Attachment 02 - WiWAVES_IFC Specs_Vol1.pdf
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- Solicitation number
- 6973GH-21-R-00001
About this file
This solicitation seeks proposals for the construction of a new WiWAVES research facility at the Mike Monroney Aeronautical Center in Oklahoma City. The project has an estimated price range of $30-40 million and will be awarded as a firm-fixed-price construction contract. Proposals are due no later than February 12, 2021. A pre-proposal teleconference will be held on February 3, and optional site visits will be held February 3-5 upon notification to the contracting officer by February 1. Questions are due by February 12 to allow for response prior to the proposal due date. The facility owner is the Civil Aerospace Medical Institute within the Department of Transportation's Federal Aviation Administration.
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Mike Monroney Aeronautical Center
CAMI WiWAVES Research Faci l i ty For Civil Aerospace Medical Institute (CAMI)
Issued for Construction - Type B
Project Manual Volume 1
Division 00 – Division 22
Contract No. 6973GH-20-C-00025
Work Order No. 2014-002117
October 16, 2020
CAMI - WiWAVES 70418001
TABLE OF CONTENTS VOLUME 1 1 - 1
Division Section Title
VOLUME 1
PROCUREMENT AND CONTRACTING DOCUMENTS GROUP
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
001010 SUMMARY
001028 MODIFICATION PROCEDURES
001210 ALLOWANCES
001250 SUBSTITUTION PROCEDURES
001251 SUBSTITUTION REQUEST FORM
001270 UNIT PRICES
001320 CONSTRUCTION PROGRESS DOCUMENTATION
001330 SUBMITTAL PROCEDURES
001331 SUBMITTAL FORM
001400 QUALITY REQUIREMENTS
001400.1 2015 – SCHEDULE OF SPECIAL INSPECTIONS
001500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
001572 STORMWATER POLLUTION PREVENTION
001590 FIELD OFFICES AND SHEDS
001600 MATERIAL AND EQUIPMENT
001650 STARTING OF SYSTEMS
001700 CONTRACT CLOSEOUT
001730 OPERATION AND MAINTENANCE DATA
001741 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
001911 GENERAL COMMISSIONING REQUIREMENTS
004111 POOL SUBCONTRACTOR PREQUALIFICATION
Facility Construction Subgroup
DIVISION 03 - CONCRETE
031000 CONCRETE FORMING AND ACCESSORIES
032000 CONCRETE REINFORCING
033000 CAST-IN-PLACE CONCRETE
034100 PRECAST STRUCTURAL CONCRETE
DIVISION 04 - MASONRY
042200 CONCRETE UNIT MASONRY
DIVISION 05 - METALS
051200 STRUCTURAL STEEL FRAMING
052100 STEEL JOIST FRAMING
053100 STEEL DECKING
054000 COLD-FORMED METAL FRAMING
055000 METAL FABRICATIONS
055113 METAL PAN STAIRS
055119 FRP GRATING STAIRS
055213 PIPE AND TUBE RAILINGS
057316 WIRE ROPE METAL RAILINGS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
060660 PLASTIC FABRICATIONS
061000 ROUGH CARPENTRY
064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
TABLE OF CONTENTS VOLUME 1 1 - 2
067413 FIBERGLASS REINFORCED GRATINGS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
071700 BENTONITE WATERPROOFING
072100 THERMAL INSULATION
074213 METAL WALL AND SOFFIT PANELS
