12639524R0011-0002.pdf
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- Attached to
- Prefabricated Greenhouse, Edinburg, Texas
- Solicitation number
- 12639524R0011
About this file
This document is an amendment to a solicitation for a prefabricated greenhouse to be installed at the USDA Animal and Plant Health Inspection Service PPQ Science and Technology Insect Management and Molecular Diagnostics Laboratory in Edinburg, Texas. The amendment changes portions of the statement of work. The solicitation requires the demolition of four existing greenhouses and construction of a concrete pad, as well as furnishing and installing a prefabricated greenhouse structure consisting of a galvanized steel frame, glazing, vents, automatic vent operators, and integrated environmental control systems. The structure is to be divided into four bays with partitions. Additional requirements include commercial doors, flashing, hose bibs, a water wall and irrigation system in each bay, lighting, fans, thermostats, and controllers in each zone. Training and operation manuals must also be provided. Delivery is required within 180 days of the notice to proceed to the laboratory location in Edinburg, Texas.
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Other files
| File | Type | Posted |
|---|---|---|
| 12639524R0011-0006.pdf | ||
| More Qs and As_2_and pics of shade structure.pdf | ||
| More Qs and As.docx | DOCX document | |
| Pic of existing greenhouses.pdf | ||
| Qs and As.docx | DOCX document | |
| 12639524R0011-0005.pdf | ||
| 12639524R0011-0004.pdf | ||
| Split-faced block.jpg | JPG image | |
| Hardie Board siding.jpg | JPG image | |
| 12639524R0011-0003.pdf | ||
| Site Visit Attendees.pdf | ||
| 12639524R0011-0001.pdf | ||
| Atch 1_Statement of Work_Prefabricated Greenhouse.docx | DOCX document | |
| Atch 3_Federal Construction Wage Rates_Hidalgo County.pdf | ||
| Atch 2_greenhouse layout.pdf | ||
| 12639524R0011.pdf |
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Text version
(x)
12639524R0011 x x copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE
RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR
OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
x
APHIS-MN-126395
02/23/20240002
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
FACILITY CODE CODE
10B. DATED (SEE ITEM 13)
10A. MODIFICATION OF CONTRACT/ORDER NO.
9B. DATED (SEE ITEM 11)
9A. AMENDMENT OF SOLICITATION NO.
CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)
7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY
USDA APHIS
250 MARQUETTE AVE
SUITE 410
MINNEAPOLIS MN 55401
PAGE OF PAGES
4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)
1. CONTRACT ID CODE
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
02/14/2024
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.
ORDER NO. IN ITEM 10A.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
This amendment is written to change portions of the statement of work below. Changed paragraphs are depicted by a left-hand border and a strike-through.
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)
15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED
(Signature of person authorized to sign) (Signature of Contracting Officer)
JAMES G. ROLOFF
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
Previous edition unusable
Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .
02/23/2024
Amendment 0002 Attachment 1, 12639524R0011
STATEMENT OF WORK
Prefabricated Greenhouse (30’ x 96’) with 4 Bays
USDA-APHIS-PPQ, Science and Technology
Insect Management and Molecular Diagnostics Laboratory – Edinburg TX
1.0 BACKGROUND
The United States Department of Agriculture (USDA) Animal and Plant Health Inspection Service (APHIS), Plant Protection and Quarantine (PPQ) Science and Technology (S&T) Insect management and Molecular Diagnostics Laboratory (IMMDL) – Edinburg TX, needs a prefabricated greenhouse to be furnished and installed for the purpose of rearing plants and insects.
2.0 SPECIFICATIONS
Site Preparation
Preparation of site encompasses the demolition and clearing of four existing greenhouses, inclusive of debris removal. Additionally, the project involves the construction of a four-inch concrete pad measuring 98 feet by 34 feet. Contractor to provide engineered drawings. This dual-phase preparation aims to create a cleared and level foundation.
Material and Components
Structures shall be designed and detailed according to accepted engineering practices. The following material and components are required in to meet the needs of the program:
A. Frame
(1) Framing shall consist of trusses, hot dip galvanized after fabrication, on 12'‐0" centers spanning the full width of the structure with a 6/12 roof pitch. No castings, either of aluminum or aluminum alloy, shall be permitted for joining structural members at joints subject to stress in which tensile strength is a factor.
