Attachment_1_-_USGS_Facility_Upgrades_Specifications.pdf

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United States Geological Survey

ISSUED FOR BID

Date of Order: 7/14/2020 Order No. 140G0220f0201 Contract No. G17PC00031

USGS FACILITY UPGRADES

Upper Midwest Environmental Sciences Center (UMESC)

BY: Bailey Edward Design 35 E. Wacker Drive Suite 2800 Chicago, IL 60601 312-440-2300

BE Project No. 17025-19-03 DATE: September 21, 2021

USGS Facilities Upgrade Upper Midwest Environment Sciences Center (UMESC)

TABLE OF CONTENTS 1

USGS FACILITY UPGRADES

UPPER MIDWEST ENVIRONMENTAL SCIENCES CENTER (UMESC)

TABLE OF CONTENTS

DIVISION 1 GENERAL REQUIREMENTS

SECTION 01 10 00 SUMMARY

SECTION 01 22 00 UNIT PRICES

SECTION 01 25 00 SUBSTITUTION PROCEDURES

SECTION 01 26 00 CONTRACT MODIFICATION PROCEDURES

SECTION 01 29 00 PAYMENT PROCEDURES

SECTION 01 31 00 PROJECT MANAGEMENT AND COORDINATION

SECTION 01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION

SECTION 01 32 33 PHOTOGRAPHIC DOCUMENTATION

SECTION 01 33 00 SUBMITTAL PROCEDURES

SECTION 01 35 16 ALTERATION PROJECT PROCEDURES

SECTION 01 40 00 QUALITY REQUIREMENTS

SECTION 01 42 00 REFERENCES

SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS

SECTION 01 60 00 PRODUCT REQUIREMENTS

SECTION 01 64 00 OWNER FURNISHED ITEMS

SECTION 01 64 01 OWNER FURNISHED EQUIPMENT SCHEDULE

SECTION 01 73 00 EXECUTION

SECTION 01 73 29 CUTTING AND PATCHING

SECTION 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

SECTION 01 77 00 CLOSEOUT PROCEDURES

SECTION 01 78 23 OPERATION AND MAINTENANCE DATA

SECTION 01 78 39 PROJECT RECORD DOCUMENTS

SECTION 01 79 00 DEMONSTRATION AND TRAINING

SECTION 01 91 00 COMMISSIONING

DIVISION 2 EXISTING CONDITIONS

SECTION 02 41 19 SELECTIVE DEMOLITION

SECTION 02 82 00 ASBESTOS ABATEMENT

DIVISION 3 CONCRETE

SECTION 03 30 00 CAST-IN-PLACE CONCRETE

SECTION 03 54 16 HYDRAULIC CEMENT UNDERLAYMENT

DIVISION 4 MASONRY

SECTION 04 20 00 UNIT MASONRY

DIVISION 5 METALS

SECTION 05 31 00 STEEL DECKING

SECTION 05 40 00 COLD-FORMED METAL FRAMING

TABLE OF CONTENTS 2

SECTION 05 50 00 METAL FABRICATIONS

DIVISION 6 WOOD, PLASTICS, AND COMPOSITES

SECTION 06 10 53 MISCELLANEOUS ROUGH CARPENTRY

SECTION 06 16 00 SHEATHING

SECTION 06 41 16 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

DIVISION 7 THERMAL AND MOISTURE PROTECTION

SECTION 07 01 50.19 PREPARATION FOR REROOFING

SECTION 07 21 00 THERMAL INSULATION

SECTION 07 22 70 FALL PROTECTION DEVICES

SECTION 07 25 00 WEATHER BARRIERS

SECTION 07 42 13.16 ALUMINUM PLATE METAL WALL PANELS

SECTION 07 54 19 POLYVINYL-CHLORIDE (PVC) ROOFING

SECTION 07 62 00 SHEET METAL FLASHING AND TRIM

SECTION 07 71 00 ROOF SPECIALTIES

SECTION 07 71 29 MANUFACTURED ROOF EXPANSION JOINTS

SECTION 07 72 00 ROOF ACCESSORIES

SECTION 07 84 00 FIRESTOPPING

SECTION 07 92 00 JOINT SEALANTS

SECTION 07 95 13 EXPANSION JOINT COVER ASSEMBLIES

DIVISION 8 DOORS AND WINDOWS

SECTION 08 11 13 HOLLOW METAL DOORS AND FRAMES

SECTION 08 11 19 FLUSH WOOD DOORS

SECTION 08 31 13 ACCESS DOORS AND FRAMES

SECTION 08 32 13 HORIZONTAL SLIDING DOORS

SECTION 08 43 13 ALUMINUM-FRAMED STOREFRONTS

SECTION 08 71 00 DOOR HARDWARE

SECTION 08 80 00 GLAZING

SECTION 08 83 00 MIRRORS

DIVISION 9 FINISHES

SECTION 09 22 16 NON-STRUCTURAL METAL FRAMING

SECTION 09 29 00 GYPSUM BOARD

SECTION 09 30 13 CERAMIC TILING

SECTION 09 51 23 ACOUSTICAL TILE CEILINGS

SECTION 09 65 13 RESILIENT BASE AND ACCESSORIES