075216 (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING
076200 SHEET METAL FLASHING AND TRIM
077200 ROOF ACCESSORIES
078413 PENETRATION FIRESTOPPING
078443 JOINT FIRESTOPPING
079200 JOINT SEALANTS
DIVISION 08 - OPENINGS
081113 HOLLOW METAL DOORS AND FRAMES
082200 FIBERGLASS REINFORCED PLASTIC FRP DOORS AND FRAMES
083113 ACCESS DOORS AND FRAMES
083323 OVERHEAD COILING DOORS
084413 ALUMINUM CURTAIN WALLS
087100 DOOR HARDWARE
088000 GLAZING
089119 FIXED LOUVERS
DIVISION 09 - FINISHES
090600 COLOR SCHEDULE
092216 NON-STRUCTURAL METAL FRAMING
092900 GYPSUM BOARD
093013 CERAMIC TILING
095113 ACOUSTICAL PANEL CEILINGS
095133 ACOUSTICAL METAL CEILINGS
096513 RESILIENT BASE AND ACCESSORIES
096516 RESILIENT SHEET FLOORING
096813 TILE CARPETING
097723 FABRIC WRAPPED PANELS
099113 EXTERIOR PAINTING
099123 INTERIOR PAINTING
DIVISION 10 - SPECIALTIES
101419 DIMENSIONAL LETTER SIGNAGE
101423 PANEL SIGNAGE
102113.19 PLASTIC TOILET COMPARTMENTS
102213 WIRE MESH PARTITIONS
102226 OPERABLE PARTITIONS ACOUSTI-SEAL ENCORE
102600 WALL AND DOOR PROTECTION
102800 TOILET, BATH, AND LAUNDRY ACCESSORIES
104413 FIRE EXTINGUISHER CABINETS
104416 FIRE EXTINGUISHERS
105126 PLASTIC LOCKERS AND BENCHES
DIVISION 12 - FURNISHINGS
122413 ROLLER WINDOW SHADES
123661.16 SOLID SURFACING COUNTERTOPS
123661.19 QUARTZ AGGLOMERATE COUNTERTOPS
126313 TILT & ROLL BLEACHERS
TABLE OF CONTENTS VOLUME 1 1 - 3
DIVISION 13 - SPECIAL CONSTRUCTION
131500 RESEARCH TANK
131510 WAVE GENERATION EQUIPMENT
131520 TESTING/TRAINING POOL
Facility Services Subgroup
DIVISION 21 – FIRE SUPRESSION
211313 WET PIPE SPRINKLER SYSTEM
DIVISION 22 - PLUMBING
220513 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT
220517 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING
220518 ESCUTCHEONS FOR PLUMBING PIPING
220519 METERS AND GAGES FOR PLUMBING PIPING
220523.12 BALL VALVES FOR PLUMBING PIPING
220523.13 BUTTERFLY VALVES FOR PLUMBING PIPING
220523.14 CHECK VALVES FOR PLUMBING PIPING
220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT
220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT
220719 PLUMBING PIPING INSULATION
221113 FACILITY WATER DISTRIBUTION PIPING
221116 DOMESTIC WATER PIPING
221119 DOMESTIC WATER PIPING SPECIALTIES
221123.21 INLINE, DOMESTIC-WATER PUMPS
221313 FACILITY SANITARY SEWER
221316 SANITARY WASTE AND VENT PIPING
221319 SANITARY WASTE PIPING SPECIALTIES
221319.13 SANITARY DRAINS
221413 FACILITY STORM DRAINAGE PIPING
221423 STORM DRAINAGE PIPING SPECIALTIES
221513 GENERAL-SERVICE COMPRESSED-AIR PIPING
221519 GENERAL-SERVICE PACKAGED AIR COMPRESSORS AND RECEIVERS
223300 ELECTRIC, DOMESTIC-WATER HEATERS
223400 FUEL-FIRED, DOMESTIC-WATER HEATERS
224213.13 COMMERCIAL WATER CLOSETS
224213.16 COMMERCIAL URINALS
224216.13 COMMERCIAL LAVATORIES
224216.16 COMMERCIAL SINKS
224223 COMMERCIAL SHOWERS
224500 EMERGENCY PLUMBING FIXTURES
224713 DRINKING FOUNTAINS
END OF TABLE OF CONTENTS
SUMMARY 001010 - 1
SECTION 001010 - SUMMARY
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Project information.
