W911PT21Q0041P00001 - Solicitation Amendment.pdf

SEE SCHEDULE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

This amendment is issued to add CLIN 0003, modify CLIN 0002 and extend the due date for proposals to 20 May 2021.

1. CONTRACT ID CODE PAGE OF PAGES

1 26

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 05-May-2021

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911PT21Q0041

X 9B. DATED (SEE ITEM 11)

10-Mar-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

05-May-2021

CODE

ARMY CONTRACTING COMMAND-WARREN (WVA)

ATTN: CCTA-HDW/BLDG 10

1 BUFFINGTON STREET

WATERVLIET NY 12189-4000

W911PT 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

joseph.s.pokrentowski.civ@mail.milEMAIL:5182664738TEL:

JOSEPH POKRENTOWSKI / CONTRACT SPECIALIST

W911PT21Q0041

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION A - SOLICITATION/CONTRACT FORM

The required response date/time has changed from 14-Mar-2021 05:00 PM to 20-May-

2021 05:00 PM.

SECTION B - SUPPLIES OR SERVICES AND PRICES

CLIN 0001

The CLIN extended description has changed from:

To provide all labor, material, parts and equipment to repair the raised pattern (skid resistant) steel plate covers over the electrical trenches for the G&L Vertical Turning Center (VTC) machines per scope of work # 20PW206 which is attached and incorporated.Wage Determination General Decision Number: NY2 dated 01/01/ 2021 applies and is incorporated.Magnitude of both requirements is between $25,000 and $100,000.Technical Point of Contact is Dan Clough.100% Payment Bonds are required.

To:

To provide all labor, material, parts and equipment to repair the raised pattern (skid resistant) steel plate covers over the electrical trenches for the G&L Vertical Turning Center (VTC) machines per scope of work # 20PW206 which is attached and incorporated.Wage Determination General Decision Number: NY2 dated 04/16/2021 applies and is incorporated.Combined Magnitude of the Project is $100,000.00 - $250,000.00.Technical Point of Contact is Dan

CLIN 0002

The CLIN extended description has changed from:

To provide all labor, material, parts and equipment to repair the metal cover plates over the steam trench located in the back of the Apparatus Bay of the Fire House, Building 22 per scope of work # 20PW200 which is attached and incorporated.Wage Determination General Decision Number: NY2 dated 01/01/ 2021 applies and is incorporated.Magnitude of both requirements is between $25,000 and $100,000.Technical Point of Contact is Dan

To:

To provide all labor, material, parts and equipment to repair the metal cover plates over the steam trench located in the back of the Apparatus Bay of the Fire House, Building 22 per scope of work # 20PW200 Rev 1 which is attached and incorporated.Wage Determination General Decision Number: NY2 dated 04/16/2021 applies and is incorporated.Combined Magnitude of the Project is $100,000.00 - $250,000.00.Technical Point of Contact is Dan

CLIN 0003 is added as follows:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0003 1 Lot Repair Overflow Pit, Grating & Ladder

FFP

To provide all labor, material, parts and equipment to Repair the Concrete Overflow Pit, Grating and Ladder in the Basement of Building 136 per scope of work # 20PW062 which is attached and incorporated.

Wage Determination General Decision Number: NY2 dated 04/16/2021 applies and is incorporated.

Combined Magnitude of the Project is $100,000.00 - $250,000.00.

Technical Point of Contact is Dan Clough.

100% Payment Bonds are required.

FOB: Destination

NSN: AASSVC1051013N

MILSTRIP: W16H1F1051013N

PURCHASE REQUEST NUMBER: W16H1F1051013N

PSC CD: Z2EB

NET AMT

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been added by full text:

STATEMENT OF WORK - 20PW062

STATEMENT OF WORK (SOW)

FOR

Repair Concrete Overflow Pit, Grating and Ladder

AT

Watervliet Arsenal Building #136

Project #: 20PW062

Installation Management, Public Works Division

Facilities Engineering (TAWV-IMP-F)

PART 1 GENERAL

SUMMARY OF WORK

1.1.1 Project Description

a. This Statement of Work (SOW) defines the effort required to repair deteriorating concrete and seal the bottom and side walls of the overflow pit. In addition, this project will include installation of a new ladder system and grating with access door.

