Attach 22 Seed Project Design Requirements - Revision 2 - 18 Nov 2020.xlsx
XLSX spreadsheet 17 KB Posted
- Attached to
- Multiple Award Construction Contract (MACC) Federal contract opportunity
- Solicitation number
- FA469020R0005
About this file
This solicitation is for multiple award construction contracts (MACC) at Ellsworth Air Force Base, South Dakota. The Air Force seeks to award five indefinite delivery indefinite quantity construction contracts for facilities work including carpentry, roofing, excavation, electrical, plumbing, sheet metal, painting, demolition, concrete, masonry, welding, HVAC, and asbestos removal. The base period is five years with five one-year options for a total of ten years. The minimum value is $1,000 and maximum is $95 million across all contracts. This is a 100% small business set-aside for service-disabled veteran-owned, women-owned, and HUBZone businesses with a NAICS code of 237990 and size standard of $39.5 million. Responses are due through the Beta SAM system by January 15, 2020.
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Sheet1
DESIGN REQUIREMENTS
Revision 2 18 Nov 2020
| No. | Description | Source | Para | Proposal Location | |
| Does the Proposal Include the Following Design Elements: | |||||
| 1 | See Appendix A for general location of new wash rack. | SOW | 2.3.1 | ||
| 2 | Pre-engineered style building. | SOW | 2.3.2 | ||
| 3 | Coating to protect structural steel members and fasters from corrosion due to high | ||||
| moisture inside the wash bay. | SOW | 2.3.3 | |||
| 4 | Minimum 72’ x 25’ building area. | SOW | 2.3.4 | ||
| 5 | Minimum 72’ x 18’ bay area for washing. | SOW | 2.3.5 | ||
| 6 | Minimum 16’ height clearance from floor in washing area. | SOW | 2.3.6 | ||
| 7 | Minimum 4’ deep foundation walls with spread footings on select SDOT-grade fill. (Foundation design to be dependent on soil testing found during the investigative phase after award of the contract detailed below in Section 3.1 and 3.2. Contractor proposals for MACC source selection shall only be technically evaluated on 4’ deep foundations on spread footings detailed above.) | SOW | 2.3.7 | ||
| 8 | Ribbed metal roof. Medium bronze color. | SOW | 2.3.8 | ||
| 9 | Roof pitch 3:12. | SOW | 2.3.9 | ||
| 10 | 24” overhang roof eaves with metal soffit. | SOW | 2.3.10 | ||
| 11 | Gutters and open faced downspouts adequately sized and anchored to the building. Provide splash blocks for downspouts to empty to. | SOW | 2.3.11 | ||
| 12 | Snow guards mechanically attached to metal roof ribs. | SOW | 2.3.12 | ||
| 13 | Exterior compatible with surrounding facilities. | SOW | 2.3.13 | ||
| 14 | 8”x8”x16” Concrete masonry unit wainscot for the first 48” of exterior walls. | SOW | 2.3.14 | ||
| 15 | Ribbed metal sheeting exterior walls on top of CMU wainscot. 24 gauge steel and light tan color. | SOW | 2.3.15 | ||
| 16 | Insulated R19 walls and R30 roof minimum. Fiberglass insulation, batt or blow in, will not be accepted. Rigid insulation or spray in foam insulation is preferred. | SOW | 2.3.16 | ||
| 17 | Interior water proof panels to protect walls and ceiling from water spray. | SOW | 2.3.17 | ||
| 18 | Two (2) 14’ wide by 16’ tall, coiling, metal, insulated, powered garage doors. | SOW | 2.3.18 | ||
| 19 | Coiling garage doors to be installed on the interior of the wash rack. | SOW | 2.3.19 | ||
| 20 | 4” Concrete bollards protecting garage door entrances. Provide at both entrance and exit doors. Painted to match exterior door colors. | SOW | 2.3.20 | ||
| 21 | Weather stripping around garage doors. | SOW | 2.3.21 | ||
| 22 | Two (2) exterior metal doors to allow for personnel entry in wash rack near roll up garage doors. | SOW | 2.3.22 | ||
| 23 | Best Lock 7 pin cylinders and cores for all doors. | SOW | 2.3.23 | ||
| 24 | Concrete stoop by personnel doors | SOW | 2.3.24 | ||
| 25 | Sloped 6” reinforced concrete slab on grade floor. | SOW | 2.3.25 | ||