2. Work covered by Contract Documents.
3. Work under separate contracts.
4. Access to site.
5. Work restrictions.
6. Permits and Licenses
7. Schedule of Values
8. Supplemental Instructions
1.2 PROJECT INFORMATION
A. Project Identification: CAMI WiWAVES Research Facility
1. Project Location: Federal Aviation Administration, Mike Monroney Aeronautical Center, MPB-24
Building, Oklahoma City, Oklahoma, 73169
B. Owner: Civil Aerospace Medical Institute (CAMI)
1. Owner's Representative:
a. Racquel Crisp: (405) 954-2899; Racquel.Crisp@faa.gov
C. Architect: Guernsey: 5555 N. Grand Blvd, Oklahoma City, Ok 73112-5507
1. Architect’s Representative: Justin Gallas: 405-416-8123; Justin.Gallas@guernsey.us
D. Web-Based Project Software: Project software administered by Architect will be used for purposes of managing communication and documents during the construction stage.
1. See Section 013100 "Project Management and Coordination." for requirements for establishing and using web-based Project software.
1.3 WORK COVERED BY CONTRACT DOCUMENTS
A. Type of Contract:
1. Project will be constructed under a single prime contract.
B. Completion of Work: The Contractor shall be required to (a) commence Work under this contract within the designated calendar days after the date the Contractor receives the notice to proceed, (b) execute the Work diligently, and (c) complete the entire Work ready for occupancy and use.
C. Award of Contract: Review and award of this contract is anticipated to take several months. All bid amounts must be honored for 210 calendar days after the Bid Date. The anticipated Notice to Proceed will be in June 2021.
1.4 WORK UNDER SEPARATE CONTRACTS
A. General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying Work under this Contract or other contracts. Coordinate the Work of this Contract with work performed under separate contracts.
B. Concurrent Work: Owner will award separate contract(s) for the following construction operations at Project site. Those operations will be conducted simultaneously with work under this Contract.
1. Furniture.
2. Audio Visual Equipment.
mailto:Racquel.Crisp@faa.gov mailto:Justin.Gallas@guernsey.us
SUMMARY 001010 - 2
1.5 ACCESS TO SITE
A. 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.
B. Contractor will be allowed to park vehicles within the contractor staging area only.
1.6 WORK RESTRICTIONS:
A. Security Requirements: Contractor shall comply with all applicable Department of Transportation (DOT), FAA, and MMAC security directives while performing Work of this contract.
Preferred work hours are 6am to 6pm, Monday through Friday. However, the contractor will be allowed to work all shifts if necessary. Contractor must coordinate alternate work hours with Owner
B. Utility Outages and Shutdown: Coordinate with the Contracting Officer at 405-954-4574. Outages affecting FAA Operations are required to be accomplished at night, or on Saturday’s, Sunday’s or designated government holidays. Prior to any outage or shutdown, seven (7) working days notification must be made to coordinate scheduling of any Work to be performed during any hours.
C. Restricted Substances: Use of tobacco products (including vaping) and other controlled substances is not permitted.
1.7 PERMIT AND LICENSES
A. Contractor shall secure and pay for all permits, licenses, special inspections, etc. required in the execution of the Work, whether of a permanent or temporary nature.
1.8 SCHEDULE OF VALUE
A. Submit a printed schedule on Contractor's standard form or electronic media printout.
B. Submit Schedule of Values and Detailed Schedule of Values in duplicate within twenty (20) days after date established in Notice to Proceed.
C. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the major Specification Section. Identify site mobilization, bonds and insurance.
D. Include separately for each line item, a direct proportional amount of Contractor's overhead and profit.
E. Revise schedule to list approved Change Orders, with each Application for Payment.
F. Include any additional items for breakdown as requested by the FAA project manager.
1.9 SUPPLEMENTAL INSTRUCTIONS
A. Contractor shall recycle waste materials when possible and provide CAMI with documentation of quantities of materials that were recycled.
B. Owner reserves the right to occupy and to place and install equipment in completed portions of the Work, prior to Substantial Completion of the Work, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and limited occupancy shall not constitute acceptance of the total Work.
