W912QR22Q0040.pdf

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Attached to: CANNELTON L&D ROOF REPLACEMENT PROJECT
Solicitation number: W912QR22Q0040
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

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Cannelton Locks and Dam Roof Replacement Project

The estimated Construction Magnitude is between $100,000 - $250,000 per FAR 36.204.

NAICS CODE: 238160 - Roof ing Contractors. Size Determination $16.5 Million.

Please Note that the business size in SAM is determined by NAICS code.

This procurement is set-aside 100% for Small Business and will be awarded based on lowest price to the government.

Central Contractor Registration and ORCA are now available through System for Award Managment (SAM) available at www.SAM.gov.

Offerors must comply with the requirements of 52.204-7, 52.204-8, and 52.232-33, and any other CCR/ORCA requirements in this solicitation through SAM. Please Note: SAM is completely free of charge for both registrants and users.

In lieu of both performance and payments bonds, per 52.228-13 Alternate Payment Protections (2000) and FAR 28.102-1(b), only a Payment Bond, or Irrevocable Letter of Credit is required. A Performance Bond is not required.

ADRIENNE C MANUEL 502.315.6509

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

5-Apr-2022

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________90 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ___________ (date). If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time of fers are due.

B. An offer guarantee is, X is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______60 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR

PAGE OF PAGES

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

01:00 PM (hour)

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

502.315.6195 OR 6193FAX:TEL: 502.315.6172 TEL: FAX:

W912QR22Q0040 1 OF 187

20 Apr 2022

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

W912QR22Q0040

Section 00 10 00 - Solicitation

Special Instructions

The contractor will furnish all personnel, equipment, supplies and materials necessary to remove and replace existing Operations Building/Power House, Lock Shacks, Pier #1 and Elevator roof at Cannelton Locks & Dam located at 5821 E. State Road 66, Cannelton, IN 47520. The contractor’s work and responsibility will include all planning, programming, administration, management, supervision, communications, and inspection necessary to assure that all work is conducted in accordance with the contract requirements and all applicable Federal, State and Local laws and regulations. All work will be performed in strict compliance with the attached specifications and all other terms and conditions incorporated herein. Contractor shall be NRCA certified.

Work will begin within 10 calendar days of the Notice to Proceed (NTP) and will conclude 90 calendar days after the NTP.

One fixed-price award will be made from this Solicitation.

Method of Payment under this contract will be Electronic Funds Transfer (EFT) to a commercial bank account specified by the Contractor.

Payment Bond or Irrevocable Letter of Credit is required for this procurement action.

The fixed-price award will be based on Lowest Bid.

Contact Neal Schwartz, Lock Master, (812) 547-2962 for a site visit.

The solicitation will be available on the web only. Faxed, telephoned, or mailed requests for this solicitation will not be honored. To download the solicitation for this project, contractors are required to register at the Federal Contract Opportunities website at http://www.SAM.gov. For a quick start guide use the following link:

http://falextracts.s3.amazonaws.com/Documentation/Federal%20Hierarchy/QSG%20Opportunities%20Part%204 %20of%204%20-%20Contractors.pdf

Quotes will not be accepted for quantities less than the quantities specified in the price breakout schedule. Failure to submit a unit price for all items listed will be considered as a material deviation from the requirements of the RFQ and the quote will be rejected. Offerors should complete the price breakout schedule within this solicitation.

Quotes are due on the date and time specified in Box 13 of the SF 1442. Fax submittals will not be accepted.

Electronic submittals will be accepted and may be emailed to Adrienne Manuel at Adrienne.C.Manuel@usace.army.mil . Interested contractors are highly encouraged to attend a Site Visit. Please note that the site visit is not an opportunity for questions or clarifications regarding this solicitation.

All contractors must be registered in the System for Award Management (www.SAM.gov) prior to submission of quote. All proposed contractors are highly encouraged to review FAR Clause 52.232-33 Payments by Electronic Funds Transfer – System for Award Management, which indicates “All payments by the Government under this contract shall be made by electronic funds transfer (EFT).” Those not currently registered can obtain registration by going to the website http://www.SAM.gov. The process can usually be completed from 24 to 48 hours after submission. Contractors will need to obtain a Unique Entity Identifier (formerly DUNS number) for processing their registration. If you do not already have a Unique Entity Identifier, one can be obtained from http://www.SAM.gov. Refer to www.SAM.gov for information formerly found in CCR, EPLS, ORCA and FedReg.

Please begin the registration process immediately in order to avoid delay of the contract award should your firm be selected.

