way limits.

Schedule of Items: A schedule in the contract listing construction items with description, Shoulder: A portion of the roadway contiguous with the traveled way that accommodates pedestrians, bicycles, stopped vehicles, and emergency use; as well as lateral support of the subbase, base, and surface courses.

Specifications: The written requirements for performing work.

Station: A precise location along a survey line.

Structures: Bridges, culverts, catch basins, drop inlets, retaining walls, cribbing, manholes, endwalls, buildings, sewers, service pipes, underdrains, foundation drains, and other constructed features that may be encountered in the work.

Subbase: The layer or layers of material placed on a subgrade to support a base.

Subcontract: The written agreement between the Contractor and an individual or legal entity prescribing the performance of a specific portion of the work.

Subcontractor: An individual or legal entity with which the Contractor sublets part of the work.

This includes subcontractors in all tiers.

Subgrade: The top surface of a roadbed upon which the pavement structure, shoulders, and curbs are constructed.

Substantial Completion: The point at which the project is complete such that it can be safely and effectively used by the public without further delays, disruption, or other impediments.

Page: 4 of 5

Suitable Material: Rock or earth material that will provide stable foundations, embankments, or roadbeds, and is free of organic matter, muck, frozen lumps, roots, sod, or other deleterious material. Suitable material may require drying or adding water, root picking, and other methods of manipulation before use. Suitable material includes the classifications of material for which the project was designed.

Superintendent: The Contractor's onsite representative who has authority to act for the Contractor and is responsible for directing and supervising construction operations on behalf of the Contractor.

Traveled Way: The portion of the roadway designated for the movement of vehicles, exclusive of shoulders.

Unsuitable Material: Material not capable of creating stable foundations, embankments, or roadbeds. Unsuitable material includes muck, sod, or soils with high organic contents.

Work: The furnishing of all labor, material, equipment, and other incidentals necessary to complete the project according to the contract

PART 2 - REFERENCED WORKS, CODES AND STANDARDS

Whenever references to specifications, codes, standards and other publications are made to these Specifications, the following rules shall apply:

2.1 TITLES OF SECTIONS AND PARAGRAPHS

Titles of sections and/or paragraphs shown in these Specifications are for convenience of reference only, and do not form a part of the Specification.

2.2 APPLICABLE PUBLICATIONS

Whenever references in these specifications are made to published specifications, codes, standards, or other requirements, it shall be understood that unless a date is specified, only the latest edition of these specifications, codes, and/or standards which have been published as of the date that the work is advertised for bids, shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. No requirements set forth herein or shown on the Drawings shall be waived because of any provision of, or omission from, said standards or requirements.

2.3 SPECIALISTS AND SPECIAL ASSIGNEMENTS

In certain instances, specification text requires (or implies) that specific work is to be assigned to specialists or expert entities, who must be engaged for the performance of that work. Such direction shall be recognized as special requirements and is not intended to interfere with local union jurisdiction settlements and similar conventions. Such assignments are intended to establish which party or entity involved in a specific unit of work is recognized as "expert" and qualified for the assignment of the work. Nevertheless, the final responsibility for fulfilling this assignment remains with the Contractor.

2.4 BUILDING CODES

Reference herein to "Building Code" shall mean the Uniform Building Code issued by the International Conference of Building Officials (ICBO). The latest edition of the code as approved and used by the local agency as of the date of award, as adopted by the agency having jurisdiction, shall apply to the work herein, including all addenda, modifications, amendments, or other lawful changes thereto.

2.5 OSHA

Page: 5 of 5

OSHA REGULATIONS - References herein to "OSHA Regulations for Construction" shall mean Title 29, Part 1926, Construction Safety and Health Regulations, Code of Federal Regulations (OSHA), including all changes and amendments thereto.

OSHA STANDARDS - References herein to "OSHA Standards" shall mean Title 29, Part 1910, Occupational Safety and Health Standards of the U.S. Code of Federal Regulations, including all changes and amendments thereto.