SUMMARY 001010 - 3
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
MODIFICATION PROCEDURES 001028 - 1
SECTION 001028 - MODIFICATION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. SECTION INCLUDES
1. Submittals.
2. Documentation of change in Contract Sum and Contract Time.
3. Change procedures.
4. Construction Change Directive.
5. Stipulated Sum change order.
6. Unit price change order.
7. Time and material change order.
8. Execution of change orders.
9. Correlation of Contractor submittals.
1.2 SUBMITTALS
A. Submit name of the individual authorized to receive change documents, and be responsible for informing others in Contractor's employ or Subcontractors of changes to the Work.
1.3 DOCUMENTATION OF CHANGE IN CONTRACT SUM AND CONTRACT TIME
A. Maintain detailed records of work done on a time and material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs of changes in the Work.
B. Document each quotation for a change in cost or time with sufficient data to allow evaluation of the quotation.
C. On request, provide additional data to support computations:
Quantities of products, labor, and equipment.
1. Taxes, insurance, and bonds.
2. Overhead and profit.
3. Justification for any change in Contract Time.
4. Credit for deletions from Contract, similarly documented.
D. Support each claim for additional costs, and for work done on a time and material basis, with additional information:
Origin and date of claim.
1. Dates and times work was performed, and by whom.
2. Time records and wage rates paid.
3. Invoices and receipts for products, equipment, and subcontracts, similarly documented.
1.4 CHANGE PROCEDURES
A. The Architect/Engineer will advise of minor changes in the Work not involving an adjustment to Contract Sum or Contract Time as authorized by AIA A201, 1987 Edition, Paragraph 7.4 by issuing supplemental instructions on AIA Form G710.
B. The Architect/Engineer may issue a Proposal Request which includes a detailed description of a proposed change with supplementary or revised Drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested price will be considered valid. Contractor will prepare and submit an estimate within 10 days.
C. The Contractor may propose a change by submitting a request for change to the Architect/Engineer, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the effect on the Contract Sum and Contract Time with full documentation and a statement describing the effect on Work by separate or other contractors. Document any requested substitutions in accordance with Section 01600.
MODIFICATION PROCEDURES 001028 - 2
1.5 CONSTRUCTION CHANGE DIRECTIVE
A. Architect/Engineer may issue a document, signed by the Owner, instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.
B. The document will describe changes in the Work, and will designate method of determining any change in Contract Sum/Price or Contract Time.
C. Promptly execute the change in Work.
1.6 STIPULATED SUM CHANGE ORDER
A. Based on Proposal Request and Contractor's fixed price quotation or Contractor's request for a Change Order as approved by Architect/Engineer.
1.7 UNIT PRICE CHANGE ORDER
A. For pre-determined unit prices and quantities, the Change Order will be executed on a fixed unit price basis.
B. For unit costs or quantities of units of work which are not pre-determined, execute Work under a Construction Change Directive.
C. Changes in Contract Sum or Contract Time will be computed as specified for Time and Material Change Order.
1.8 TIME AND MATERIAL CHANGE ORDER
A. Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract.
B. Architect/Engineer will determine the change allowable in Contract Sum/Price and Contract Time as provided in the Contract Documents.
C. Maintain detailed records of work done on Time and Material basis.
D. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work.
1.9 EXECUTION OF CHANGE ORDERS
A. Execution of Change Orders: Architect/Engineer will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.
1.10 CORRELATION OF CONTRACTOR SUBMITTALS
A. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum.
B. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.
C. Promptly enter changes in Project Record Documents.
PART 2 - - PRODUCTS
A. Not Used
MODIFICATION PROCEDURES 001028 - 3
PART 3 - - EXECUTION
A. Not Used
ALLOWANCES 001210 - 1
SECTION 001210 - ALLOWANCES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements governing allowances.
B. Types of allowances include the following:
1. Lump-sum allowances.
1.2 DEFINITIONS
A. Allowance: A quantity of work or dollar amount included in the Contract, established in lieu of additional requirements, used to defer selection of actual materials and equipment to a later date when direction will be provided to Contractor. If necessary, additional requirements will be issued by Change Order.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement.
3.2 PREPARATION
A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work.
