20-FS-008 SPEC_0004.pdf
PDF 1 MB Posted
- Attached to
- WI-IRON RIVER NFH-UPDATE BOILER Federal contract opportunity
- Solicitation number
- 140F0221Q0022
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Schedule_0004.pdf | ||
| 20-FS-008 DWGS_0004.pdf | ||
| Sol_140F0221Q0022_Amd_0004.pdf | ||
| Sol_140F0221Q0022_Amd_0003.pdf | ||
| IRV231 Drawings - Half Size (11x17)_0002.pdf | ||
| Sol_140F0221Q0022_Amd_0002.pdf | ||
| Sol_140F0221Q0022_Amd_0001.pdf | ||
| WD.pdf | ||
| A04.200630_IR_Boiler_Final_SPEC.pdf | ||
| A06.IRV231_Drawings.pdf | ||
| Sol_140F0221Q0022.pdf |
Show all 11
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
UNITED STA , �F THE INTERIOR
FISH 1ND�I SERVICE
MID � � .3
lnfrastruct0-re .. t Division
Station Name/ Address:
Project Name/Number:
5600 Am\rica d. W€st�uite 990 Bloo ingt N"ss437-1458
U.S.
FISH & WILDLIFE
SERVICE
IRON RIVER NATIONAL FISH HATCHERY
10325 Fairview Road, Iron River, WI 54847
HATCHERY BOILER REPLACEMENT
20-FS-008
PROJECT MANUAL
Iron River Hatchery Building Boiler Replacement
PREPARED FOR U.S. FISH AND WILDLIFE SERVICE, REGION 3
CONTRACT NO. F16PC00048
TASK ORDER NO. 140F0320F0320
LHB Project No. 200630
Project Manual
21 West Superior Street, Suite 500 Duluth, Minnesota 55802
Phone: (218) 727-8466
USFW Iron River Boiler Replacement
LHB #200630
TOC - 1
TABLE OF CONTENTS
TABLE OF CONTENTS
DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS
00 0107 SEALS PAGE
DIVISION 01 - GENERAL REQUIREMENTS
01 1000 SUMMARY OF THE WORK
01 2300 ALTERNATES
01 3100 PROJECT COORDINATION
01 3300 SUBMITTALS
01 4200 DEFINITIONS AND STANDARDS
01 6000 PRODUCT REQUIREMENTS
01 7700 PROJECT CLOSEOUT
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 7100 ROOF SPECIALTIES
07 8400 FIRESTOPPING
07 9200 JOINT SEALANTS
DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)
23 0130.51 HVAC AIR-DISTRIBUTION SYSTEM CLEANING
23 0501 HVAC GENERAL PROVISIONS
23 0519 METERS AND GAUGES FOR HVAC PIPING
23 0553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT
23 0719 HVAC PIPING INSULATION
23 1126 FACILITY LIQUEFIED-PETROLEUM GAS PIPING
23 2113 HYDRONIC PIPING
23 2114 HYDRONIC SPECIALTIES
23 2123 HYDRONIC PUMPS
23 2500 HVAC WATER TREATMENT
23 5216 CONDENSING BOILERS
DIVISION 26 - ELECTRICAL
26 0500 COMMON WORK RESULTS FOR ELECTRICAL
26 0519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES
26 0526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
26 0529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS
26 0533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS
26 0553 IDENTIFICATION FOR ELECTRICAL SYSTEMS
26 2726 WIRING DEVICES
26 2813 FUSES
26 2816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS
LHB #200630
00 0107 - 1
SEALS PAGE
SECTION 00 0107
SEALS PAGE
MECHANICAL
ELECTRICAL
END OF SECTION
DIVISION 1 SECTION 01 1000
GENERAL REQUIREMENTS SUMMARY OF THE WORK
USFW Iron River Boiler Replacement SUMMARY OF THE WORK
LHB #200630 01 1000-1
PART 1 - GENERAL
1.1 Project Title: Iron River Boiler Replacement
1.2 Work Under These Specifications
A. Contractor shall furnish materials, labor and equipment for the work described below. Measurement and payment shall be as defined below.
Boiler and associated equipment replacement as indicated in the drawings and specifications.
This work will not be measured for payment and shall be performed on a lump sum basis.
B. Bid Alternate:
Add cleaning of existing ducts, VAV & reheat coils.
Refer to Section 01 2300 and drawings for additional information
This work will not be measured for payment and shall be performed on a lump sum basis.
1.3 Location And Inspection Of Site
A. The work site is located at Iron River National Fish Hatchery near Iron River, WI. The mailing address is shown on the Solicitation, Offer, and Award (Standard Forms 1442 or, 18 block 9) as attached to this Invitation. The Station Manager may be contacted for further information at the above referenced address or by telephone at (715) 372-8510.
B. All prospective bidders/quoters, contractors, subcontractors, and related persons are encouraged to visit the site(s) of the proposed Work and to assess the location(s) and extent of the Work prior to submitting bids/quotes. Persons may inspect the site by contacting the Station Manager.
LHB #200630 01 1000-2
1.4 Specifications and Drawings for Construction
A. The successful bidder will be provided, upon request, up to 5 sets of additional full size prints of the contract drawings as necessary for execution of this contract.
These drawings will be provided at no additional cost to the successful bidder/quoter.
B. Exact location of all affected utilities will be the responsibility of the contractor. Drawings may not completely show all utilities. Site verification is required in addition to contacting any local authorities and utility companies to determine exact locations of utilities.
C. In case of difference between drawings and specifications, the specifications shall govern.
1.5 Work Not Included In This Contract
A. All items indicated "NIC" on drawings or in specifications are items not included in this contract.
B. Work in place is generally shown as "Existing" on the
Contract Drawings.
C. Work to be performed under other contracts and not included as part of this contract is generally shown as "By Others" on the Contract Drawings.
1.6 Items Provided By The Government
A. Work to be accomplished by the Government or manufactured items to be provided by the Government are generally shown as "By Government" on the Contract Drawings.