SECTION 09 65 19 RESILIENT TILE FLOORING

SECTION 09 67 23 RESINIOUS FLOORING

SECTION 09 91 23 INTERIOR PAINTING

SECTION 09 96 00 HIGH-PERFORMANCE COATINGS

DIVISION 10 SPECIALTIES

SECTION 10 11 01 VISUAL DISPLAY BOARDS

SECTION 10 14 23.16 ROOM-IDENTIFICATION PENAL SIGNAGE

SECTION 10 14 26 POST AND PANEL SIGNAGE

SECTION 10 21 13.17 PHENOLIC-CORE TOILET COMPARTMENTS

SECTION 10 21 23 CUBICLE CURTAINS AND TRACK

SECTION 10 26 00 WALL AND DOOR PROTECTION

TABLE OF CONTENTS 3

SECTION 10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES

SECTION 10 44 13 FIRE PROTECTION CABINETS

SECTION 10 44 16 FIRE EXTINGUISHERS

SECTION 10 51 13 METAL LOCKERS

DIVISION 11 EQUIPMENT

SECTION 11 40 00 FOOD SERVICE EQUIPMENT

SECTION 11 53 13 LABORATORY FUME HOODS

SECTION 11 53 23 LABORATORY PRESSURE TESTING

DIVISION 12 FURNISHINGS

SECTION 12 35 53 LABORATORY CASEWORK

SECTION 12 36 61.16 SOLID SURFACING COUNTER TOPS

SECTION 12 36 61.19 QUARTZ AGGLOMERATE COUNTER TOPS

DIVISION 13 SPECIAL CONSTRUCTION

SECTION 13 21 00 ENVIRONMENTAL ROOMS

DIVISION 21 FIRE SUPPRESSION

SECTION 21 05 17 SLEEVES AND SLEEVE SEALS FOR FIRE SUPPRESSION PIPING

SECTION 21 05 18 ESCUTCHEONS FOR FIRE-SUPPRESSION PIPING

SECTION 21 05 23 GENERAL DUTY VALVES FOR WATER BASED FIRE SUPPRESSION PIPING

SECTION 21 05 53 IDENTIFICATION FOR FIRE-SUPPRESSION PIPING AND EQUIPMENT

SECTION 21 13 16 DRY-PIPE SPRINKLER SYSTEMS

DIVISION 22 PLUMBING

SECTION 22 00 00 COMMON WORK RESULTS PLUMBING

SECTION 22 05 17 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

SECTION 22 05 18 ESCUTCHEONS FOR PLUMBING PIPING

SECTION 22 05 23.12 BALL VALVES FOR PLUMBING PIPING

SECTION 22 05 23.13 BUTTERFLY VALVES FOR PLUMBING PIPING

SECTION 22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

SECTION 22 05 53 IDENTIFICAITON FOR PLUMBING PIPING AND EQUIPMENT

SECTION 22 07 19 PLUMBING PIPING INSULATION

SECTION 22 11 16 DOMESTIC WATER PIPING

SECTION 22 13 16 SANITARY WASTE AND VENT PIPING

SECTION 22 32 00 DOMESTIC WATER FILTRATION EQUIPMENT

SECTION 22 42 13.13 WATER CLOSETS

SECTION 22 42 13.16 COMMERCIAL URINALS

SECTION 22 42 16.13 COMMERCIAL LAVATORIES

SECTION 22 42 16.16 COMMERCIAL SINKS

SECTION 22 45 00 EMERGENCY PLUMBING FIXTURES

SECTION 22 47 16 PRESSURE WATER COOLERS

SECTION 22 61 13 COMPRESSED-AIR PIPING FOR LABORATORIES

SECTION 22 63 13 GAS PIPING FOR LABORATORY FACILITIES

SECTION 22 66 00 CHEMICAL WASTE SYSTEMS FOR LABORATORIES

SECTION 22 67 00 PROCESSED WATER SYSTEMS FOR LABORATORIES

DIVISION 23 HEATING VENTILATION AND AIR CONDITIONING

SECTION 23 00 00 COMMON WORK RESULTS FOR HVAC

TABLE OF CONTENTS 4

SECTION 23 01 30.52 EXISTING HVAC AIR DISTRIBTION SYSTEM CLEANING

SECTION 23 05 13 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

SECTION 23 05 17 SLEEVES AND SLEEVE SEALS FOR HVAC PIPING

SECTION 23 05 18 ESCUTCHEONS FOR HVAC PIPING

SECTION 23 05 19 METER AND GAGES FOR HVAC PIPING

SECTION 23 05 23.13 BUTTERFLY VALVES FOR HVAC PIPING

SECTION 23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

SECTION 23 05 33 HEAT TRACING FOR HVAC PIPING

SECTION 23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

SECTION 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

SECTION 23 07 13 DUCT INSULATION

SECTION 23 07 19 HVAC PIPING INSULATION

SECTION 23 08 00 COMMISSIONING OF HVAC

SECTION 23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

SECTION 23 09 23.11 CONTROL VALVES

SECTION 23 09 23.27 TEMPERATURE INSTRUMENTS

SECTION 23 11 23 FACILITY NATURAL-GAS PIPING