ALERT: You must submit a notarized letter appointing the authorized Entity Administrator before your registration will be activated. This requirement now applies to both new and existing entities. Effective 29 April 2018, the notarized letter process is now mandatory on all CURRENT registrants at SAM who have a requirement to update data on their SAM record. The notarized letter is mandatory and is required before the GSA Federal Service Desk (FSD) will activate the entity's registration.

Effective 29 June 2018, vendors creating or updating their registration can have their registration activated prior to the approval of the required notarized letter. However, the signed copy of the notarized letter must be sent to the GSA Federal Service Desk (FSD) with 30 days of activation or the vendor risks no longer being active in SAM.

PLEASE NOTE: SAM is completely free of charge for both registrants and users.

PRICE BREAKOUT SCHEDULE

LINE

ITEM

DESCRIPTION UNIT PRICE UNIT

ISSUE

QTY. TOTAL

0001 Operation Building/Power House $ JOB 1 $

0002 Lock Shack $ JOB 4 $

0003 Pier #1 $ JOB 1 $

0004 Elevator $ JOB 1 $

TOTAL OF LINE ITEMS $

The contractor will be responsible for all costs involving transportation, rentals or associated equipment to remove and install the project existing roof and associated hardware and will be part of the contract bid price.

Section 00 20 00 – Instructions for Procurement

SCOPE OF WORK

Cannelton Locks & Dam Project Roof Replacement Cannelton Locks & Dam

5821 E. State Road 66 Cannelton, IN. 47520

General.

LINE ITEM 0001: Operations Building/Power House Roof (As-built drawings are provided) 36’-0” x 56”-0” Built-up Roof 1 ½” rigid insulation Extruded Aluminum Gravel stop & Fascia Hatch access

1. The contractor will remove approximately 2016SF of existing built up roof (BUR) Modified Bitumen Roof System down to the reinforced concrete slab roof deck on the Cannelton Lock & Dam Operations/Power House Building.

2. The contractor will inspect the reinforced concrete slab roof for defects and notify the Lock Master if any defects are found.

3. The contractor will remove all existing gravel guard w/fascia, base flashings, counter flashings, pitch pans, pipe flashings, vent flashings, hatch flashing, and any other material necessary to install the new SBS Modified Bitumen Roof System.

4. The contractor will install new gravel guard w/fascia, base flashings, counter flashings, pitch pans, pipe flashings and vent flashings, hatch flashing, and any other material necessary to install the new SBS Modified Bitumen Roof System, in kind and in accordance with manufactures specifications and industry standards.

5. The contractor will install one - 1 ½” layer of polyisocyanurate roof insulation over the entire roof, mechanically or chemically attached to the structural deck per UL-1897 Uplift Requirements and according to manufactures specifications.

6. The contractor will install a new, two ply, self-adhered SBS Modified Bitumen Roof System, using one ply of fiberglass reinforced, smooth surfaced, self-adhered SBS modified membrane, and a fiberglass reinforced, mineral surfaced self-adhered SBS modified bitumen cap sheet according to manufactures specifications.

7. All measurements are approximate and it is the contractors responsible to accurately measure the work surface, estimate material, and quantities.

NOTE: (The existing roof has been tested for asbestos, see enclosed report. As built drawings are provided.)

LINE ITEM 0002: Four Lock Shack Roofs (As-built drawings are provided) 16’-4 ½” x 11’-6” Built-up Roof 1 ½” rigid insulation Extruded Aluminum Gravel stop & Fascia

1. The contractor will remove approximately 204SF of existing built up roof system (BUR) Modified Bitumen Roof System down to the reinforced concrete slab roof deck on the Cannelton Lock & Dam Lock Shack Buildings.

2. The contractor will inspect the reinforced concrete slab for defects and notify the Lock Master if any defects are found.

3. The contractor will remove all existing gravel guard w/fascia, base flashings, counter flashings, pitch pans, pipe flashings and vent flashings and any other material necessary to install the new SBS Modified Bitumen Roof System.

4. The contractor will install new gravel guard w/fascia, base flashings, counter flashings, pitch pans, pipe flashings and vent flashings in kind and in accordance with manufactures specifications and industry standards.

7. All measurements are approximate and it is the contractors responsible to accurately measure the work

LINE ITEM 0003: Pier #1 Roof (As-built drawings are provided) 22’ x 14’ Built-up Roof 4 MIL Polyethylene Vapor Barrier 1 ½” rigid insulation 4” x 4” Cant Reglet Flashing w/point up grove with plastic cement Extruded Aluminum Gravel stop & Fascia 2’-0” x 2’-6” x 2 ½” High 20oz. Copper Splash Pan

1. The contractor will remove approximately 310SF of existing built up roof (BUR) Modified Bitumen Roof System down to the reinforced concrete slab roof deck on the Cannelton Lock & Dam Pier #1 Building.