1. Unless specifically provided herein, no materials or equipment shall be furnished by the Government under this Contract.
LHB #200630 01 1000-3
1.7 Temporary Facilities
A. Maintain and restore all government roads, service areas and utilities used to pre-construction condition.
B. Toilet facilities may be used inside the existing building, but only as designated and allowed by the facility manager.
1.9 Site Access and Right of Way
A. The construction access limits on Government property will be established by the Government and the Contractor shall be responsible for complying with these limits and governing all work accordingly. All temporary access roads shall be removed following work completion unless directed otherwise by the Contracting Officer.
B. All bidders are reminded that they are responsible for contacting the local entity such as township, county, or state having jurisdiction in the project vicinity to insure bidders/quoters are aware of any requirements of the local entity. These requirements are between the entity and the bidder. Load limits and other restrictions shall be obeyed. If the Contractor proposes to cross private property, permission must be obtained from the owner to use private property or roads in the conduct of the Work.
C. Work scheduled on Saturdays, Sundays, Federal Holidays or other than normal working hours shall be approved in advance by the Government.
1.10 Safety - In addition to FAR 52.236-13 Accident Prevention
A. Contractor shall fill out and submit the “Preconstruction Safety Checklist” to the Contracting Officer (CO) prior to beginning construction.
B. The contractor shall designate a safety officer to ensure a safe work site. The safety officer shall
LHB #200630 01 1000-4
perform daily work site inspections to assure compliance with all safety regulations and standards.
C. The Contractor’s Safety Plan shall be available on-site.
The Contractor shall provide Safety Data Sheets (MSDS) for all hazardous materials brought on-site. SDS shall be made available in a conspicuous location.
D. All equipment and work activities shall comply with OSHA Regulations and all accidents incidental to work performed under this contract shall be reported in accordance with OSHA reporting requirements.
Additionally a copy of the accident report shall be provided to the Contracting Officer.
E. The contractor shall provide and install barricades, signs, or other warning devices to delineate the construction area and restrict public access to the construction site. Follow Manual of Uniform Traffic Control Devices (MUTCD).
F. Provide at least one non-freezing-type fire extinguisher in each workshop and shed used for storage of materials on the premises. Place in location readily accessible to workers.
G. Provide at least one non-freezing-type fire extinguisher of the appropriate class for each group of workers performing flammable procedures.
H. Provide and maintain a basic first aid kit for use of workers.
(a) Provide first aid supply commensurate with size of project with items necessary for first aid treatment of all injuries. The first aid supply shall include items identified on SDS (see paragraph B of this section) in applicable locations.
(b) Advise all workers of the location of first aid supplies.
LHB #200630 01 1000-5
(c) Post telephone numbers of nearest hospital or ambulance service and fire station in conspicuous location. Advise all workers of location of telephone numbers.
I. Provide necessary Personnel Protective Equipment (PPE) as identified by MSDS and OSHA regulations. Provide documentation, workers have been trained in use of PPE prior to individual use.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
(END OF SECTION 01 1000)
LHB #200630 01 2300 - 1
ALTERNATES
SECTION 01 2300
ALTERNATES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Description of Alternates.
1.02 ACCEPTANCE OF ALTERNATES
A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at GOVERNMENT's option. Accepted Alternates will be identified in the GOVERNMENT-Contractor Agreement.
1.03 SCHEDULE OF ALTERNATES
A. Alternate No. 1 - Cleaning of Ducts, VAV's & Reheat Coils:
1. Base Bid: existing ducts, VAV & reheat coils remain as existing, no cleaning required.
2. Add Alternate: clean existing ducts, VAV & Reheat Coils. Refer to drawings for extents.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
LHB #200630 01 2300 - 2
ALTERNATES
DIVISION 1 SECTION 01 3100
GENERAL REQUIREMENTS PROJECT COORDINATION
USFW Iron River Boiler Replacement PROJECT COORDINATION
LHB #200630 01 3100-1
PART 1 - GENERAL
1.1 Jobsite Administration - Superintendence, Subcontract
administration and Quality Control, is the responsibility of the Contractor.
A. Final decisions relative to items in conflict shall be made by the Contracting Officer.
B. The Government shall have the authority to temporarily suspend the Work for such time as necessary because of the failure on the part of the Contractor to perform any of the provisions of the Contract. No extension of contract performance time will be permitted until the Government determines that the deficiencies in performance, which caused the temporary suspension, have been corrected.
C. The Contractor shall have responsible superintendence on site during all project operations. Contractor shall notify Government of any changes of superintendents.
D. The Contractor shall notify the COR at least ten (10) days prior to the anticipated date of completion of all Work specified herein. Upon completion of the Work, the COR shall proceed with the final inspection which shall be completed as promptly as practicable. The time required for such inspection and for performing any corrective Work shall be included in the contract performance time.
1.2 Modification/Change Order procedures
A. In the event of the need for a Change Order, the Contractor will receive a letter requesting a price quote for proposed changes to the Contract.
B. For evaluation purposes, the Contractor's quote shall be broken down to show the costs of labor and materials for each proposed category of Work included with the change, along with the total cost for Contractor's overhead, profit, and bond for the proposed changes.
DIVISION 1 SECTION 01 3100
GENERAL REQUIREMENTS PROJECT COORDINATION
USFW Iron River Boiler Replacement PROJECT COORDINATION
LHB #200630 01 3100-2
C. All Contract time extensions required as a result of a proposed change must be justified and supported in detail at the time of the proposal.
1.3 Preconstruction Conference
A. Soon after award of the Contract and prior to commencing construction, the Contractor and any subcontractors shall attend a preconstruction conference with representatives of the Government. Timely notification of the meeting will be given to the Contractor. Time, date, and place of the conference will be determined by the Contracting Officer. Requirements pertaining to Con-tract administration, construction operations and the project schedule will be discussed. The project schedule shall be in accordance with Section 01330. The Preconstruction Safety Checklist, attached to this Section, shall be submitted for review during this conference.