3.3 SCHEDULE OF ALLOWANCES
A. Allowance No. 1: Lump-Sum Allowance: Include the sum of $59,156.00 in your Base Bid for the OCAT Contractor (SE Plumbing & Backhoe Inc.) to replace the gas line indicated on Civil Drawing C-141. This work includes all removal and patching of the surfaces affected by the OCAT Contractor’s work. If the final cost changes then a Change Order will be issued for the difference in cost.
END OF SECTION 001210
SUBSTITUTION PROCEDURES 001250 - 1
SECTION 001250 - SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for substitutions.
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 that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner.
1.3 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.
1.4 SUBSTITUTIONS
A. Contracting Officer will consider requests for Substitutions only within ten (10) days after award of Contract.
B. Substitutions may be considered when a Product becomes unavailable through no fault of the Contractor.
C. Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents.
D. A request constitutes a representation that the Contractor:
1. Has investigated proposed Product and determined that it meets or exceeds the quality level of the specified Product.
2. Will provide the same warranty for the Substitution as for the specified Product.
3. Will coordinate installation and make changes to other Work, which may be required for the Work to be complete with no additional cost to FAA.
4. Waives claims for additional costs or time extension, which may subsequently become apparent.
5. Will reimburse Contracting Officer for review or redesign services associated with re-approval by authorities.
E. Substitutions will not be considered when they are indicated or implied on shop drawing or Product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents.
F. Substitution Submittal Procedure: Submit an electronic copy 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. Use attached form at the end of this section
2. 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.
SUBSTITUTION PROCEDURES 001250 - 2
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.
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.
3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 21 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.
a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's
Supplemental Instructions for minor changes in the Work.
b. If request for substitution is not accepted, Contractor is responsible for supplying item as originally specified or an acceptable substitution without additional cost to FAA.
PART 2 - PRODUCTS (Not Used)
SUBSTITUTIONS REQUEST FORM 001601 - 1
SECTION 001601 - SUBSTITUTIONS REQUEST FORM
SUBSTITUTIONS REQUEST FORM
To: Project Manager
Specified Item:
Section Page Paragraph Description
The undersigned requests consideration of the following:
Proposed Substitution: __________________________________________
The undersigned certifies that the following paragraphs, unless modified or clarified by attachments, are correct:
1. The proposed substitution does not affect dimensions shown on the Drawings.
2. The undersigned will reimburse FAA for review or redesign services associated with re-approval by authorities.
3. The undersigned will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to FAA.
4. The proposed substitution will have no adverse affect on other trades, the construction schedule, or specified warranty requirements.
5. Maintenance and service parts will be locally available for the proposed substitution.
6. Attached data includes support items listed in Section 01600, and applicable portions of the data are clearly identified.
7. Attached data also includes a description of any revisions to the Contract Documents which the proposed substitution will require for its proper installation.
The undersigned further certifies that the function, appearance and quality of the proposed substitution are equivalent or superior to the specified item.
Submitted by:
Signature _______________________________________________________
Firm ____________________________________________________________
Address _________________________________________________________
Date ___________________________
Telephone ______________________
List of Attachments:
For Use by the
DESIGN CONSULTANT
____Accepted
____Not Accepted
____Accepted As Noted
____Received Too Late
UNIT PRICES 001270 - 1
SECTION 001270 - UNIT PRICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for unit prices.
1.2 DEFINITIONS
A. Unit price is an amount incorporated in 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.
1.3 PROCEDURES
A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit.
B. Measurement and Payment: Refer to 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 schedule contain requirements for materials described under each unit price.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
3.1 SCHEDULE OF UNIT PRICES
A. Unit Price No. 1: AFTER HOURS AND WEEKEND PROJECT CONSTRUCTION ACTIVITIES
1. Description: Normal working hours for this project are 6:00am though 6:00pm Monday through
Friday; provide hourly rates for the following trades for normal working hours and hourly rates for After Hours and Weekend work.
