Solicitation W912WJ20Q0111.pdf

FRANKLIN FALLS DAM PROJ

TIA MERCER

46 GRANITE DRIVE

FRANKLIN NH 03235-0340

TEL: (978) 318-8323 FAX:

W13G86009845820001

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W912WJ20Q0111 24-Jul-2020 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)

07-Aug-2020(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

W912WJ20Q0111

Section B - Supplies or Services and Prices

INSTRUCTIONS TO OFFERORS

*RECORDED SITE VISIT WILL BE CONDUCTED AND MADE AVAILABLE TO INTERESTED VENDORS.

INSTRUCTIONS ON OBTAINING THE VIDEO(S) OF THE SITE WILL BE INCLUDED IN AN

AMENDMENT TO THE SOLICITATION.

*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.

THE BID SCHEDULE MUST BE COMPLETED AND SUBMITTED FOR A QUOTE TO BE

CONSIDERED COMPLETE.

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 70 Square

Foot

FFD Bridge Deck Fascia Repairs

FFP

Contractor shall furnish all labor, materials, and equipment required to repair cracks, spalls, and sections of deteriotated concrete (2-inch to 6-inch depth) on the fascia of the Service Bridge at Franklin Falls Dam, Franklin, NH, in accordance with the Statement of Work.

FOB: Destination

MILSTRIP: W13G8600984582

PURCHASE REQUEST NUMBER: W13G86009845820001

PSC CD: Y1QA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 80 Linear

Foot

FFD Concrete Deck Repairs

FFP

Contractor shall furnish all labor, materials, and equipment required to repair cracks, spalls, and sections of deteriotated concrete on the concrete deck (at railing posts) of the Service Bridge at Franklin Falls Dam, Franklin, NH, in accordance with the Statement of Work.

FOB: Destination

MILSTRIP: W13G8600984582

PURCHASE REQUEST NUMBER: W13G86009845820001

PSC CD: Y1QA

NET AMT

Section C - Descriptions and Specifications

STATEMENT OF WORK

SERVICE BRIDGE CONCRETE REPAIRS

U.S. ARMY CORPS OF ENGINEERS

FRANKLIN FALLS DAM

FRANKLIN, NEW HAMPSHIRE

Statement of Work

I. General:

1. Scope – Furnish all labor, materials and equipment necessary to repair cracks, spalls, and sections of deteriorated concrete on the Service Bridge located at the Franklin Falls Dam in Franklin, New Hampshire. The majority of concrete repairs are in areas with significant fall hazards.

2. Location – The Franklin Falls Dam is located at 46 Granite Drive in Franklin, New Hampshire.

3. Site Visit – A recorded site visit will be posted. Instructions for accessing the video(s) of the recorded site visit will be provided to interested vendors.

4. Schedule – The work shall be completed no later than 120 days from Notice to Proceed.

Work shall commence within 14 calendar days of the issuance of the Notice to Proceed.

Work shall be performed Monday through Friday 7:00 AM to 3:30 PM unless otherwise approved by the Technical Point of Contact. No work shall be done on weekends or Government holidays.

5. Safety Requirements – 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 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 Headquarters USACE website under publications using the following link:

http://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.

a. Accident Prevention Plan:

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, Section K.

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 their 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 TPOC upon request.

b. Activity Hazard Analysis (AHA):

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.

NOTE: 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 inspections.

Procedures for disinfecting project sites in accordance with CDC guidelines.

Site specific measures to practice social distancing while working on the project.

Employee training on the signs, symptoms, and protection measures in accordance with CDC guidelines.

A list of PPE to be used in accordance with CDC and state guidelines.

c. Emergency Response:

Emergency procedures shall be documented in the Accident Prevention Plan and will include a map with directions to the nearest hospital, emergency contact numbers, and onsite First Aid/CPR responders.

d. Required Personnel:

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 30 Hour OSHA training.

In addition, when emergency medical services are not accessible within five (5) minutes of the work location and there are two (2) or more workers onsite, at least two (2) employees shall have (in-person) training in First Aid and CPR. Minimum qualifications are listed in EM 385-1-1, Section 03.A.02.c.