1.4 Progress Meetings
A. Periodic general project meetings will be conducted with a representative of the Contractor at the project site or by telephone by the Government's representative for the purpose of coordinating, expediting, and assessing the work progress.
B. The Contractor shall provide reports of progress on the project, discuss the work schedule for the coming period and present all conflicts, discrepancies or other difficulties for resolution. A record of discussions and decisions will be prepared by the Government and distributed to those attending and others affected.
PART 3 - EXECUTION (not Applicable)
(END OF SECTION 01 3100)
PRECONSTRUCTION SAFETY CHECKLIST
PROJECT LOCATION:
PRECONSTRUCTION MEETING
DATE:
NAME AND ADDRESS OF
CO NT RACT OR :
NAME OF CONTRACTOR
SU PER INT EN DE NT /FO RE M AN
NAME OF SERVICE
CONTRACTING OFFICER:
NAM E O F C ON TR ACT OR ’S
COM PETEN T PERSO N (PER 29
CFR
PROPOSED CONSTRUCTION
STAR T D ATE:
PROJECT T ITLE: CONTRACT NUMBER:
The Fish and Wildlife Service (FWS) places safety and health as a top priority at all Service contracted construction sites (360 FW 4). The contractor has ultimate responsibility for safety during construction until final completion and acceptance of the project by FWS.
This checklist serves as an assurance tool/guide in assessing safety program preparations of the contractor, and is not all-inclusive. As tasks change and new risks and hazards are introduced, you may need to address additional safeguards and corrective measures.
The contractor and subcontractor(s) must comply with all Occupational Safety and Health Administration (OSHA) regulations applicable to the construction project, including requirements set forth w ithin solicitation provisions and contract clauses (e.g., FAR 52.236-13 “Accident Prevention” with Alternate I and Special Provisions). It is the responsibility of the contractor/subcontractor(s) to adhere to regulations found at 29 CFR 1910, 1926, and 1928. (See page 5 for Table of Contents of OSHA Construction Safety Standards.) Each contractor/subcontractor must initiate and maintain an effective safety program that provides adequate systematic policies, procedures, and practices to protect their employees from, and allow them to recognize, job-related safety and health hazards. The program must include provisions for the systematic identification, evaluation, and prevention/control of general work s ite hazards, specific job hazards, and potential hazards that may arise from foreseeable conditions, as well as providing a competent person to conduct frequent and regular inspections. The contractor must instruct each employee to recognize and avoid unsafe conditions and the regulations applicable to the work environm ent.
The contractor will address the following items prior to and/or during the Preconstruction Conference (the Contracting
Officer/Contracting Officer’s Representative will record these items):
1.
FAR 52.236-13, Accident Prevention, Alternate I and applicable safety provisions?
The contractor has read and understands his/her re spo nsibilities for compliance with contractual safety language -
NO ___YES ___
2. Has contractor prepared a Safety Plan that analyzes anticipated hazards of the project and indicates how the hazards will be controlled?
use, scaffolding, excavat
Contractor must identify specific procedures for controlling hazardous operations such as crane
NO ___ion/trenching, hot work/welding, etc,. ES ___ Y N/A
FWS Form 3-2199 05/03 Page 1 of 5
3. How will contractor/subcontractor address the four leading hazards of construction work: falls, struck by, caught in/betw nd electr ical?
4. The “Designated Competent Person” (responsible for the pro ject’s safety and health performance) is knowledgeable corrective measures?
in applicable OSHA regulations and capable of identifying existing/predictable hazards, and has the authority to prompt
YES ___ NO ___
5.
haza
Do contractor and subcon tractor em ployees know wha t to do in the event of an em erge ncy (e.g., injury, fire, accident, ESYrdous material spill, etc.) with regard to the following actions? NO
a. Notification of Departm ent, FW S Facility Manager, CO, COR, CI, etc.
b. Means of com munication with contact numbers (e.g., radio, cellular, pager, etc.).
c. Availability of first-aid/medically-trained contractor personnel with appropriate medical supplies.
d. Personnel (including subcontractors) knowledge of location for imm ediate aid (e.g., first-aid, etc.).
e. Evacuation routes, signals, and procedures are provided to all on-site personnel.
f. Safety and health information disseminated to all site personnel (e.g., contractor and subcontractor employees).
6.
(If no, skip to # 7)
a. Location and type of trailer (office or equipment).
b. Telephone hook-up.
c. Electrical hook-up.
d.
W ill a contractor/s ubc ontra ctor tra iler be broug ht on site and its hook-up/p lacem ent coord inated with COR /CI?
e. Propane used for heating?
f. Serve as first-aid station? YES
Vehicle parking arrang em ent (adequate space).
YES ___
___NO ___
NO ___
7. Is contractor aware that he/she must ensure construction area is clearly delineated and posted with appropriate warning signs (e .g., “Hard Hat Area”, “Construction Site – CLOSED”, rea C losed to Public”, etc.), and that instructional signs (e.g., designated parking area, etc.) and flagmen or barriers may be required? Yes No
Housekeeping - Is contractor/subcontractor aware that they must ensure that following acceptable housekeeping
NO
“A
8.
standards are practiced from project’s start to finish?
YES
a. Form/scrap lumber with protruding nails and all other debris shall be kept clear from work areas.
b. Combustible scrap and debris shall be removed at regular/frequent intervals.
c. Materials shall be stored with regard to their fire characteristics with effective fire protection and prevention measures used.
d. An enclosed chute shall be used whenever materials are dropped more than 20 feet to an exterior point of a building.
e. Aisles, exits, and passageways shall be kept clear and in good repair.
9.
Is contractor aware of following Environmental and Personal Controls standards? YES NO
a. Potable water provided.
b. Restroom facilities provided.
c. W ashing facility provided for employees engaged in operations involving harmful substances.
d. Intoxicating beverages, controlled substances, and/or firearms are not permitted under any circumstances on the construction site.
e. All activities in or around water bodies must be in compliance with regulations for worker safety, including personal flotation devices or buoyant work vests, lifelines, ring buoys and guardrails while working over or adjacent to water hazards, and from barges, boats, and/or launches.