a. Carpenter:
b. Concrete Labor:
c. Curtainwall Installation Labor:
d. Drywall Installation:
e. Electrician:
f. Field Superintendent:
g. Flooring Installation Labor:
h. Glass and Glazing Labor:
i. Heavy Equipment Operator:
j. HVAC Installer
k. Insulated Metal Panel Installation Labor:
l. Iron worker:
m. Laborer:
n. Landscape Installation:
o. Painter
p. Plumber:
UNIT PRICES 001270 - 2
q. Roofing Installation Labor:
r. Sheet Metal Worker:
s. Structural Steel Labor:
t. Trade Foreman
u. Project Manager:
v. Underground Utility Installation:
2. Unit of Measure: Cost per hour of work.
B. Unit Price No. 2: Drilled Concrete Piers and Shafts
1. Description: Placement of concrete drilled piers, in accordance with Section 316329 "Drilled Concrete Piers and Shafts."
2. Unit of Measurement: cubic yards of concrete drilled piers in place and approved.
CONSTRUCTION PROGRESS DOCUMENTATION 001320 - 1
SECTION 001320 - CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:
1. Startup construction schedule.
2. Contractor's Construction Schedule.
3. Construction schedule updating reports.
4. Daily construction reports.
5. Material location reports.
6. Site condition reports.
7. Unusual event reports.
1.2 DEFINITIONS
A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction Project. Activities included in a construction schedule consume time and resources.
1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times.
2. Predecessor Activity: An activity that precedes another activity in the network.
3. Successor Activity: An activity that follows another activity in the network.
B. Cost Loading: The allocation of the schedule of values for completing an activity as scheduled. The sum of costs for all activities must equal the total Contract Sum.
C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project.
D. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.
E. Event: The starting or ending point of an activity.
F. Float: The measure of leeway in starting and completing an activity.
1. Float time belongs to Owner
2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.
3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.
G. Resource Loading: The allocation of manpower and equipment necessary for completing an activity as scheduled.
1.3 COORDINATION
A. Coordinate Contractor's Construction Schedule with the schedule of values, submittal schedule, progress reports, payment requests, and other required schedules and reports.
1. Secure time commitments for performing critical elements of the Work from entities involved.
2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.
1.4 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL
A. Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules.
CONSTRUCTION PROGRESS DOCUMENTATION 001320 - 2
B. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Substantial Completion.
C. Activities: Treat each floor or separate area as a separate numbered activity for each main element of the Work. Comply with the following:
1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by Architect.
2. Submittal Review Time: Include review and resubmittal times indicated in Section 013300
"Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with submittal schedule.
3. Startup and Testing Time: Include no fewer than 15 days for startup and testing.
4. Substantial Completion: Indicate completion in advance of date established for Substantial
Completion, and allow time for Architect's administrative procedures necessary for certification of Substantial Completion.
5. Punch List and Final Completion: Include not more than 45 days for completion of punch list items and final completion.
D. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.
1. Phasing: Arrange list of activities on schedule by phase.
2. Work by Owner: Include a separate activity for the furniture, AV, and security cameras
3. Owner-Furnished Products: Include a separate activity for each product. Delivery dates indicated stipulate the earliest possible delivery date.
4. Work Restrictions: Show the effect of the following items on the schedule:
a. Coordination with existing construction.
b. Limitations of continued occupancies.
c. Uninterruptible services.
d. Partial occupancy before Substantial Completion.
e. Use-of-premises restrictions.
f. Provisions for future construction.
g. Seasonal variations.
h. Environmental control.
5. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following:
a. Subcontract awards.
b. Submittals.
c. Purchases.
d. Mockups.
e. Fabrication.
f. Sample testing.
g. Deliveries.
h. Installation.
i. Tests and inspections.
j. Adjusting.
k. Curing.
l. Building flush-out.
m. Startup and placement into final use and operation.
n. Commissioning.
6. Construction Areas: Identify each major area of construction for each major portion of the Work.
Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities to provide for the following:
a. Structural completion.
b. Temporary enclosure and space conditioning.
c. Permanent space enclosure.
d. Completion of mechanical installation.
e. Completion of electrical installation.
f. Substantial Completion.
E. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Temporary enclosure and space conditioned, Substantial Completion, and final completion.