SECTION 23 21 13 HYDRONIC PIPING

SECTION 23 21 16 HYDRONIC PIPING SPECIALTIES

SECTION 23 23 00 REFRIGERANT PIPING

SECTION 23 31 13 METAL DUCTS

SECTION 23 33 00 AIR DUCT ACCESSORIES

SECTION 23 33 46 FLEXIBLE DUCTS

SECTION 23 34 16 CENTRIFUGAL HVAC FANS

SECTION 23 34 23 HVAC POWER VENTILATORS

SECTION 23 36 00 AIR TERMINAL UNITS

SECTION 23 37 13.13 AIR DIFFUSERS

SECTION 23 37 13.23 REGISTERS AND GRILLES

SECTION 23 81 26 SPLIT-SYSTEM AIR-CONDITIONERS

DIVISION 26 ELECTRICAL

SECTION 26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

SECTION 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

SECTION 26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

SECTION 26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

SECTION 26 05 44 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL SYSTEMS

SECTION 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

SECTION 26 09 23 LIGHTING CONTROL DEVICES

SECTION 26 27 26 WIRING DEVICES

SECTION 26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

SECTION 26 51 19 LED INTERIOR LIGHTING

SECTION 26 52 13 EMERGENCY AND EXIT LIGHTING

DIVISION 27 COMMUNICATIONS

SECTION 27 05 26 GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS

SECTION 27 05 28 PATHWAYS FOR COMMUNICATIONS SYSTEMS

SECTION 27 05 29 HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS

SECTION 27 05 53 IDENTIFICATION FOR COMMUNICATIONS SYSTEMS

SECTION 27 15 13 COMMUNICATIONS COPPER HORIZONTAL CABLING

TABLE OF CONTENTS 5

DIVISION 28 ELECTRONIC SAFETY AND SECURITY

SECTION 28 46 21.11 ADDRESSABLE FIRE-ALARM SYSTEMS

DIVISION 31 EARTHWORK

SECTION 31 10 00 SITE CLEARING

SECTION 31 20 00 EARTH MOVING

DIVISION 32 LANDSCAPE

SECTION 32 17 23 PAVEMENT MARKINGS

SECTION 32 92 00 TURFS AND GRASSES

APPENDIX A HAZARDOUS MATERIALS ASSESSMENT (HMA)

APPENDIX B REPORT OF ROOF SYSTEM DESIGN WIND-LOAD ANALYSIS

APPENDIX C BORING LOG

APPENDIX D STRUCTURAL CALCULATIONS

APPENDIX E STRUCTURAL DEFICIENCIES ASSESSMENT REPORT

APPENDIX G RADIOACTIVITY-USE AREAS 2020 MAP

END OF TABLE OF CONTENTS

SUMMARY 01 10 00 - 1

SECTION 01 10 00 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Phased construction.

4. Work under separate contracts.

5. Access to site.

6. Coordination with occupants.

7. Work restrictions.

8. Specification and Drawing conventions.

B. Related Requirements:

1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.2 PROJECT INFORMATION

A. Project Identification: USGS Upper Midwest Environmental Sciences Center.

1. Project Location: 2630 Fanta Reed Rd., La Crosse, WI 54603

B. Owner: USGS Upper Midwest Environmental Sciences Center, 2630 Fanta Reed Rd., La Crosse, WI 54603.

C. Owner's Representative: Robert Valdez, Contract Officer, 303.236.9331.

D. Architect: Zachary Clark, Bailey Edward Design, 312.789.4002

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of the following 6 scopes of work and independently bid projects:

1. ADA UPGRADES

a. Upgrade campus, including exterior parking and walkways, to meet accessibility requirements codified under the Americans with Disabilities Act (ADA).

2. EXTERIOR STOREFRONT:

a. New storefront and insulated wall and roof systems at Segment A, B and C. Including perimeter corridor ceiling replacement at both upper and lower levels of Segment A and B.

SUMMARY 01 10 00 - 2

3. SEGMENT A

a. General lab renovation including plumbing, electrical, mechanical, casework and finishes.

To upper level A Laboratories.