2.6 DOT STANDARDS/SPECIFICATIONS

References to "State DOT Specifications" or "State DOT Requirements" shall mean the Specifications for Excavation on State Highway Right-of-Way and/or Standard Specifications for Road and Bridge Construction, including all amendments thereto, issued by the State agency responsible for highways wherein the Contract is located and any other written requirements or provisions issued by that agency which are contained in these Contract Documents.

2.7 FEDERAL PIPELINE SAFETY STANDARDS

Reference to "Federal Pipeline Safety Standards" shall mean Title 29, Parts 191 and 192, Federal Pipeline Safety Minimum Standards, U.S. Code of Federal Regulations including all changes and amendments thereto.

2.8 STATE GAS PIPELINE SAFETY STANDARDS

References to "State Gas Pipeline Safety Standards" shall mean the appropriate section/s of the legal code or regulations adopted in the State wherein the work is located, including all changes and amendments thereto.

PART 3 - CONFLICTS

In case of conflict between codes, reference standards, Drawings and the other Contract Document, the BLM requirements shall govern. All conflicts shall be brought to the attention of the Engineer for clarification and directions prior to ordering or providing any materials or labor required therefrom. The Contractor shall assume the most stringent requirements apply when preparing bids for this Contract.

END OF SECTION

GAOA Beehive Bend Take-Out 01 10 00 Project No. 223404 Summary

Page: 1 of 4

SECTION 01 10 00

SUMMARY

1.1 SUMMARY

A. Section Includes:

1. Adjust list below to suit Project.

2. Project information.

3. Work covered by Contract Documents.

4. Work phases.

5. Work under other contracts.

6. Use of premises.

7. Public use of site.

8. Occupancy requirements.

9. Work restrictions.

10. Specification formats and conventions.

1.2 PROJECT INFORMATION

A. Project Identification: GAOA Beehive Bend Take-Out Recreation Site Repairs

1. Project Location: Hwy 55, Horseshoe Bend, Idaho, BLM Beehive Bend Recreation Site

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work consists of the following:

1. General

a. Prepare Storm Water Pollution Prevention Plan (SWPPP) and submit Notice of Intent

(NOI) and Notice of Termination (NOT).

b. Implement SWPPP and maintain Best Management Practices (BMPs) during construc-tion.

c. Comply with US Army Corp of Engineers Section 404 permit requirements.

2. Construction of take-out ramp structure and pathway.

a. Erosion and sediment control

b. Removal of existing railroad ties.

c. Clearing & grubbing to limits of cut and fill.

d. Earthwork, including excavation and embankment (fill) for pathway and take-out ramp structure.

e.

f. Construction of Take-Out Ramp Structure

1) Provide Special Inspections and Testing for Take-Out Ramp Structure work as set forth in the Plans

2) Concrete pier foundation excavation and construction

3) Steel frame structure

4) Wooded deck with steel rollers

5) Grated non-slip stairways (both side)

6) Handrails (both sides)

Page: 2 of 4

7) Provide spare roller set to GOVERNMENT to include four (4) fabricated rollers with shafts and eight (8) bearing assemblies with hardware.

g. Permanent erosion control and seeding

h. Site clean-Up

3. Construction of pathway

a. Erosion and sediment control

b. Clearing & grubbing to limits of cut and fill.

c. Earthwork, including excavation and embankment (fill) for pathway.

d.

e. Concrete pathway and landing including aggregate base.

f. Permanent erosion control and seeding

g. Site clean-Up

4. Concrete Repairs

a. Concrete sidewalk panel removal and replacement

b. Concrete spall repair

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

1.4 USE OF PREMISES

A. Contractor shall have limited use of premises for construction operations as indicated on Draw-ings by the Contract limits.

B. Schedule operations so that Work is conducted during regular office hours.

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. 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. Limits: Confine constructions operations to work areas shown on the Drawings.

2. Government Occupancy: Allow for partial Government occupancy of Project site and use by the public. Provide minimum 72 hours advance notice to Contracting Officer of activities that will impact normal Government operations or public access. Secure Contracting Of-ficer's written approval of activities that will impact normal Government operations to avoid delays in overall construction and permit proper installation or work.

3. Driveways and Entrances: Keep driveways and parking areas designated on Drawings 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 ma-terials.