*Note: Other Competent or Qualified Persons may be required per EM 385-1-1 and/or other sections of this Statement of Work, based on the characteristics of the project*

e. Accident Reporting:

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 TPOC 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 TPOC. ENG Form 3394 shall be completed and submitted to the TPOC within five (5) working days of the incident.

The Contractor shall compile employee work hours (including subcontractors) and forward the total hours to the TPOC 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 TPOC shall be electronically.

6. Specific Safety Section-Fall Protection:

a. General: The requirements of this section are applicable to contractors when their employees are working at heights above 6 feet, exposed to fall hazards, and/or using fall protection equipment. Every Contractor is responsible for establishing, implementing and managing a fall protection program in accordance with EM 385-1-1, Section 21.

b. Submittals: A site-specific Fall Protection and Prevention Plan is required to be submitted and approved by the GDA prior to any work being completed at heights.

USACE will provide a non-mandatory, fillable template plan. However, the contractor is permitted to submit their own plan, at a minimum it must address the items listed in EM 385-1-1, Section 21.D.01:

i. Duties and responsibilities. Identify CPs and QPs and their responsibilities and qualifications;

ii. Description of the project or task performed;

iii. Training requirements to include safe use of fall protection equipment;

iv. Anticipated hazards and fall hazard prevention and control;

v. Location of anticipated anchorages that will be installed during the project;

vi. Rescue plan and procedures;

vii. Design of anchorages/fall arrest and horizontal lifeline systems:

viii. Inspection, maintenance and storage of fall protection equipment;

ix. Incident investigation procedures;

x. Evaluation of program effectiveness;

xi. Inspection and oversight methods employed

c. NOTE: It is realized that means of fall protection for the first person establishing anchorages can be difficult. In this situation, fall protection may not be required while the individual is installing the initial anchorage point. Once this is installed, fall protection is required. These activities need to be addressed in the AHA and Fall Protection and Prevention Plan.

d. Competent Person (CP): The person designated in writing by the employer to be responsible for immediate supervising, implementing and monitoring of the fall protection program, who through training, knowledge and experience in fall protection and rescue systems and equipment, is capable of identifying, evaluating and addressing existing and potential fall hazards and, who has the authority to take prompt corrective measures with regard to such hazards. The CP shall:

i. Be onsite at all times while work at height is being performed;

ii. Be trained in accordance with EM 385-1-1, Section 21.C.04, to include a minimum of 24 hour CP in fall protection training made up of classroom and practical hands-on components.

iii. Prepare, update, review and approve fall protection and prevention plans;

iv. Review procedures as workplace activities change to determine if additional practices, procedures or training need to be implemented;

v. Supervise the selection, installation, use and inspection of non-certified anchorages;

vi. Verify End Users who work at heights are trained and authorized to do so;

vii. Inspect fall protection equipment at the frequency required by the manufacturer and

EM 385-1-1.

e. Qualified Person (QP): A person with a recognized degree, or professional certificate, with extensive knowledge, training and experience in the fall protection and rescue field who is capable of designing, analyzing, evaluating and specifying fall protection and rescue systems. The QP shall:

i. Be trained to the applicable level, as described in EM 385-1-1, Section 21.C.03;

ii. Provide technical support for the fall protection program;

iii. Have advanced understanding and knowledge of the requirements, equipment, systems, physical sciences, and engineering principles that affect fall protection and rescue systems;

iv. Supervise the design, selection, installation and inspection of certified anchorages and horizontal lifelines;

v. Be qualified to select proper fall protection and rescue equipment;

NOTE: CPs may only approve non-certified anchorages that are capable of holding 5000 lbs. All other anchorages and horizontal lifelines must be certified by a QP

f. End User: A person who has been trained and authorized by the employer on the use of assigned fall protection equipment in a typical fall hazard situation. They must have an understanding of workplace activities and follow the policy, procedures, and instructions of the Competent Person regarding the use of fall protection, rescue systems, and related equipment. They shall:

i. Be trained by a CP in accordance with EM 385-1-1, Section 21.C.05, to include hands-on training and practical demonstrations

ii. Bring all unsafe or hazardous conditions or actions that may cause injury to them or others, to the attention of the CP;

iii. Properly use, inspect, maintain, store and care for their fall protection equipment and systems;

iv. Inspect all fall protection equipment or damage or defects, prior to each use.