2. The contractor will inspect the reinforced concrete slab for defects and notify the Lock Master if any defects are found.

3. The contractor will remove all existing gravel guard w/fascia, base flashings, Reglet flashing, Cant, counter flashings, pitch pans, pipe flashings and vent flashings, copper splash pan, and any other material necessary to install the new SBS Modified Bitumen Roof System.

4. The contractor will install new gravel guard w/fascia, base flashings, Reglet flashing, Cant, counter flashings, pitch pans, pipe flashings, vent flashings, and copper splash pan flashings in kind and in accordance with manufactures specifications and industry standards.

7. All measurements are approximate and it is the contractors responsible to accurately measure the work

LINE ITEM 0004: Elevator Roof (As-built drawings are provided) 6’-8” x 6’-8” Built-up Roof with slope to drain 4 MIL Polyethylene Vapor Barrier 1 ½” rigid insulation 4” x 4” Cant Plastic Base Flashing Reglet Flashing w/point up grove with plastic cement

1. The contractor will remove approximately 50SF of existing built-up roof (BUR) Modified Bitumen Roof System down to the reinforced concrete slab roof deck on the Cannelton Lock & Dam Elevator Roof.

2. The contractor will inspect the reinforced concrete slab for defects and notify the Lock Master if any defects are found.

3. The contractor will remove all existing base flashings, Reglet flashing, Cant, counter flashings, pitch pans, pipe flashings and vent flashings, and any other material necessary to install the new SBS Modified Bitumen Roof System.

4. The contractor will install new base flashings, Reglet flashing, Cant, counter flashings, pitch pans, pipe flashings and vent flashings in kind and in accordance with manufactures specifications and industry standards.

7. All measurements are approximate and it is the contractors responsible to accurately measure the work

NOTE: (The existing roof has not been tested for asbestos. The contractor will test for asbestos and show test results to the project before work can begin on the Elevator Roof.)

REFERENCE STANDARDS

A. American Society for Testing and Materials (ASTM)

ASTM D-6163, Type I - Standard Specification for SBS Modified Grade G Bituminous Sheet Materials Using Fiber Glass

Reinforcements.

ASTM C-1289, Type II - Insulation Board, Faced Class 1, Grade 2 Rigid Cellular Polyisocyanurate Thermal Insulation Board

ASTM D-4586-86 - Asphalt Cement - asbestos free.

ASTM D-41 - Asphalt Primer (Low VOC)

B. Federal Standards: HH-I-1972/3 Polyisocyanurate high thermal insulation board, faced on both sides of insulation.

C. Factory Mutual Engineering Corp.: Class I, Wind Rating, IA-90 Approval, as determined in accordance with FMRC Standard 4470.

SUBMITTALS

A. The contractor shall submit for approval to the TPOC within ten (10) days of the contract award the roofing manufacturer's recommended methods of installation and data to demonstrate compliance with specified requirements. The TPOC shall have a five-day review period.

1. 1 set of samples and data sheets for all products.

2. Certified Applicator letter from an approved manufacturer that the contractor has been approved in good standing for no less than 5 years.

DELIVERY, STORAGE & HANDLING

A. Store materials in a cool, dry place.

B. Store roll material on end on clean, dry, raised surface.

C. Place insulation on raised surfaces and protect with waterproof tarpaulins, with sufficient air circulation to prevent condensation.

D. Do not install wet insulation.

E. Store solvents, emulsions, and coatings in a cool, dry area between 45- and 100-degrees F.

F. Handle roll materials to prevent damaged ends.

G. Allow no unlabeled materials on site.

PROJECT CONDITIONS

A. Do not start roofing if rain is imminent or ambient temperature is below 45 degrees F.

B. If rain occurs during roof membrane application, cease operations and protect deck, insulation, penetrations and membrane from water damage and intrusion.

C. Remove and replace all material that has been subject to moisture.

D. Protect finished surfaces of building from damage by installation of roofing system.

E. Protect completed roofing and flashings from damage by subsequent roofing installation and construction traffic.

F. In event of damage, immediately make all repairs and replacements required by TPOC.

G. Comply with all applicable code, fire, and safety regulations.

MATERIALS

A. Insulation:

Factory Mutual Class I, Polyisocyanurate Foam Board faced with universal fiber glass reinforced facer on both sides of foam. Insulation shall comply with ASTM C-1289 Type II, Class 1, Grade 2 and Federal Specification HH-I-1972/3. Board shall have a minimum thickness of 1 ½” inches.