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 PUBLIC USE OF SITE

A. Contractor shall at all times conduct his operations to ensure the least inconvenience to the public.

Site closures will be permitted, when required, upon specific approval of Contracting Officer.

Page: 3 of 4

1.6 OCCUPANCY REQUIREMENTS

A. Partial Government Occupancy: Government will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government operations.

1. Maintain access to existing walkways and other adjacent occupied or used facilities. Do not close or obstruct walkways or other occupied or used facilities without written permission from Government and authorities having jurisdiction.

1.7 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, except when otherwise indicated.

B. Work on Saturdays, Sundays, Federal holidays or at night may not be performed without prior consent from the Contracting Officer. Submit requests 48 hours in advance of the work to the Contracting Of-ficer for approval.

C. No signs or advertisements (except those specified) shall be displayed on the construction site or within the premises unless approved by the Contracting Officer.

1.8 PERMITS AND FEES

A. The CONTRACTOR is responsible for obtaining all permits required for this project and shall pay all necessary fees unless otherwise noted below. The CONTRACTOR shall also coordinate all necessary inspections. As a minimum, by not limited to, the following permits are required: None.

B. The CONTRACTOR is responsible for complying with the requirements of the Army Corps of Engi-neers Section 404 Permit that will be provided by the GOVERNMENT.

1.9 SPECIFICATION FORMATS AND CONVENTIONS

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

CSI/CSC's "MasterFormat" numbering system.

1. Division 01 General Requirements: Sections in Division 01 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 in-tended meaning of certain terms, words, and phrases when used in particular situations. These con-ventions are as follows:

1. Abbreviated Language: Language used in the Specifications and other Contract Docu-ments is abbreviated. Words and meanings shall be interpreted as appropriate. Words im-plied, but not stated, shall be inferred as the sense requires. Singular words shall be inter-preted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

Page: 4 of 4

2. Imperative mood and streamlined language are generally used in the Specifications. Re-quirements expressed in the imperative mood are to be performed by Contractor. Occa-sionally, 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 im-plied where a colon (:) is used within a sentence or phrase.

C. Terminology: A

PART 2 - PRODUCTS NO USED

PART 3 - EXECUTION NOT USED

GAOA Beehive Bend Take-Out 01 20 00 Project No. 223404 Price and Payment Procedures

Page: 1 of 3

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

1.1 SECTION INCLUDES

A. Bid item description B. Basis for progress payment C. Schedule of values D. Applications for payments E. Payment for mobilization F. Rejected or unused products G. Partial payment for stored materials and equipment H. Payment for CONTRACTOR installation of GOVERNMENT furnished items

1.2 BID ITEM DESCRIPTION

A. Payment for all Bid Items, whether lump sum or unit price, shall include all compensation to be received by CONTRACTOR for furnishing all tools, equipment, dewatering, supplies, and manufactured articles, and for all labor operations, and incidentals appurtenant to the items of Work being described, as necessary to complete the various items of the Work all in accordance with the requirements of the Contract Documents, including all cost of compliance with the regulations or permits required of public agencies having jurisdiction, including safety and health requirements of the Occupational Safety and Health Administration (OSHA) of the U.S. Department of Labor.

B. No separate payment will be made for any item that is not specifically set forth in the Bid

Form, and all costs therefore shall be included in the Total Contract Price named in the Bid Form.

C. Payment for all Work shown or specified in the Contract Documents is included in the Total

Contract Price.

D. Payment for general construction will be made at the lump sum price named in the Bid Form under Base Bid plus any additive/deductive alternates, which price shall constitute full compensation for completion of all mobilization, demobilization, insurance, supervision, planning, design, engineering fees, furnishing and construction of all facilities, complete as defined within these Contract Documents, and all taxes.

E. It is the responsibility of the CONTRACTOR to fully inform himself regarding all Federal, State and local tax laws, rules or regulations furnished under this Contract, including all exemption provisions and procedures.

F. The Total Contract Price for the Work under this Contract is inclusive of any taxes which are imposed by any governing agency to which the Work hereunder is subject. CONTRACTOR is solely responsible for assuring that all the applicable taxes are included in his bid.