v. Understand the nature of fall hazards in the work area and how to properly mitigate them;

vi. Calculate free fall distances and clearance requirements of fall protection systems;

vii. Understand the site-specific rescue procedures;

g. Personal Fall Arrest System Requirements (PFAS): All PFAS shall meet the requirements contained in ANSI Z359, Fall Protection Code, to include fall restrain and positioning systems. A PFAS consist of a full body harness, connecting means, and an anchorage system. General this equipment is certified for users within the capacity range of 130 to 310 lbs, including the weight of the worker, equipment, and tools. A CP shall inspect the equipment at least once semi-annually and whenever the equipment is subject to a fall or impact.

i. Full body harnesses shall meet the requirements of ANSI Z359 and be used in accordance with EM 385-1-1, Section 21.I.06. Body belts and full body harnesses meeting only the requirements of the ANSI A10.14 shall not be used. All full body harnesses shall be equipped with Suspension Trauma Preventers such as stirrups, relief steps, or similar in order to provide short-term relief from the effects of orthostatic intolerance.

ii. All energy free fall energy absorbing lanyards shall meet the requirements of ANSI Z359.13 and be used in accordance with EM 385-1-1, Section 21.I.07.

NOTE: When an anchor point is below the dorsal D-ring, a free fall (FF) distance greater than 6 ft (1.8 m) is created. For these situations, a 12 ft (3.6 m) FF energy absorbing lanyard shall be used in accordance with manufacturer’s instructions and recommendations. A 12 ft (3.6 m) FF energy absorbing lanyard does not refer to the lanyard length. Instead it refers to a FF that is greater than 6 ft (1.8 m) up to 12 ft which is created by the anchor point being located below the dorsal D-ring. The maximum length of the lanyard used shall not exceed 6 ft. (See Figure 21-4 in the EM 385-1-1.

Self-Retracting Devices (SRDs) shall meet the requirements of the ANSI/ASSE Z359.14 standard and be used in accordance with EM 385-1-1, Section 21.I.07.d

All scaffolding, aerial work platforms, scissor lifts, or similar must be used in accordance with EM 385-1-1, Section 22.

7. Specific Safety Section – Respirable Crystalline Silica:

a. General: The requirements of this section are applicable to contractors when their employees are working in an environment that exposes the employee and other workers to airborne crystalline silica. Every Contractor is responsible for meeting the requirements established in accordance with EM 385-1-1, Section 06.N

8. Pre-Construction Conference – Prior to the start of any work, the Technical Point of

Contact will schedule and conduct a “Pre-Construction Conference”. The Contractor’s Superintendent, Quality Control Representative, and Site Safety and Health Officer (SSHO) shall attend this conference. 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.

The following is a general list of items for discussion during this Pre-Construction Conference:

i. Authority of the Technical Point of Contact and Quality Assurance Inspectors

ii. Contractor’s Safety Program (including sub-contractors)

iii. Contractor’s Initial Project Schedule

iv. Accident Prevention Plan and Activity Hazard Analysis

(Submitted & accepted prior to start of work on site)

v. Fall Protection and Prevention Plan IAW EM 385-1-1, Section 21

vi. Crystalline Silica Assessment IAW EM 385-1-1, Section 06.N

vii. Dust Control Methods and Procedures (Submitted & accepted prior to start of work on site)

viii. Environmental Protection Plan

ix. Safety Meetings (Documented on NED Form 251)

x. Accident Reporting (ENG Form 3394)

xi. Safety Data Sheet (SDS) requirements

xii. Contractor’s Equipment

xiii. Correspondence, Communication, Security and Administrative Procedures.

xiv. Invoice and payment.

9. 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.

10. Security – The contractor will comply with all established security policies at the Franklin Falls Dam. Due to periods of heightened security that may affect the access to the areas covered under this contract, the Government reserves the right to close any property or portion of property and reschedule and/or cancel any subsequent service. The Contractor shall be given at least 24 hour notice of any such closure.