| 26 | Provide epoxy floor coating with embedded grit for slip resistance on top of concrete floor. Contractor shall use Tennant Co. Eco-HTS 100™ or equal for the top coat and Eco-Crete SF/B™ or equal for the overlay coat. | SOW | 2.3.26 | ||
| 27 | Trench drain for washing area and connected to sanitary sewer. | SOW | 2.3.27 | ||
| 28 | Grit interceptor to protect lift station pumps and preferably located on the interior of the wash rack. | SOW | 2.3.28 | ||
| 29 | Exhaust fan for wash area near roof level with start/stop switch in wash area. | SOW | 2.3.29 | ||
| 30 | Indirect gas fired heating unit to prevent freezing in wash rack. Interlocked with exhaust fan. Heater shall be sized to maintain 65 degrees in the wash rack. | SOW | 2.3.30 | ||
| 31 | Local controls for exhaust fan in wash area. | SOW | 2.3.31 | ||
| 32 | Ensure ease of access to heating unit for maintenance personnel. | SOW | 2.3.32 | ||
| 33 | Outdoor air intake for heating unit shall be protected from the prevailing northwest wind. Locate outdoor air intake preferably pointing south. | SOW | 2.3.33 | ||
| 34 | Heat to be supplied near floor level. Prevent water from pooling in supply air diffusers. | SOW | 2.3.34 | ||
| 35 | Tie into base EMCS (Honeywell). Provide monitoring and control for room temperature including low temperature alarm. Also provide controls for gas heater. | SOW | 2.3.35 | ||
| 36 | Back flow preventer for water service. | SOW | 2.3.36 | ||
| 37 | Hose bibs for connection to pressure washers, detergent mixer, and other washing equipment. | SOW | 2.3.37 | ||
| 38 | Provide exhaust vent, gas, water, combustion air, and electricity for self-contained hot water pressure washer. See section II. D. for pressure washer. | SOW | 2.3.38 | ||
| 39 | Small mechanical room for heating unit, electrical panel, water service entrance, space for a 55 gallon detergent tank, and pressure washer equipment. | SOW | 2.3.40 | ||
| 40 | Interior and exterior access to mechanical room. | SOW | 2.3.41 | ||
| 41 | Penetrations through mechanical room for pressure washer hoses. | SOW | 2.3.42 | ||
| 42 | Provide building grounding system. | SOW | 2.3.43 | ||
| 43 | Lightning protection system at recommendation of Designer of Record based on risk assessment analysis. | SOW | 2.3.44 | ||
| 44 | Provide electrical outlets in wash rack for equipment. Include a minimum of 4 120v courtesy receptacles around the perimeter of the wash bay. Provide outlets rated for use in wash racks and near water. Provide covers for outlets not in use to better protect against water spray. Electrical equipment in the wash bay requires NEMA 4 ratings. | SOW | 2.3.45 | ||
| 45 | Adequate LED lighting illuminating exterior entrances. | SOW | 2.3.46 | ||
| 46 | Adequate LED interior lighting illuminating entire building. | SOW | 2.3.47 | ||
| 47 | Gas utility meter. Meter shall be a Dresser Roots meter. | SOW | 2.3.48 | ||
| 48 | Shutoff for gas service. | SOW | 2.3.49 | ||
| 49 | Water utility meter. Meter shall be Badger dial type flow through meter. | SOW | 2.3.50 | ||
| 50 | Curb stop for water service. | SOW | 2.3.51 | ||
| 51 | Dedicated electrical utility meter for the wash rack. Meter shall be Itron Centron appropriately sized for building. | SOW | 2.3.52 | ||
| 52 | All meters shall tie into the base automated reading system and be pulse capable. | SOW | 2.3.53 | ||
| 53 | All site work as to provide proper drainage. | SOW | 2.3.54 | ||
| 54 | Minimum 6” concrete roadways on min 6” aggregate base course and 8” min depth scarified and re-compacted subgrade entering and leaving wash rack. Roadway design to be dependent on soil testing and site conditions found during the investigative phase after award detailed below in Section 3.1 and 3.2. | SOW | 2.3.55 | ||
| 55 | New concrete roadways dowelled to existing roadways | SOW | 2.3.56 | ||
| 56 | Allow for tandem MHU-110 trailers to access and leave wash rack. Turning radius of tandem MHU-110 trailers is 45 degrees. | SOW | 2.3.57 | ||
| 57 | Prior to and during construction the contractor shall have an erosion control plan in place. | SOW | 2.3.58 | ||
