Solicitation W912WJ21Q0147.pdf

CAPE COD CANAL

TRAVIS GERMANO

40 ACADEMY DRIVE

BUZZARDS BAY MA 02532-1555

TEL: 978-318-8550 FAX:

W13G86120194210001

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W912WJ21Q0147 18-Aug-2021 5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

IMPORTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this

Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State, and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e) (f)

SEE SCHEDULE

AMOUNT

% No. %

NOTE: Additional provisions and representations [ ] are [ ] are not attached.

13. NAME AND ADDRESS OF QUOTER (Street, City, County, State, and ZIP Code)

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

15. DATE OF

QUOTATION

16. NAME AND TITLE OF SIGNER (Type or print) (Include area code)

TELEPHONE NO.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 18 (REV. 6-95)

PREVIOUS EDITION NOT USABLE Prescribed by GSA FAR (48 CFR) 53.215-1(a)

THIS RFQ X[ ] IS [ ] IS NOT A SMALL BUSINESS SET-ASIDE

6. DELIVER BY (Date)

SEE SCHEDULE

AND/OR DMS REG. 1

UNDER BDSA REG. 2

4. CERT. FOR NAT. DEF.3. REQUISITION/PURCHASE

REQUEST NO.

U S ARMY ENGR DISTRICT, NEW ENGLAND

696 VIRGINIA RD

CONCORD MA 01742-2751

9. DESTINATION (Consignee and address, including ZIP Code)

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

03-Sep-2021(Date)

PLEASE FURNISH QUOTATIONS TO THE ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS:10.

978-318-8324JENNIFER M SAMELA

(Name and Telephone no.) (No collect calls)5b. FOR INFORMATION CALL:

d. CALENDAR DAYSc. 30 CALENDAR DAYSb. 20 CALENDAR DAYS12. DISCOUNT FOR PROMPT PAYMENT a. 10 CALENDAR DAYS

W912WJ21Q0147

Section B - Supplies or Services and Prices

INSTRUCTIONS TO OFFERORS

*SITE VISITS ARE HIGHLY RECOMMENDED PRIOR TO PROVIDING A QUOTE. SEE CLAUSE 52.236-27

ALT I FOR ADDITIONAL INFORMATION.

*PLEASE DIRECT QUESTIONS TO JENNIFER M. SAMELA AT (978) 318-8324 or

JENNIFER.M.SAMELA@USACE.ARMY.MIL. ANY INFORMATION RECEIVED AT THE SITE VISIT

WHICH CONFLICTS WITH THIS SOLICITAION SHOULD BE BROUGHT TO THE ATTENTION OF

JENNIFER M. SAMELA. THE SOLICITATION AND RESULTING CONTRACT SHALL BE THE

GOVERNING DOCUMENT IN ALL CASES.

** QUOTES CAN BE E-MAILED TO JENNIFER M. SAMELA AT

JENNIFER.M.SAMELA@USACE.ARMY.MIL.

NOTE 1: In accordance with FAR Part 28.101-1(c), the Contractor will NOT be required to provide a Bid Guarantee.

NOTE 2: In accordance with FAR Part 28.102-1(b), the Contractor will be required to provide the following payment protections for all construction contracts greater than $150,000.00.

(i) Payment Bond or

(ii) Irrevocable Letter of Credit and

(iii) Performance Bond

A Payment Bond or Irrevocable Letter of Credit is the SELECTED payment protection for the Government. The penal amount of bond shall be 100% of the original contract price. If the contract price increases, the Government will require an increase in the penal sum of the existing bond. This bond shall be submitted to the Contracting Officer within 10 days after receipt of award.

A Performance Bond shall be required if the total price of the quote is greater than $150,000.00. The penal amount of the Performance Bond shall be 100% of the original contract price. If the contract price increases, the Government will require an increase in the penal sum of the existing bond. This bond shall also be submitted to the Contracting Officer within 10 days after receipt of award.

NOTE 3: In accordance with FAR Part 28.102-1(c), the Contractor will be required to provide one of the following payment protections for all construction contracts greater than $35,000.00 but not greater than $150,000.00.

(i) Payment bond or

(ii) Irrevocable letter of credit

A Payment Bond or Irrevocable Letter of Credit is the SELECTED payment protection for the Government. The penal amount of bond shall be 100% of the original contract price. If the contract price increases, the Government will require an increase in the penal sum of the existing bond. This bond shall be submitted to the Contracting Officer within 10 days after receipt of award.

NOTE 4:

QUOTATION INSTRUCTIONS:

1. If subcontractor will be used for this work, please provide company name:

2. In accordance with FAR Part 52.204-7(b)(1) Contractors must be registered in the System for Award Management (SAM) database (www.SAM.gov) to submit an offer. (Formerly the Central Contractor Registration (CCR) database and the On-Line Representations and Certifications (ORCA).) Any reference to CCR or ORCA in any clause or provision is referring to the www.sam.gov website. Please note that Google and Google Chrome are not supported browsers for SAM registration. Mozilla FireFox, Safari, and Internet Explorer are supported browsers.

NOTE: SAM.gov registration takes approximately 3 weeks (DUNS registration 1-2 business days; CAGE code validation up to 10 business days; IRS validation and overall submission 7-10 business days). It is the contractor’s responsibility to track SAM.gov registration and follow-up with required tasks.