FWS Form 3-2199 05/03 Page 2 of 5
10.
a. Confined Space.
b. Scaffolding.
c. Fall Protection.
d. Hazard Comm unication.
e. Lockout/Tagout.
f. Respiratory Protection.
g. First Aid.
Is contractor/subcontactor aware that following employee training considerations may need to be addressed?
YES NO
11. Contractor/subcontractor is responsible for requiring the wearing of appropriate personal protective equipment in all operations where there is an exposure to hazardous conditions or where the need is indicated for using such equipment to reduce the hazard to their employee(s). The contractor/subcontractor is also responsible for ensuring equipment may include the following: Discussed with contractor?
that personnel using protective equipment shall be trained and medically qualified to do so. Such personal protective
a. Eye and face protection (safety goggles, safety glasses, welding goggles, face shields, etc.).
b. Protective footwear (safety shoes, boots).
c. Protective gloves (leather, rubber, insulated).
d. Respirators (dust, half-face, full-face, etc.).
e. Hearing protection (ear plugs, muffs, etc.).
f. Coast Guard-approved PFD/buoyant vest.
g. Fall protection equipm ent.
12. Tools (hand, electric, pneumatic) Standards: Discussed with contractor?
a. Hand tools, power tools, and jacks are maintained in safe operating condition and used only for the purpose for which they were designed.
b. Electric power-operated tools must be either approved double-insulated, or be properly grounded (see Item
#13 “Electrical” for additional considerations).
13. Electrical Standards:
a. Ground Fault Circuit Interrupters (GFCIs) or an assured equipment-grounding conductor program must be used to protect employees from ground-fault hazards.
b. Electrical cords/insulation must be in good condition (not frayed or damaged).
c. All ground plugs must be on electrical cords, if so designed by the manufacturer.
d. W orkspace, walkways, and similar locations shall be kept clear of electrical cords.
e.
f.
All electrical extension cords must be of the three-wire type.
Contractor/subcontractor must determine need and implem ent an appropriate Lock-out/Tag-out program.
14. W ill motor vehicles, cranes, and/or heavy equipment be used? YES NO __ (If no, skip to #15)
a. Crane and derrick use must comply with applicable standards.
b. Rollover protection as required.
c. Back-up alarms or observer signals as required.
d. No crawler type vehicles are allowed on an improved road.
e. All utilities must be located prior to excavating soil.
15. Excavating and Trenching work? YES ___ NO ___ (If no, skip to #16)
a. All excavating/trenching must be in accordance with applicable safety standards.
b. All utilities must be located prior to excavating.
FWS Form 3-2199 05/03 Page 3 of 5
16. Elevated W ork? YES ___ NO ___ (If no, skip to #17) a.
Ladders and their use must conform to standards.
b. Aerial lift usage must meet applicable requirements.
c. Fall protection needs must be assessed per standards.
d. Scaffold work must conform to standards.
e. Stair design, construction, and use must meet applicable requirements.
f. Toeboards, when used to protect workers from falling objects, must be erected along the edge of the overhead walking/working surface.
g. Safety net use must comply with standards.
h. Railing must conform to standards.
17.
construction.
Contractor is aware of and understands the need to incorporate app licable requirem ents for concrete and m asonry
YES ___ NO ___ N/A ___
18. Contractor is aware of and understands the need to incorporate welding and cutting operations that com ply with etc.).
applicable safe ty requirem ents (e.g., compressed gas cylinders are protected from vehicle traffic, valve caps secured, 19.
paint
Contrac tor is aw are o f and understands the need to m anage hazard ous m aterials/waste appro priately (e.g., YES N/A
N/A ___ s, solvents, fuels, etc.) including the following: NO ___
a. Use and storage of flammable/combustible liquids.
b. Aboveground fuel storage tanks properly managed/contained.
c. Com pressed gases and cylinders managed correctly (e.g., secured and protected from damage, etc.).
d. Procedures for managing use, storage, and disposal of hazardous materials properly established.
e. Excess/waste product(s) and containers properly disposed of per environmental regulations.
f. Hazards of product use and the need for protective measures (e .g., personal protective equipment, etc.)
conveyed to employees.
g. Asbestos work conform s to applicable standards.
h. Exposure to toxic gases, vapors, fum es, dusts , and m ists managed correctly.
i. Lead, laser, and any other hazardous components managed per the applicable standard.
j. Contract employees must conduct hazardous waste operations work within the parameters of a written safety
& health plan.
20. Comments, notes, additional requirements:
The contractor has the ultimate responsibility for safety on the project site at all times until final completion and acceptance of the project.
The contractor’s signature below indicates the above information was discussed and understood.