1.3 BASIS FOR PROGRESS PAYMENT

A. Progress payments shall be based on the activities defined in the approved Progress

Schedule and the approved Schedule of Values, and on the percentage of completion of each activity.

Page: 2 of 3

B. In general, measurement will not normally be required for lump sum Bid Items. In general, measurement will be required for items on which the CONTRACTOR is to be compensated on a time and materials basis (e.g., unit price Bid Items, allowance Bid Items, and force account work).

C. No Progress Payments shall be made until an acceptable Progress Schedule, and an acceptable Schedule of Values, has been achieved. See Section 01 32 00 Progress Schedule.

1.4 SCHEDULE OF VALUES

A. See General Conditions Article 2 PRELIMINARY MATTERS and Article 15 PAYMENTS TO CONTRACTOR for details for Schedule of Values.

B. Submit preliminary Schedule of Values in duplicate within 10 days after the effective date established in Notice to Proceed.

C. The schedule of values shall:

1. Address the entire Work and Total Contract Price.

2. Be generated from the Progress Schedule and be provided in a spreadsheet form compatible with the most recent version of Microsoft Excel.

3. Be submitted for review in an electronic media version (e.g. email).

4. Include sub-schedules for each Bid Item.

5. Include within each line item, direct proportional amount of CONTRACTOR and profit.

6. Revise schedule to list approved Change Orders, with each Application For Payment.

D.

following:

1. Value for mobilization shall not exceed 5% of total contract value.

2. Value for start-up, commissioning, and demobilization shall not be less than 5% of total contract value.

1.5 PAYMENT FOR MOBILIZATION

A. Limit amounts included under Mobilizations to the following items:

1. Moving on site any equipment required for first month operations.

2. Installing temporary construction power and wiring.

3. Establishing fire protection system.

4. Developing construction water supply.

5. Providing field office trailers for CONTRACTOR.

6. Providing on-site sanitary facilities and potable water facilities as specified.

7.

8. Subcontractor insurance and bonds.

9. Developing the Storm Water Pollution Prevention Plan (SWPPP) and filing a Notice of

Intent (NOI).

10. Obtaining all required permits, licenses and fees.

11. Developing construction schedule.

12. Provide and erect the project sign, if required.

13. CONTRACTOR bonds and insurance.

1.6 REJECTED OR UNUSED PRODUCTS

A. Payment will not be made for the following:

1. Loading, hauling, and disposing of rejected products or materials.

Page: 3 of 3

2. Quantities of material wasted or disposed of in a manner not called for under Contract Documents.

3. Rejected loads of material, including material rejected after it has been placed by reason of failure of CONTRACTOR to conform to provisions of Contract Documents.

4. Equipment not unloaded from transporting vehicle.

5. Defective Work not accepted by GOVERNMENT and cost to remedy.

6. Material remaining on hand after completion of Work.

7. Equipment stored or installed without approved Shop Drawings.

8. Equipment or materials stored or installed not in conformance with approved Shop

Drawings.

1.7 PARTIAL PAYMENT FOR STORED MATERIALS AND EQUIPMENT

A. Partial payment will be made for materials and equipment delivered to the Project site for incorporation into the Work and not installed if and only if: (a) Shop Drawings are approved by ENGINEER, (b) the materials and equipment are stored as recommended by the manufacturer, and (c) CONTRACTOR provides certificate of insurance for said materials.

The amount of partial payment shall be based not on actual invoice amounts but on an approved % value the equipment represents of the scheduled item and not to exceed the actual invoice amount.

B. Final payment will be made only for products incorporated in Work. Remaining products, for which partial payments have been made, shall revert to CONTRACTOR unless otherwise agreed, and partial payments made for those items will be deducted from final payment.

1.8 PAYMENT FOR CONTRACTOR INSTALLATION OF GOVERNMENT FURNISHED ITEMS

A. No separate payment will be made for such activities as these activities are part of the Work and included in the Total Contract Price for the Work.