4. SEGMENT B

a. General lab renovation including plumbing, electrical, mechanical, casework and finishes.

To upper level B Laboratories.

5. FUME HOOD

a. Replace existing fume hoods and exhaust fans with new fume hoods and central manifold fume hood exhaust system for Segment A and B upper and lower level laboratories.

6. PLUMBING PIPE INSULATION

a. Replace damaged or deteriorated insulation and associated piping in the Segment boiler room and upper and lower corridors serving the Segment A and B laboratory spaces. Work includes removal of abandoned piping, replace deteriorated or fouled galvanized piping with schedule 80 polyvinyl chloride (PVC) pipe, re-insulation of existing and replacement piping, and replace deteriorated or non-functional water valves.

B. Type of Contract:

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

1.4 ACCESS TO SITE

A. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

B. Use of Site: Limit use of Project site to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Driveways, Walkways, and Entrances: Keep driveways, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times.

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

C. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.

D. Owner must maintain continuous operations in building.

1.5 COORDINATION WITH OCCUPANTS

A. Full Owner Occupancy: Owner will occupy site and adjacent building(s) and spaces during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations.

Maintain existing exits unless otherwise indicated.

SUMMARY 01 10 00 - 3

1.6 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 7:30 a.m. to 4:00 p.m., Monday through Friday, unless otherwise indicated.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

1. Notify Facilities Manager not less than two days in advance of proposed utility interruptions.

2. Obtain Facility Manager’s written permission before proceeding with utility interruptions.

D. Restricted Substances: Use of tobacco products and other controlled substances within the existing building or on Project site is not permitted.

E. Contractors are cautioned to avoid profane, racial or gender based language at all times on site.

1.7 SPECIFICATION AND DRAWING CONVENTIONS

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

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 10 00

UNIT PRICES 01 22 00 - 1

SECTION 01 22 00 - UNIT PRICES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. Section includes administrative and procedural requirements for unit prices.

B. Related Requirements:

2. Section 012600 "Contract Modification Procedures" for procedures for submitting and handling Change Orders.

3. Section 014000 "Quality Requirements" for field testing by an independent testing agency.

1.3 DEFINITIONS

A. Unit price is an amount incorporated into the Agreement, applicable during the duration of the Work as a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Work required by the Contract Documents are increased or decreased.

1.4 PROCEDURES

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

B. Measurement and Payment: See individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections.

C. Owner 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 Owner's expense, by an independent surveyor acceptable to Contractor.

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

1.5 INCIDENTAL WORK ITEMS

Incidental work items shall include the following:

1. Section 012100 "Allowances" for procedures for using unit prices to adjust quantity allowances.

UNIT PRICES 01 22 00 - 2

A. In addition to all items considered incidental to the completion of other specific project tasks, unless otherwise noted, the following shall also be considered incidental but not limited to:

1. Temporary surface water control

2. Dewatering

3. Sub-grade undercutting

4. All concrete pavement repair (i.e. reinforced concrete pavement with doweling)

5. All placed and approved fast dry pavement markings

6. All excavation

7. Construction staking, layout, and surveying required to reconstruct existing topographic conditions and/or necessitated out of providing for positive drainage throughout construction

8. Pipe laying, joining and bedding

9. By-pass pumping

10. Temporary sheeting, shoring, forming and bracing

11. Protection of adjacent structures, utilities, trees, fences, and personal property

12. Removal and disposal of all pavement regardless of thickness, material type, and construction

13. Tree removal and replacement

14. Removal and replacement of existing signage

15. Landscape grading

16. Rough grading and finish grading

17. Slope dressing

18. Trenching

19. Providing staking and maintaining erosion bales

20. Surface restoration consisting of 3” topsoil, seed, fertilizer, and mulch for all areas within the project limits except for those items listed as separate line items in the Bid Schedule

21. Site clearing and grubbing

22. All mortar, concrete collars, concrete bricks and blocks

23. Final adjustment on all new structures, proposed and existing watermain appurtenances; (i.e.

monument boxes, valve boxes, curb boxes, etc.)

24. Removal and disposal of surplus and unsuitable excavated material, including concrete, aggregate, or other as directed by Engineer

25. Material handling, storage, and protection, including protection of UV sensitive materials

26. Field cutting, bending and coating repair

27. Removal, disposal, disconnection, and abandoning of all or portions of existing structures and underground utilities, unsalvageable culverts, bulkheads, plugs, fittings, valves, hydrants and other appurtenances encountered within earth excavation required for construction of items bid unless otherwise noted