11. Flooding – Franklin Falls Dam is a flood control project. Occasional retention of floodwaters may inundate portions of the dam property or access roads in the areas covered by this contract. The Technical Point of Contact will notify the Contractor as areas are closed as a result of floodwaters. When flooding ends and waters recede, the Technical Point of Contact will notify the Contractor as areas reopen and services may resume.

12. Contractor Conduct – Alcohol and firearms are prohibited on project grounds. Contractor and employees must comply with CFR 36 Rules and Regulations.

13. Payment – 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 invoice date, contract number, dates of service, description of work, quantities, process, and total amount due per line item. The invoice must also include the company letterhead and this must match the data that is registered in the System for Award Management (SAM) registry.

For jobs greater than 30 days the contractor may request progress payment.

All invoices may be mailed to U.S. Army Corps of Engineers Merrimack River Basin Office

Bradley Clark 2097 Maple St.

Hopkinton, New Hampshire 03229

Or Emailed to bradley.j.clark@usace.army.mil

II. Technical Requirements:

Part 1 General:

1. Summary – Furnish all labor, materials and equipment necessary to repair cracks, spalls, and sections of deteriorated concrete on the Franklin Falls Service Bridge located at the Franklin Falls Dam in Franklin, New Hampshire. See Exhibit A. The Contractor will be responsible for the proper removal and disposal of associated concrete. All products shall be installed in accordance to manufacturer’s or supplier’s recommendations.

2. Existing Conditions:

Components of the bridge structure where cracking, spalling, and deteriorated concrete requiring repairs exist are the deck fascia (See Exhibit F), and deck cracks at the railing posts (See Exhibit G). There is approximately 70 square feet of fascia concrete repair estimated, and approximately 80 linear feet of deck crack repair at the railing posts estimated. The Contractor shall note that the majority of repairs are required in areas where significant fall hazards exist.

a. Site Access:

i. The service bridge may be accessed via Route 127 in Franklin, NH at 46

Granite Drive. The roadway provides access to the Franklin Falls Dam Project Office and Garage complex. Continuing on this roadway will provide access to the crest of the Franklin Falls Dam and to the service bridge. See Exhibit B.

ii. The service bridge provides access from the crest of the dam to the intake structure otherwise known as the Gatehouse.

iii. The entrance to the service bridge is gated and locked. Access shall be provided by the Franklin Falls Dam staff on days when work is being performed.

b. Service Bridge:

i. The load ratings for this bridge limit any 2 axle truck to 20 Tons (Gross

Vehicle Weight) and any 3 axle truck to 30 Tons (Gross Vehicle Weight).

ii. The service bridge was constructed in 1943. The bridge superstructure consists of a 141’-5” deck truss main span (140’-0” center to center of bearings) with a 39’-6 1/8” multi-girder approach span (37’-11” center to center of bearings) and a 5’-11 11/16” reinforced concrete span at the center pier which is monolithically poured with the upper pier stem. The slab cantilevers out on either side of the pier stem to the expansion joints of both the main truss span and the approach span. The total bridge length is 186’-10 13/16”. The bridge substructure consists of one reinforced concrete abutment at the approach span, one reinforced concrete pier and two reinforced concrete corbels that are integral with the Intake Control Tower.

iii. The approach span is supported by the concrete abutment on its easterly (fixed) end and by the concrete pier at its westerly (expansion) end. The three approach span girders are riveted built-up girders spaced at 7’-0” center to center with floor beam channels spaced at 4’-9” center to center.

The girder web depth varies from 3’-7” at mid span to 5’-6 1/4” at the centerline of girder bearings.

iv. The main truss span is supported on the concrete pier at its easterly (expansion) end and on two reinforced concrete corbels, monolithically poured with the support columns at its westerly (fixed) end. Center to center spacing of the trusses is 14’-0” with 11’-8” center-to-center spacing of floor beams. Two longitudinal stringers span between each floor beam at a spacing of 4’-8” center-to-center.

v. Both approach and main span superstructures support an 8” reinforced concrete deck with a curb to curb distance of 12’-6”. Six steel utility conduits run longitudinally along the bridge parallel to the north truss on the main span and between the north and middle girders of the approach span. These conduits start from the abutment back wall, pass through the pier stem, and terminate at the control tower wall. The utilities are supported on timber blocking and angles that hang from eyebolts clamped to the main span and approach span floor beam bottom flanges.

vi. Recent concrete repairs were made on the bridge and associated concrete piers in 2018. The contract included the repair of similar spalls, cracks and deteriorated concrete on the bridge deck fascia, the cracks at the deck railings, and a number of bridge piers. The work on the bridge deck fascia and the cracks at the deck railings was only completed on the South facing side of the bridge. The work described in this contract will address the repairs needed for the North facing side of the bridge.