PART 2 - PRODUCTS NOT USED

GAOA Beehive Bend Take-Out 01 26 00 Project No. 223404 Contract Modification Procedures

Page: 1 of 2

SECTION 01 26 00

CONTRACT MODIFICATION PROCEDURES

A. Section includes administrative and procedural requirements for handling and processing Contract modifications.

1.2 MINOR MODIFICATIONS IN THE WORK

A. Contracting Officer will issue supplemental instructions authorizing minor modifications in the Work, not involving adjustment to the Contract Sum or the Contract Time.

1.3 PROPOSAL REQUESTS

A. Government-Initiated Proposal Requests: Contracting Officer will issue a detailed description of proposed modifications in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

1. Proposal Requests issued by Contracting Officer are for information only. Do not consider them instructions either to stop work in progress or to execute the proposed modification.

2. Within 20 days after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the modification.

a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

c. Include costs of labor and supervision directly attributable to the modification.

d. Include an updated Contractor's Construction Schedule that indicates the effect of the modification, including, but not limited to, modifications in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

B. Contractor-Initiated Proposal Requests: If latent or unforeseen conditions require modifications to the Contract, Contractor may propose modifications by submitting a request for a modification to Contracting Officer.

1. Include a statement outlining reasons for the modification and the effect of the modification on the Work. Provide a complete description of the proposed modification.

Indicate the effect of the proposed modification on the Contract Sum and the Contract Time.

2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Include costs of labor and supervision directly attributable to the modification.

GAOA Beehive Bend Take-Out 01 26 00 Project No. 223404 Contract Modification Procedures

Page: 2 of 2

5. Include an updated Contractor's Construction Schedule that indicates the effect of the modification, including, but not limited to, modifications in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

6. Comply with requirements in Division 01 Section "Product Requirements" if the proposed modification requires substitution of one product or system for product or system specified.

C. Proposal Request Form: Use forms provided by Contracting Officer.

1.4 MODIFICATION PROCEDURES

A. On Contracting Officer's approval of a Proposal Request, Contracting Officer will issue a

Modification for signatures of Contracting Officer and Contractor.

PART 2 - PRODUCTS

NOT USED

PART 3 - EXECUTION

GAOA Beehive Bend Take-Out 01 30 00 Project No. 223404 Submittal Procedure

Page: 1 of 6

SECTION 01 30 00

SUBMITTAL PROCEDURE

A. Submittal procedures B. Shop drawings and samples C. Administrative submittals D. Certificates E. Test reports F. Quality control submittals G. Contract closeout submittals

1.2 SUBMITTAL PROCEDURES

A. Timeline: Schedule and make submissions in accordance with requirements of individual

Specification section and in such sequence as to cause no delay in Work or in work of

B. Identification of Submittals:

1. Complete, sign, and transmit with each Submittal package, one transmittal of

2. Identify each Submittal with the following numbering and tracking system:

a. Sequentially number each Submittal.

b. Resubmissions of a Submittal will have original number with sequential alphabetic suffix.

3. Format: Orderly, indexed with labeled tab dividers.

4. Show date of submission.

5. Show Project title and GOVERNMENT

6. Show names of CONTRACTOR, Subcontractor or Supplier, and manufacturer as appropriate.

7. Identify, as applicable, Contract Document section and paragraph to which Submittal applies.

8. Identify Submittal type; submit only one type in each Submittal package.

9. Identify and indicate each deviation or variation from Contract Documents. Identify system limitations which may be detrimental to successful performance of completed Work.

C. Copies:

1. CONTRACTOR shall determine, with ENGINEER, an acceptable method of submitting electronic copies prior to issuance of submittals.

2. Electronic copies:

a. All files and plans should be submitted in Adobe PDF (.pdf) format. Please convert documents to PDF directly from work processing wherever possible. If it is necessary to scan a paper copy to PDF, please make sure you enable Optical Character Recognition (OCR) in the scanning program; this will make the PDF document searchable. Photographs may be submitted in JPEG (.jpg) format.

b. All file names should be descriptive of the document contents.

3. Samples:

a. Two (2), unless otherwise specified in individual Specification sections.

b. CONTRACTOR is responsible for safe and proper delivery of samples and shall prepay cartage charges.

Page: 2 of 6

D. Resubmissions: Clearly identify each correction or change made.

E. Incomplete Submittal Submissions:

1.

resubmission.

