Solicitation W912WJ24Q0162.pdf

CAPE COD CANAL

DAVID D'ANGELO

40 ACADEMY DRIVE

BUZZARDS BAY MA 02532-1555

TEL: 978-318-8507 FAX:

W13G86416387560001

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W912WJ24Q0162 09-Aug-2024 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)

23-Aug-2024(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

W912WJ24Q0162

Section B - Supplies or Services and Prices

INSTRUCTIONS TO VENDORS

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

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 SOLICITATION 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 28.102-2(b), the Contractor will be required to provide the following payment protections for all construction contracts at or above$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 $150,000.00 or above. 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 2: In accordance with FAR Part 28.102-2(c), the Contractor will be required to provide one of the following payment protections for all construction contracts $35,000.00 or above, but not exceeding $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.

**No Payment Protections Required for construction contracts less than $35,000**

NOTE 3:

QUOTATION INSTRUCTIONS:

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

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 a quote (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.

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 Unique Entity Identifier (UEI): _______________________________

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 Contractor 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 QUOTERS 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 Mashnee Dike Sand Berm Repairs

FFP

Contractor shall furnish all labor, materials, and equipment necessary to perform repairs to the Mashnee Dike, Bourne, MA in accordance with the Statement of Work.

FOB: Destination

MILSTRIP: W13G8641638756

PURCHASE REQUEST NUMBER: W13G86416387560001

PSC CD: Y1QA

NET AMT

Section C - Descriptions and Specifications

STATEMENT OF WORK

MASHNEE DIKE SAND BERM REPAIRS

CAPE COD CANAL PROJECT

U.S. ARMY CORPS OF ENGINEERS

BUZZARDS BAY, MA

I. General

1. Scope - Contractor shall furnish all labor, equipment, materials, services, and tools to perform repairs to Mashnee Dike in accordance with the following scope of work. The repair work consists of furnishing and installing 2,000 cubic yards of sand on Mashnee Dike to construct a new sand berm approximately 325 feet long that will adjoin an area of eroded sand dune. The new berm will be 25 feet wide at the top and slope down to the existing beach grade.

Dimensions and slopes of the new sand berm are shown on Figures 2 and 3. Work includes removal of the existing deteriorated erosion control fencing and installation of new erosion control fencing. Work includes furnishing and installation of new Cape American Beach Grass plants on the top of the new sand berm. All work shall be completed in accordance with the following Statement of Work.

2. Background - Mashnee Dike is in the town of Bourne, MA and is part of the Cape Cod Canal

Project owned and operated by the U.S. Army Corps of Engineers (USACE). Mashnee Road is a public road which traverses over the top of the dike and connects mainland Bourne to Mashnee Island. Mashnee Island has approximately 140 homes and Mashnee Road is the only access and egress route for Mashnee Island residents. Part of the dike has experienced severe erosion from wave action and storms. The objective of this statement of work is to define a construction project that makes an emergency repair to an area of dike that is most eroded and in danger of impacting the road. The area of repair is approximately 325 feet in length and will consist of replacing a sand berm that has been eroded over time. The sand material required for this dike repair is 2,000 cubic yards of sand.

3. Location - Mashnee Dike is in Bourne MA 02532. The repair area on the dike is shown on

Figure 1 and is located adjacent to Mashnee Road and an existing beach. Construction activities shall not prevent vehicular access along Mashnee Road. Construction activities may restrict Mashnee Road to one lane of travel as long as drivers are properly warned. Contractor is responsible for any signs, flagmen or police details that may be required for the work.

Storage space for contractor’s use is limited. No storage area at the immediate work area is available. A small storage area is available on USACE property located 0.33 miles west of the work site along Mashnee Road. This storage area is located through a gate on an access road to Hog Island. Contractor is responsible to provide adequate sanitation facilities for workers.

The work area on the dike is an environmentally sensitive area. Contractor shall inspect all equipment and materials used on the dike to prevent the release of any contaminants to the environment. Equipment may have to be removed from the work area daily. Security of equipment and materials is the Contractor’s responsibility.

4. Site Visit - Mashnee Dike is visible from the public road on the dike. Contractors are encouraged to inspect field conditions prior to providing a quote. No extra payment will be allowed for perceived additional work caused by unfamiliarity with site conditions and requirements. Contract quoters should inspect the area to confirm the proposed layout and to evaluate trucking route for sand delivery and access for equipment onto the beach for berm work. For questions on the location contact the Technical Point of Contact (TPOC) for the project, David D’Angelo at phone 978.318.8507 or email – david.m.d’angelo@usace.army.mil

5. Schedule – The Contractor shall commence work within twenty-one days from Notice to Proceed, prosecute work diligently, and complete all work no later than December 27, 2024.

Field work on this project shall not start prior to October 1, 2024.