In addition, if you are registering a new entity in SAM.gov, you must provide an original, signed notarized letter stating that you are the authorized Entity Administrator. The Entity Administrator must establish a LOGIN.GOV account using the e-mail address that will be associated with the SAM registration. See https://www.gsa.gov/about-us/organization/federal-acquisition-service/office-of-systems-management/integrated-award-environment-iae/sam-update for additional information.

3. Provide business DUNS number: _______________________________ (phone 800-333-0505 for DUNS).

4. Provide business CAGE code: __________________________________

5. Tax Identification Number: ___________________________________

6. Contractors shall provide completed FAR clause 52.204-8 (Annual Representations and Certifications) found in Section K of this solicitation with their quote, if the Contractors have not completed their annual representations and certifications electronically via the SAM website at www.sam.gov. (See Paragraph 2 above).

7. Contractors are not required to submit an Accident Prevention Plan (APP) with their quote. The successful offeror will be required to submit this document at the direction of the Technical Point of Contact. The APP must be accepted by the Government Designated Authority prior to the commencement of work.

POTENTIAL OFFERORS ARE NOTIFIED THAT THE BASIS ON WHICH AWARD WILL BE MADE IS

PRICE ALONE.

ALL RESPONSIBLE SOURCES MAY SUBMIT A RESPONSE WHICH, IF TIMELY RECEIVED, MUST BE

CONSIDERED BY THE AGENCY.

INVOICES SHALL BE SENT TO TECHNICAL POINT OF CONTACT.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Site 160 Telecommunications Building

FFP

Contractor shall furnish all labor, materials, and equipment to properly remove and dispose of the existing telecommunications building and associated components at Site 160 of the Cape Cod Canal. Building and components shall be replaced in accordance with the Statement of Work.

FOB: Destination

MILSTRIP: W13G8612019421

PURCHASE REQUEST NUMBER: W13G86120194210001

PSC CD: Y1JZ

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Job Site 260 Telecommunications Building

FFP

Contractor shall furnish all labor, materials, and equipment to properly remove and dispose of the existing telecommunications building and associated components at Site 260 of the Cape Cod Canal. Building and components shall be replaced in accordance with the Statement of Work.

FOB: Destination

MILSTRIP: W13G8612019421

PSC CD: Y1JZ

NET AMT

Section C - Descriptions and Specifications

STATEMENT OF WORK

REPLACE TWO TELECOMMUNICATION BUILDINGS

U.S. ARMY CORPS OF ENGINEERS

CAPE COD CANAL PROJECT, BOURNE, MA

Statement of Work

I. General

1. Summary

Contractor shall furnish all labor, equipment, services, and materials necessary to remove and replace two existing telecommunication buildings at two different locations at the Cape Cod Canal Project. New buildings shall include all features listed in Part 2 Materials and described herein. Buildings are located along the Cape Cod Canal north and south service roads in Bourne, MA.

At Site 160:

Demolish and properly dispose of the existing telecommunications building. Building is approximately 8ft x 8ft x 10ft and has multiple layers of roofing materials. Remove existing HVAC equipment and reclaim refrigerant. Disconnect and protect the existing exterior mounted automatic transfer switch and disconnect switch. Furnish and install a new 8ft x 8ft x 10ft precast concrete telecommunications building. New building shall include a 18,000 BTU HVAC system, 100-amp electrical service panel, interior finished walls, outlets, lights, and a copper grounding system. Reinstall the existing automatic transfer switch and disconnect switch onto the exterior of the new building. Informational Photos 1-5 show existing conditions at Site 160.

At Site 260:

Demolish and properly dispose of the existing telecommunications building. Building is approximately 8ft x 8ft x 10ft and has multiple layers of roofing materials. Remove existing HVAC equipment and reclaim refrigerant. Disconnect and protect the existing exterior mounted automatic transfer switch and disconnect switch. Furnish and install a new 8ft x 8ft x 10ft precast concrete telecommunications building. New building shall include a 18,000 BTU HVAC system, 100-amp electrical service panel, interior finished walls, outlets, lights, and a copper grounding system. Reinstall the existing automatic transfer switch and disconnect switch onto the exterior of the new building. Informational Photos 6-10 show existing conditions at Site 260.

Figure 1 shows the required general layout of the new buildings. New buildings shall be installed onto the concrete foundations of the existing telecommunication buildings.

Government staff will disconnect power to the existing buildings and remove the existing telecommunication equipment from the buildings prior to demolition. After acceptance of the new buildings, Government staff will reconnect power to the new buildings.

2. Location The fieldwork area is on federal property at two different site locations along the Cape Cod Canal north & south service roads in Bourne, MA 02532. Access to both sites is via Canal service roads which are closed to public motor vehicles. Both building locations have limited access due to narrow roads, small turning and staging area, steep grades and close proximity to adjacent equipment and utilities to be protected.

3. Site Visit

Interested parties are encouraged to attend a site visit prior to providing a quote to ensure the complicated site access is accounted for. No extra payment will be allowed for perceived additional work caused by unfamiliarity with site conditions and requirements. A scheduled site visit will be provided for all interested parties, with a date and time to be determined.