2. stamp, signed or initialed certification that review, approval, verification of products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with requirements of the Work and Contract Documents will be returned to CONTRACTOR unreviewed.

F. Non-specified Submissions: Submissions not required under these Contract Documents will not be reviewed or processed.

G. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Contracting Officer'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.

a. Initial Review: Allow 14 calendar days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required.

Contracting Officer will advise Contractor when a submittal being processed must be delayed for coordination.

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

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

H. Schedule Delays:

Submittals, unless all of the following criteria are met:

a. CONTRACTOR has notified ENGINEER in writing that timely review of Submittal in question is critical to progress of Work and acceptance to reflect such on current accepted submission and progress schedule.

Written agreement by ENGINEER to reduce Submittal review time will be made only for unusual and CONTRACTOR-justified reasons. Acceptance of a progress schedule containing Submittal review times less than specified or less than agreed times.

b. ENGINEER has failed to review and return first submission of a Submittal within agreed time indicated and accepted by ENGINEER.

2. No adjustment of Contract Times or Price will be allowed due to delays in progress of

Work caused by rejection and subsequent resubmission of Submittals, including multiple resubmissions.

I. C :

1. 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.

Contractor shall indicate approval and sign off on submittal cover sheet before submitting to Contracting Officer.

2. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract

J. C

Page: 3 of 6

1. Contracting Officer will not review submittals that do not bear Contractor's approval stamp and will return them without action.

2. Action Submittals: Contracting Officer will review each submittal, make marks to indicate corrections or modifications required, and return it. Contracting Officer will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken.

3. Informational Submittals: Contracting Officer will review each submittal and will not return it, or will return it if it does not comply with requirements. Contracting Officer will forward each submittal to appropriate party.

4. Partial submittals are not acceptable, will be considered nonresponsive, and will be returned without review.

5. Submittals not required by the Contract Documents may not be reviewed and may be discarded.

6. Written approval of submittals is indication that Contractor's submittals have been reviewed and there are no objections, except as noted.

7. Installation of material on basis of written approval of submittals shall not relieve Contractor of responsibility for incorporating material that conforms to requirements of Contract Documents.

8. Written approval of deviations shall apply only to those deviations or omissions from the requirements of Contract Documents brought to Contracting Officer's attention in writing.

9. After written approval of an item, Contractor may submit substitution for approval, if approved item cannot be purchased or delivered in time to avoid delay in completion of the project.

10. Measurements: Where approved manufacturer's diagrams and shop drawings give specific measurements or rough-in dimensions for equipment, these dimensions shall take precedence over dimensions indicated on Drawings.

1.3 CONTRACTOR'S USE OF ENGINEER'S CAD FILES

A. At Contractor's written request, copies of Engineer's CAD files will be provided to Contractor for Contractor's use in connection with Project, subject to the following conditions:

1. Limited to existing files in their original format (ACAD Civil 3D).

2. Use is restricted to incorporating modifications and/or maintaining record drawings for the Project.

3. Providing Engineer with release of liability for reuse in a form provided by the Engineer.

1.4 SHOP DRAWINGS AND SAMPLES

A. Description: Reference General Conditions Article 7.16 - Submittals

B. Excessive Shop Drawing Review: One resubmission of Shop Drawings will be performed by ENGINEER, as appropriate, at no cost to CONTRACTOR. Subsequent additional resubmissions of that Shop Drawing will be reviewed by ENGINEER; however ENGINEER will document work hours required to perform such additional review(s) and will report these costs to GOVERNMENT. CONTRACTOR shall reimburse GOVERNMENT for these costs.

C. et requirements of General Conditions Article 7.05

D. General: Submit to ENGINEER as required by individual Specification sections.

E. Identify and Indicate:

1. Pertinent Drawing sheet(s) and detail number(s), products, units and assemblies, and system or equipment identification or tag numbers.

Page: 4 of 6

2. Critical field dimensions and relationships to other critical features of Work.

3. Samples: Source, location, date taken, and by whom.

4. Each deviation or variation from Contract Documents in accordance with General

Conditions Article 7.16.A.3 Submittals .