All preconstruction submittals shall be submitted within twenty-one (21) days of contract award. The Government reserves up to twenty-one (21) days for review and acceptance on each submittal from the date of receipt. If revisions are necessary to the submittals, the Contractor shall make such revisions and shall be resubmitted to the Government in an acceptable form within fourteen (14) days of the Government’s response, unless additional time is granted by the Government in writing. No field work may proceed prior to the acceptance of preconstruction submittals. The intent is that the submittals will be submitted to the TPOC for review and approval so work may begin on or about October 1, 2024.

The hours available for work are, Monday to Friday 0800 through 1700 hrs. All work must be done during these hours unless additional hours are approved by the TPOC. No work shall be done on weekends or Government holidays.

Contractors quoting on this work, should note that the required completion date of 27 December 2024 is driven by environment conditions and may not be extended. Quoters are expected to have experience in coastal marine construction work and adequate personnel, equipment, and resources to perform the work within the allowable period of performance listed herein.

6. Safety Requirements

a. General:

All work shall be conducted in accordance with the U.S. Army Corps of Engineers (USACE) Safety and Occupational Health Requirements (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 electronically at the following link:

https://www.publications.usace.army.mil/Portals/76/EM%20385-1- 1%20_EFFECTIVE%2015March2024.pdf

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

b. Accident Prevention Plan (APP):

The Contractor shall prepare a site-specific Accident Prevention Plan. The APP must be written by a Competent Person (CP) and document the specific work processes, equipment, materials to be used, hazards and applicable control measures.

The mandatory ENG Form 6293 (Accident Prevention Plan Worksheet) must be submitted and accepted prior to beginning on site work:

https://www.publications.usace.army.mil/Portals/76/Eng_Form_6293_2023Aug31.pdf

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.

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

c. Activity Hazard Analysis (AHA):

An AHA shall be submitted and accepted for each definable feature of work (DFOW) in accordance with EM 385-1-1, Chapter 2-6. A DFOW is defined as any task, which is separate and distinct from other tasks, has separate control requirements, or is identified as different trades or disciplines. The AHA shall be continuously reviewed and revised to address changing site conditions as appropriate.

For a non-mandatory formatted outline of an AHA, see ENG Form 6206 (Activity Hazard Analysis) https://www.publications.usace.army.mil/Portals/76/Eng_Form_6206_2023Aug24.pdf

d. Site Safety and Health Officer (SSHO) Requirements:

The Contractor shall employ a minimum of one person to function as a Level 3, SSHO. A Level 3 SSHO is a designated Qualified Person (QP) or Competent Person (CP) with Safety and Occupational Health (SOH) responsibility that meets the requirements of EM 385-1-1, Chapter 2-3.b and 2-4.b.

Level 3 SSHOs must have training, knowledge, and/or experience identifying hazards and implementing controls for the work being performed.

The SSHO shall be present at the project site and be responsible for overseeing the implementation of the prime contractor’s SOH program. Contractor shall designate all SSHOs on a mandatory ENG Form 6282 (Site Safety and Health Officer Designation Letter):

https://www.publications.usace.army.mil/Portals/76/Eng_Form_6282_2023Aug28.pdf

e. First-Aid and CPR Personnel Requirements:

For shifts with multiple employees, provide at least two employees that are certified to administer First Aid and CPR. When employees work alone, they must be certified in First Aid and be provided an effective means of communication to call for assistance in the event of an emergency. Minimum First Aid and CPR qualifications are outlined in EM 385-1-1, Chapter 3-3.

f. Additional Personnel Requirements:

Other Competent Person (CP) or Qualified Persons (QP) may be required per EM 385-1- 1 and/or other sections of this Scope of Work, based on the definable features of work for this project.

g. Accident Reporting:

All accidents and near misses shall be investigated by the Contractor and reported to the Technical Point of Contact in accordance with EM 385-1-1, Table 2-1.

The mandatory ENG Form 3394 shall be completed and submitted to the Technical Point of Contact within seven (7) days of an incident:

https://www.publications.usace.army.mil/Portals/76/Publications/EngineerForms/Eng_Fo rm_3394_2021Aug.pdf

h. Employee Exposure Data:

The Contractor shall electronically report total employee work hours (including subcontractors) to the Technical Point of Contact by close of business on the 10th calendar day of the following month.

7. Preconstruction Conference -

Prior to the start of any work, the Technical Point of Contact will schedule and conduct a “Pre-Construction Conference”. The Contractor’s Project Manager and Quality Control Personnel will be physically present to attend this meeting. The Contractor shall directly oversee all work on the project and the Project Manager and Quality Control Personnel shall have the authority to act on behalf of the Contractor. This conference will be held at the 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 procedures that will be followed by the Government in its administration of the contract, and to discuss the performance that will be expected from the Contractor. This conference will allow the Contractor an opportunity to ask questions about the Government’s administration and inspection of contract work or obtain other pertinent information that might be required. At the Pre-Construction conference the Contractor shall provide the name of the project superintendent with a telephone number for project coordination.

During this Pre-Construction Conference The TPOC will 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.