28. Subbase preparation, placement and compaction

29. Curing compound as specified

30. Saw cutting of existing pavement

31. Bedding and backfilling as specified

32. Compacting

33. Providing positive drainage

34. Soil erosion and sedimentation control permit and permit fees

35. Building permit and permit fees

36. Testing costs not specified herein

37. Testing costs associated with rework

38. Gravel for temporary construction operations with discretion of Engineer

39. All repairs of adjacent utilities damaged during the work

40. Forms, steel reinforcement, full-depth sawcutting, and joint materials for all concrete work

41. Removal and disposal of concrete curb, gutter, sidewalk, ramp, and drive approach

UNIT PRICES 01 22 00 - 3

42. Installing and maintaining soil erosion and sedimentation control measures

43. Utility exploration elapsing 30 minutes or less

44. Underground marking tape

45. Geotextile fabric

46. Construction and restoration of “V-Bottom” and “Round-Bottom” ditches

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF UNIT PRICES

A. ITEM 1; GENERAL CONDITIONS (MOBILIZATION, LOCATE PRIVATE AND PUBLIC UTILITIES

PERMIT FEES, TRAFFIC CONTROL)

1. Measurement for general conditions shall be by a percentage of the unit “Lump Sum” based on project progress as estimated by the Engineer.

2. Payment shall be based on the Contract Unit Price per “Lump Sum” as provided on the Bid Schedule. The Unit Price payment shall be full compensation for all preparatory work and operations, including, but not limited to: those necessary for the movement of personnel, equipment, supplies, and all incidentals to the project site; for the establishment of the Contractor’s field offices, buildings, and other facilities necessary to undertake the work on the project; and for other work and operations which must be performed, or for expenses incurred, prior to beginning work on the various Contract items on the project site. Payment shall also include pre-construction costs, exclusive of bidding costs, which are necessary direct costs to the project and are of a general nature rather than directly attributable to other pay items under the Contract. Partial payments will be made in accordance with the Partial Payment Schedule indicated herein. Partial payments shall be made according to the value of the Contract Base Bid including the Mobilization Item. The percentage earned is exclusive of the Mobilization Item. The maximum amount for Mobilization shall be 5 percent of the Total Base Bid. The total sum of all payments for this item shall not exceed the original Contract amount bid for Mobilization, regardless of the fact that the Contractor may have, for any reason, shut down his work on the project, moved equipment away from the project and then back again, or for any additional quantities or items of work added to the contract.

Partial Payment Schedule

Percentage of Base Bid Earned

Percentage of Bid Price for Mobilization Allowed

5 50

10 75

25 100

B. ITEM 2; REMOVE AND REPLACE CONCRETE CURB AND/OR GUTTER:

1. Measurement for Remove and Replace Concrete Curb and/or Gutter shall be by the unit “Linear Foot” as measured horizontally along the edge of metal to be removed in the field by the Engineer.

UNIT PRICES 01 22 00 - 4

2. Payment shall be by the Contract Unit Price per “Linear Foot” as provided on the Bid Schedule.

The Unit Price payment shall be compensation in full for all labor, tools, equipment, and materials necessary to remove and dispose of concrete curb and place new curb in accordance with the Contract Documents, standard details, as specified herein, and at the locations shown on the Drawings or at a location identified in the field by the Engineer and shall include, but not limited to:

removal of existing curbing to existing joints or to a full depth saw cut without damage to adjacent structures or other sections of curb, new concrete and reinforcement and all incidental items needed for proper removal .

C. ITEM 3; 6” CONCRETE BARRIER CURB & GUTTER:

1. Measurement for Concrete Curb & Gutter shall be by the unit “Linear Foot” for the type of curb required, properly installed and as measured in place by the Engineer horizontally along the edge of metal.

2. Payment shall be by the Contract Unit Price per “Linear Foot” as provided on the Bid Schedule for the type of curb required. The Unit Price payment shall be compensation in full for all labor, tools, equipment, and materials required to install the concrete curbing in accordance with the standard details provided on the Drawings and the specifications provided herein and shall include:

undercutting, base course and all incidentals necessary for a complete installation.

D. ITEM 4; STRIPE HANDICAP PARKING STALLS, ACCESSIBLE ROUTE AND PROVIDE POST

MOUNTED ADA PARKING SIGNAGE:

1. Measurement for Pavement Markings shall be by the unit “Each” upon completion of this item as determined by the Engineer.

2. Payment shall be by the Unit Price per “Each” as provided on the Bid Schedule. The Unit Price payment shall be compensation in full for all labor, tools, equipment and materials necessary to install this item of construction in accordance with the Contract Documents, standard details as specified herein, and at the locations shown on the Drawings or at a location identified in the field by the Engineer and shall include, but not limited to all incidental items needed for a complete and proper installation or per manufacturer’s specifications and instructions.

E. ITEM 5; ADA CONCRETE PARKING STALLS (6-INCH THICK REINFORCED SLAB OVER 8 INCHES

MIMIMUM AGGREGATE BASE COURSE OVER A PREPARED SUBGRADE)

1. Measurement for ADA Concrete Parking Stalls shall be by the unit “Square Foot”, installed as specified, and as measured horizontally in the field by the Engineer.