Contractor signature: _________________________________________ Date: __________________________
Date: __________________________
Contracting Officer/Contracting Officer’s Representative
FWS Form 3-2199 05/03 Page 4 of 5
OSHA CONSTRUCTION SAFETY STANDARDS - 29 CFR 1926:
(Following standards can be accessed at http://www.osha.gov):
Subpart A (1926.1 - 1926.5) - General
Subpart B (1926.10 - 1926.16) - General Interpretations
Subpart C (1926.20 - 1926.35) - General Safety and Health Provisions
Subpart D (1926.50 - 1926.66) - Occupational Health and Environm ental Controls
Subpart E (1926.95 - 1926.107) - Personal Protective and Life Saving Equipment
Subpart F (1926.150 - 1926.155) - Fire Protection and Prevention
Subpart G (1926.200 - 1926.203) - Signs, Signals and Barricades
Subpart H (1926.250 - 1926.252) - Materials Handling, Storage, Use and Disposal
Subpart I (1926.300 - 1926.307) - Tools - Hand and Power
Subpart J (1926.350 - 1926.354) - W elding and Cutting
Subpart K (1926.400 - 1926.449) - Electrical
Subpart L (1926.450 - 1926.454) - Scaffolds
Subpart M (1926.500 - 1926.503) - Fall Protection
Subpart N (1926.550 - 1926.555) - Cranes, Derricks, Hoists, Elevators and Conveyors
Subpart O (1926. 600 - 1926.606) - Motor Vehicles, Mechanized Equipment and Marine Operations
Subpart P (1926.650 - 1926.652) - Excavations
Subpart Q ( 1926.700 - 1926.706) - Concrete and Masonry Construction
Subpart R (1926.750 - 1926.752) - Steel Erection
Subpart S (1926.800 - 1926.804) - Underground Construction, Caissons, Cofferdam s and Compressed Air
Subpart T (1926.850 - 1926.860) - Demolition
Subpart U (1926.900 - 1926.914) - Blasting and the Use of Explosives
Subpart V (1926.950 - 1926.960) - Power Transmission and Distribution
Subpart W (1926.1000-1926.1003)- Rollover Protective Structures; Overhead Protection
Subpart X (1926.1050 -1926.1060)- Stairways and Ladders
Subpart Y (1926.1071 -1926.1092)- Diving
Subpart Z (1926.1100 -1926.1152)- Toxic and Hazardous Substances
FWS Form 3-2199 05/03 Page 5 of 5
DIVISION 1 SECTION 01 3300
GENERAL REQUIREMENTS SUBMITTALS
USFW Iron River Boiler Replacement SUBMITTALS
LHB #200630 01 3300-1
PART 1 - GENERAL
1.1 General:
A. Refer to submittal register or technical specifications for all submittals required.
B. When specifically requested by the Contracting Officer
(CO), Contractor’s Officer’s Representative (COR) or the
Government’s Construction Inspector, the Contractor shall provide copies of manufacturer's written installation instructions and/or recommendations for review and approval prior to accomplishing equipment installation.
1.2 Submittal Register:
A. A submittal register, listing all items requiring submittals under this solicitation, is provided as an attachment to this document. The Contractor shall provide all required submittals to the COR within 30 days of award except for items noted otherwise on the submittal register.
B. Submittals to be in electronic (pdf) format and submitted to the Government via e-mail or other file transfer method as agreed to by the Government. The reviewed submittal will be returned to the Contractor by the same methods. Submit (4) copies of samples. (3) copies will be retained by the Government. The remaining copies will be returned to the Contractor.
C. The approval of submittals shall not relieve the
Contractor to comply with the terms and conditions of the Contract Drawings and Specifications. The
Contractor shall be responsible to determine correct dimension, design, connection, detail and satisfactory construction of all Work.
DIVISION 1 SECTION 01330
GENERAL REQUIREMENTS
SUBMITTALS
01330-2
1.3 Project Schedule: Contractor shall provide as required by
Federal Acquisition Regulation (FAR) clauses. *
1.4 Price Breakdown - Lump Sum Items: Contractor shall provide as required by FAR clauses. *
1.5 Subcontractor's List
A. Submit a list of subcontractors who will be working on the project.
1.6 Submittal of Progress Payment Certificate: Contractor shall provide as required by FAR clauses. *
1.7 Guarantees, Warranties And Certificates: Refer to Section
01770
1.8 Operating And Maintenance Instruction: Refer to Section 01770
1.9 Delivery Tickets
A. The Contractor shall submit to the Government's on site representative, one legible copy of each delivery ticket for all material delivered to the construction site.
B. The delivery ticket shall show brand name, catalog number, and number of items received.
1.10 Waste Manifests
A. The Contractor shall submit copies of all waste manifests.
B. Manifests shall state type of waste (i.e., construction debris, hazardous asbestos, etc.), location of disposal, landfill designation, EPA registration of landfill, and EPA registration for transportation of any hazardous wastes.
DIVISION 1 SECTION 01330
GENERAL REQUIREMENTS
SUBMITTALS
01330-3
* The applicable FAR clauses will be provided in full text to the resultant contractor at the pre-construction conference.
(END OF SECTION 01 3300)
SUBMITTAL REGISTER PAGE 1 of 1
DATE
SHOP DRAWINGS, EQUIPMENT DATA, AND MATERIAL SAMPLES
CONTRACT NO: CONTRACTOR: CONST. MANAGER:
PROJECT: Boiler Replacement ADDRESS:
LOCATION: Iron River NFH
SPECIFICATION DESCRIPTION DATE TRANS REVIEWED DATE ACT. ACTION DATE ACTION COMMENTS
SECTION NO. SUBMITTED NO. BY TAKEN CODE RESUBM. CODE
01 6000 Product Requirements Product Data 07 7100 Roof Specialties Product Data 07 8400 Firestopping Product Data 07 9200 Joint Sealants Product Data 23 2123 Hydronic Pumps Product Data 23 2500 HVAC Water Treatment Product Data 23 5216 Condensing Boilers Product Data
Action Codes A - Approved as Submitted D - No Action Taken - See Comments B - Approved Except As Noted - Resubmission Not Required E - Disapproved - See Comments - Resubmission Required C - Approved Except As Noted - Resubmission Required
DIVISION 1 SECTION 01 4200
GENERAL REQUIREMENTS DEFINITIONS AND STANDARDS
USFW Iron River Boiler Replacement DEFINITIONS AND STANDARDS
LHB #200630 01 4200-1
1.1 Regulatory Requirements
A. All work shall be accomplished in strict accordance with OSHA and all other regulations, codes, and laws in effect at the time the work is performed for the location where it is to be performed.
1.2 Means and Methods
A. Means and methods used in the performance of this Contract must be in accordance with all applicable Federal Acquisition Regulations in addition to OSHA regulations, 29 Code of Federal Regulations, acceptable industry practices as recognized by societies, associations, building codes, manufacturers’ specifications and any applicable state safety and health requirements.
1.3 Permits
A. All permits required to support construction activities such as road permits for oversize, overweight vehicles and equipment, bridge permits, and utility hookup permits, shall be obtained and paid for by the Contractor.