F. Design Data:

1. Design systems, equipment, and components, including supports and anchorages, in accordance with the provisions of the latest edition of all uniform codes, including Uniform Building Code and to withstand seismic loads in addition to other loads.

2. Provide an appropriately licensed professional engineer to perform design, oversee preparation of Shop Drawings, manufacturing, and installation, as appropriate, and to stamp and certify that Shop Drawings conform with design requirements and requirements of Laws and Regulations and governing agencies.

3. When specified, provide Project-specific information as necessary to clearly show calculations, dimensions, logic and assumptions, and referenced standards and codes upon which design is based.

1.5 ADMINISTRATIVE SUBMITTALS

A. Description: Submittals that are not Shop Drawings or Samples, or that do not reflect quality of product or method of construction. May include, but not limited to those Submittals identified below.

B. Schedule of Submittal Submissions:

1. Prepare and submit, preliminary list of submissions grouped by Contract Document article/paragraph number or Specification section number, with identification, numbering and tracking system as specified under Paragraph Identification of Submittals and as approved by ENGINEER.

2. Include only the following required submissions:

a. Shop Drawings and Samples.

b. Training plans.

c. Test Procedures.

d. Operation and maintenance manuals.

e. Record documents.

f. Specifically required certificates, warranties, and service agreements.

C. Applications for Payment and Schedule of Values: Meet requirements of Section 01 20 00

Price and Payment Procedures.

D. Construction Photographs: In accordance with Section 01 31 00 Coordination and Sequencing, and as may otherwise be required in the Contract Documents.

E. Schedules:

1. Progress Schedule(s): Meet the requirements of Section 01 32 00 Progress Schedule.

2. Schedule of Operation and Maintenance Manuals: Meet requirements of Section 01 70 00 Execution and Closeout Procedures.

3. Schedule of Training GOVERNMENT instruction requirements of Section 01 70 00 Execution and Closeout Procedures.

F. Training Materials: Meet the demonstration and instruction requirements of Section 01 70 00 Execution and Closeout Procedures.

G. Submittals Required by Laws, Regulations, and Governing Agencies:

1. Submit promptly notifications, reports, certifications, payrolls, and otherwise as may be required, directly to the applicable federal, state, or local governing agency or their representative.

Page: 5 of 6

2. Transmit to ENGINEER for GOVERNMENT transmittals (include enclosures and attachments) between CONTRACTOR and governing agency.

1.6 CERTIFICATES

A. M

1. Shall be submitted when specified in individual Specification sections or where products are specified to a recognized standard or code, submit prior to shipment of product or material to the site.

2. ENGINEER may permit use of certain materials or assemblies prior to sampling and testing if accompanied by accepted certification of compliance.

3. Shall be signed by product manufacturer certifying that materials, manufacture, and product specified conforms to or exceeds specified requirements and intent for which product will be used. Submit supporting reference data, affidavits, and certifications as appropriate.

4. May reflect recent or previous test results on material or product but must be acceptable to ENGINEER.

B. Certificates of Successful Testing or Inspection: Submit when testing or inspection is required by Laws and Regulations or governing agency or specified in the individual Specification sections.

1.7 TEST REPORTS

A. Description: Submit test reports for information for limited purpose of assessing conformance with information given and design concept expressed in Contract

B. Written Test Reports of Each Test and Inspection: As a minimum, include the following:

1. Date of test and date issued, Project title and number, testing laboratory name, address, and telephone number, and name and signature of laboratory inspector.

2. Date and time of sampling or inspection and record of temperature and weather conditions.

3. Identification of product and Specification section, location of Sample, test or inspection in the Project, type of inspection or test with referenced standard or code, certified results of test.

4. Compliance with Contract Documents and identifying corrective action necessary to bring materials and equipment into compliance.

5. Provide an interpretation of test results, when requested by ENGINEER.

C. Field Samples: Provide as required by individual Specifications and as may be required by ENGINEER during progress of Work.

1.8 QUALITY CONTROL SUBMITTALS

A. Operation and Maintenance Manual: As required in Section 01 70 00 Execution and

Closeout Procedures.