8. Permits – USACE is responsible for coordination with State environmental agencies to obtain approval to perform the berm repairs according to this scope. The Contractor shall, without additional expense to the Government, be responsible for obtaining any other 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. Contractor Conduct - The work area is located on Federal property. Contractor and employees must always act in a professional manner. Alcohol and firearms are prohibited on project grounds.

9. Payment – Payment shall be made after final inspection and acceptance by the Government, the Contractor must submit an invoice, utilizing Form ENG 93, to the TPOC. The invoice shall include the name of the contractor (as per SAM registration), invoice date, contract number, dates of service, description of work, and total amount due. For jobs greater than 30 days the contractor may request progress payments. Invoices may be emailed to:

US Army Corps of Engineers Cape Cod Canal Field Office P.O. Box 1555 Buzzards Bay, MA 02532 Attn: Phoebe Chu phoebe.l.chu@usace.army.mil

II. Technical Requirements:

Part 1 General:

1. Summary - Contractor’s work and responsibility includes all job scheduling, personnel, equipment, materials, supervision, and quality control necessary to perform the repair work on Mashnee Dike within the required period of performance. The new sand berm shall be constructed of 2,000 cubic yards of clean sand with dimensions, grades and features as described by this scope.

2. Submittals - – Although the Government reviews submissions required by this Statement of

Work, it is emphasized that the Contractor’s work must be completed using proper internal controls and review procedures. The Government reserves up to twenty-one (21) days for review and acceptance on each submittal/resubmittal from the date of receipt. If revisions are necessary to the submittals, the Contractor shall make such revisions and shall resubmit to the Government in acceptable form within fourteen (14) days of the Government’s response, unless additional time is granted by the Government in writing.

The documents identified below must be prepared in accordance with the applicable standards, submitted to the TPOC for review and accepted by the Government.

a. Pre-Construction: Submitted within twenty-one (21) days of notice to proceed.

Submittals must be accepted prior to the commencement of any field work.

i. Accident Prevention Plan (ENG Form 6293)

ii. Activity Hazard Analysis

iii. Site Safety and Health Officer Designation Letter (ENG Form 6282)

iv. Safety Data Sheets

v. First-Aid, CPR Certifications

vi. Schedule

vii. Sand Material - Name and location of supply source for sand that complies with requirements listed in Part 2 - Materials. Contractors are required to submit results of a recent grain size analysis, general information and a 5-gallon sample of the proposed sand source.

viii. Fence Materials – Name of source and description of posts, slats, fasteners, wire, installation details for erosion control fence that complies with requirement listed in Part 2 - Materials

ix. Beach Grass - Name and location of supply source for Cape American Beach Grass that complies with requirements list in Part 2 Materials.

b. Other Submittals –

i. Truck load Sheets

3. Omissions - This statement of work may not cover all specified activities, steps, and procedures required to perform the work. 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.

4. Quality Control and Quality Assurance - The contractor is responsible for the quality control of the contract work. The government has the right to perform quality assurance inspections at all times during performance of the work.

5. Receiving and Storing Materials - Storage areas for materials, equipment and dumpsters will be coordinated with the TPOC. 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 materials. Materials delivered to the site shall not be left obscuring vehicle traffic on Mashnee Road.

6. 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 and shall clean up the job site to the satisfaction of the TPOC for the Government.

Part 2 Materials:

All materials shall be approved by the TPOC prior to installation and be free of contaminants.

1. Sand Material – 2,000 cubic yards of sand are required. The sand shall be from a clean local commercial supplier of good quality and uniform sand materials appropriate for sand dune and beach nourishment. The sand shall be similar to the existing sand on the beach in terms of color and grain size. Results of a grain size analysis performed on the existing Mashnee Dike sand are shown on Figure 5. Sand shall be dry screened to remove stones over ¼”. The source of sand must be accepted by the TPOC.

2. Erosion Control Fence – 900 linear feet of new fence is required for the new berm. New fence shall be 4-foot-high wood slat fence with 6-foot steel posts. Wood slats shall be woven together with 13-gauge galvanized wire. Wood slat is approximately 3/8" thick, 1-1/2" wide, and 48" long and cut square on both ends. Wood fence slats spaced approximately 2-1/2" apart held by 13-gauge galvanized wire with five horizontals rows of two wires each, spaced approximately 10" apart vertically. Fence held upright on 6-foot-long steel T-Posts driven into the ground. Spacing of posts and fastening of fence shall be according to the fence manufacturer’s installation instructions. Post dimensions shall be 6' T-Post at 1.25 lb/ft.

3. Beach Grass – Freshly harvested and live beach grass to cover 8,125 square feet of new sand berm with one plant for every one square foot of berm area. Beach grass shall be Cape American Beach Grass (Ammophila Breviligulata) from a good quality commercial supplier of beach grass materials. Supplier shall have written instructions for recommended installation procedures.