NOTE: See Exhibits C, D, and E.

3. Submittals – Although the Government technically 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 documents identified below must be prepared in accordance with the applicable standards, submitted to the Technical Point of Contact for review and accepted by the Government prior to the commencement of any field activities.

Accident Prevention Plan (APP) including Fall Protection Plan, Crystalline Silica Assessment, and Dust Control Methods and Procedures – Prior to the start of field work

Activity Hazard Analysis – Prior to the start of field work Environmental Protection Plan – Prior to the start of field work Manufacturer’s product data sheets for all required materials as indicated in the Part 2 Products section of this Scope of Work – Prior to ordering Warranty information Certificates and Licenses

4. References – All work shall be in conformance with:

a. U.S. Army Corps of Engineers (USACE)

i. EM-385-1-1 Safety and Health Requirements Manual, U.S. Army

Engineering Manual; 2014

b. Other appropriate Federal, State, and Local codes for such an installation

5. Clean Up and Waste Disposal – The contractor shall practice good housekeeping to maintain a safe job site. The contractor shall keep the work area, including any designated storage areas free from accumulation of waste materials. Upon completing work in an area the contractor shall remove any tools, equipment, and materials that are not the property of the Government. Any and all disturbed areas resulting from contractor activities shall be restored by the contractor to the satisfaction of the Technical Point of Contact. All waste material will be disposed of offsite in accordance with all Federal, State, and Local regulations.

6. Environmental Protection – Containers for excess and/ or waste materials, rubbish, etc. shall be provided by the contractor at the site, and the site will be inspected/ cleaned on a daily basis when working onsite. No burning is permissible. Water, air and land resources shall not be adversely impacted during the course of the work. The contractor will take necessary steps to ensure all Federal, State, and Local environmental regulatory requirements are met at no additional cost to the Government. Assurance of compliance with this section by subcontractors shall be the responsibility of the contractor.

a. Environmental Protection Plan: Prior to commencing construction activities or delivery of materials and equipment to the work sites, the Contractor shall submit an Environmental Protection Plan for review and approval by the Technical Point of Contact/Environmental Protection Specialist. The purpose of the Environmental Protection Plan is to present a comprehensive overview of known or potential environmental issues which the Contractor must address during construction. Issues of concern shall be defined within the Environmental Protection Plan. The Contractor shall address each topic at a level of detail commensurate with the environmental issue and required construction task(s).

The Environmental Protection Plan shall be current and maintained onsite by the Contractor.

7. Sustainability & Environmentally Preferred Products – 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.

Bio-based: The United States Department of Agriculture (USDA) designates certain bio-based products for federal procurement and specifies minimum bio based content levels for those products. Any designated product that is being offered or supplied under this contract shall meet USDA BioPreferred's minimum bio based content level.

Visit the BioPreferred web site https://www.biopreferred.gov/BioPreferred/faces/pages/ProductCategories.xhtml for the complete list of designated products and the associated minimum bio based content level requirements.

8. Building Protection – Any involved building or structure, and all of its contents shall be protected from the elements during the duration of this contract. The contractor shall keep on site the means to quickly cover and protect all areas open to the elements during an unforeseen weather related event that could cause damage to the building and or any of its contents during all phases of this contract.

9. Personal Protective Equipment - It is the contractor’s responsibility to furnish and supply personnel with the proper personal protective equipment necessary for performing the work.

10. Government Resources –There is not a restroom available at the contract site, and there is no access to potable water at the contract site. There is no water or electricity available at the project site. The contractor would have to provide these resources or have an acceptable alternative plan for these resources.