Contact the Technical Point of Contact to confirm attendance for site visit. The Technical Point of Contact (TPOC) for the project is Travis Germano (978) 318-8550 or (Travis.J.Germano@usace.army.mil).

4. Schedule The work shall commence within 15 days after Notice to Proceed and shall be completed within 300 days of Notice to Proceed. To maintain minimum radar telecommunications capability, the contractor shall sequence work so that only one telecommunications building is taken offline at a time. Work shall be completed and accepted at one site prior to work beginning at the next. Work shall be completed at Site 160 first and then Site 260.

The project area will be open to the contractor Monday through Friday, 7:00 AM to 5:30 PM.

All work must be done during these hours unless additional hours are approved by the Technical Point of Contact. No work shall be done on weekends or observed Government holidays.

5. Safety All work shall be conducted in accordance with the U.S. Army Corps of Engineers Safety and Health Requirements Manual (EM 385-1-1, most recent edition), and all applicable Occupational Safety and Health Administration (OSHA), federal, state, and local safety and health requirements. A copy of EM 385-1-1 can be accessed at the project office or electronically at the following link:

https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385- 1-1.pdf

Project staff reserve the right to cease work at any time should the safety of employees, Contractors, and/or the public become jeopardized.

The Contractor shall prepare an Accident Prevention Plan (APP) specific to the activities being performed. It shall include Activity Hazard Analyses (AHAs) as described below. A non-mandatory, fillable APP template is available upon request. However, the contractor is permitted to submit their own plan, at a minimum it must meet the requirements of EM 385- 1-1, Appendix A.

A preparatory meeting shall be conducted by the prime contractor to discuss the APP contents with all effected onsite employees. The Prime Contractor is responsible for informing the subcontractors of the safety provisions under the terms of the contract, the penalties for noncompliance, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out.

Weekly safety meetings shall be held and documented. Records shall be available to the Technical Point of Contact upon request.

An AHA shall be submitted for each major phase of work. A major phase of work is defined as an operation involving a type of work presenting hazards not experienced in previous operations or where a new subcontractor or work crew is to perform the work. The analysis shall define all activities to be performed, identify the sequence of work, the specific hazards anticipated, and the control measures to be implemented to eliminate or reduce each hazard to an acceptable level. The AHA shall be continuously reviewed and revised to address changing site conditions as appropriate.

COVID-19 Precautions: As part of the APP and AHAs include site specific COVID-19 monitoring procedures which address, at a minimum, the following elements: Procedures for periodic sanitation and disinfecting of equipment, vehicles, and tools in accordance with Centers for Disease Control and Prevention (CDC) guidelines. Employee training on the signs, symptoms, and protection measures in accordance with CDC guidelines.

The Contractor shall employ a minimum of one Competent Person (CP) at each project site to function as the Site Safety and Health Officer (SSHO). The SSHO shall be present at the project site and report to the contractor’s upper management. The SSHO is required to have related construction experience and have at a minimum completed a 10 Hour OSHA training.

All accidents and near misses shall be investigated by the Contractor. All work-related recordable injuries, illnesses, and property damage accidents (excluding on-the-road vehicle accidents), in which the property damage exceeds $5,000.00, shall be verbally reported to the Technical Point of Contact within four (4) hours of the incident. Serious accidents as described in EM 385-1-1 Section 01.D shall be immediately reported to the Technical Point of Contact. ENG Form 3394 shall be completed and submitted to the Technical Point of Contact within five (5) working days of the incident.

The Contractor shall compile employee work hours (including subcontractors) and forward the total hours to the Technical Point of Contact no later than close of business on the 10th calendar day of the following month. The method of transmission by the prime contractor to the Technical Point of Contact shall be electronically.

6. Preconstruction Conference Prior to the start of any work, the Contractor and Technical Point of Contact will schedule and conduct a “Preconstruction Conference”. The Contractor’s staff responsible for quality and safety on the job site will attend this meeting. This conference will be scheduled for a time and location agreeable to the government and contractor. No work may be performed under this contract prior to this conference. The purpose of the conference is to enable the Technical Point of Contact to outline the requirements in terms of safety, quality, communications, inspections, and payments. Storage areas for materials, equipment and dumpsters will also be coordinated at this meeting.

7. Permits

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses, permits, and letters of certification. The Contractor shall comply with any applicable Federal, State, County, and Municipal laws, codes, and regulations in connection with the performance of the work specified under this contract.

8. Security

The contractor shall comply with all established security policies at the Cape Cod Canal Project. Potential periods of heightened security may affect access to work areas. The Government reserves the right, at any time, to close any property and reschedule work.

Excluding emergencies, the Contractor shall be given at least 24-hour notice of any such closure.

9. Contractor Conduct

The work areas are located adjacent to public recreation areas which are frequently used by the general public to walk, ride bicycles and roller blade. Contractor and employees must travel at a safe speed (10 mph) while driving on service roads and must always act in a professional manner. Alcohol and firearms are prohibited on project grounds.

10. Payment

Payment shall be made after final inspection and acceptance by the Government, the Contractor must submit an invoice to the Technical Point of Contact. The invoice shall include the name of contractor (as per SAM registration), invoice date, contract number, description of work completed, and total amount due. For jobs greater than 30 days the contractor may request progress payments.