Part 3 Execution:

General:

All onsite work shall be coordinated with the TPOC prior to start. Work shall be performed in a safe manner that protects both workers and the general public from hazards and prevents the release of any contaminants to the environment. Work shall proceed with sufficient personnel and equipment to minimize impacts to the public road on the dike. All access to the beach shall be in strict compliance with the dates and times listed in general paragraph 5 - Schedule. All beach access shall minimize disturbance to existing vegetation on the dune and avoid impacts to any nesting shore birds or other wildlife. Work areas on the Dike shall be left neat and free of any debris. All construction work shall be done in the dry above the tide level. Tide chart information can be obtained from the TPOC. There are existing utilities located adjacent to the work area that shall be protected during construction. The contractor shall coordinate with Dig Safe to check for and avoid utilities. Contractor shall prevent damage to the pavement of Mashnee Road from any heavy equipment and trucks. The work area shall be maintained neat and orderly with any construction debris picked up on a daily basis.

Contractor is required to perform some minor clearing, grubbing, grading and potential movement of debris encountered during sand installation work. Collection and proper off-site disposal of the existing wood slat fencing that exists in the work area on the dike is included in the scope.

Sand Installation:

Using the Figures included in this scope, the contractor shall establish the layout of the sand placement area on the dike. The sand material shall be placed, spread in 1-foot-thick layers and thoroughly compacted by appropriate mechanical means. The berm shall have smooth transitions with the existing beach. The top of the berm shall be relatively smooth with a slight pitch to allow for surface drainage towards the water. The proposed layout shall be approved by the onsite Government representative.

Contractor is responsible to install a temporary access ramp from Mashnee Road onto the beach to deliver, spread and compact sand. Materials used for the temporary ramp shall be kept delineated from the existing dike materials. The location, size and any materials used for the temporary access ramp shall minimize long term impact on the existing dike and vegetation.

The Contractor is responsible to prevent any migration of access ramp materials onto the beach during rain and tidal events. Contractor shall completely remove the temporary access ramp and restore the area as it exists prior to construction.

The new sand placement area shall be approximately 325 feet in length by 46 feet in total width.

The berm shall have dimensions as shown on Figures 2 and 3. Berm shall be approximately 10.5 feet high with a width of 25 feet on top. From the top, the berm shall slope down at 1:3 slope to meet the existing beach profile. Each end of the berm will have a transition area where the dimensions of the new berm will be gradually tapered down to meet the existing beach at either end.

Trucks delivering sand to the dike should be sequenced to allow for local traffic to pass the work site on Mashnee Road. Trucks traveling west on Mashnee Road should use the access road to Hog Island to turn and reverse direction.

Contractor shall submit documentation for each truck load of sand delivered that correctly indicates the quantity of sand delivered. Documentation, at a minimum, needs to include date, time, quantity of sand, and truck #. The Contractor is responsible to confirm that the total quantity of sand delivered complies with the contract requirements.

All dike areas disturbed by the work shall be raked smooth.

Existing Drainage Swale:

There is an existing drainage swale lined with rock located in the work area that drains rainfall from Mashnee Road. This drainage swale shall remain functional during construction.

Erosion Control Fence Installation:

The existing erosion control fencing and posts in the work area shall be removed and properly disposed offsite by the Contractor. After completion of the sand berm installation, new erosion control fencing shall be installed to protect the new berm. New fence shall be 4’ high wood slat fence with 6’ long T-posts driven into the ground. The layout of new erosion control fence is shown on Figure 4. The spacing of posts and fastening of fence shall be according to the fence manufacturer’s installation instructions.

Beach Grass Installation Beach grass plants shall be delivered, stored, handled, and planted according to the supplier’s recommendations. Plants delivered to the site shall have their root systems kept moist until they are planted and shall be planted soon after delivery. A Beach grass “plant” is defined as having 2 stems or culms. Beach grass plants shall be planted 6”- 8” deep over the entire top of the new sand berm. Plants shall be spaced 12” apart in rows with spacing of rows 12” apart from each other. Spacing provides 1 plant for every 1 square foot of top of sand berm.

ATTACHMENTS

PLEASE REFER TO THE ATTACHMENTS INCLUDED WITH THIS SOLICITATION FOR ADDITIONAL

INFORMATION.

MASHNEE DIKE SAND BERM REPAIRS

CAPE COD CANAL PROJECT

U.S. ARMY CORPS OF ENGINEERS

BUZZARDS BAY, MA

Figures and Informational Photos

Figure 1

Figure 1 shows general location of Mashnee Dike on the west end of the Cape Cod Canal

Project.

Figure 2

Figure 2 shows the location and general layout of new sand berm and existing rock drainage swale.

Figure 3

Figure 3 shows a section view of the new sand berm.

Figure 4

Figure 4 shows general location of new erosion control fence to protect the new sand berm.

Figure 5

Figure 5 shows grain size analysis of existing sand on Mashnee Dike.

MASHNEE DIKE SAND PLACEMENT

Informational Photos:

Photo 1 – Shows existing conditions looking east from the drainage swale.

Photo 2 – Shows existing conditions looking west on Mashnee Road.