(END OF SECTION 01 4200)
LHB #200630 01 6000 - 1
PRODUCT REQUIREMENTS
SECTION 01 6000
PRODUCT REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Re-use of existing products.
B. Transportation, handling, storage and protection.
C. Product option requirements.
D. Substitution limitations.
E. Maintenance materials, including extra materials, spare parts, tools, and software.
1.02 SUBMITTALS
A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.
B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.
C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.
1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns.
PART 2 PRODUCTS
2.01 EXISTING PRODUCTS
A. Existing products, materials & construction to be reused: refer to Drawings.
B. Existing materials and equipment indicated to be removed, but not to be re-used, relocated, reinstalled, delivered to the GOVERNMENT, or otherwise indicated as to remain the property of the GOVERNMENT, become the property of the Contractor ; remove from site.
2.02 NEW PRODUCTS
A. Provide new products unless specifically required or permitted by Contract Documents.
B. Use of products having any of the following characteristics is not permitted:
1. Made outside the United States, its territories, Canada, or Mexico.
2. Made using or containing CFC's or HCFC's.
3. Containing lead, cadmium, or asbestos.
2.03 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description.
B. Products Specified by Naming One or More Manufactures: Submit a request for substitution for any manufacturer not named.
2.04 MAINTENANCE MATERIALS
A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in individual specification sections.
B. Deliver and place in location as directed; obtain receipt prior to final payment.
PART 3 EXECUTION
3.01 TRANSPORTATION AND HANDLING
A. Transport and handle products in accordance with manufacturer's instructions.
B. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged.
LHB #200630 01 6000 - 2
PRODUCT REQUIREMENTS
3.02 STORAGE AND PROTECTION
A. Store and protect products in accordance with manufacturers' instructions.
B. Store with seals and labels intact and legible.
C. Store sensitive products in weathertight, climate-controlled enclosures in an environment favorable to product.
D. Protect products from damage or deterioration due to construction operations, weather, precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and other contaminants.
E. Comply with manufacturer's warranty conditions, if any.
F. Prevent contact with material that may cause corrosion, discoloration, or staining.
DIVISION 1 SECTION 01 7700
GENERAL REQUIREMENTS PROJECT CLOSEOUT
USFW Iron River Boiler Replacement PROJECT CLOSEOUT
LHB #200630 01 7700-1
1.1 Manufacturer's Specifications
A. The installation of manufactured products and equipment, together with all associated parts, shall be in conformance with the manufacturer's recommendations, and code requirements. All installations shall be complete and ready for immediate use, and every part required for proper operation of the manufacturer's equipment shall be provided. Following the completion of the Work under this Contract, all installed equipment shall be tested for proper operation and compliance with the Contract.
1.2 Final Inspection
A. The Contractor shall request a final inspection in writing at least ten (10) days prior to the anticipated date of completion.
B. Work will not be considered ready for final inspection until all the Work has been completed and the Contractor has certified that all items are properly operating and in strict compliance with all Contract terms and conditions.
C. The Contractor or the project supervisor shall be at the job site during the final inspection.
1.3 Tests
A. Complete all tests required to prove actual operating performance of equipment and systems incorporated into the project.
B. Submit reports of all tests to the Contracting Officer prior to final payment.
C. Provide any regulatory acceptance documents in cases of cleanup.
USFW Iron River Boiler Replacement PROJECT CLOSEOUT
LHB #200630 01 7700-2
1.4 Maintenance and Operating Instructions
A. Submit in electronic format (PDF) final copies of all operating, maintenance instructions and parts lists for all equipment and systems that require adjustment, servicing, and attention for proper operation. Include all information necessary for proper operation of equipment. Use simple, non-technical language where possible. Provide all necessary diagrams and schematics required by repairmen. Any hazards likely to occur in operation of equipment shall be pointed out to avoid improper operation of any equipment that might result in damage or danger to equipment, building or personnel.
B. Final PDF of all maintenance and operating information shall be submitted in combined PDF form (single or multiple volumes as needed) as a "Manual of Operating
Instructions" with items bookmarked by sections of Work.
Include Table of Contents and index with name, address, telephone number of Contractor, subcontractor and companies or individuals providing service for equipment used.
C. Provide competent personnel to meet with the Government representative to fully explain and familiarize the
Government personnel with all equipment and its operation and maintenance.
1.5 Record Drawings:
The Contractor shall provide and maintain in proper order and in good, clean condition, at the Research Center office or at the project site, one (1) complete set of full size prints of all Drawings. On this set, with red pencil or ink, the
Contractor will neatly inscribe all changes in Work. At time of final acceptance, and prior to final payment, these corrected prints will be presented to the COR. The Contractor will note all data and changes on these record drawings in sufficient detail and clarity to provide information necessary for preparation of "as built" drawings by the
Government.
USFW Iron River Boiler Replacement PROJECT CLOSEOUT
LHB #200630 01 7700-3
1.6 Guarantees, Warranties and Certificates
A. The Contractor will submit all guarantees, warranties and certificates to the Government prior to final payment.
B. The Government requires a 100% warranty for a period of one full year after final acceptance. Items of Work found defective during the warranty period will be replaced at no cost to the Government and the warranty for that particular part of the Work shall automatically extend for one full year beyond the completion date of repairs.
C. If a manufacturer or supplier offers a guarantee in excess of the one year requirement outlined herein, then the longer guarantee period will apply for those particular items.
(END OF SECTION 01 7700)
LHB #200630 07 7100 - 1
ROOF SPECIALTIES
SECTION 07 7100
ROOF SPECIALTIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Manufactured roof specialties, including pipe boots.
1.02 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.
B. Product Data: Provide data on shape of components, materials and finishes, anchor types and locations.
C. Color chart for color selection D. Manufacturer's Installation Instructions: Indicate special procedures, fasteners, supporting members, and perimeter conditions requiring special attention.