(2) Galvanized steel frame structure comprised of one (1) 30’ wide x 96’ long with 8’ sidewall, designed to have posts in piers, with posts 12’ oc with one bay 6’ oc, trusses, purlins, girts, bracings, gutters (with open ends) and hardware to make a complete frame. This includes four (4) 24’ wide (gable type) partitions placed at truss locations.
(3) Primary framing shall be 50,000 P.S.I. yield strength steel.
(4) Trusses shall be of 2" square steel tube (or heavier) with welded plate connections and hot dip galvanized after fabrication. Trusses shall ship from factory assembled in no more than two pieces ready to attach at the post connection. All tolerances shall be held to an absolute minimum to secure proper fit of the steel members.
(5) Truss support posts shall be 4" square steel tube (or heavier) furnished and placed at all truss bearing locations. Aluminum cast or aluminum alloy connectors are not acceptable.
(6) Trusses shall be connected to the side wall post by a welded post top connector hot dip galvanized after fabrication.
(7) Galvanized steel roof purlins, of size required, shall be prefabricated before delivery and installation.
(8) Provide all other structural members required to complete the framework of the greenhouse that are not mentioned above such as bracing, clips, lugs, girts, and fasteners.
(9) Secondary framing shall be extruded aluminum, members such as roof bars, ridge, sash, etc.
Members shall be mill finish, with appropriate heat treatment of alloy 6063‐T6 or 6063‐T5. Sheet aluminum shall be of alloy 3003‐h14.
B. Fastening System
All structural connections shall be attached with stainless steel fasteners. All aluminum to aluminum connections shall have aluminum or stainless-steel fasteners. All screws and self-tapping screws shall be stainless steel. Additionally, an extruded aluminum fastening system is required to attach 8mm polycarbonate on all roof and wall areas of one (1) 30’ x 96’ structure.
Bars and caps must be spaced at 6’ oc.
C. Gutters
Gutters shall be 12-gauge steel fabricated for connection at the post tops, and also to accept roof and side wall glazing closures. Gutters shall be hot dip galvanized after fabrication. Outlet tube(s) shall be provided where indicated on the drawings.
D. Expansion and Condensation Control
All members shall handle expansion individually to prevent an accumulation of expansion in one direction from several members. Roof glazing bars shall incorporate condensation channels to conduct primary condensation to disposal points at gutter.
E. Glazing
There can be any combination of glazing or only one type listed below.
(1) Glass
All glass shall be 5/32 inch clear tempered. Roof and sidewall will be 3’ on center spacing and gable ends will be 2’ on center. All cut lites to be annealed glass except lites around doors. All glazing compounds used for bedding of glass shall be extruded butyl compound with a continuous built in shim. The glass shall be sealed on the outside with gun grade butyl glazing compound throughout the length before applying extruded aluminum bar cap.
(2) Acrylic double‐skinned sheets
8mm or 16mm Exolite No‐Drip® or equivalent. Material shall be glazed into an extruded aluminum gasketed system approved by the acrylic manufacturer and designed to provide for expansion and contraction.
Polycarbonate Double‐skinned sheets
8mm or 16mm material shall be glazed into an extruded aluminum glazing system approved by the Polycarbonate manufacturer. Supplementary materials shall be compatible with Polycarbonate sheets. Expansion and contraction shall be provided for. Polycarbonate sheets shall have UV protection.
F. Vents
There can be any combination of vents or only one type listed below.
(1) Roof vents
Single or double run(s) of ridge vents shall be made up of a top rail, bottom rail and mullions of extruded aluminum and bolted together in accordance with manufacturer’s instructions. All vents shall have provisions made at the hinge point to prevent creeping of the vents. Vents shall be the size indicated on the drawings with a continuous socket hinge, arranged to open out. Vents for any given compartments, when assembled and installed, shall be continuous from one end to the other.
(2) Side vents
Single run of vents shall be made up of a top rail, bottom rail and mullions of extruded aluminum and bolted together in accordance with manufacturer’s instructions. All vents shall have provisions made at the hinge point to prevent creeping of the vents. Vents shall be the size indicated on the drawings with a continuous socket hinge, arranged to open out. Vents for any given compartments, when assembled and installed, shall be continuous from one end to the
(3) Gable vents
Single run of vents shall be made up of a top rail, bottom rail and mullions of extruded aluminum and bolted together in accordance with manufacturer’s instructions. All vents shall have provisions made at the hinge point to prevent creeping of the vents. Vents shall be the size indicated on the drawings with a continuous socket hinge, arranged to open out. Vents for any given compartments, when assembled and installed, shall be continuous from one end to the
G. Operators
There can be any combination of operators or only one type listed below.