11. Damage to Government and Private Property – The contractor shall be responsible for restoring all Government facilities or structures damaged as a result of the contractor’s operation. The contractor shall also be responsible for any damage to private property or injury to any person as a result of the contractor’s operation. The contractor shall notify the Project Manager immediately of damage to Government and private property and injury to any person resulting from the contractor’s operation.

Also, the Contractor shall notify the Technical Point of Contact of damage to Government facilities due to vandalism or other causes on the day such damage is first noticed. Trucks and/or trailers will be driven on existing roads only and not across or through park areas to facilities. The Contractor shall also restore landscape features (shrubs, flowers, grasses, etc.), which are damaged or destroyed by the contractor’s operation. Damaged or destroyed grass areas shall be re-planted as directed by the Technical Point of Contact, and shrubs and flowers which are damaged or destroyed shall be replaced from nursery stock of like size and kind.

12. 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.

13. Quality Assurance – The contractor is responsible for the quality control of the contract work. The contractor shall establish and maintain a quality control system to assure compliance with the contract requirements. The government has the right to inspect and test all items called for by the contract, to the extent practicable at all times and at all places during the term of the contract.

14. 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.

15. Receiving and Storing Materials – The Government shall provide a storage area and parking for contractor personnel. The northern half of the crest road may be used by the Contractor, and the southern half of the road shall be passable by vehicle traffic for access and egress of the work area. The Government will keep the access road across the crest of the dam closed to vehicle traffic that is not associated with the Government’s operations or the operations of the Contractor. The Contractor will ensure the gate is closed when entering or exiting this area during normal business hours. 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 materials or supplies for the Contractor and will not be responsible for damage to the contractor’s equipment or materials. See Exhibit B for a map of this area.

16. Requests for information – Requests concerning the work of this project should be directed to the Technical Point of Contact, Bradley Clark at 978-318-8342 or bradley.j.clark@usace.army.mil.

Part 2 Products:

All products shall be new, unused and to the satisfaction of the Technical Point of Contact. The Contractor shall provide submittals of all products prior to ordering and the submittals shall be approved by the Technical Point of Contact/ Structural Engineer prior to installation. All products and materials used must be approved and compatible with the other required products by the manufacturer for this type of application and shall be installed according to the manufacturer’s instructions.

Submittals for each product shall include: product data, Manufacturer’s Safety Data Sheets, samples, design data, test reports, certificates, manufacturer’s instructions, and field reports.

1. Polymer-Modified Repair Materials meet the following requirements:

NOTE: The Contractor shall use a manufactured pre-mix product that has been through the submittal process.

a. Polymer-Modified Repair Material:

i. The requirements for the properties of polymers and aggregates used in polymers must meet the requirements listed here, as well as the properties specified in the referenced specifications and the Contract Documents.

ii. Polymers used must be compatible with other polymers and materials used on the project. Unless repair materials are specified in the Contract Documents, the Contractor is responsible for verifying material compatibilities.

1. Polymer-Modified Cementious Repair Mortar – Horizontal Surfaces:

a. Polymer-Modified, Portland cement, fast-setting, trowel-grade mortar is a two-component material with a migrating corrosion inhibitor used to repair horizontal surfaces.

b. Properties of cured material:

i. Compressive strength: ASTM A109/A109M: 6000 psi minimum at 28 days.

ii. Bond Strength: ASTM C882/C882M Modified: 2000 psi minimum at 28 days moist cure.

2. Polymer-Modified Cementious Repair Mortar – Vertical and Overhead Surfaces:

a. Polymer-Modified, Portland cement, fast-setting, trowel-grade mortar is a two-component material with a migrating corrosion inhibitor used to repair vertical and overhead surfaces.

b. Properties of cured material:

i. Compressive strength: ASTM A109/A109M: 6000 psi minimum at 28 days.

ii. Bond Strength: ASTM C882/C882M Modified: 2000 psi minimum at 28 days moist cure.

b. Aggregates:

i. Unless otherwise specified or recommended by the polymer material manufacturer, aggregate used with polymers must meet ASTM C33/C33M requirements.

