SOLICITATION NOTICE
Y -- Clamshell Boat Ramp Vault Toilet - Solicitation
- Notice Date
- 8/15/2017
- Notice Type
- Combined Synopsis/Solicitation
- NAICS
- 236220
— Commercial and Institutional Building Construction
- Contracting Office
- Department of the Army, U.S. Army Corps of Engineers, USACE District, St. Paul, Attn: CEMVP-CT, 180 East Fifth Street, St. Paul, Minnesota, 55101-1678, United States
- ZIP Code
- 55101-1678
- Solicitation Number
- W912ES17T0113
- Archive Date
- 9/8/2017
- Point of Contact
- Jesse Onkka, Phone: 6512905444, Shamron Richardson, Phone: 651-290-5415
- E-Mail Address
-
Jesse.L.Onkka@usace.army.mil, Shamron.J.Richardson@usace.army.mil
(Jesse.L.Onkka@usace.army.mil, Shamron.J.Richardson@usace.army.mil)
- Small Business Set-Aside
- Total Small Business
- Description
- Map 2 Map 1 SF-1442 DESCRIPTION/SPECS/PERFORMANCE WORK STATEMENT VAULT TOILET REPLACEMENT Clamshell Boat Launch Area 1. General: The contractor shall supply all equipment, labor and materials required to remove and dispose of two (2) existing vault toilets and replace them with one (1) new prefabricated vault toilet building at the Clamshell Boat Launch Area. See Figure 1 "Landing Map" for the work location at the US Army Corps of Engineers Clamshell Boat Launch Area, Pequot Lakes, Minnesota. All work shall comply with and conform to local, County, and State codes/laws. 2. Measurement and Payment: The payment provided for in the contract shall constitute full compensation for furnishing all materials and for performing all work under the contract in a complete and acceptable manner. The contract work shall include providing plant, equipment, tools, supplies, labor, supervision, incidental materials, quality control, environmental protection, testing and meeting safety requirements, and for performing all work required for which separate payment is not otherwise provided. Compensation for all work shown, specified, or essential to completion of the project (whether or not the specific material or operation is indicated) shall be included on the bidding schedule. Payment for each contract line item will constitute full compensation for furnishing the materials and constructing the work complete in place as specified. 2.1 Unit Prices: Payment items for the work of this contract are listed in the price schedule. The payment items provided for on the schedule embody the work, but the work descriptions provided below do not specifically discuss all incidental work required to complete the contract work. 3. Removal of Existing Vaults and Buildings: The contractor shall supply all equipment, labor and materials required to empty the vaults (including any septage) and remove the existing 2 vaults and their associated buildings/toilets in the Clamshell Boat Launch Area. See Figure 2 for the image of existing vault toilets. 3.1 Disposal: All materials shall be disposed of offsite in accordance with all required local, county and State of Minnesota disposal regulations. 4. Specifications: The contractor shall supply all equipment, labor and materials required to furnish and install a prefabricated precast concrete vault toilet building with vault. The precast prefabricated concrete toilet and vault shall be a model "Wood Duck" manufactured by HUFFCUTT Concrete, Incorporated out of Chippewa Falls, Wisconsin or equivalent (salient characteristics for lavatory equivalence are listed at the end of this document). The toilets must meet all accessibility requirements as laid out in the Architectural Barriers Act (ABA) and the vault and toilets shall be installed according to the manufactures recommendations and all local, County and State building codes. 5. Concrete Apron and sidewalk. The Contractor shall pour a 5 inch thick reinforced concrete sidewalk that is five feet wide and runs the full length of both buildings in front of the doors of the toilets. The Contractor shall install expansion material the length of the slabs between the slabs and the buildings and the slabs shall have a broom finished surface. The slab shall be sloped so that water will run off of the slab away from the building and still meet ABA requirements. The contractor shall pour a 5 inch thick reinforced concrete sidewalk that's 5 feet wide with a broom finished surface that runs the distance from the front of the apron to the roadway (approximately 30 feet). See Figure 3 "Sidewalk Plan" for further details. 6. Solar Lighting and Solar Vent Fans. The contractor is responsible for installing vent fans and new lights on the interior of the men's and women's sides as well as on the outside of the bathroom. The lighting shall be the same or equivalent of the standard photovoltaic system used by HUFFCUTT Concrete, Incorporated on "Wood Duck" vault toilet models. The contractor shall also provide and install solar vent fans and caps for each of the two vent pipes and they shall be the standard solar fan and cap used by HUFFCUTT Concrete, Incorporated on "Wood Duck" vault toilet models, or the equivalent. All electrical work shall be installed according to local, County and State electric codes. 