CONSTRUCTION PROGRESS DOCUMENTATION 001320 - 3
F. Contractor's Construction Schedule Updating: monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule at the beginning of each month.
1. As the Work progresses, indicate final completion percentage for each activity.
G. Recovery Schedule: When periodic update indicates the Work is 14 or more calendar days behind the current approved schedule, submit a separate recovery schedule indicating means by which Contractor intends to regain compliance with the schedule. Indicate changes to working hours, working days, crew sizes, equipment required to achieve compliance, and date by which recovery will be accomplished.
1.5 REPORTS
A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site:
1. List of subcontractors at Project site.
2. List of separate contractors at Project site.
3. Approximate count of personnel at Project site.
4. Equipment at Project site.
5. Material deliveries.
6. High and low temperatures and general weather conditions, including presence of rain or snow.
7. Testing and inspection.
8. Accidents.
9. Meetings and significant decisions.
10. Unusual events.
11. Stoppages, delays, shortages, and losses.
12. Meter readings and similar recordings.
13. Emergency procedures.
14. Orders and requests of authorities having jurisdiction.
15. Change Orders received and implemented.
16. Services connected and disconnected.
17. Equipment or system tests and startups.
18. Partial completions and occupancies.
19. Substantial Completions authorized.
1.6 Submit Progress Reports at each progress meeting along with photographs showing the progress of the work.
PART 2 - PRODUCTS (Not Used)
SUBMITTAL PROCEDURES 001330 - 1
SECTION 001330 - SUBMITTAL PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.
1.2 DEFINITIONS
A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action.
B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's responsive action. Submittals may be rejected for not complying with requirements.
1.3 ACTION SUBMITTALS
A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Architect and additional time for handling and reviewing submittals required by those corrections.
1.4 SUBMITTAL ADMINISTRATIVE REQUIREMENTS
A. Architect's Digital Data Files: Electronic copies of digital data files of the Contract Drawings can be provided by Architect for Contractor's use in preparing submittals.
1. Architect will furnish Contractor digital data drawing files as requested of the Contract Drawings for use in preparing Shop Drawings.
a. Architect makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings.
b. Contractor shall execute a data licensing agreement in the form of Agreement form acceptable to Owner and Architect.
B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.
2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.
a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.
C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.
1. Initial Review: Allow 10 business days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination.
2. Resubmittal Review: Allow 10 business days for review of each resubmittal.
3. Submit one electronic copy to Architect.
D. Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows:
1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item.
2. Name file with submittal number or other unique identifier, including revision identifier.
SUBMITTAL PROCEDURES 001330 - 2
a. File name shall use Project Name and Specification Section number followed by a decimal point and then a sequential number. Resubmittals shall include an alphabetic suffix after another decimal point.
3. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Architect.
4. Transmittal Form for Electronic Submittals: Use software-generated form from electronic project management software or electronic form acceptable to Owner, containing the following information:
a. Project name.
b. Date.
c. Name and address of Architect.
d. Name of General Contractor.
e. Name of Contractor.
f. Name of firm or entity that prepared submittal.
g. Names of subcontractor, manufacturer, and supplier.
h. Category and type of submittal.
i. Submittal purpose and description.
j. Specification Section number and title.
k. Specification paragraph number or drawing designation and generic name for each of multiple items.
l. Related physical samples submitted directly.
m. Indication of full or partial submittal.
n. Transmittal number, numbered consecutively.
o. Remarks.
E. Options: Identify options requiring selection by Architect.
F. Deviations: Identify deviations from the Contract Documents on submittals.
G. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.
1. Note date and content of previous submittal.
2. Note date and content of revision in label or title block and clearly indicate extent of revision.
3. Resubmit submittals until they are marked with approval notation from Architect's action stamp.
H. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.
I. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect's action stamp.
PART 2 - PRODUCTS
2.1 SUBMITTAL PROCEDURES
A. General Submittal Procedure Requirements:
1. Post electronic submittals as PDF electronic files directly to Architect's FTP site specifically established for Project, through General Contractor.
a. Architect, will return electronically annotated file.