PART 2 PRODUCTS
2.01 COMPONENTS
A. Pipe and Penetration Flashing: Flexible Pipe Flashing. Base of rounded aluminum, compatible with sheet metal roof systems, and capable of accomodating pipes sized indicated on drawings.
Between 3 inch and 5 inch.
1. Caps: EPDM or silicone
2. Color: to be selected by Government to be similar to roofing color.
3. Basis of Design
a. Pipe Master, Triangle Fastener Corporation: www.trianglefastener.com
2.02 ACCESSORIES
A. As recommended by manufacturer for installation.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing roof construction, structure and framing locations before cutting penetrations.
B. Verify existing roofing material for compatibility with new materials.
3.02 INSTALLATION
A. Install components in accordance with manufacturer's instructions.
LHB #200630 07 7100 - 2
ROOF SPECIALTIES
LHB #200630 07 8400 - 1
FIRESTOPPING
SECTION 07 8400
FIRESTOPPING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Firestopping of joints and penetrations in fire resistance rated and smoke resistant assemblies, whether indicated on drawings or not.
1.02 SUBMITTALS
A. See Sectopm 01 3300 - Submittals, for submittal procedures.
B. Product Data: Provide data on product characteristics, performance ratings, and limitations.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Firestopping Manufacturers:
1. 3M Fire Protection Products: www.3m.com/firestop/#sle.
2. Hilti, Inc: www.us.hilti.com/#sle.
3. Specified Technologies Inc: www.stifirestop.com/#sle.
4. Tremco Commercial Sealants & Waterproofing: www.tremcosealants.com/#sle.
5. Substitutions: See Section 01 6000 - Product Requirements.
2.02 MATERIALS
A. Firestopping Materials: Any materials meeting requirements.
B. Primers, Sleeves, Forms, Insulation, Packing, Stuffing, and Accessories: Provide type of materials as required for tested firestopping assembly.
2.03 FIRESTOPPING PENETRATIONS THROUGH CONCRETE AND CONCRETE MASONRY
CONSTRUCTION
A. Penetrations Through Walls By:
1. Uninsulated Metallic Pipe, Conduit, and Tubing:
a. 1 Hour Construction: UL System W-J-1067; Hilti FS-ONE MAX Intumescent Firestop
Sealant.
2. Insulated Pipes:
a. 1 Hour Construction: UL System C-AJ-5090; Hilti FS-ONE MAX Intumescent Firestop Sealant.
b. 1 Hour Construction: UL System C-AJ-5091; Hilti FS-ONE MAX Intumescent Firestop Sealant.
2.04 FIRESTOPPING PENETRATIONS THROUGH GYPSUM BOARD WALLS
A. Penetrations By:
1. Uninsulated Metallic Pipe, Conduit, and Tubing:
a. 1 Hour Construction: UL System W-L-1042; Specified Technologies Inc. WF300
Intumescent Firestop Caulk (for wood frame construction).
b. 1 Hour Construction: UL System W-L-1049; Specified Technologies Inc. SSS
Intumescent Firestop Sealant.
c. 1 Hour Construction: UL System W-L-1054; Hilti FS-ONE MAX Intumescent Firestop
Sealant.
d. 1 Hour Construction: UL System W-L-1090; Specified Technologies Inc. LC
Endothermic Firestop Sealant.
e. 1 Hour Construction: UL System W-L-1164; Hilti FS-ONE MAX Intumescent Firestop
Sealant.
f. 1 Hour Construction: UL System W-L-1222; Specified Technologies Inc. LCI
Intumescent Firestop Sealant.
2. Uninsulated Non-Metallic Pipe, Conduit, and Tubing:
LHB #200630 07 8400 - 2
FIRESTOPPING
a. 1 Hour Construction: UL System W-L-2128; Hilti FS-ONE MAX Intumescent Firestop Sealant.
b. 1 Hour Construction: UL System W-L-2237; Specified Technologies Inc. LCC Intumescent Firestop Collars.
c. 1 Hour Construction: UL System W-L-2243; Specified Technologies Inc. SSW wrap strips.
3. Electrical Cables Not In Conduit:
a. 1 Hour Construction: UL System W-L-3334; Hilti CP 653 Speed Sleeve.
b. 1 Hour Construction: UL System W-L-3350; Specified Technologies Inc. LC
Endothermic Firestop Sealant.
c. 1 Hour Construction: UL System W-L-3358; Specified Technologies Inc.
Ready-Sleeve.
4. Insulated Pipes:
a. 1 Hour Construction: UL System W-L-5014; Specified Technologies Inc. SSS Intumescent Firestop Sealant.
b. 1 Hour Construction: UL System W-L-5028; Hilti FS-ONE MAX Intumescent Firestop Sealant.
c. 1 Hour Construction: UL System W-L-5029; Hilti FS-ONE Intumescent Firestop Sealant.
d. 1 Hour Construction: UL System W-L-5121; Specified Technologies Inc. LCI Intumescent Firestop Sealant.
e. 1 Hour Construction: UL System W-L-5273; Specified Technologies Inc. LC Endothermic Firestop Sealant.
f. 1 Hour Construction: UL System W-L-5298; Specified Technologies Inc. WF300 Intumescent Firestop Caulk (for wood frame construction).
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify openings are ready to receive the work of this section.
3.02 PREPARATION
A. Clean substrate surfaces of dirt, dust, grease, oil, loose material, or other materials that could adversely affect bond of firestopping material.
B. Remove incompatible materials that could adversely affect bond.
C. Install backing materials to prevent liquid material from leakage.
3.03 INSTALLATION
A. Install materials in manner described in fire test report and in accordance with manufacturer's instructions, completely closing openings.
3.04 CLEANING
A. Clean adjacent surfaces of firestopping materials.
LHB #200630 07 9200 - 1
JOINT SEALANTS
SECTION 07 9200
JOINT SEALANTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Nonsag gunnable joint sealants.
B. Joint backings and accessories.
1.02 REFERENCE STANDARDS
A. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2018.