B. Insulation Fasteners:

Screws and metal plates shall be tested and approved by Factory Mutual in accordance with their standard 4470 and listed in the current FM Approval Guide as such.

C. Tapered Insulation:

Factory Tapered Polyisocyanurate Board, conforming to ASTM C-1289.

D. Membrane Roofing:

1. Cover specified insulation, with a 2-ply self-adhered modified bitumen roofing system. Roof system will consist of one layer of a fiberglass reinforced, self-adhering SBS modified bitumen base membrane, and one layer of fiberglass reinforced, SBS modified bitumen mineral surface membrane designed for self-adhered roof systems. Surfacing shall be white granules. The two modified bitumen materials must be installed to provide an SBS asphalt compound to SBS asphalt compound bond. Products that incorporate any type of film that is left in-place on the product after application shall not be allowed.

2. Modified Base: A smooth, self-adhering, SBS modified bitumen membrane with a fiber glass reinforcement. Thickness shall be 0.070 inches (1.8 mm) minimum. Weight shall be 40lbs.

Per 100 sq. ft. minimum.

3. Modified Cap Sheet: A fiberglass reinforced, SBS modified bitumen, mineral surfaced membrane. SBS modified bitumen membrane shall be designed for self-adhered roof systems and manufactured with a surfacing of white granules. Surface membrane must be a F.M. tested membrane meeting Class A requirements when installed in the specified system. Thickness shall be minimum, 150 mils. (3.8 mm) Thick, 100 lbs. per 100 sq. ft. meeting the criteria for ASTM D 6163, Type I, Grade G.

E. SBS Modified Base Flashing:

1. First layer of base Flashing consisting of a smooth, self-adhering, SBS modified bitumen membrane with a fiber glass reinforcement. Thickness shall be 0.070 inches (1.8 mm) minimum. Weight shall be 40lbs. Per 100 sq. ft. minimum.

2. Second layer of base flashing consisting of a granulated, fiberglass reinforced, SBS modified bitumen, surface membrane. SBS modified bitumen membrane shall be designed for self-adhered roof systems and manufactured with a surfacing of white granules. Surface membrane must be a F.M. tested membrane meeting Class A requirements when installed in the specified system. Thickness shall be minimum, 150 mils. (3.8 mm) Thick, 100 lbs. per 100 sq. ft.

meeting the criteria for ASTM D 6163, Type I, Grade G.

F. Stripping at Gravel Stops and Metal Flanges

1. All metal must be cleaned, primed, and set onto the base sheet.

2. One layer self-adhering SBS Modified base felt installed over primed metal flange, set on field base plies, prior to surface membrane.

3. Cover this one ply strip-in with the main SBS Modified roofing membrane sheet per manufacturer’s requirements.

G. Lead flashings:

The roofing contractor shall remove and replace all flashings with 4-lb. lead flashings. Galvanized flashings will not be accepted. Pipe flashings must have a minimum of 6-inches of flange to incorporate into the roof system. After flashings are installed, the contractor is required to caulk the base of the lead flashings as required.

H. Cant Strip:

Replace in-kind.

I. All other materials not specifically described but required for a complete and proper installation of roofing, shall be selected by approved manufacturer and subject to approval of the TPOC.

EXECUTION

The contractor shall meet all minimum slope, cant, drainage, scupper, and flashing requirements of the provided as-built drawings.

PREPARATION

A. Surface Preparation:

1. Install miscellaneous blocking, cants, nailing strips, framing and sheathing members true, plumb, and level as required for installation of roofing system. Construct members of continuous pieces of longest possible lengths.

2. Mechanical units, curbs, roof penetrations, and all other items in contact with the roof system shall have 18” of separation from each other, walls and out of waterways, and have a minimum height of 8” above the finished surface of the roof system. All work shall conform to applicable Building Codes.

INSULATION - INSTALLATION

A. Base Layer: Starting at the low edge of the roof, mechanically attach one layer of polyisocyanurate insulation using fasteners at the prescribed rate to achieve UL-1897 and/or Indiana standards for Wind Uplift resistance on built up roof systems. Use additional fasteners at perimeters and corners as prescribed by Factory Mutual. Fasteners shall be no closer than 6-inches to the board edge.

B. Install boards with long joints continuous and running in a direction parallel to the decking. Short joints should be staggered. Joints should be butted tightly.