2. Payment shall be by the Contract Unit Price per “Square Foot” as provided on the Bid Schedule.

The Unit Price payment shall be compensation in full for all labor, tools, equipment and materials necessary to install this item of construction in accordance with the Contract Documents, standard details, as specified herein, at the locations indicated on the Drawings or at a location identified in the field by the Engineer and shall include, but not limited to: concrete; subgrade undercutting;

base course material; and all other incidentals necessary for a complete installation.

F. ITEM 6, 6A, and 6B; CONCRETE SIDEWALK/CURB RAMP (5” THICK REINFORCED SLAB OVER 6”

MINIMUM AGGREGATE BASE COURSE):

1. Measurement for Concrete Sidewalk/Curb Ramp shall be by the unit “Square Foot” as measured horizontally in place in the field by the Engineer.

2. Payment shall be by the Contract Unit Price per “Square Foot” as provided on the Bid Schedule for the type of structure required. The Unit Price payment shall be compensation in full for all labor, UNIT PRICES 01 22 00 - 5 tools, equipment and materials necessary to install this item of construction in accordance with the Contract Documents, standard details as specified herein, at the locations indicated on the Drawings or at a location identified in the field by the Engineer and shall include, but not limited to:

concrete, subgrade undercutting, base course, and all other incidentals necessary for a complete installation.

G. ITEM 7; REMOVE AND RECONSTRUCT CONCRETE SIDEWALK (AS ADA PATH OR LANDING):

1. Measurement for Remove and Reconstruct Concrete Sidewalk shall be by the unit “Square Foot” as measured in place by the Engineer.

2. Payment shall be by the Contract Unit Price per “Square Foot” as provided on the Bid Schedule for the type of structure required. The Unit Price payment shall be compensation in full for all labor, tools, equipment and materials necessary to install this item of construction in accordance with the Contract Documents, standard details as specified herein, at the locations indicated on the Drawings or at a location identified in the field by the Engineer and shall include, but not limited to:

removal of existing concrete, concrete, subgrade undercutting, base course material, and all other incidentals necessary for a complete installation.

H. ITEM 8; REMOVE CONCRETE AND RESTORE WITH TOP SOIL SEED AND MULCH:

1. Measurement for Remove Concrete Sidewalk and Steps shall be by the unit “Square Yard” as measured horizontally in the field by the Engineer.

2. Payment shall be by the Contract Unit Price per “Square Yard” as provided on the Bid Schedule.

The Unit Price payment shall be compensation in full for all labor, tools, equipment, and materials necessary to remove and dispose of concrete sidewalk, steps, and materials necessary to remove and dispose of concrete sidewalk and at the locations shown on the Drawings or at a location identified in the field by the Engineer and shall include removal of existing concrete to existing joints or to a full depth saw cut without damage to adjacent structures or other sections of concrete sidewalk and drive approach and all incidental items needed for proper removal and restoration of the area.

I. ITEM 9; IMPORTED TRENCH BACKFILL, (CIP):

1. Measurement for Imported Trench Backfill, (CIP) shall be by the unit “Cubic Yard”, installed as specified, and as measured compacted in place (CIP) in the field by the Engineer. The volume of the trench backfill shall be calculated by multiplying the width by the depth of existing material that was removed, multiplied by the length of backfill required for proper installation. Trench Backfill shall be measured and paid for within the pipe trench between the top of the pipe bedding and the bottom of subbase.

2. Payment shall be by the Contract Unit Price per “Cubic Yard” as provided on the Bid Schedule.

The Unit Price payment shall be compensation in full for all labor, tools, equipment, and materials necessary to properly install this item of construction in accordance with the Contract Documents, standard details, as specified herein, or at locations indicated on the Drawings or at a location identified in the field by the Engineer and shall include but not limited to: removal and proper disposal of unsuitable existing material; hauling, stockpiling, placing, grading, and compacting acceptable backfill material; and all incidental items necessary for a complete installation and as directed by the Engineer. Payment for this item shall only be made if the excavated material is unsuitable for reuse (non-compactable) as backfill material and only if directed by the Engineer.

UNIT PRICES 01 22 00 - 6

This item does not apply to compactable trench excavated material used for backfill which is incidental in accordance with other provisions of the Contract Documents. This item does not apply to imported granular material used for pipe bedding and subbase which are covered under other Contract Document provisions. Trench backfill shall be a suitable and compactable material meeting the requirements of Engineered Fill material, which is excavated elsewhere on-site or obtained from an off-site pit source, and approved by the Engineer for use as backfill.