ii. Aggregate properties and proportions used with polymers must meet the requirements of the polymer material manufacturer, the requirements of the referenced polymer standard, and the Contract Documents.

iii. Aggregate used with polymers must be dry and free of dirt, asphalt, and other organic materials. Aggregate moisture content must be less than 0.2 percent by weight.

iv. For patch repairs, the maximum-sized aggregate must not be greater than one third the depth of the patch area.

v. Aggregates shall only be added when allowed by the manufacturer’s written instructions.

c. Water:

i. Water for cleaning, mixing and curing must be in compliance with the requirements of ASTM C1602/C1602M; fresh, clean, potable, and free of injurious amounts of oil, acid, salt, or alkali. Submit test report showing water complies with ASTM C1602/C1602M.

2. Corrosion Inhibitor/Bonding Agent Materials meet the following requirements:

a. The corrosion inhibitor/bonding agent shall be an epoxy resin/Portland cement adhesive which is fast setting and is capable of coating reinforcing steel and non-structural steel to prevent corrosion and for bonding plastic concrete repair mix to hardened concrete.

b. The material shall in no way decrease the bond strength between the reinforcing steel and the repair concrete, or between the repair surface and the repair concrete.

c. The corrosion inhibitor/bonding agent shall have the following properties:

i. Flexural Strength: Must meet ASTM C348 28 day; 1,000 psi minimum.

ii. Splitting Tensile Strength: Must meet ASTM C496/C496M 28 day; 1,000 psi minimum.

iii. Bond Strength: Bond strength at 14 days, ASTM C882/C882M

2 hours open time: 3,000 psi minimum 24 hours open time: 2,000 psi minimum

iv. Material Characteristics:

Pot life: 90 minutes at 72 degrees F.

Contact Time: 24 hours Material shall not produce a vapor barrier.

3. Polyurethane Injection Adhesive Materials meet the following requirements:

a. The Polyurethane Injection Adhesive shall be a two part system composed of polyurethane resin and water.

b. The Polyurethane resin shall be 100 percent hydrophilic resin, capable of forming either a flexible closed-cell foam or cured gel when mixed with water.

c. When mixed with water, the resin shall meet the following requirements:

i. Tensile Strength: Must meet ASTM D1623; 20 psi minimum.

ii. Elongation: Must meet ASTM D1623; 400 percent minimum.

iii. Bond to Concrete (wet): Must meet ASTM C273/C273M; 20 psi minimum.

4. Reinforcing Steel Materials meet the following requirements:

a. Reinforcing Bars:

i. Provide reinforcing bars conforming to the requirements of ASTM

A615/A615M, grade 60 deformed.

b. Welded Steel Wire:

i. Provide welded steel wire reinforcement conforming to the requirements of

ASTM A1064/A1064M.

c. Detail Reinforcement:

i. Detail reinforcement not indicated in accordance with ACI 301 and ACI SP-

66.

d. Steel Pin Materials meet the following requirements:

i. Steel Pins shall meet ASTM A615/A615M, ASTM A996/A996M, ASTM

A36/A36M.

ii. The steel pins shall be appropriately sized for the particular application and repair material manufacturer’s instructions. Submittals shall be provided to the Technical Point of Contact for approval.

5. Epoxy Grout Materials meet the following requirements:

a. The Epoxy Grout Material shall be compatible with this type of application and with all other repair materials.

b. The Epoxy Grout Material shall meet the following requirements:

i. Tensile Strength: Must meet ASTM C307; 2,200 psi minimum (7 days).

ii. Bond Strength to Concrete (wet cure): 3,100 psi minimum (7 days).

iii. Bond Strength to Steel (wet cure): 3,600 psi minimum (7 days).

iv. Flexural Strength: Must meet ASTM C-580; 3,700 psi minimum (7 days).