2. Certificates and Certifications Submittals: Provide a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.
a. Provide a digital signature with digital certificate on electronically-submitted certificates and certifications where indicated.
b. Provide a notarized statement on original paper copy certificates and certifications where indicated.
B. Product Data: Collect information into a single submittal for each specification section.
1. If information must be specially prepared for submittal because standard published data are not suitable for use, submit as Shop Drawings, not as Product Data.
2. Mark each submittal to show which products and options are applicable.
3. Include the following information, as applicable:
SUBMITTAL PROCEDURES 001330 - 3
a. Manufacturer's catalog cuts.
b. Manufacturer's product specifications.
c. Standard color charts.
d. Statement of compliance with specified referenced standards.
e. Testing by recognized testing agency.
f. Application of testing agency labels and seals.
g. Notation of coordination requirements.
h. Availability and delivery time information.
4. For equipment, include the following in addition to the above, as applicable:
a. Wiring diagrams showing factory-installed wiring.
b. Printed performance curves.
c. Operational range diagrams.
d. Clearances required to other construction, if not indicated on accompanying Shop
Drawings.
5. Submit Product Data before or concurrent with Samples.
6. Submit Product Data in the following format:
a. PDF electronic file.
C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.
1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:
a. Identification of products.
b. Schedules.
c. Compliance with specified standards.
d. Notation of coordination requirements.
e. Notation of dimensions established by field measurement.
f. Relationship and attachment to adjoining construction clearly indicated.
g. Seal and signature of professional engineer if specified.
2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches, but no larger than 30 by 42 inches.
3. Submit Shop Drawings in the following format:
a. PDF electronic file.
D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed.
1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.
2. Identification: Attach label on unexposed side of Samples that includes the following:
a. Generic description of Sample.
b. Product name and name of manufacturer.
c. Sample source.
d. Number and title of applicable Specification Section.
3. Provide corresponding electronic submittal of Sample transmittal, digital image file illustrating Sample characteristics, and identification information for record files.
4. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.
a. Samples that may be incorporated into the Work are indicated in individual Specification
Sections. Such Samples must be in an undamaged condition at time of use.
b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor.
5. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.
a. Number of Samples: Submit 1 full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line.
Architect will return submittal with options selected.
6. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or
SUBMITTAL PROCEDURES 001330 - 4
fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.
a. Number of Samples: Submit 1 set of Samples to the Architect and keep one set at the job site. Architect will keep the one sample set and send back electronic approval and/or comments.
1) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations.
E. Coordination Drawings Submittals: Comply with requirements specified in Section 013100 "Project Management and Coordination."
F. Contractor's Construction Schedule: Comply with requirements specified in Section 013200 "Construction Progress Documentation."
G. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified in Section 017700 "Closeout Procedures."
H. Maintenance Data: Comply with requirements specified in Section 017823 "Operation and Maintenance Data."
I. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified.
J. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on AWS forms. Include names of firms and personnel certified.
K. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.
L. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required.
M. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.
N. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.
O. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.
P. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.
Q. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project.
R. Schedule of Tests and Inspections: Comply with requirements specified in Section 014000 "Quality Requirements."
SUBMITTAL PROCEDURES 001330 - 5
S. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.
T. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion.
U. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.
V. Design Data: Prepare and submit written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers.
PART 3 - EXECUTION
3.1 CONTRACTOR'S REVIEW
A. Action and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions.
Mark with approval stamp before submitting to Architect.
B. Project Closeout and Maintenance Material Submittals: See requirements in Section 017700 "Closeout Procedures."
C. 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 Documents.
3.2 ARCHITECT'S ACTION
A. General: Architect will not review submittals that do not bear Contractor's approval stamp and will return them without action.
B. Action Submittals: Architect will review each submittal, make marks to indicate corrections or revisions required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action. Action, as follows:
1. No Exceptions.
2. Furnish as Corrected.
3. Revise and Resbumit.
4. Rejected.
5. No Received.
6. No Required for Review.
C. Informational…
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