7. Landscaping. The contractor is responsible for restoring the landscape to its pre-construction conditions. In areas where topsoil was removed, screened black dirt must be used to level and the area seeded with a perennial lawn mix so that it can be mowed. 8. Site Visit. Contractors are encouraged to visit the site prior to bidding. Contact Corrine Hodapp (651) 290-5790 or Jason Hauser (651) 290-5791 at Cross Lake Recreation Area. 9. Safety Plan. The contractor shall submit a safety plan for performing the work. The safety plan shall be in conformance with the Safety and Health Requirements Manual, US Army Corps of Engineers EM 385-1-1 (latest edition). The safety plan shall be reviewed by the Corps and discussed at the initial pre-construction meeting to be held at the work site. The "Safety Plan" shall be accepted prior to start of work. The web site for the 2014 "Safety and Health Requirements Manual", USACE EM 385-1-1 (latest edition) is http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf 10. Schedule. All work shall be completed by October 31st, 2017. 11. Work Plan. Contractor shall submit a plan that details the sequence and scheduling of the proposed work during a Monday - Friday work week. The work plan shall be submitted within 10 days of Notice to Procced. The work plan shall be discussed at the initial pre-construction meeting to be held at the Clamshell Boat Launch. The "Work Plan" shall be accepted prior to start of work. 12. Specification Sheet. The work plan and safety plan shall be submitted as noted above. Both of these items shall be submitted prior to the pre-construction meeting. Other submittals will include the specification sheets for the Vault, Toilet building, Paint Colors, Lighting and Vent fans. 13. Clean Up. Contractor shall be responsible for removal and disposal of all construction debris. Disposal of debris shall be off-site and meet all local, County and State disposal codes. 14. Coordination. All work shall be coordinated with the Contracting Officer. 15. Initial Meeting. A pre-construction meeting shall be held at Clamshell Boat Launch before commencing work. The safety plan, work plan, schedule, and coordination issues shall be discussed. The contractor shall submit the safety plan and work plan for review prior to the meeting. 16. Power. Electrical power is not available near the construction site. 17. Sanitary Facilities. Outdoor restrooms are not available on site. 18.1 Project Location: The US Army Corps of Engineers' Clamshell Boat Launch is located in Pequot Lakes, Minnesota 25 miles north of Brainerd, Minnesota off of State Highway 16 on Rutger Road in north central Minnesota. Specifications for Vault Toilet Building PART 1 - GENERAL Specifications for Vault Toilet Building 1. SCOPE A. Provide and install a prefabricated precast concrete vault toilet building. This list is not all inclusive of building requirements. Building must meet all city state and county code requirements. 1.1 MINIMUM PERFORMANCE REQUIREMENTS B. Structural 1. Building shall be designed per ASCE standard 7-05, "Minimum design loads for buildings and other structures". 2. Loading (including roof): Live Load (Ground Snow) = 60.0 psf (Pounds per Sq Foot) 3. Wind Loading: 90 M.P.H. C. Design 1. Building shall be designed to meet ABA requirements. Building's structural design will be relevant to the region and properties associated with its final placement. D. Concrete 1. Compressive strength of Concrete 5000psi at 28 days. 2. Cold Weather Concrete a. Cold weather concrete placement will be in accordance with ACI 306. b. Concrete will not be placed if ambient temperature is expected to be below 35 degrees Fahrenheit during the curing period unless heat is readily available to maintain the surface temperature of the concrete at least 45 degrees Fahrenheit. c. Materials containing frost or lumps of frozen materials will not be used. PART 2 - PRODUCTS 1. MATERIALS 1.1. Doors and Frames 1.1.1. Doors shall be 18ga galvanized metal, louvered with 16ga frames. Doors and frames shall include one coat of rust inhibitive primer and two finish coats of enamel paint. 1.2. Door Hardware 1.2.1. Aluminum drip cap. 1.2.2. Door closure. Door shall be fitted with a door closer to prevent doors being left open. Example of an acceptable door closure is a Norton CLP7500T. 1.2.3. Stainless hinges with non-removable pin. 1.2.4. ABA compliant handle and Grade 1 lockset. Function and keying to be verified with owner. 1.2.5. Sweep: Doors shall be fitted with sweeps; example of an acceptable sweep is a Reese 962C Anodized Clear Aluminum, Door Sweep with Weatherstrip Nylon Brush Insert. 1.2.6. ABA compliant threshold. 1.2.7. Metal surfaces both interior and exterior shall be covered using a high performance 100% acrylic satin enamel. Example of an acceptable product: Hallman Lindsay Duratech 100% Acrylic Satin Enamel. 1.2.8. Door shall be fitted with a kick plate the full width of the door, and at least 12" high. 1.3. Windows 1.3.1. Frames shall be constructed of uPVC for ease of maintenance and durability. Screens shall be removable and made from ¼" x ¼" security mesh covered with bug screen. 1.4. Interior Hardware 1.4.1. Lockable toilet paper dispenser shall hold at least 4 rolls of paper. 