B. Statements of Qualification: Evidence of qualification, certification, or registration. As required in these Contract Documents to verify qualifications of professional land surveyors, ENGINEER's, materials testing laboratories, specialty Subcontractors, trades, specialists, consultants, installers, and other professionals

C. Plans and Methods for Groundwater Control: Written report for designing, furnishing, installing, operating, maintaining, and eventual removal of groundwater control and

Page: 6 of 6 monitoring equipment and systems.

1.9 CONTRACT CLOSEOUT SUBMITTALS

A. General: In accordance with Section 01 77 00 Closeout Procedures.

GAOA Beehive Bend Take-Out 01 31 00 Project No. 223404 Coordination and Sequencing

Page: 1 of 5

SECTION 01 31 00

COORDINATION AND SEQUENCING

Coordination and project conditions Restrictions and constraints on work sequence Sequence of work Adjacent facilities and properties Partial utilization by GOVERNMENT Physical conditions Safety and Health Reference points and surveys Amending and supplementing contract documents Preconstruction meeting Progress meetings Pre-installation meetings Other meetings Post construction meeting Cutting and patching Site specific operational constraints

1.2 COORDINATION AND PROJECT CONDITIONS

Coordinate with GOVERNMENT and ENGINEER Work by GOVERNMENT and Work by Others: See Section 01 01 00 Summary of Work and the Drawings for coordination of anticipated work, if any.

C ENGINEER.

Coordinate Work with various utilities within Project limits. Notify applicable utilities prior to commencing Work, if damage occurs, or if conflicts or emergencies arise during Work. See the Drawings for contact information.

Coordinate scheduling, submittals, and Work of various sections of Project Specifications to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating any items installed later.

1.3 RESTRICTIONS AND CONSTRAINTS ON WORK SEQUENCE

In development of a schedule and work sequence by CONTRACTOR, certain critical events and constraints need to be considered.

Provide safe, continuous access to site for operations personnel.

Maintain electrical, telephone, water, gas, sanitary facilities, and other utilities within existing facilities in service. Provide temporary utilities when necessary.

Other General Constraints:

1. Provide access to the restrooms and portion of parking lot outside limits of construction fencing shown on the drawings for public vehicular and pedestrian access.

1.4 SEQUENCE OF WORK

Page: 2 of 5

Include the Milestones and sequences of Work specified herein as a part of the progress schedule required under Section 01 32 00 Progress Schedule.

Construction sequencing requirements include the following:

1. Construction Progress Schedule:

a. Prepare and submit a proposed Construction Progress Schedule for review and approval regarding compliance with the above stated requirements and the project milestones as stated in the Agreement within 10 days after the effective date established in Notice to Proceed. The approved Construction Progress Schedule shall be consistent with the Progress Schedule Submittal as specified in Section 01 32 00 Progress Schedules.

1.5 ADJACENT FACILITIES AND PROPERTIES

Examination:

1. After Effective Date of the Notice to Proceed and before Work at site is started, CONTRACTOR, ENGINEER, affected property GOVERNMENTs and utility GOVERNMENTs shall make thorough examination of pre-existing conditions including existing buildings, structures, public and private access roads, and other improvements in vicinity of Work, as applicable, which might be damaged by construction operations.

Periodic reexamination shall be jointly performed to include, but not limited to, cracks in structures, settlement, leakage, road surfaces damage and similar conditions.

2. Record observations for signature of ENGINEER and CONTRACTOR.

Documentation:

1. Submit two copies of photographs or other records documenting examination for every observation document and photograph to CONTRACTOR to be kept on file in

2. These observations and photographs are intended for use as indisputable evidence in ascertaining whether and to what extent damage occurred as a result of

GOVERNMENTs, CONTRACTOR, and GOVERNMENT.

1.6 PARTIAL UTILIZATION BY GOVERNMENT

Schedule operations for completion of portions of the Work, designated under Article Sequence of Work, herein for GOVERNMENT of the entire Work as requested by GOVERNMENT in writing.

Unless agreed in writing prior to GOVERNMENT

1.

a. Allow access for GOVERNMENT

b. Allow access for limited public use of the restrooms and parking lot area designated on the plans so that this access does not interfere with progress of Work or present safety risks.

2. GOVERNMENT

a. Assume responsibility for…