C. Tapered Cricket Insulation: System should be installed as required to provide positive drainage at all roof areas. Starting at the drain sumps, install pre-formed tapered polyisocyanurate insulation per manufacturer requirements. Panels should be installed with joints butted tightly.

D. Apply no more insulation than can be completely covered with the two ply self-adhering SBS roof system on the same day.

MEMBRANE INSTALLATION

A. Base Ply: To start, unroll base membrane until flat. Cut membrane in half down the sheets length. Starting at the low edge of the roof, install the half sheet with the 4-inch perforated lap. Keep the 4-inch perforated lap line in the up-slope position. Subsequent rolls are to be installed full width with 4-inch side laps and 4-inch end laps. At the end laps, cut the corner of the overlapping sheet in the side lap area at a 45-degree angle (at T-lap location). Immediately roll membranes and laps with a steel roller.

B. Cap Sheet -- To start, unroll surface membrane until flat. Starting at the low edge of the roof, install the half sheet keeping the 4-inch side lap in the up-slope position. Subsequent rolls are to be installed full width with 4-inch side laps and 4-inch end laps. At the end laps, cut the corner of the overlapping sheet in the side lap are at a 45-degree angle (at T-lap location). When overlapping onto a granulated surface, prepare the end laps by removing all loose granules. Heat and embed all remaining granules with a hot air gun. Apply heat to the 4” end lap making sure both surfaces have good compound flow to adhere the sheets. All laps must be rolled with a rounded edge roller. A 1/8” to 3/8” bleedout of SBS compound shall be visible at the edge of all seams. All laps must be checked for good adhesion. Or, remove all loose granules and use MBR Utility Cement applied over the end-lap surface area on the bottom membrane. Ensure full adhesive coverage and check for good adhesion.

FLASHING INSTALLATION

A. Tear out all existing base flashing materials. Preparation: Inspect walls, curb heights, counter flashings, etc., and check for conformance with minimum base flashing height of eight (8) inches. Bring non-conforming areas to the attention of the Owner's Representative for correction.

B. Primer: Prime all masonry, metal, or concrete surfaces from the top of the roof membrane to the termination of the flashing level with asphalt primer at the rate of one gallon per 100 square feet or as recommended by the manufacturer. Allow the primer to dry thoroughly.

C. Install 2 layers of self-adhering modified base flashing at all intersections formed by vertical surfaces, and wherever curbed roof openings, wall parapets, or other structures join or penetrate the roof substrate surface. The first layer of the base flashing system will be a fiberglass smooth surfaced self-adhering SBS modified base membrane. Install per manufacturer requirements. Next install the surface membrane consisting of a fiberglass reinforced, granulated, self-adhering SBS modified membrane. All wall and curb flashings shall be nailed at their top edge in strict accordance with Manufacturers Flashing Specifications using 1-inch tin-capped nails six (6) inches on center immediately after flashing membrane installation.

D. Install flashing in accordance with roofing manufacturer's specification.

E. Membrane Flashings at Metal Flanges (gravel stops, vents, etc): All flange type flashings such as gravel stops and vents shall be primed, and securely nailed 3 inches on center in a staggered pattern. The flange shall then be stripped in with 1 ply of self-adhering SBS modified fiberglass reinforced base membrane prior to application of the surface membrane.

F. All lead flange type flashings (at drains and lead stacks) shall be primed and the flange shall then be stripped in with one ply of self-adhering SBS modified fiberglass reinforced base membrane prior to application of the surface membrane.

G. Seal the juncture of all lead flashings for roof penetrations by applying a ½” bead of Utility Cement.

INSPECTIONS

A. The contractor supplying the roofing system shall perform a Final Inspection in the presence of the Lockmaster and provide written confirmation.

CANNELTON PROJECT ROOF REPLACEMENT

TABLE OF CONTENTS

SPECIFICATIONS/DESCRIPTION

1 Project Information 2 Performance Work Statement 3 Technical Point of Contact & Project Representative 4 Pre-Work Conference 5 Working Hours 6 Contract Start and Completion Dates 7 Contractor Submittals 8 Permits and Licenses 9 Identification of Contract Employees and Vehicles 10 Safety Requirements 11 Required Security Training and Planning 12 Accident Reporting 13 Damage Reports 14 Contractor Employees’ Conduct and Competency 15 Damage or Loss of Contractor’s Supplies and Property 16 Supervision 17 Environmental Program 18 Contract Discrepancy Report (CDR) 19 Meetings 20 Quality Control 21 Quality Assurance 22 Deficiencies 23 Interruptions to Systems 24 Government Furnished Materials and Equipment 25 Contractor Furnished Items 26 Safeguarding Government Property 27 Minimum Manpower Requirements 28 Minimum Personnel Qualifications 29 Cooperation with other Contractors, Lessees, and Volunteers 30 Reports 31 Applicable Publications 32 Warranty 33 Wage Rates 34 Definitions 35 Index of Exhibits

SPECIFICATIONS/DESCRIPTION

1. Project Information.

2. Performance Work Statement.

The contractor will furnish all personnel, equipment, supplies and materials necessary to remove and replace existing Power House, Lock Shack, Pier #1 and Elevator roof at Cannelton Locks & Dam located at 5821 E. State Road 66, Cannelton, IN 47520. The contractor’s work and responsibility will include all planning, programming, administration, management, supervision, communications, and inspection necessary to assure that all work is conducted in accordance with the contract requirements and all applicable Federal, State and Local laws and regulations. All work will be performed in strict compliance with the attached specifications and all other terms and conditions incorporated herein. Contractor shall be NRCA certified.

3. Technical Point of Contact (TPOC) & Project Representatives:

TPOC: David A Wethington 502-315-7333 502-689-8121 cell david.a.wethington@usace.army.mil

Project Representatives:

Lock Master Neal Schwartz U.S. Army Corps of Engineers Cannelton Locks & Dam 5821 E. State Road 66 Cannelton, IN 47520 Phone: 812-547-2962 Email: neal.a.schwartz@usace.army.mil

4. Pre-Work Conference:

The contractor will be required to attend a pre-work conference prior to beginning work during which the Contractor’s plan of work, safety procedures, start date and other items in this contract will be discussed.

5. Working Hours.

a. Normal working hours, except as otherwise specified herein, will be Monday through Friday, 7:00 a.m.

to 4:00 p.m. Eastern Time. Work inside Government buildings or other secured areas will be performed during the above referenced work hours. Work that interferes with other ongoing functions at the project will be scheduled around normal working hours, as specified by the Lock Master.

Holiday Work. The eleven Federal holidays observed are:

New Year's Day (January 1st) Martin Luther King Day (3rd Monday in January) President's Day (3rd Monday in February) Memorial Day (Last Monday in May) Juneteenth (June 19th) Independence Day (July 4th) Labor Day (1st Monday in September) Columbus Day (2nd Monday in October)

Contracting Officer's Representative (COR) Cole Gehlhausen Telephone: 502-475-0404 Email: Cole.J.Gehlhausen@usace.army.mil Administrative Contracting Officer (ACO) Nick Bibelhauser Telephone: 502-624-5152 Email: nicholas.j.bibelhauser@usace.army.mil

Veterans Day (November 11th) Thanksgiving Day (4th Thursday in November) Christmas Day (December 25th)

When one of the above designated holidays falls on a Sunday, the following Monday is observed as a legal holiday. When a legal holiday falls on a Saturday, the preceding Friday is observed as a holiday. Work will be scheduled around the above listed Federal holidays except as specified herein or as approved by the Contracting Officer.

b. Inclement Weather Work.

The Contractor will maintain the schedule of services regardless of inclement weather. Exceptions may be approved by the Contracting Officer when severe conditions make it impractical or dangerous to perform the work.

6. Contract Start and Completion Dates.

Work under this contract will begin within 10 calendar days and complete within 90 calendar days after receiving the Notice to Proceed.

7. Contractor Submittals.

Unless otherwise specified, the Contractor will submit the following information to the TPOC prior to the pre-work conference for this contract:

a. Quality Control Plan. A suggested outline for the Contractor's Quality Control Plan.

b. Contractor Quality Control Inspector. List of Quality Control Inspectors.

c. Contractor Representatives. List of names of Contractor Representatives.

d. Accident Prevention Plan (APP). A suggested outline for the Contractor’s Accident Prevention Plan

Appendix A of EM 385-1-1 See Section C-1.9 for APP requirements. Exhibit D.

e. Emergency Contacts. A prioritized list, including phone numbers, of those persons (normally Contractor

Representatives) to call in case of emergencies.

f. Operators. A list of names of qualified equipment/vehicle operators, including experience, training and qualification to operate specific equipment.

g. Certificate of Insurance.

h. Performance Bond. (where applicable)

i. Security Requirements.

j. Standing Seam Metal Roof (SSMR) Manufacturer Installer Certification

8. Permits and Licenses.

The Contractor will obtain, at own expense, any required licenses, permits or certifications necessary to perform the specified services. Required licenses, permits and certifications will be kept current during the period the work is performed. The Contractor is also responsible for any and all costs associated with the training of Contractor personnel to acquire and maintain valid licenses, permits or certifications necessary to perform the contract services specified herein. The Contractor, Contractor personnel and any persons acting on behalf of the Contractor will comply with all applicable Federal, State and local laws and regulations; including any subsequent changes to these laws and regulations.

Minimum Personnel and Training Requirements. The Contractor will provide an adequate number of fully trained and qualified personnel to perform the work specified herein. Contractor personnel will be properly trained to perform their assigned work in a safe and effective manner. Training will include, but is not limited to instruction on the proper and safe use and operation of Contractor equipment and any Contractor provided tools, supplies and materials required to perform the specified services. Only properly trained and qualified employees will be used in the performance of services specified herein.

The Contractor will also assume responsibility for training or Orienting Contractor personnel to perform the services specified in the contract. In the event the Contracting Officer or his/her Authorized Representative determines that the Contractor does not have a qualified employee performing the specified work, the Contractor will be required to provide qualified personnel, or subcontract the work to a person or persons who are trained and qualified to perform the work. The Contractor acknowledges that the employment of undocumented migrant workers to perform services under this contract will not be permitted.

9. Identification of Contract Employees and Vehicles.

All Contractor employees will be in good appearance while performing services. Employees must wear long pants, shirt with no vulgar or obscene graphics with at least sleeves equivalent of a t-shirt, and durable work type shoes. Vehicles and any motorized equipment utilized for transportation will be in good operating condition with no display of obscene or vulgar material such as stickers, flags, or etc. Vehicles will be maintained in accordance with federal, state, and local laws.

10. Safety Requirements.

a. General. Performance of all services will assure complete safety to public visitors, Contractor employees, and all other persons in the area. The Contractor will comply with any pertinent requirements contained in the Corps of Engineers Safety Manual (EM 385-1-1), current at the time of award and any subsequent revisions to that document. Furthermore, the Contractor will comply with pertinent occupational safety and health standards for general industry (29 CFR Part 1910) as required by the Occupational Safety and Health Administration (OSHA). If the Contractor fails or refuses to promptly comply with safety and security requirements as specified herein, the TPOC or any other project employee may stop all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such work stoppage will be made subject to any claims for extension of time or for excess costs or damages sustained by the Contractor. Also, the Contractor will not be paid for work not performed as a result of the stop order.

b. The Contractor will comply with the Occupational Safety and Health Act (OSHA), the Corps of Engineers Manual, EM 385-1-1, https://www.publications.usace.army.mil/portals/76/publications/engineermanuals/em_385-1-1.pdf latest version and as otherwise stated herein. Special attention will be given to the requirements for safety meetings.

The Contractor will inform the TPOC and/or Project Representative a minimum of 7 calendar days prior to a Contractor monthly safety meeting, to permit a Government representative to attend.

c. Accident Prevention Plan (APP). The Contractor will prepare an Accident Prevention Plan to assure that requirements of the safety program are provided as specified. This plan must be accepted by the Contracting Officer prior to commencement of any work. One copy of the Accident Prevention Plan will be provided to the Contracting Officer and the TPOC one week prior to the pre-work conference. The Accident Prevention Plan must be in the outline and form prescribed in Appendix A of EM 385-1-1.

d. Activity Hazard Analysis (AHA). The Contractor will use Activity Hazard Analyses (AHA’s) as one of many tools to insure safe performance of work. It is the Contractor’s responsibility to prepare the AHA.

Sample AHA’s may be available at the project office for review and use by the Contractor to assist in the development of site specific Activity Hazard Analyses prior to the Contractor performing the job. The Contractor is encouraged to revise or add to these sample AHA’s as necessary to address changing conditions. Prior to performing jobs with inherent hazards, the Contractor will review, at a “Tool Box” safety meeting, the approved AHA’s with those employees who will perform that work each time the work is ordered. The Government may request advanced notification of the time and date of the above AHA “Tool Box” safety meeting for Contractor employees so that the Government may attend such reviews.

The Government will require the Contractor to prepare an AHA for any jobs for which an adequate AHA does not already exist. A copy of this AHA will be submitted to the TPOC and must be accepted before the Contractor starts the job. This copy of the AHA will become the property of the Government. Guidance is included, which will be used by the Contractor as a guide for the preparation of required AHA's.

A copy of the approved AHA’s will be available at all times to workers at each associated job site and a copy will be provided to the Government.

e. Public Safety. The Contractor will ensure that reasonable precautions are taken to protect the public at all times where work is being performed. The Contractor will immediately report to the TPOC and/or Project Representative any potential hazards found by his employees on the project. The Accident Prevention Plan will include procedures to be taken to provide for public safety. Additionally, the Contractor will not allow any persons, except employees, into work areas that are not otherwise open to the public; nor will the Contractor transport in Contractor work vehicles any persons, except employees, during times the Contractor is on the project performing work under a contract.

f. Personal Protective Apparel and Equipment. Protective apparel and equipment, as identified in the AHA, will be provided to eliminate or minimize hazards to personnel. As a minimum, each employee will wear a short-sleeved shirt, long trousers, and appropriate footwear during all contract work. Face shields, spectacles with side-shields, or goggles, and hearing protection will be worn by employees when required by safety manual. Fire extinguisher(s) and first aid kit(s) meeting the Safety Manual standards will also be provided and easily accessible to all employees.

g. Contractor Employees Certified in First Aid & CPR. The Contractor will schedule employees so the appropriate numbers of certified personnel are on duty to administer First Aid and CPR as required by the Safety Manual.

Copies of their certification will be provided in accordance with regulations. Two people per crew will be trained in First Aid and CPR. Individuals working alone will be trained in First Aid.

h. Hazard Communication Program. The Contractor will be responsible for implementing a hazard communication program for Contractor employees, as required by the Safety Manual. The Contractor will provide Material Safety Data Sheets (MSDS) and/or Safety Data Sheets (SDS) for review by the TPOC prior to use of any hazardous substance on the project and provide a plan for the proper handling, transportation, storage and usage of hazardous substances on the project.

11. Required Security Training and Planning.

A. All contractor and all associated sub-contractors employees will comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor will also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

B. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

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

D. All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

E. The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the Contracting Officer no later than 3 business days after the initial contract award.

Emergency Contacts. A prioritized list, including phone numbers, of those persons (normally Contractor Representatives) to call in case of emergencies.

The contractor will supply the Technical Point Of Contact (TPOC) with an Accident Prevention Plan (APP) and an Activity Hazard Analysis (AHA) prior to site work in accordance with EM 385-1-1.

12. Accident Reporting.

The Contractor is responsible for reporting all accidents to the Lock Master immediately. Prompt action will be taken to ensure immediate and appropriate medical treatment. The Contractor will maintain an accurate record of any accidents in the manner and on the forms prescribed by the Lock Master. For property damage accidents of $2,000 or more, the Contractor will complete and submit to the Lock Master a copy of ENG Form 3394. The Contractor will maintain an OSHA 300 Log of On – The – Job injuries and first aid treatments.

The Contractor will also provide a monthly record of all exposure and accident experience incidental to the performance of services under the contract. This reporting requirement includes exposure and accident experience of both the Prime Contractor and any subcontractor(s). A Monthly Record of Work-Related Injuries/Illnesses & Exposure form will be available from the Lock Master. The Monthly Record of Work- Related Injuries/Illnesses & Exposure report will be provided to the Lock Master by the 5th working day of the month for the previous month.

13. Damage Reports.

All instances where Government materials, supplies, property, and/or equipment are damaged will be reported immediately to the Lock Master. When the damage was caused by contract employees, a written report of the incident and extent of such damage will be submitted to the Lock Master, within 2 work days (less weekends and holidays) of occurrence. For property damage accidents of $2,000 or more the Contractor will complete and submit to the Lock Master a copy of ENG 3394.

14. Contractor Employees’ Conduct and Competency.

All contract employees will conduct themselves in a proper and courteous manner at all times. Since the majority of work is performed in the presence of the general public, the conduct of all employees is critical and will be closely monitored. Contract employees will comply with all provisions of Title 36, Chapter III, Part 327, CFR and obey all posted signs and regulations in the performance of the work under this contract.

Being under the influence of or consuming alcoholic beverages or controlled substances by the Contractor or employees while on duty is prohibited.

a. Employee Dismissal. The Contractor expressly agrees to dismiss any employee or subcontractor employee whose continued employment is deemed by the Lock Master to be inconsistent with the best interests of the public or the U.S. Army Corps of Engineers. The KO or the Lock Master may require the Contractor to immediately remove from the work site any employee or subcontractor who is incompetent, endangers persons or property, or whose physical or mental condition would impair their ability to satisfactorily perform the work. Notification to the Contractor will be promptly made in writing if time and circumstances permit.

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File details come from the government source that posted it. Updated Apr 5, 2022.