Photo 3 – Shows existing conditions looking east on Mashnee Road.

Photo 4 shows typical layout of newly planted Cape American Beach Grass.

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 27-DEC-2024 1 CAPE COD CANAL

DAVID D'ANGELO

40 ACADEMY DRIVE

BUZZARDS BAY MA 02532-1555

978-318-8507 FOB: Destination

961306

Section H - Special Contract Requirements

SECURITY REQUIREMENTS

General security requirements and guidance: The security requirements described below apply to all contract personnel (including employees of the prime Contractor (“Contractor”) and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (eg., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts. The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as “RAMs”), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures –this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clauses of this contract, should FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

Suspicious Activity Reporting training (e.g. iWATCH, CorpsWatch, or See Something, Say Something): All contract personnel shall receive initial and annual refresher training from the RA representative on the local suspicious activity reporting program. This locally developed training provides contract personnel with general information on suspicious behavior, and guidance on reporting suspicious activity to the project manager, security representative or law enforcement entity.

WAGE DETERMINATION

General Decision Number: MA20240008 07/05/2024

Superseded General Decision Number: MA20230008

State: Massachusetts

Construction Types: Heavy (Heavy and Marine)

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

HEAVY AND MARINE CONTRUCTION PROJECTS

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).

|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $17.20 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 2024. | |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $12.90 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours spent performing on | | | that contract in 2024. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/05/2024 1 01/19/2024 2 02/09/2024 3 03/01/2024

4 03/22/2024 5 05/31/2024 6 06/21/2024 7 07/05/2024

BOIL0029-001 01/01/2021

Rates Fringes

BOILERMAKER......................$ 45.87 29.02

BRMA0001-011 02/01/2023

FOXBORO CHAPTER

BRISTOL (Attleboro, Berkley, Dighton, Mansfield, North Attleboro, Norton, Raynham, Rehoboth, Seekonk, Taunton);

NORFOLK, (Bellingham, Canton, Dedham, Foxboro, Franklin, Norfolk, Norwood, Plainville, Sharon, Walpole, Westrwood, Wrentham); and PLYMOUTH (Lakeville)

Rates Fringes

Bricklayer/Cement Mason..........$ 60.35 34.40

BRMA0001-012 02/01/2023

LOWELL CHAPTER

MIDDLESEX (Acton, Ashby, Ayer, Bedford, Billerica, Boxboro, Carlisle, Chemsford, Dracut, Dunstabale, Ft Devens, Groton, Littleton, Lowell, North Acton, Pepperell, Shirley, South Acton, Tewksbury, Townsend, Tyngsboro, West Acton, Westford, Wilmington)

BRICKLAYER.......................$ 58.21 33.71

BRMA0001-013 08/01/2023

LOWELL CHAPTER

MIDDLESEX (Ashland, Framingham, Holliston, Hopkinton, Hudson, Maynard, Natick, Sherbvorn, Stow); and NORFOLK (Medfield, Medway, Millis)

BRICKLAYER.......................$ 62.40 34.40

BRMA0003-001 08/01/2023

Rates Fringes

Marble & Tile Finisher...........$ 47.89 32.43 Marble, Tile & Terrazzo Workers..........................$ 62.42 34.37

TERRAZZO FINISHER................$ 61.34 34.21

BRMA0003-003 08/01/2023

BOSTON CHAPTER

MIDDLESEX (Arlington, Cambridge, Everett, Malden, Medford, Melrose, Somerville); NORFOLK (Brookline, Milton); and SUFFOLK

BRICKLAYER.......................$ 62.40 34.40

BRMA0003-011 08/01/2023

LYNN CHAPTER

ESSEX (Amesbury, Andover, Beverly, Boxford, Danvers, Essex, Georgetown, Gloucester, Groveland, Hamilton, Haverhill, Ipswich, Lawrence, Lynn, Lynnfield, Manchester, Marblehead, Merrimac, Methuen, Middleton, Nahant, Newbury, Newburyport, North Andover, Peabody, Rockport, Rowley, Salisbury, Salem, Saugus, Swampscott, Topsfield, Wakefield, Wenham, West Newbury); and MIDDLESEX (North Reading, Reading, Wakefield)

Bricklayer/Cement Mason..........$ 62.40 34.40

BRMA0003-012 08/01/2023

Rates Fringes

BRICKLAYER

WALTHAM CHAPTER -

MIDDLESEX (Belmont, Burlington, Concord, Lexington, Lincoln, Stoneham, Sudbury, Waltham, Watertown, Wayland, Weston, Winchester, Woburn).........$ 62.40 34.40

BRMA0003-014 08/01/2023

QUINCY CHAPTER

PLYMOUTH COUNTY (Abington, Bridgewater, Brockton, Carver, Duxbury, East Bridgewater, Halifax, Hanover, Hanson, Hingham, Hull, Kingston, Marshfield, Middleboro, Norwell, Pembroke, Plymouth, Rockland, Scituate, West Bridgewater, Whitman)