1.03 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data for Sealants: Submit manufacturer's technical data sheets for each product to be used, that includes the following.
1. Physical characteristics, including movement capability, VOC content, hardness, cure time, and color availability.
2. List of backing materials approved for use with the specific product.
3. Substrates that product is known to satisfactorily adhere to and with which it is compatible.
4. Substrates the product should not be used on.
PART 2 PRODUCTS
2.01 JOINT SEALANT APPLICATIONS
A. Seal joints whether indicted in drawings or not as required by penetrations required for the work.
B. Exterior Joints: Use non-sag non-staining silicone sealant, unless otherwise indicated.
C. Interior Joints: Use non-sag polyurethane sealant, unless otherwise indicated.
2.02 NONSAG JOINT SEALANTS
A. Non-Staining Silicone Sealant: ASTM C920, Grade NS, Uses M and A; not expected to withstand continuous water immersion or traffic.
1. Movement Capability: Plus and minus 25 percent, minimum.
2. Dirt Pick-Up: Reduced dirt pick-up compared to other silicone sealants.
3. Color: Match adjacent finished surfaces.
B. Polyurethane Sealant: ASTM C920, Grade NS, Uses M and A; single or multi-component; not expected to withstand continuous water immersion or traffic.
1. Movement Capability: Plus and minus 25 percent, minimum.
2. Color: Match adjacent finished surfaces.
2.03 ACCESSORIES
A. Backer Rod: Cylindrical cellular foam rod with surface that sealant will not adhere to, compatible with specific sealant used, and recommended by backing and sealant manufacturers for specific application.
B. Backing Tape: Self-adhesive polyethylene tape with surface that sealant will not adhere to and recommended by tape and sealant manufacturers for specific application.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that joints are ready to receive work.
B. Verify that backing materials are compatible with sealants.
C. Verify that backer rods are of the correct size.
3.02 INSTALLATION
A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions.
LHB #200630 07 9200 - 2
JOINT SEALANTS
B. Install bond breaker backing tape where backer rod cannot be used.
C. Install sealant free of air pockets, foreign embedded matter, ridges, and sags, and without getting sealant on adjacent surfaces.
D. Do not install sealant when ambient temperature is outside manufacturer's recommended temperature range, or will be outside that range during the entire curing period, unless manufacturer's approval is obtained and instructions are followed.
E. Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove masking tape immediately after tooling sealant surface.
LHB #200630 23 0130.51 - 1
HVAC AIR-DISTRIBUTION SYSTEM
CLEANING
SECTION 23 0130.51
HVAC AIR-DISTRIBUTION SYSTEM CLEANING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Cleaning of HVAC duct system, equipment, and related components.
1.02 DEFINITIONS
A. HVAC System: For purposes of this section, the surfaces to be cleaned include all interior surfaces of the heating, air-conditioning and ventilation system from the points where the air enters the system to the points where the air is discharged from the system, including the inside of air distribution equipment, coils, and condensate drain pans; see NADCA ACR for more details.
1.03 REFERENCE STANDARDS
A. NADCA ACR - Assessment, Cleaning and Restoration of HVAC Systems; 2013.
B. UL 181 - Standard for Factory-Made Air Ducts and Air Connectors; current edition, including all revisions.
C. UL 181A - Closure Systems for Use with Rigid Air Ducts; Current Edition, Including All
Revisions.
PART 2 PRODUCTS
2.01 TOOLS AND EQUIPMENT
A. Vacuum Devices and Other Tools: Exceptionally clean, in good working order, and sealed when brought into the facility.
B. Vacuum Devices That Exhaust Air Inside Building, Including Hand-Held and Wet Vacuums:
Equipped with HEPA filtration with 99.97 percent collection efficiency for minimum 0.3-micron size particles and DOP test number.
C. Vacuum Devices That Exhaust Air Outside Building, Including Truck- and Trailer-Mounted Types: Equipped with particulate collection including adequate filtration to contain debris removed from the HVAC system; exhausted in manner that prevents contaminant re-entry to building; compliant with applicable regulations as to outdoor environmental contamination.
PART 3 EXECUTION
3.01 PROJECT CONDITIONS
A. Comply with applicable federal, state, and local requirements.
B. Perform cleaning, inspection, and remediation in accordance with the recommendations of
NADCA "Assessment, Cleaning and Restoration of HVAC Systems" (ACR) and as specified herein.
C. Where NADCA ACR uses the terms "recommended", "highly recommended", or "ideally" in regard to a certain procedure or activity, do that unless it is clearly inapplicable to the project.
D. Obtain GOVERNMENT's approval of proposed temporary locations for large equipment.
E. Designate a decontamination area and obtain GOVERNMENT's approval.
F. If unforeseen mold or other biological contamination is encountered, notify Government immediately, identifying areas affected and extent and type of contamination.
3.02 PREPARATION
A. When cleaning work might adversely affect life safety systems, including fire and smoke detection, alarm, and control, coordinate scheduling and testing and inspection procedures with authorities having jurisdiction.
B. Ensure that electrical components that might be adversely affected by cleaning are de-energized, locked out, and protected prior to beginning work.
LHB #200630 23 0130.51 - 2
HVAC AIR-DISTRIBUTION SYSTEM
CLEANING
C. Air-Volume Control Devices: Mark the original position of dampers and other air-directional mechanical devices inside the HVAC system prior to starting cleaning.
D. Access to Concealed Spaces: Use existing service openings and make additional service openings as required to accomplish cleaning and inspection.
1. Do not cut openings in non-HVAC components without obtaining the prior approval of
GOVERNMENT.
2. Make new openings in HVAC components in accordance with NADCA Standard 05; do not compromise the structural integrity of the system.
3. Do not cut service openings into flexible duct; disconnect at ends for cleaning and inspection.
E. Ceiling Tile: Lay-in ceiling tile may be removed to gain access to HVAC systems during the cleaning process; protect tile from damage and reinstall upon…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .