Attach 22 Seed Project Design Requirements - Revision 1 - 9 Oct 2020.xlsx
XLSX spreadsheet 18 KB Posted
- Attached to
- Multiple Award Construction Contract (MACC) Federal contract opportunity
- Solicitation number
- FA469020R0005
About this file
This document outlines design requirements and specifications for a vehicle wash rack facility to be constructed at Ellsworth Air Force Base in South Dakota. Key requirements include a pre-engineered metal building no less than 72 feet by 25 feet in size, with a wash bay area of at least 72 feet by 18 feet. The building must have insulated metal walls and roof, overhead doors, lighting, plumbing fixtures, and be tied into base utilities. Mechanical specifications include a gas-fired heating system, exhaust fan, trench drain, and equipment for a heated pressure washer. Required drawings involve site plans, architectural plans, mechanical schematics, and load calculations. The federal contract opportunity is a Multiple Award Construction Contract for indefinite delivery indefinite quantity construction projects at Ellsworth AFB over ten years. The minimum order is $1,000 and maximum program value is $95 million. The NAICS code is 237990 and size standard is $39.5 million annual receipts. This opportunity is reserved for SDVOSB, WOSB or HUBZone small businesses only.
View the file
Other files for this federal contract opportunity
Show all 50
Multiple Award Construction Contract (MACC) has more files on GovTribe.
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
Sheet1
| DESIGN REQUIREMENTS REVISION 1 | Solicitation: FA469020R0005 | ||||||
| 9-Oct-20 | |||||||
| No. | Description | Source | Para | Provided | Not Provided | Where Item Found on Proposal | Comments |
| Did the Proposal Include the Following Features: | |||||||
| 1 | Location of wash rack in specified area. | SOW | 2.3.1 | ||||
| 2 | Pre-engineered style building. Masonry construction will not be accepted for the structure, except where stated otherwise in this Statement of Work. | SOW | 2.3.2 | ||||
| 3 | Coating to protect structural steel members and fasters from corrosion due to high moisture inside the wash bay. Coating shall be a manufacturer’s standard primer applied according to the manufacturer’s instructions and specifications, and two coats of high-performance epoxy paint. | SOW | 2.3.3 | ||||
| 4 | Minimum 72’ x 25’ building area. | SOW | 2.3.4 | ||||
| 5 | Minimum 72’ x 18’ bay area for washing. Bay area for washing shall be within the minimum building area above, not in addition to. | 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. | SOW | 2.3.7 | ||||
| 8 | Standing seam metal roof. Medium bronze color. Color to be approved by government. Roof panels to be 24 gauge. | 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. | 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. | SOW | 2.3.16 | ||||
| 17 | Interior water proof panels to protect walls and insulation 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-CFO/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. | 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. | 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 | Identify and structurally reinforce a ceiling location where the car wash ceiling boom will be mounted. | SOW | 2.3.39 | ||||
| 40 | Small mechanical room for heating unit, electrical panel, water service entrance, and pressure washer equipment. | SOW | 2.3.40 | ||||
| 41 | Interior and exterior access to mechanical room. | SOW | 2.3.41 | ||||
| 42 | Penetrations through mechanical room for pressure washer hoses. | SOW | 2.3.42 | ||||
| 43 | Provide building grounding system. | SOW | 2.3.43 | ||||
| 44 | Lightning protection system at recommendation of Designer of Record based on risk assessment analysis. | SOW | 2.3.44 | ||||
| 45 | Provide electrical outlets in wash rack for equipment. Provide outlets rated for use in wash racks and near water. Provide covers for outlets not in use to better protect against water spray. | SOW | 2.3.45 | ||||
| 46 | Adequate LED lighting illuminating exterior entrances. | SOW | 2.3.46 | ||||
| 47 | Adequate LED interior lighting illuminating entire building. | SOW | 2.3.47 | ||||
| 48 | Gas utility meter. Meter shall be a Dresser Roots meter. | SOW | 2.3.48 | ||||
| 49 | Shutoff for gas service. | SOW | 2.3.49 | ||||
| 50 | Water utility meter. Meter shall be Badger dial type flow through meter. | SOW | 2.3.50 | ||||
| 51 | Curb stop for water service. | SOW | 2.3.51 | ||||
| 52 | Electrical utility meter. Meter shall be Itron Centron appropriately sized for building. | SOW | 2.3.52 | ||||
| 53 | All meters shall tie into the base automated reading system and be pulse capable. | SOW | 2.3.53 | ||||
| 54 | All site work as to provide proper drainage. | SOW | 2.3.54 | ||||
| 55 | Minimum 6” concrete roadways on min 6” aggregate base course and 8” min depth scarified and re-compacted subgrade entering and leaving wash rack. | SOW | 2.3.55 | ||||
| 56 | New concrete roadways dowelled to existing roadways | SOW | 2.3.56 | ||||
| 57 | 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 | ||||
| 58 | Prior to and during construction the contractor shall have an erosion control plan in place. | SOW | 2.3.58 | ||||
| 59 | Contractor shall provide seeding, fertilizing, mulching, importing and placing of 3” topsoil on all grassed areas disturbed by construction. | SOW | 2.3.59 | ||||
| 60 | A vehicle tracking control or stabilized rock construction entrance shall be constructed for vehicles entering the work site. | SOW | 2.3.60 | ||||
| Did the Proposal Provide the Following FFE Items: | |||||||
| 61 | Aaladin Series 71-530 heated power washer or equal. See Attachment 3 for pressure washer required salient features. | SOW | 2.4.1 | ||||
| 62 | Remote control for pressure washer centrally located in wash area. | SOW | 2.4.2 | ||||
| 63 | Provide 2 pressure washer wands/guns for simultaneous use. | SOW | 2.4.3 | ||||
| 64 | Ceiling Boom for pressure washer hoses and 2 pressure washer wands/guns. Ensure connections are compatible with pressure washer hoses. | SOW | 2.4.4 | ||||
| 65 | Provide hoses for pressure washer capable of reaching entire wash area. | 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 |
| Did the Proposal Provide 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 |
| Did the Proposal Provide the Following Calculations: | |||
| 85 | 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 |
| Did the Proposal Provide 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 | 001700 Contract Closeout | SOW | 4.5 |
| 94 | 01800 Ellsworth Environmental Provisions | SOW | 3.5.4 |
| 95 | Cast-In-Place Concrete | SOW | 3.5.5 |
| 96 | CMU Wainscot | SOW | 3.5.6 |
| 97 | Trench Drain | SOW | 5.5 |
| 98 | Metal Building Systems | SOW | 3.5.7 |
| 99 | Metal Wall and Roof Panels | SOW | 3.5.8 |
| 100 | Door Hardware | SOW | 3.5.9 |
| 101 | Overhead Coiling Doors | SOW | 6.5 |
| 102 | Earthwork | SOW | 3.5.10 |
| 103 | Seeding | SOW | 3.5.11 |
| 104 | Aggregate Base Course | SOW | 3.5.12 |
| 105 | Portland Cement Concrete for Roads | SOW | 7.5 |
| 106 | Water Utility | SOW | 3.5.13 |
| 107 | Sewer Utility | SOW | 3.5.14 |
| 108 | Gas Utility | SOW | 3.5.15 |
| 109 | HVAC | SOW | 8.5 |
| 110 | Electrical | SOW | 3.5.16 |
| Subtotals | |||
| Overall Percentage |
File details come from the government source that posted it. Updated .