BRMA0003-025 08/01/2023

NEW BEDFORD CHAPTER

BARNSTABLE; BRISTOL (Acushnet, Darmouth, Fairhaven, Fall River, Freetown, New Bedford, Somerset, Swansea, Westport); DUKES;

NANTUCKET; PLYMOUTH (Marion, Mattapoisett, Rochester, Wareham)

BRMA0003-033 08/01/2023

NEWTON CHAPTER

MIDDLESEX (Newton); NORFOLK (Dover, Needham, Wellesley)

Bricklayer, Plasterer............$ 62.40 34.40

CARP0056-001 08/01/2023

All of SUFFOLK COUNTY; and those areas of BARNSTABLE, BRISTOL, ESSEX, MIDDLESEX, NORFOLK, and PLYMOUTH COUNTIES situated INSIDE Boston Beltway (I-495) and North of Cape Cod Canal. ALL of DUKES and NANTUCKET COUNTIES

PILEDRIVERMAN....................$ 53.11 35.10

CARP0056-002 08/01/2022

The areas of BARNSTABLE, BRISTOL, PLYMOUTH, and NORFOLK COUNTIES situated OUTSIDE Boston Beltway (I-495) and South of Cape Cod Canal

PILEDRIVERMAN....................$ 48.34 34.10

CARP0056-003 08/01/2022

Those areas of ESSEX and MIDDLESEX COUNTIES situated OUTSIDE Boston Beltway (I-495)

PILEDRIVERMAN....................$ 45.74 34.10

CARP0056-004 08/01/2022

Rates Fringes

DIVER TENDER.....................$ 52.15 34.10

DIVER............................$ 68.70 35.57

CARP0327-002 03/01/2024

MIDDLESEX (Belmont, Cambridge, Everett, Malden, Medford, Somerville); NORFOLK (Brookline, Dedham, Milton); AND SUFFOLK

COUNTIES

CARPENTER........................$ 57.20 31.04

CARP0339-002 03/01/2024

BRISTOL (Attleborough, North Attleborough); ESSEX; MIDDLESEX (Except Belmont, Cambridge, Everett, Malden, Medford, Somerville); AND NORFOLK (Bellingham, Braintree, Canton, Cohassett, Foxboro, Franklin, Medfield, Medway, Millis, Needham, Norfolk, Norwood, Plainville, Quincy, Sharon, Walpole, Wellesley, Westwood, Weymouth, Wrentham) COUNTIES

CARPENTER........................$ 46.86 30.94

CARP0346-001 03/01/2024

NORFOLK (Braintree, Quincy, Cohasset, Weymouth, etc.) PLYMOUTH (Duxbury, Hanover, Hull, Hingham, Marshfield, Norwell, Pembroke Rockland, Scituate)

CARPENTER........................$ 46.86 30.94

CARP0624-002 09/01/2017

DUKES; NANTUCKET

Rates Fringes

CARPENTER........................$ 46.43 28.35

CARP0624-006 09/01/2017

BARNSTABLE; BRISTOL (Except Attleboro & North Attleboro);

NORFOLK (Avon, Holbrook, Randolph, Stoughton); PLYMOUTH (Bridgewater, Kingston, Lakeville, Middleboro, Plymouth, S.

Hanover, Whitman)

CARPENTER........................$ 39.28 27.90

CARP1121-001 01/01/2024

SUFFOLK COUNTY

Rates Fringes

MILLWRIGHT.......................$ 48.03 33.49

CARP1121-005 01/01/2024

BARNSTABLE, BRISTOL, DUKES, ESSEX, MIDDLESEX, NANTUCKET,

NORFOLK and PLYMOUTH COUNTIES

MILLWRIGHT.......................$ 42.76 33.24

ELEC0096-001 09/03/2023

MIDDLESEX (Ashby, Ashland, Ayer, Ft. Devens, Groton, Hopkinton, Hudson, Marlboro, Pepperell, Shirley, Stow, Townsend)

ELECTRICIAN......................$ 45.99 33.06

Teledata System Installer........$ 34.49 31.44

ELEC0099-001 06/01/2021

BRISTOL (Attleboro, North Attleboro, Seekonk)

Rates Fringes

ELECTRICIAN......................$ 43.61 54.71%

Teledata System Installer........$ 31.21 13.1%+14.93

ELEC0103-002 03/01/2024

ESSEX (Amesbury, Andover, Boxford, Georgetown, Groveland, Haverhill, Lawrence, Merrimac, Methuen, Newbury, Newburyport, North Andover, Rowley, Salisbury, West Newbury); MIDDLESEX (Bedford, Billerica, Boxboro, Burlington, Carlisle, Chelmsford, Dracut, Dunstable littleton, Lowell, North Reading, Tewksbury, Tyngsboro, Westford, Wilmington)