J. ITEM 10; SITE CLEARING AND RESTORATION:

1. Measurement for Site Clearing and Restoration shall be by the unit “Lump Sum”.

2. Payment shall be by the Contract Unit Price per “Lump Sum” as provided on the Bid Schedule.

The Unit Price payment shall be compensation in full for all labor, tools, equipment and materials necessary to properly complete this item of construction in accordance with the Contract Documents, standard details as specified herein, and at the locations indicated on the Drawings or at a location identified in the field by the Engineer and shall include, but not limited to: cutting, removing from the ground, and disposing of all trees, stumps, brush, roots, logs, surface debris, other vegetation, providing fill dirt to grade to existing lawn and inclusive of all incidental items necessary for completion of the prescribed item. Limits for this item of construction shall be within the limits as indicated on the Drawings. Restoration of grass by means of fill dirt, 3” topsoil, seeding and mulching shall also be included in this pay item.

K. ITEM 11; Vehicle Stop Block

1. Measurement for Vehicle Stop Block shall be by the unit “Each”, for each stop block installed and as counted in the field by the Engineer.

2. Payment shall be by the Contract Unit Price per “Each” as provided on the Bid Schedule. The Unit Price payment shall be full compensation for all labor, tools, equipment, and materials necessary to furnish and install Concrete Curb Stop with anchor pins.

L. ITEM 12; ADA Informational Signage

1. Measurement for Pavement Markings shall be by the unit “Each” upon completion of this item as determined by the Engineer.

2. Payment shall be by the Unit Price per “Each” as provided on the Bid Schedule. The Unit Price payment shall be compensation in full for all labor, tools, equipment and materials necessary to install this item of construction in accordance with the Contract Documents, standard details as specified herein, and at the locations shown on the Drawings or at a location identified in the field by the Engineer and shall include sign, post, hardware, installation, but not limited to all incidental items needed for a complete and proper installation or per manufacturer’s specifications and instructions.

END OF SECTION 01 22 00

SUBSTITUTION PROCEDURES 01 25 00 - 1

SECTION 01 25 00 - SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Requirements:

1. Section 016000 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.

1.2 DEFINITIONS

A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Owner’s Representative that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner’s Representative.

1.3 ACTION SUBMITTALS

A. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Documentation: Show compliance with requirements for substitutions and the following, as applicable:

a. Statement indicating why specified product or fabrication or installation method cannot be provided, if applicable.

b. Coordination of information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution.

c. Detailed comparison of significant qualities of proposed substitutions with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes, such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.

d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

e. Samples, where applicable or requested.

SUBSTITUTION PROCEDURES 01 25 00 - 2

f. Certificates and qualification data, where applicable or requested.

g. List of similar installations for completed projects, with project names and addresses as well as names and addresses of architects and owners.

h. Material test reports from a qualified testing agency, indicating and interpreting test results for compliance with requirements indicated.

i. Research reports evidencing compliance with building code in effect for Project, from ICC-

ES.

j. Detailed comparison of Contractor's construction schedule using proposed substitutions with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.

k. Cost information, including a proposal of change, if any, in the Contract Sum.

l. Contractor's certification that proposed substitution complies with requirements in the

Contract Documents, except as indicated in substitution request, is compatible with related materials and is appropriate for applications indicated.

m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

2. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Owner’s Representative will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.

a. Forms of Acceptance: Formal Contract Modification, Notice to Proceed in written or electronic form from Owners Representative for minor changes in the Work.

b. Use product specified if Owners Representative does not issue a decision on use of a proposed substitution within time allocated.

1.4 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.

1.5 PROCEDURES

A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.

1.6 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.

1. Conditions: Owners Representative will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Owners Representative will return requests without action, except to record noncompliance with these requirements:

SUBSTITUTION PROCEDURES 01 25 00 - 3

a. Requested substitution is consistent with the Contract Documents and will produce indicated results.

b. Substitution request is fully documented and properly submitted.

c. Requested substitution will not adversely affect Contractor's construction schedule.

d. Requested substitution has received necessary approvals of authorities having jurisdiction.

e. Requested substitution is compatible with other portions of the Work.

f. Requested substitution has been coordinated with other portions of the Work.

g. Requested substitution provides specified warranty.

h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

B. Substitutions for Convenience: Not allowed.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01 25 00

CONTRACT MODIFICATION PROCEDURES 01 26 00 - 1

SECTION 01 26 00 - CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

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

1.2 MINOR CHANGES IN THE WORK

A. Architect will issue, when directed by the Owners Representative, supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document.

1.3 PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: Architect, when directed by the Owners Representative, will issue a detailed description of proposed changes 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. Work Change Proposal Requests issued by Architect are not instructions either to stop work in progress or to execute the proposed change.

2. Within 15 after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.

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 change.

d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes 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 Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Owners Representative.

1. Include a statement outlining reasons for the change and the effect of the change on the Work.

Provide a complete description of the proposed change. Indicate the effect of the proposed change 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.

CONTRACT MODIFICATION PROCEDURES 01 26 00 - 2

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

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

5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes 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 Section 012500 "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified.