Invoices may be mailed to:

US Army Corps of Engineers Cape Cod Canal Field Office P.O. Box 1555 Buzzards Bay, MA 02532 Attn: Travis Germano

Or Emailed to Travis.J.Germano@usace.army.mil

11. Warranty

The contractor performing the work shall warranty work for a period of 1 year. Refer to included clauses for additional information.

II. Technical Requirements:

Part 1 General:

Requests for Information:

Requests concerning the work of this project should be directed to the Technical Point of Contact at the Cape Cod Canal Office at 978-318-8550 or Travis.J.Germano@usace.army.mil.

Submittals:

Contractor shall provide submittals that show pertinent details of proposed materials that allows confirmation that the materials are in accordance with requirements listed in the Materials section of this statement of work. Although the Government technically reviews submittals, it is emphasized that the Contractor’s work must be prosecuted using proper internal controls and review procedures. Contractor submittals must be reviewed and accepted by the Government prior to the commencement of any field activities. Contractor shall provide the QC Plan, APP, & AHA submittals to the Technical Point of Contact within 45 days of contract award. The project schedule and technical submittals shall be provided within 75 days of contract award.

Required submittals include:

1. Accident Preventions Plan, & Activity Hazard Analyses (AHA’s)

2. Project Schedule

3. Precast Concrete Buildings: Engineering calculations, layout drawings that show all pertinent dimensions, penetrations, location HVAC equipment, doors, frames & door hardware.

4. HVAC Mini-Split Heat Pump: Include name of manufacturer and technical specifications, installation instructions, start-up & commissioning.

5. Electrical System Materials: List of proposed materials for electric panel, conduits, cabling, ground rods, ground plates, lights, outlets and switches.

6. Delivery Plan: Description of means and methods to deliver the new building to the work sites. Include the estimated weight of the new buildings. List the equipment to haul and unload the buildings and include a figure showing locations of equipment and trailers.

7. Operations and Maintenance (O&M) Manuals – For each new building provide two hard copy binders with drawings of buildings and manufacturers literature for equipment, circuit diagrams, operating instructions, and maintenance procedures.

Government Resources:

The Government will remove all electronic equipment from the building interiors prior to the contractor commencing work. Government staff will disconnect power to the existing buildings and reconnect power to the new buildings. The contractor is responsible for any temporary electrical generators and service as needed for their work. The contractor is responsible for providing all remaining resources to complete the project.

Omissions:

This contract may not cover all specified activities, steps, and procedures required to supply the contract product. In case of omission, the normal industry, state, or federal standards, practices, specifications, and/or guides shall prevail. In no instance shall an omission be reason to produce less than an acceptable product.

Quality Control and Quality Assurance:

The contractor is responsible for the quality control of the contract work. The government has the right to inspect and test all items called for by the contract for Quality Assurance, to the extent practicable at all times and at all places during the term of the contract.

Other Contracts:

The Government may undertake or award other contracts for additional work not related to this contract, and the Contractor shall fully cooperate with other Contractors and Government employees. The contractor shall not commit or permit any act, which will interfere with the performance of work by another contractor, or by Government employees.

Receiving and Storing Materials:

Storage areas for materials, equipment and dumpsters will be coordinated with the Technical Point of Contact. The contractor is responsible for protecting any stored material until it is placed in service. The contractor is responsible for receiving and unloading of delivered goods.

Government employees will not receive material or supplies for the contractor and will not be responsible for damage to contractor equipment or material.

Environmental Protection:

The Contractor is responsible to prevent the release of any contamination and control of sediment during all fieldwork. Select and maintain temporary sediment controls such that water quality standards are not violated because of construction activities. Prevent sediment laden runoff from entering water bodies, drainage inlets, and environmentally sensitive areas.

Sediment controls may include, but are not limited to, entrenched staked straw bales, entrenched sediment (silt) fence, or compost filter socks. Remove all temporary sediment controls during final clean-up and prior to demobilization. The contractor shall immediately report any release of contaminants to the Technical Point of Contact.

Clean Up:

The Contractor shall practice good housekeeping to maintain a safe job site. The contractor shall keep the work area, including any storage areas, free from the accumulation of waste materials.

Upon completing work, the contractor shall remove all tools, equipment, and materials that are not the property of the government and shall clean up the job site to the satisfaction of the Government.

Sustainability:

EPA Designated: Under the Comprehensive Procurement Guidelines (CPG) program, the Environmental Protection Agency (EPA) designates products that are or can be made with recovered materials and recommends practices for buying these products. Any designated product that is being offered or supplied under this contract shall meet the minimum recommended content levels as identified under the CPG program. Visit https://www.epa.gov/smm/comprehensive-procurement-guideline-cpg-program for a complete list of designated products and the associated recommended contents levels. Offerors must be able to demonstrate that each offered products meets minimum content levels upon request.

Part 2 Materials:

The contractor shall provide sufficient information on proposed materials and time to allow the Government to evaluate the products for adherence to specifications. Substitute materials will be evaluated in terms of quality, features, performance and expected service life. Substitute products must be accepted by the Government prior to installation.

The contractor shall submit engineering calculations, layout drawings that show pertinent dimensions, proposed layout and a list of mechanical/hardware items to be installed in the building for approval by the Government.

New Building Requirements:

Contractor shall furnish two new precast concrete buildings suitable for telecommunication equipment. Walls of the buildings shall be a minimum of 4” thick and steel rebar reinforced high strength concrete. Buildings shall be weather-tight and vandal resistant with concrete walls, roof and floor. All building joints shall be caulked on the exterior and interior surface of the joints.

Finished floor shall be concrete with a light broom finish. New pre-cast buildings shall be placed onto the existing concrete pad foundations modified as necessary to accommodate the new buildings. Exterior of the buildings shall be architectural precast split block finish or similar. The color to be selected by the Government.

Dimensions of both new buildings shall be:

Exterior: 8’ x 8’ x 10’5”

Buildings shall be designed for the following:

Seismic Design Category ‘D’, Risk Design Category III Roof Live Load (Snow) – 50 PSF Floor Live Load – 150 PSF Wind Loading – 150 MPH

Concrete used in the buildings shall be steel-reinforced, 5000 PSI minimum 28-day compressive strength, air-entrained. Reinforcing steel shall be grade 60.

Buildings shall be fabricated in accordance with the following references:

ACI-318-11: Building Code Requirements for Structural Concrete and Commentary IBC 2012: International Building Code PCI Design Handbook, 7th Edition Concrete Reinforcing Institute, Manual of Standard Practice NFPA 70 – National Electrical Code, Current Edition 2020

Roof – Gabled or Tapered roof style with approximate pitch to shed water. Roof shall have overhanging eaves on all sides to prevent water migration into the building along top of wall panels.

Door –Buildings shall be equipped with one single wide door that swings out to open. Door and frame shall be fabricated from commercial grade galvannealed steel. Door shall be 3’ x 7’ x 1- 3/4”, 18-gauge galvannealed steel, stiffened, insulated and sound deadened with honeycomb, polystyrene, or polyisocyanurate core. Welded flush door frame shall be 16-gauge galvannealed steel. Door and frame shall be painted one coat of rust inhibitive metal primer and two finish coats of pro industrial urethane alkyd enamel paint or similar; color shall be White.

a) Handle: Heavy duty commercial “Crash-bar” type opening mechanism on inside of door with heavy duty handle on outside.

b) Hinges: Three heavy duty commercial grade stainless steel hinges per door with non-removable hinge pins.

c) Lock Set: Heavy Duty Commercial Type Entry Mortise Lockset, Front Door Keyed (stainless steel finish). Lockset shall be compatible to receive a Medeco removable core, coordinate with TPOC. Medeco removable core will be provided by the Government.

d) Threshold: Raised interior, extruded aluminum bumper threshold with neoprene seal or equal.

e) Door Holder/Closer: Stainless Steel Heavy Duty Grade 1 with hold-open feature.

ADA compliant; die cast aluminum allow body; heavy duty forged steel main arm; full rack and pinion construction; captivated valves; capable of delayed action; provide 120o door opening and alternate mounting 180o door opening; comply with UL 10C Positive Pressure Fire Test

f) Door Kick Plate: Stainless Steel

g) Drip Cap: ANSI/BHMA A156.22 Certified; composed of aluminum alloy 6063;

slotted screw holes for adjustment; mechanical attachment via stainless steel screws; 2 ½” wide by 1 ½” tall.

h) Finish: Provide hardware in stainless steel.

i) Door Swing Handing: Right Hand Reverse (RHR) – Key Outside

j) After installation, protect hardware from paint, stains, blemishes, and other damage until acceptance of work. Adjust hinges, locks, latches, holders, closers, and other items to operate properly. Demonstrate that keys operate locks.

Walls and Ceiling and Insulation: The finished interior of the buildings shall be ¾” thick painted plywood over metal stud walls; two coats of latex paint, semi-gloss bright white. A minimum of R-13 rigid insulation in the walls and R-19 rigid insulation in the ceiling.

Electric Service Panel Board Enclosure, Interior, & Surface Cover: Surface mounted 100 Amp single phase (120/240 VAC) service panel with 20 breaker spaces shall be mounted to an interior wall. Provide service panel with a 100 Amp main breaker, 10 - 20Amp breakers, and 8 – 15Amp breakers. The service panel board enclosure, interior, cover, and all connections shall be surface mounted. All circuits shall be identified on the panel. In accordance with the National Electric Code, ground all exposed non-current-carrying metallic parts of electrical conduits and raceways. Conduit and fittings for all interior conduits shall be Electrical Metallic Tubing (EMT). Conduit and fittings for all exterior conduits shall be Rigid Metallic Conduit. Conduit installed according to manufactures instructions. Split couplings are not acceptable. Minimum conduit size is ¾”. Provide wires and cables in accordance applicable requirements of NFPA 70 and UL. Minimum conductor size used for branch circuits shall be No. 12 AWG. Interior switches shall be NEMA 1.

Electric Outlets: Provide a total of (7) interior 20 Amp 120V specification grade duplex outlets, which shall be mounted 12” up from the floor located as shown on Figure 1. Installed utilizing surface mounted EMT conduits and steel boxes.

Lights: Provide (2) interior 4 ft LED lights which shall be mounted on the ceiling as depicted in Figure 1. The interior lights and conduits shall be surface mounted. Provide (1) exterior LED light which shall be mounted above the door and shall be outfitted with a photocell for automatic activation after sunset. Both interior and exterior lights shall have individual manual light switches located inside the building next to the door on the left hand side as depicted in Figure 1.

Building Penetrations/Entry Ports: Buildings shall have the following 4” penetrations through the walls that will be utilized by the Government during re-installation of telecom equipment after acceptance of the buildings. The rear wall shall have four 4” penetrations configured in a 1x4 pattern aluminum entry port panel. Each side wall shall have four 4” penetrations configured in a 1x4 pattern aluminum entry port panel. Rear and side wall penetrations shall be located approximately 8” down from the ceiling. Figure 1 shows the approximate location of entry port panels. Provide weather tight boot kits for all entry panel openings. The Contractor shall determine the size and locations of other penetrations needed to complete buildings. Other penetrations will be needed for cabling between the exterior mounted automatic transfer switch and interior electrical panel, the mini split HVAC equipment, exterior light over the door and for the grounding loop wires connection to interior plates.

Ceiling Mounted Cable Trays: Buildings shall have a 12” wide, 4” deep powder coated wire basket type cable tray system along the two side walls and back wall, with an additional tray system along the center of the building. Figure 1 shows the general layout of the cable trays.

The ceiling mounted cable trays shall be mounted using manufacturer recommended fasteners.

Cable trays shall be a minimum of 7’6” off the floor. Cable tray shall be grounded and bonded to the building.

Grounding and Bonding.

Provide three interior copper grounding plates. A copper grounding plate, 4”H x 20”W x 0.25”D shall be mounted on both side walls and rear wall where depicted on Figure 1. The copper grounding plate shall be mounted with standoffs from the wall.

Provide a ground copper ring with four 10 ft long by ¾” diameter rods driven into the soil located outside the new buildings near each corner. A copper No. 2/0 AWG or larger ground wire shall be connected to the rods and buried in a loop. The copper No. 2/0 AWG wire shall be connected to interior grounding plates. All bonding and grounding connectors shall be listed for the application. Any connections to ground rods below ground level must be by exothermic weld. Accessible connections above ground level can be accomplished by clamping. Install ground rods and loop approximately 4 feet beyond the perimeter of the building and at least beyond the drip line. Adjust location of rods and loop at accessible locations around other subsurface tower foundations and utilities.

Small Capacity Split System - Heat / Air-Conditioner:

Each new building shall have a new mini split HVAC system installed according to the manufacturer’s specifications. HVAC system shall be an air-cooled 18,000 BTU outdoor energy star rated single-zone air conditioning/heat pump, 18,000 BTU interior wall mounted head, and interconnecting refrigerant piping. System shall be rated to provide heat down as low as -13°F as measured by the outdoor unit. Provide insulated line set, line set cover duct, drain tubing, disconnect box, and electrical whip kit, connecting wire, base pan heater, exterior wall bracket, interior wall mounted head, remote temperature sensor, and wired programmable remote controller thermostat. Provide a programable thermostat with upper and lower temperature set points, to allow for automatic operation of system to maintain internal temperature within set parameters. The outdoor heat pump unit shall be wall mounted to the side of the building a minimum of 2 feet off the ground using a heavy duty stainless steel wall bracket, rail, and anchors. Provide speed channel encasing cover duct over all insulated refrigerant lines. Provide a NEMA 4X disconnect switch.

Part 3 Execution:

Contractor’s work and responsibility includes all job scheduling, personnel, equipment, materials, supervision, and quality control necessary to perform the work. All onsite work shall be coordinated with the Technical Point of Contact prior to start.

Both buildings are located inside an existing security fence. The contractor can temporarily remove parts of the existing security fence as needed to accomplish this work. The security fence shall be reinstalled to the minimum of pre-existing conditions.

All disturbed areas shall be restored to the minimum of pre-existing conditions.

Contractor is responsible to provide bathroom facilities for workers at the work sites.

General:

Using the Figures and Photos as references, the Contractor shall establish functional layout of the pre-cast building, mini-split heat pump, and electrical service.

Contractor shall determine a plan for access to the sites, storage of materials, locations of contractor provided dumpsters.

All work on the electric service, conduits and cabling shall be performed by State licensed electricians. All HVAC work shall be performed in accordance with all State regulations. All equipment and crane operators shall be State licensed.

The Canal service roads have gates to control unauthorized vehicle access. The contractor will be provided a key to open the gates at the pre-construction conference. The contractor shall return the key to the government upon completion of the field work. The contractor shall ensure any gate unlocked for access is re-secured upon entry and exit. The contractor shall comply with the 10 miles per hour speed limit for all vehicles on the service roads and shall use caution when approaching Canal visitors.

1. Existing Work. Contractor shall be responsible for the protection of all existing structures, equipment, finishes, etc. not to be removed as part of this project, from damage during construction. Any items not included in the Statement of Work that are damaged or altered during construction shall be restored to their pre-construction condition at the contractor’s expense and verified as such by the Government TPOC.

2. The government will disconnect and remove all electronic equipment from the existing buildings. The contractor shall remove & dispose of existing buildings, equipment, service panels and appurtenances, and provide new as described in this contract.