1.4.2. Toilet stalls shall be ABA compliant and are to include Grab Bars. 1.4.3. Each lavatory shall be equipped with a Stainless ABA compliant floor mounted urinal. 1.4.4. Plastic ABA Compliant toilet risers - Toilet riser flange shall be caulked at the floor using a durable, flexible sealant. 1.5. Vent Pipes 1.5.1. Vent pipes shall have a nominal pipe size of 12" with a dimension ratio of 17 and made of HDPE. The vent pipe shall extend at least 3' above the roof line. Vent pipe shall be caulked using a durable, flexible sealant around perimeter at top of floor slab. A photovoltaic vent fan shall be installed on each vent stack. 1.6. Access/Clean Out Hatch 1.6.1. Lockable access/clean out hatch shall have a 24" x 24" clear opening, made from aluminum and be rated for a 300 psf pedestrian load. Cover shall be hinged with a kickstand to prevent accidental closing. Cover shall include a slam lock with T handle for locking. 1.7. Sealers 1.7.1. Floor shall be sealed using a deep penetrating, high alkali resistant, low volatility product. 1.8. Caulks and Grout 1.8.1. All joints between precast panels shall be caulked using a durable, flexible polyurethane sealant. 1.8.2. Any weld plate panel connections shall be grouted flush with interior wall surface. 1.9. Vault 1.9.1. Vault shall be warranted against leaks for a period of 8 years, and have a total capacity of at least 3,600 gallons. 2. FINISHES 2.1. Interior 2.1.1. Smooth trowel finish. 2.2. Exterior 2.2.1. Quoter shall include exterior wall appearance options with their offer, the Corps will select one of these options and the selection shall be provided to the contractor no later than the pre-construction conference. 2.2.2. Roof shall be cedar shake in appearance. 2.3. Paint 2.3.1. Interior 2.3.1.1. Wall panels shall be primed with a water based acrylic bonding primer moisture and alkali resistant. Finish coat shall be a white 100% acrylic satin enamel. Example of an acceptable product: Hallman Lindsay Duratech 100% Acrylic Satin Enamel. 2.3.2. Exterior 2.3.2.1. Roof shall be covered with a 100% acrylic satin enamel paint. Example of an acceptable product: Hallman Lindsay Duratech 100% Acrylic Satin Enamel. Contracting Officer to determine color, color choice shall be provided to the contractor no later than the pre-construction conference. 2.3.2.2. Walls shall be covered with a concrete stain. Contracting Officer to determine color, color choice shall be provided to the contractor no later than the pre-construction conference. 2.3.2.3. Doors shall be covered using 2 coats of a 100% acrylic satin enamel. Contracting Officer to determine color. Example of an acceptable product: Hallman Lindsay Duratech 100% Acrylic Satin Enamel. Contracting Officer to determine color, color choice shall be provided to the contractor no later than the pre-construction conference. 3. Lighting 3.1 The contractor shall install a photovoltaic lighting system. The vault toilet building shall have at least three lights (one between the two entrance doors, and one inside of each bathroom,). The lights shall be controlled by a photo eye located on each light. The exterior light shall provide light levels equivalent to a 70 W, 120V, High Pressure Sodium lamp. The inside lights shall be installed so as to minimize dark areas in the lavatory and provide light levels equivalent to a LUMAPRO Mini Wall Pack, 42W, 120V light fixture. Lighting and associated photovoltaic components shall be UL listed for wet conditions. Part 3 - Execution 1. PRECAST CONCRETE VAULT TOILET BUILDING 1.1. Building manufacturer shall construct, assemble, and paint at their plant so that it may be transported to the jobsite as a finished module and placed using a crane. 2. EXCAVATION AND BACKFILL 2.1. Contractor shall provide all excavation, backfilling, and finish grading for vault toilet building. In addition contractor shall provide suitable bedding of sand or granular material for the vault. 2.2. Finished floor height shall be 4 inches above finished grade considering surrounding elevations, ADA accessibility, rain water runoff, and other site specific criteria. 2.3. Excavation for the vault shall be in accordance with the manufacturer's instructions. If no instructions are provided the excavation shall be a minimum of 1' larger than the vault at the base. Worker safety is of primary importance and proper excavation methods should be used. The bottom of the hole should be level to slightly concave in the middle so that the vault walls can adequately support the building. Proper bedding material shall be used to protect against adverse settling. Use 4" of sand or granular material overlying a firm and uniform base. The vault shall not bear on large stones or rock edges. Sites with silty soils, high water tables or other poor bearing characteristics must have specially designed bedding and bearing surfaces. Proper compaction of the underlying soils is critical to eliminate later settlement. 2.4. Backfill should be placed in uniform layers 12" thick. Backfill should be free of any stones larger than 3" in diameter or other debris.   Figure 2 Figure 3
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