ELECTRICIAN......................$ 61.86 36.14

ELEC0103-004 03/01/2024

ESSEX (Beverly, Danvers, Essex, Gloucester, Hamilton, Ipswich, Manchester, Marblehead, Middleton, Peabody, Rockport, Salem, Topsfield, Wenham)

ELEC0103-005 03/01/2024

ESSEX (Lynn, Lynnfield, Nahant, Saugus, Swampscott); MIDDLESEX (Acton, Arlington, Belmont, Cambridge, Concord, Everett, Framingham, Holliston, Lexington, Lincoln, Malden, Maynard, Medford, Melrose, Natick, Newton, Reading, Sherborn, Somerville, Stoneham, Sudbury, Wakefield, Waltham, Watertown, Wayland, Weston, Winchester, Woburn); NORFOLK (Bellingham, Braintree, Brookline, Canton, Cohasset, Dedham, Dover, Foxboro, Frankloin, Medfield, Medway, Millis, Milton, Needham, Norfolk, Norwood, Quincy, Sharon, Walpole, Wellesley, Westwood, Weymouth, Wrentham); PLYMOUTH (Hingham and Hull);SUFFOLK

ELEC0104-001 08/29/2022

Rates Fringes

Line Construction:

Cableman....................$ 53.06 28.49+A Equipment Operator..........$ 45.10 25.20+A Groundman...................$ 29.18 12.10+A Lineman.....................$ 53.06 28.49+A

A. PAID HOLIDAYS: New Year's Day; Memorial Day;

Independence Day; Labor Day; Thanksgiving Day; Christmas Day and Columbus Day, provided the employee has been employed 5 working days prior to any one of the listed holidays.

ELEC0223-002 09/01/2023

BARNSTABLE, BRISTOL (Except Attleboro, North Attleboro, Seekonk); DUKES; NANTUCKET; PLYMOUTH (Except Hingham and Hull Twps); NORFOLK (Avon, Halbrook, Randolph, Sloughton)

ELECTRICIAN......................$ 47.87 29.92

ENGI0004-009 06/01/2024

Power equipment operators:

Group 1.....................$ 56.03 32.75 Group 2.....................$ 55.41 32.75 Group 3.....................$ 36.17 32.75 Group 4.....................$ 45.23 32.75 Group 5.....................$ 24.71 32.75 Group 6.....................$ 30.28 32.75

HOURLY PREMIUM FOR BOOM LENGTHS (Including Jib):

Over 150 ft. +2.18 Over 185 ft. +3.84 Over 210 ft. +5.39 Over 250 ft. +8.16 Over 295 ft. +11.29 Over 350 ft. +13.14

FOOTNOTE FOR POWER EQUIPMENT OPERATORS:

A. PAID HOLIDAYS: New Year's Day, Washington,s Birthday, Labor Day, Memorial Day, Independence Day, Patriot's Day, Columbus Day, Veteran's Day, Thanksgiving Day, Christmas Day

POWER EQUIPMENT OPERATORS CLASSIFICATIONS [HEAVY

CONSTRUCTION]

GROUP 1: Power shovel; crane; truck crane; derrick; pile driver; trenching machine; mechanical hoist pavement breaker; cement concrete paver; dragline; hoisting engine;

three drum machine; pumpcrete machine; loaders; shovel dozer; front end loader; mucking machine; shaft hoist;

steam engine; backhoe; gradall; cable way; fork lift;

cherry picker; boring machine; rotary drill; post hole hammer; post hole digger; asphalt plant on job site;

concrete batching and/or mixing plant on job site; crusher plant on job site; paving concrete mixer; timber jack GROUP 2: Sonic or vibratory hammer; grader; scraper; tandem scraper; bulldozer; tractor; mechanic - maintenance; York rake; mulching machine; paving screed machine;stationary steam boiler; paving concrete finishing machine; grout pump; portable steam boiler; portable steam generator;

roller; spreader; asphalt paver; locomotives or machines used in place thereof; tamper (self propelled or tractor-draw); cal tracks; ballast regulator;rail anchor machine; switch tamper; tire truck GROUP 3: Pumps (1-3 grouped); compressor; welding machines (1-3 grouped); generator; sighting plant; heaters (power driven, 1- 5); syphon-pulsometer; concrete mixer; valves controlling permanent plant air steam, conveyor, wellpoint system (operating) GROUP 4: Assitant engineer (fireman) GROUP 5: Oiler (other than truck cranes and gradalls) GROUP 6: Oiler (on truck cranes and gradalls)

IRON0007-001 03/16/2024

AREA 1: BRISTOL (Easton); ESSEX (Beverly,Gloucester,Lynn, Lynnfield, Manchester,Marblehead, Nahant, Rockport, Salem, Saugus, Swampscott); MIDDLESEX (Arlington, Bedford, Belmont, Burlington, Cambridge, Carlisle, Concord, Dunstable, Everett, Framingham, Lexington, Lincoln, Malden, Maynard, Medford, Melrose, Natick, Newton, Reading, Sherborn, Somerville, Stoneham, Sudbury, Wakefield, Waltham, Watertown, Wayland, Weston, Winchester, Woburn); NORFOLK (Except Medway); PLYMOUTH (Abington, Bridgewater, Brocton, Duxbury, East Bridgewater, Halifax, Hanover, Hanson, Hingham, Hull, Kingston, Marshfield, Norwell, Pembroke, Plymouth, Plympton, Rockland, Scituate, West Bridgewater, Whitman); SUFFOLK