3. Utilities: Contractor shall "Dig Safe" the work area prior to any subsurface work.

Government personnel will identify known subsurface utilities, conduits and structures that are near the work area. No utilities may be interrupted unless approved by the Government TPOC. All existing utilities shall be protected from damage.

4. Contractor shall mobilize personnel, equipment and containers to demolish the existing buildings. Existing buildings are metal clad with internal insulation. Existing buildings were made in the late 1980s and have no known asbestos. All equipment to be disconnected or connected shall be worked on de-energized.

5. The Contractor shall wire the building with an electric service panel, lights, outlets, and wall mounted mini split, as specified here within. The service panel, lights, outlets, switches and associated conduits shall be surface mounted. Run all electrical wiring and make all electrical connections in accordance with the manufacturer’s installation requirements and all national and state codes and regulations.

6. HVAC Installation: All work on the mini-split heat pump shall be performed by qualified personnel with verifiable credentials who are familiar with applicable code requirements.

The exterior mini-split heat pump shall be mounted to the exterior of the building approximately two 2 feet off the ground. The conduits to the service panel shall be surface mounted. Provide a NEMA 4X disconnect switch. Run all lines for refrigerant from the outside condensing unit through the building to the interior head. Install the programmable thermostat next to the door. Cover all exposed refrigerant lines, drain lines and control wiring with a UV resistant extruded PVC line set or equivalent cover & fittings. Charge all insulated refrigerant line sets between units with refrigerant in accordance with manufacturer’s recommendations. Pipe condensate drain to outdoors allowing for a positive drainage away from the building and foundation. Seal all penetrations made in exterior building walls with waterproof expanding foam sealant and mesh. Inspect and test mini split unit in accordance with manufacturer instructions.

Coordinate with the TPOC and demonstrate proper operation of the completed HVAC equipment.

7. Existing Backup Electrical Generator and Automatic Transfer Switch:

Contractor shall disconnect and protect the existing exterior mounted automatic transfer switch, disconnect switch, conduits and cabling. Reconnect and reinstall existing switches, conduits and cabling to make the backup generator fully operational.

The generator and automatic transfer switch shall be tested in accordance with the manufacturer’s instructions. The Government TPOC shall be notified in advance and witness tests. The system shall be tested in bypass, normal and emergency modes.

Government electricians will re-energize the main 208 volt single phase main feed cable as needed for testing.

At discretion of the Contractor, the existing electrical generator can be moved temporarily from its concrete pad as necessary to facilitate work. All work to move the generator shall be coordinated with the TPOC. Contractor is responsible for any costs to move the generator and all conduits/cabling.

At discretion of the Contractor, the existing propane gas line can be disconnected from the existing electrical generator as necessary to facilitate work on this contract. All work on the propane tank shall be coordinated with the TPOC and third-party vendor of the propane. Contractor is responsible for any costs to disconnect and reconnect the propane tank.

8. Disposal: Local regulations regarding hauling and disposal shall apply. Contractor shall properly dispose of all debris resulting from the construction work in accordance with all applicable laws and regulations. Contractor shall leave the entire site of the work in a neat and orderly condition. To the maximum extent practicable, segregate and recycle all metal debris generated by the work. Debris shall be removed and transported in such a manner that prevents spillage on streets or adjacent areas.

9. Closeout Procedures. Contractor shall coordinate with the TPOC for the following at the completion of the project:

a. A final inspection walkthrough of the project to ensure the work is completed in accordance with the Statement of Work.

b. Confirm the “O&M” Manuals have been accepted by the TPOC.

c. Confirm the Warranty Information for installed equipment and the building.

d. Complete Final Payment Forms and Certifications.

REPLACE TWO TELECOMMUNICATION BUILDINGS

U.S. ARMY CORPS OF ENGINEERS

CAPE COD CANAL PROJECT, BOURNE, MA

REPLACE TELECOMMUNICATIONS BUILDING 160

Photo 1 - Shows the location of Telecommunications Building at Site 160 with the existing building highlighted in green, located inside security fence enclosure.

Photo 2 – Shows Telecommunications Building at Site 160 looking West with the propane tank, generator and building.

REPLACE TELECOMMUNICATION BUILDING 160

Photo 3 – Shows Telecommunications Building at Site 160 looking North. The green building, air conditioner, and mini split to be removed and disposed by contractor. New building, mini split, and electrical service to be provided in-kind replacing this configuration. The existing automatic transfer switch shall be removed, protected and reinstalled on new building.

Photo 4 – Shows Telecommunications Building at Site 160 looking East. Green building and mini split to be removed and disposed by contractor. New building and mini split to be provided in-kind replacing this configuration.

REPLACE TELECOMMUNICATION BUILDING 160

Photo 5 – Shows Telecommunications Building at Site 160 looking South with the propane tank, generator and building.

REPLACE TELECOMMUNICATION BUILDING 260

Photo 6 - Shows the location of Telecommunications Building at Site 260 with the existing building highlighted in green, located on top of a hill inside security fence enclosure. Side access road has steep grade with limited operational/laydown area.

Photo 7 – Shows Telecommunications Building at Site 260 looking West with the propane tank, backup electrical generator and building. The green building, air conditioner, and mini split to be removed and disposed by contractor. New building, mini split, and electrical service to be provided in-kind replacing this configuration. The existing automatic transfer switch shall be removed and reinstalled on new building.