| 58 | Contractor shall provide seeding, fertilizing, mulching, importing and placing of 3” topsoil on all grassed areas disturbed by construction. | SOW | 2.3.59 | ||
| 59 | A vehicle tracking control or stabilized rock construction entrance shall be constructed for vehicles entering the work site. | SOW | 2.3.60 | ||
| 60 | Due to the proximity and operations near the airfield the contractor shall actively control Foreign Object Debris (FOD) during the entirety of construction. The contractor shall be responsible for keeping Tyndall Road and all access roads free of FOD from the construction area. | SOW | 2.3.61 | ||
| 61 | During construction the contractor shall at a minimum provide concrete tests and soil compaction tests as recommended by the Designer of Record. | SOW | 2.3.62 | ||
| Does the Proposal Include the Following FFE Items: | |||||
| 62 | Aaladin Series 71-530 heated power washer or equal. See Appendix C for pressure washer required salient features. | SOW | 2.4.1 | ||
| 63 | Remote control for pressure washer centrally located in wash area. | SOW | 2.4.2 | ||
| 64 | Provide 2 pressure washer wands/guns for simultaneous use. | SOW | 2.4.3 | ||
| 65 | Provide hoses for pressure washer capable of reaching entire wash area. The hose reels shall be mounted on each of the long, 72’ sides of the wash bay, so users have access to a pressure wand on either side of the wash bay. | SOW | 2.4.5 | ||
| 66 | Wall mount hose reels. | SOW | 2.4.6 | ||
| 67 | Pressure washer wand/gun wall mounts for hanging and storage. | SOW | 2.4.7 | ||
| 68 | Water Softener sized to support pressure washer. | SOW | 2.4.8 | ||
| Does the Proposal Include the Following Drawings: | |||||
| 69 | Cover Sheet | SOW | 3.3.1 | ||
| 70 | Site Survey | SOW | 3.3.2 | ||
| 71 | Existing Utilities | SOW | 3.3.3 | ||
| 72 | Existing/Final Site & Grading Plan(s) | SOW | 3.3.4 | ||
| 73 | Stormwater Protection and Erosion Control Plan | SOW | 3.3.5 | ||
| 74 | Underground Utility Plan | SOW | 3.3.6 | ||
| 75 | Utility Details | SOW | 3.3.7 | ||
| 76 | Floor Plan | SOW | 3.3.8 | ||
| 77 | Structural Plans and Details | SOW | 3.3.9 | ||
| 78 | Architectural Elevations | SOW | 3.3.10 | ||
| 79 | Wall Sections and Details | SOW | 3.3.11 | ||
| 80 | Door Schedule | SOW | 3.3.12 | ||
| 81 | Room Finish Schedule | SOW | 3.3.13 | ||
| 82 | Mechanical Plans, Schedules, and Details | SOW | 3.3.14 | ||
| 83 | Plumbing Riser Diagram | SOW | 3.3.15 | ||
| 84 | Power and Lighting Plan | SOW | 3.3.16 | ||
| Does the Proposal Include the Following Calculations: | |||||
| 85 | Structural Wind/Snow Loads Structural Wind/Snow Loads | SOW | 3.4.1 | ||
| 86 | Heating/Ventilation Loads | SOW | 3.4.2 | ||
| 87 | Electrical Loads | SOW | 3.4.3 | ||
| 88 | Lightning Protection Risk Analysis and Recommendation | SOW | 3.4.4 | ||
| Does the Proposal Include the Following Specifications: | |||||
| 89 | Were the specs in UFGS Format? | SOW | 3.5 | ||
| 90 | 001000 EAFB Special Provisions | SOW | 3.5.1 | ||
| 91 | 001300 EAFB Submittal Procedure | SOW | 3.5.2 | ||
| 92 | Submittal Schedule | SOW | 3.5.3 | ||
| 93 | 017800 Contract Closeout | SOW | 3.5.5 | ||
| 94 | 01800 Ellsworth Environmental Provisions | SOW | 3.5.6 | ||
| 95 | Cast-In-Place Concrete | SOW | 3.5.7 | ||
| 96 | CMU Wainscot | SOW | 3.5.8 | ||
| 97 | Trench Drain | SOW | 3.5.9 | ||
| 98 | Metal Building Systems | SOW | 3.5.10 | ||
| 99 | Metal Wall and Roof Panels | SOW | 3.5.11 | ||
| 100 | Door Hardware | SOW | 3.5.12 | ||
| 101 | Overhead Coiling Doors | SOW | 3.5.13 | ||
| 102 | Earthwork | SOW | 3.5.14 | ||
| 103 | Seeding | SOW | 3.5.15 | ||
| 104 | Aggregate Base Course | SOW | 3.5.16 | ||
| 105 | Portland Cement Concrete for Roads | SOW | 3.5.17 | ||
| 106 | Water Utility | SOW | 3.5.18 | ||
| 107 | Sewer Utility | SOW | 3.5.19 | ||
| 108 | Gas Utility | SOW | 3.5.20 | ||
| 109 | HVAC | SOW | 3.5.21 | ||
| 110 | Electrical | SOW | 3.5.22 |
Solicitation: FA4690-20-R-0005 Attachment 22
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