AREA 2: ESSEX (Amesbury, Andover, Boxford, Danvers, Essex, Georgetown, Hamilton, Haverhill, Ipswich, Lawrence, Merrimac, Methuen, Newbury, Newburyport, North Andover, Rowley, Salisbury, Topsfield, Wenham, West Newbury); MIDDLESEX (Action,Billerica, Chelmsford, Dracut, Groton, Groveland, Littleton, Lowell, Middleton, North Reading, Pepperell, Tewksbury, Tyngsboro, Westford, Wilminton)

IRONWORKER

AREA 1......................$ 54.68 36.48

AREA 2......................$ 50.27 36.48

IRON0007-010 03/16/2024

MIDDLESEX (Ashby, Ashland, Ayer, Boxboro, Holliston, Hopkinton, Hudson, Marlboro, Shirley, Stow, Townsend); NORFOLK (Medway)

IRONWORKER.......................$ 54.38 36.48

* IRON0037-002 03/16/2024

BARNSTABLE; BRISTOL (Acushnet, Attleboro, Berkley, Dartmouth, Dighton, Fairhaven, Fall River, Freetown, Mansfield, New Bedford, North Attleboro, Norton, Raynham, Rehoboth, Seekonk, Somerset, Swansea, Taunton, Westport); DUKES; NANTUCKET;

NORFOLK (Billingham, Franklin, Plainville, Wrentham); PLYMOUTH (Lakeville, Marion, Mattapoisett, Middleboro, Rochester, Wareham)

IRONWORKER.......................$ 40.75 32.83

LABO0022-006 12/01/2021

SUFFOLK COUNTY (Boston, Chelsea, Revere, Winthrop, Deer & Nut Islands); MIDDLESEX COUNTY (Arlington, Belmont, Burlington, Cambridge, Everett, Malden, Medford, Melrose, Reading, Somerville, Stoneham, Wakefield, Winchester, Winthrop and Woburn only); NORFOLK COUNTY (Brookline, Dedham, and Milton only)

Laborers:

GROUP 1.....................$ 41.18 27.52

GROUP 2.....................$ 41.43 27.52

GROUP 3.....................$ 41.93 27.52

GROUP 4.....................$ 42.18 27.52

GROUP 5.....................$ 24.50 27.52

GROUP 6.....................$ 43.18 27.52

LABORERS CLASSIFICATIONS

GROUP 1: Laborers; carpenter tenders; cement finisher tenders

GROUP 2: Asphalt raker; fence and guard rail erector; laser beam operator; mason tender; pipelayer; pneumatic drill operator; pneumatic tool operator; wagon drill operator

GROUP 3: Air track operator; block paver; rammer; curb setter

GROUP 4: Blaster; powderman

GROUP 5: Flagger

GROUP 6: Asbestos Abatement; Toxic and Hazardous Waste Laborers

LABO0022-012 12/01/2021

Counties of BARNSTABLE; BRISTOL; DUKES; ESSEX; NANTUCKET;

PLYMOUTH; MIDDLESEX (With the exception of Arlington, Belmont, Burlington, Cambridge, Everett, Malden, Melrose, Reading, Somerville, Stoneham, Wakefield, Winchester, Winthrop and Woburn); NORFOLK (With the exception of Brookline, Dedham, and Milton)

Laborers:

GROUP 1.....................$ 35.41 26.59

GROUP 2.....................$ 35.66 26.59

GROUP 3.....................$ 36.16 26.59

GROUP 4.....................$ 36.41 26.59

GROUP 5.....................$ 24.50 26.59

GROUP 6.....................$ 37.41 26.59

LABORERS CLASSIFICATIONS

GROUP 1: Laborers; carpenter tenders; cement finisher tenders

GROUP 2: Asphalt raker; fence and guard rail erector; laser beam operator; mason tender; pipelayer; pneumatic drill operator; pneumatic tool operator; wagon drillperator

GROUP 3: Air track operator; block paver; rammer; curb setter; hydraulic & similar self powere drills

GROUP 4: Blaster; powderman

GROUP 5: Flagger

GROUP 6: Asbestos Abatement; Toxic and Hazardous Waste Laborers

LABO0022-013 12/01/2021

Rates Fringes

Laborers:

(FREE AIR OPERATION):

SHIELD DRIVEN AND LINER

PLATE IN FREE AIR)

GROUP 1....................$ 45.48 28.02

GROUP 2....................$ 45.48 28.02

(OPEN AIR CASSONS,

UNDERPINNING AND TEST

BORING INDUSTRIES):

TEST…