Part 3 Execution:

1. General:

a. The Contractor shall coordinate all activities to limit and minimize the impact of the contract activities on the operation of the Franklin Falls Dam.

b. The Contractor shall not impede other contracts in progress that need access to the gravel roadway beneath the bridge. This roadway is the main travel route for other contracts that are currently ongoing at this location.

c. A minimum access path/walkway of three (3) feet shall be established to allow for the USACE project staff to access the gatehouse structure to perform necessary operations. If the Contractor needs to restrict this path/walkway to perform the duties of the contract, the Contractor shall inform the Technical Point of Contact of such changes in advance. Alternate means of access to the gatehouse structure via the bridge will be made available by the Contractor.

d. The Contractor shall be responsible for all traffic control involving their operation.

e. Specific measures and controls will be made to control dust during demolition and installation procedures in this contract. The Contractor shall control dust resulting from demolition and installation to prevent the spread of dust and avoid creation of a nuisance in the surrounding area. Water shall not be used when it will result in, or create hazardous or objectionable conditions such as ice, flooding, erosion, or pollution.

2. Safety Equipment: It is the contractor’s responsibility to furnish and supply personnel with the proper personal protective equipment (Hardhats, Hand Protection, Eye Protection, Fall Protection etc.) when and where necessary.

3. Contractor Qualifications:

a. All Concrete Repair work shall be performed by Qualified Personnel with verifiable credentials who are familiar with applicable code requirements.

Verifiable credentials consist of State, National and/or Local Certifications or Licenses that a Master or Journeyman Professional may hold, depending on work being performed

b. The Contractor shall have a minimum of five (5) years of experience with Concrete Repair work of this nature. This information shall be provided upon request.

4. Demolition:

a. Spalls and Deteriorated Concrete:

i. The dimensions shown at areas exhibiting concrete deterioration are approximate. The Contractor shall determine the limits of the deteriorated concrete by visual inspection and by tapping with a hammer or steel rod while listening for dull or hollow sounds.

ii. Concrete surfaces shall be sounded at a minimum of one foot beyond all edges of the visually inspected deteriorated areas.

iii. All sounding shall be performed in the presence of the Technical Point of Contact or their authorized representative.

iv. Areas where sounding does not produce a solid tone shall be marked with highly visible paint. The Technical Point of Contact shall inspect the areas marked prior to any saw cutting or removal of concrete.

v. Remove all deteriorated concrete in the identified area to a minimum depth of 2 inches.

vi. Make a perpendicular saw cut at least 1 inch deep, but no deeper than the reinforcing steel, and a minimum of 1 inch outside of the area to be repaired to delineate the perimeter of the repair area and avoid feather edges.

vii. The perimeter saw cut shall have no angles less than 90 degrees, and care shall be taken to not cut through existing steel reinforcement or embedded metal that is not to be removed.

viii. Remove additional deteriorated concrete in these areas where necessary to expose a surface of sound, un-weathered concrete that is uncontaminated by oils, greases, or deicing salts or solutions. Additional sounding of the concrete shall occur to ensure viable solid concrete.

ix. The internal edges of the existing concrete shall be “dovetailed” when possible to create a greater cavity base. See Exhibit H.

x. Removal depths of greater than 6 inches will require prior Government approval.

xi. Use 15 pound chipping hammers to remove concrete around reinforcing steel.

Remove all surface rust and corrosion from existing steel reinforcement with special care taken to avoid damage.

xii. All reinforcing steel that is exposed greater than 50% of its circumference shall be undercut by a minimum of 1 inch behind the steel.

xiii. If there is reinforcing steel found with less than 75% of the original rebar section remaining at any point along the exposed rebar, a new bar shall be installed as described in the installation section of this contract.

xiv. Concrete shall be removed with care to avoid damage to adjacent structures and concrete that is not to be repaired under this contract and embedded metal that is not to be removed. Any such damage shall be repaired by the Contractor at no additional cost to the Government.

xv. After removal of concrete to the specified limits, clean the surface to which the repair material is to be applied.

xvi. Perform all cleaning operations to the satisfaction of the Technical Point of Contact. Protect adjacent structures and embedded items. Perform a preliminary washing as soon as the chipping and trimming are completed to remove loose materials and dust particles. Clean surface to which new concrete is to be bonded. Final cleaning shall remove all laitance, carbonation, scum, dirt, oil, grease, and loose or disintegrated concrete.

xvii. Wire brush or media blast metal surfaces against which concrete is to be placed to remove rust and other contaminants which would prevent proper bond with…