1.4 CHANGE ORDER PROCEDURES

A. On Owners Representative approval of a Work Change Proposal Request, the Owners Representative shall issue a formal modification to the Contract. Prior to issuing of the Contract documents, the Owners Representative may issue a Notice to Proceed to the Contractor in written or electronic form.

1.5 CONSTRUCTION CHANGE DIRECTIVE

A. Construction Change Directive: Architect may issue a Construction Change Directive on AIA Document G714. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

1. Construction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive.

1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.

1.6 WORK CHANGE DIRECTIVE

A. Work Change Directive: The Owners Representative, may issue a Notice to Proceed with work changes in either written or electronic form. Notice to Proceed instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

1. Work Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the Notice to Proceed.

1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.

CONTRACT MODIFICATION PROCEDURES 01 26 00 - 3

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01 26 00

PAYMENT PROCEDURES 01 29 00 - 1

SECTION 01 29 00 - PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements necessary to prepare and process Applications for Payment.

1.2 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's construction schedule.

1. Coordinate line items in the schedule of values with items required to be indicated as separate activities in Contractor's construction schedule.

2. Submit the schedule of values to Architect at earliest possible date, but no later than seven days before the date scheduled for submittal of initial Applications for Payment.

B. Format and Content: Use 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. Arrange schedule of values consistent with format of AIA Document G703.

2. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of

Applications for Payment and progress reports. Provide multiple line items for principal subcontract amounts in excess of five percent of the Contract Sum.

3. 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.

a. Differentiate between items stored on-site and items stored off-site.

4. Allowances: Provide a separate line item in the schedule of values for each allowance. Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied by measured quantity.

Use information indicated in the Contract Documents to determine quantities.

5. Overhead Costs: Include total cost and proportionate share of general overhead and profit for each line item.

6. Overhead Costs: Show cost of temporary facilities and other major cost items that are not direct cost of actual work-in-place as separate line items.

7. Closeout Costs. Include separate line items under Contractor and principal subcontracts for Project closeout requirements in an amount totaling five percent of the Contract Sum and subcontract amount.

8. Schedule of Values Revisions: Revise the schedule of values when Change Orders or Construction Change Directives result in a change in the Contract Sum. Include at least one separate line item for each Change Order and Construction Change Directive.

PAYMENT PROCEDURES 01 29 00 - 2

1.3 APPLICATIONS FOR PAYMENT

A. Each Application for Payment following the initial Application for Payment shall be consistent with previous applications and payments as certified by Architect and approved for processing by the Owners Representative.

B. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction work covered by each Application for Payment is the period indicated in the Agreement.

C. Payment Application Times: Submit Application for Payment to Architect by the seventh of the month. The period covered by each Application for Payment is one month, ending on the last day of the preceding month.

1. Submit draft copy of Application for Payment seven days prior to due date for review by the Owners Representative.

D. Application for Payment Forms: Use AIA Document G702 and AIA Document G703 as form for Applications for Payment.

E. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Owners Representative will return incomplete applications without action.

1. Entries shall match data on the schedule of values and Contractor's construction schedule. Use updated schedules if revisions were made.

2. Include amounts for work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for work completed at time of Application for Payment.

3. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application.

F. Transmittal: Submit three signed and notarized original copies of each Application for Payment to Owners Representative by a method ensuring receipt. One copy shall include waivers of lien and similar attachments if required.

1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application.

G. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from entities lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered by the payment.

1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item.

2. When an application shows completion of an item, submit conditional final or full waivers.

3. Owner reserves the right to designate which entities involved in the Work must submit waivers.

4. Submit final Application for Payment with or preceded by conditional final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien.

5. Waiver Forms: Submit executed waivers of lien on forms acceptable to Owner.

PAYMENT PROCEDURES 01 29 00 - 3

H. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:

1. List of subcontractors.

2. Schedule of values.

3. Contractor's construction schedule (preliminary if not final).

4. Products list (preliminary if not final).

5. Sustainable design action plans, including preliminary project materials cost data.

6. Schedule of unit prices.

7. Submittal schedule (preliminary if not final).

8. List of Contractor's staff assignments.

9. List of Contractor's principal consultants.

10. Copies of building permits.

11. Copies of authorizations and licenses from authorities having jurisdiction for performance of the

Work.

12. Initial progress report.

13. Report of preconstruction conference.

14. Certificates of insurance and insurance policies.

15. Performance and payment bonds.

16. Data needed to acquire Owner's insurance.

I. Application for Payment at Substantial Completion: After Architect issues the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete.

1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.

2. This application shall reflect Certificate(s) of Substantial Completion issued previously for Owner occupancy of designated portions of the Work.

J. Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:

1. Evidence of completion of Project closeout requirements.

2. Insurance certificates for products and completed…