Photo 8 – Shows Telecommunications Building at Site 260 looking North. The green building, air conditioner, and mini split to be removed and disposed by contractor. New building, mini split, and electrical service to be provided in-kind replacing this configuration. The existing automatic transfer switch shall be removed and reinstalled on new building.

Photo 9 – Shows Telecommunications Building at Site 260 looking East. Green building and mini split to be removed and disposed by contractor. New building and mini split to be provided in-kind replacing this configuration.

Photo 10 – Shows Telecommunications Building at Site 260 looking South. Along with building, the window AC to be removed and disposed by contractor.

REPLACE TELECOMMUNICATION BUILDING 160 & 260

FIGURE 1

Figure 1 – Shows general required layout of the interior of new concrete buildings.

Notes:

• Cable Trays: 7’6” minimum above finished floor

• Entry Port Panels shall come with boot plugs covering each penetration tube.

• Duplex Outlets shall be on individual breakers, located ~ 2’ from corners.

• Remove and reinstall existing exterior mounted Automatic Transfer Switch and disconnect switch. Provide watertight building penetrations as necessary. Modify & extend conduits & cabling as necessary to make system fully functional.

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 300 dys. ANP 1 CAPE COD CANAL

TRAVIS GERMANO

40 ACADEMY DRIVE

BUZZARDS BAY MA 02532-1555

978-318-8550 FOB: Destination

961306

0002 300 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

FOB: Destination 961306

Section H - Special Contract Requirements

SECURITY REQUIREMENTS

The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the Technical Point of Contact NLT 5 calendar days after the completion of the training.

WAGE DETERMINATION

General Decision Number: MA20210001 07/30/2021

Superseded General Decision Number: MA20200001

State: Massachusetts

Construction Type: Building

Counties: Barnstable, Bristol, Dukes, Essex, Middlesex, Nantucket, Norfolk and Suffolk Counties in Massachusetts.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes and apartments up to and including 4 stories)

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.95 for calendar year 2021 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.95 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2021. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/01/2021 1 02/12/2021 2 03/19/2021 3 04/02/2021 4 04/30/2021 5 05/07/2021 6 07/16/2021 7 07/30/2021

ASBE0006-001 09/01/2020

Rates Fringes

Insulator/asbestos worker Includes the application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems

(ZONE A)...................$ 49.00 31.75

(ZONE B)...................$ 49.00 31.75

ZONES:

ZONE A

BARNSTABLE COUNTY (Brewster, Chatham, Dennis, Eastham, Harwich, Orleans, Provincetown, Truro, Wellfleet, Yarmouth) BRISTOL COUNTY (Easton), MIDDLESEX COUNTY, and NORFOLK COUNTY (Avon, Braintree, Brookline, Canton, Cohasset, Dedham, Dover, Foxborough, Holbrook, Medfield, Medway, Millis, Milton, Needham, Norfolk, Norwood, Quincy, Randolph, Sharon, Stoughton, Walpole, Wellesley, Westwood, Weymouth)

ZONE B

BARNSTABLE COUNTY (Barnstable, Bourne, Falmouth, Mashpee, Sandwich), BRISTOL COUNTY (All cities except Easton),and NORFOLK COUNTY (Bellingham, Franklin, Plainville)

ASBE0006-002 09/01/2020

BARNSTABLE (Brewster, Chatham, Dennis, Eastham, Harwich, Orleans, Provincetown, Truro, Wellfleet and Yarmouth); BRISTOL (Easton); ESSEX; MIDDLESEX; NORFOLK (Avon, Braintree, Brookline, Canton, Cohasset, Dedham, Dover, Foxboro, Holbrook, Hull, Medfield, Medway, Millis, Milton, Needham, Norfolk, Norwood, Quincy, Randolph, Sharon Stoughton, Walpole, Wellesley, Westwood, and Weymouth) AND SUFFOLK COUNTIES

Rates Fringes

HAZARDOUS MATERIAL HANDLER

(Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical systems whether they contain asbestos or not)....$ 49.00 31.75

ASBE0006-010 09/01/2020

BARNSTABLE (Barnstable, Bourne, Falmouth, Mashpee and Sandwich); BRISTOL (Acushnet, Attleboro city, Berkeley, Dartmouth, Dighton, Fairhaven, Fall river City, Freetown, Marion, Mansfield, New Bedford City, North Attleboro, Norton, Raynham, Rehoboth, Seekonk, Somerset, Swansea, Taunton City and Westport); DUKES; NANTUCKET; NORFOLK (Bellingham, Franklin, Plainville, and Wrentham); PLYMOUTH (Lakeville, Mattapoisett, Middleboro, Rochester and Wareham)

Insulator/asbestos worker (Includes the application of all insulating materials, protective coverings, coatings and finishes to all types of mechanical systems.)....$ 49.00 31.75

BOIL0029-001 01/01/2017

Rates Fringes

BOILERMAKER......................$ 42.42 24.92

BRMA0001-008 08/01/2019

FOXBORO CHAPTER

BRISTOL (Attleboro, Berkley, Dighton, Mansfield, North Attleboro, Norton, Raynham, Rehoboth, Seekonk, Taunton) AND NORFOLK (Bellingham, Canton, Dedham,…