(1) Rack and pinion arms
All vents shall be operated with rack and pinion system consisting of aluminum rack arm, aluminum housing and zinc pinion gear assemblies. Racks are attached to bottom rail of vents with aluminum clips and zinc plated steel cotter pins. No less than two sets of rack and pinion arms shall be provided for each 12’ section on vent. Provide 1.66" diameter galvanized drive shaft with 6 bolt connection couplings. Shaft hangers with nylatron bushings shall be provided to support roof and side/gable vent drive shaft.
(2) Elbow arm
All vents shall be operated with elbow arm system consisting of aluminum arm and aluminum rod assemblies. Arm assemblies are attached to bottom rail of vents with aluminum clips and zinc plated steel cotter pins. No less than two sets of rack and pinion arms shall be provided for each 12’ section on vent. Provide 1.66" diameter galvanized drive shaft with 6 bolt connection couplings. Shaft hangers with nylatron bushings shall be provided to support roof and side/gable vent drive shaft.
H. Automatic or Manual Machines
There can be any combination of machines or only one type listed below. Ventilators as indicated on drawings shall be operated by:
(1). Provide a manual machine with a hand crank or chain pull for each vent.
(2). Provide an automatic machine. The power unit shall be provided with a quick reversing single phase motor with sufficient power to operate the sash as required, complete with open and close limit switches.
I. Mechanical Components
• 4 ‐ 24’ Partitions Roof to Floor
• 8 ‐ 38” Aluminum Fans
• 8 ‐ TR 20 Trough and Pump
• 160 ‐ 5’ Cooling Pads, 6” thick
• 4 ‐ TF115 Single Speed Thermostat
• 400 L.F. Hardi Board installed as Kick Board on perimeter
• 70% Shade on Manual Sliding Rail
J. Doors
4 ‐ 36” Commercial Doors with Windows (1 door per greenhouse bay)
K. Flashing
All flashing and counterflashing shall be either aluminum or lead-coated copper.
L. Hose Bibs
Two bibs in each zone (one for waterwall, and one for watering plants). Additionally, one bib at front exterior, and one bib at rear exterior. Total 10 bibs.
M. Other
This is a turnkey project. Each greenhouse bay shall have the following components connected to utilities: a water wall, a water pump, two circulation fans, and six to nine grow lights. Additionally, Wadsworth (or equal) controllers will be integrated to monitor and regulate various environmental parameters. Remote operation not required, one controller for at least the four zones to control waterwall, heater, lights, exhaust fans, circulation fans. This comprehensive setup ensures optimal conditions for plant growth and facilitates efficient control and management within each designated greenhouse bay.
Quality
The standard of quality for this greenhouse shall be R/S Series II rigid frame or an equivalent. All structures shall be designed to requirements of state/local building codes. Greenhouse structure(s) shall be designed in accordance with current AISI Specifications for Design of Cold ‐ Formed Steel Structural Members and AISC Specifications for Structural Steel Buildings. Greenhouse structure(s) shall include sufficient bracing for the resistance to wind forces. Bottom chord members as well as other truss members shall be adequate to resist compressive loads produced by horizontal wind loads and roof uplift produced by wind.
Training
Upon delivery of the greenhouse structures, the contractor must conduct on‐site training on the use of the greenhouses and systems. The contractor will also provide any operation and maintenance manuals to the Government.
Safety and Security (as needed)
The contractor shall comply with all established security policies at USDA and shall be escorted and always accompanied while at the facility. The contractor shall complete required paperwork for access to the facility.
Delivery
Delivery is 180 days after notice to proceed. FOB destination to the following address:
USDA APHIS PPQ ST IMMDL
22675 N Moorefield Rd Moore Air Base Edinburg, TX 78541
Government Point of Contact: james.g.roloff@usda.gov, 612-590-7603 mailto:james.g.roloff@usda.gov
| 2024-02-23T08:24:44-0600 | |
| JAMES ROLOFF |
File details come from the government source that posted it. Updated .