1.1.2 Location of Work

a. The work is located in the basement of Bldg. 136, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.1.3 Period of Performance

a. The contractor shall be required to (i) commence work under this contract within 7 calendar days after the date the contractor receives notice to proceed, (ii) prosecute the work diligently, and (iii) complete the entire work ready for use not later than [60] calendar days after notice to proceed was given. The time stated for completion shall include final cleanup of the premises.

1.1.4 Hours of Operation

a. Normal duty hours are 7:00 AM through 4:00 PM, Monday through Thursday, and 7:00 AM through 3:00 PM on Fridays. Federal holidays are non-work days. If a federal holiday falls on a Saturday or Sunday, the preceding Friday or following Monday is a work holiday.

SUBMITTALS

1.1.5 General Submittal Requirements

a. The contractor shall provide submittal documents via e-mail to the Contracting Officer for review and approval. Provide all physical (non-document) submittals (including but not limited to material swatches, samples, etc.) directly to the Contracting Officer for review and approval. All submittals require government approval unless otherwise explicitly stated.

b. The contractor shall reference APPENDIX A “Consolidated List of Submittals” for the complete list of required submittals.

1.1.6 Contractor Safety Plan

a. The contractor shall submit a safety plan which is specific to the work activity being performed under the scope of this project for Government review and approval.

1.1.7 Lockout / Tagout (LOTO) Acknowledgement

a. The Contractor shall sign and submit a “Lockout/Tagout (LOTO) Notification Acknowledgement Record” prior to working on or de-energizing any electrical equipment.

1.1.8 Asbestos Notification Acknowledgement Record

a. The contractor shall sign the “Asbestos Notification Acknowledgement Record” and submit this form to the Project COR prior to starting project work.

1.1.9 Project Schedule

a. The contractor shall create a project schedule and submit for Government review and approval.

b. The project schedule shall detail the phases of work and the overall timeline for the execution of the work. The contractor shall include delivery dates, appropriate milestones, and shall clearly detail any requirements for work performed outside of regular hours of operation.

GENERAL REQUIREMENTS

1.1.10 Watervliet Arsenal Information for Contractors (WAIC)

a. The contractor shall perform all work in strict conformance with Watervliet Arsenal Instructions for Contractors (WAIC). The contractor shall read and understand this document prior to submitting a proposal. The WAIC is publically available at:

<http://www.wva.army.mil/Documents/Contracting/WAIC.pdf>

1.1.11 Utility Outage Requests and Utility Connection Requests

a. Schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, coordinate schedule with COR. Schedule utility outages and connections to minimize disruptions to the Government. No additional payment will be provided for utility outages and connections required to be performed outside the regular work hours.

b. The contractor shall notify the Contracting Specialist a minimum of two (2) business days before the contractor starts work. The contractor shall notify the COR a minimum of seven (7) business days before the shut-down of a utility or building service.

1.1.12 Safety Requirements

a. The contractor is required to provide the proper control of hazardous energy (lockout/tagout) per

OSHA 29 CFR 1910.147.

b. The contractor shall inspect the project work site prior to starting work, and shall request a copy of the asbestos building inspection records to verify the location and description of known asbestos-containing materials.

ON-SITE PERMITS

1.1.13 Excavation (Dig Permit)

a. The clearance of buried utilities will be performed by the Government in advance of the Contractor performing subsurface work, unless otherwise explicitly stated.

b. The Contractor shall obtain a copy of the completed Utility Clearance Permit (WVA Form 420-2-E) from the COR prior to performing subsurface work. Verify existing utility locations indicated on contract drawings, within area of work.

1.1.14 Hot Work and Confined Space

a. Obtain permit for welding, burning, use of flame, or entry into confined space from WVA Fire

Department by calling (518)266-5990 each day the permit is to be used.

APPLICABLE DOCUMENTS

1.1.15 Drawings

a. The following drawings accompany this Statement of Work and are a part thereof.

i. A1 – Grating Plan View

ii. A2 – Cutout Plan View

1.1.16 References

a. The following references accompany this Statement of Work and are a part thereof.

i. Watervliet Arsenal Instructions for Contractors (WAIC).

ii. NFPA 70 – National Electric Code (NEC).

iii. AASHTO (American Association of State Highway and Transportation Officials)

Standard Specifications For Highway Bridges ANSI/NAAMM MBG 532

CONTRACTOR EQUIPMENT

1.1.17 Equipment Identification

a. The contractor shall create and affix a label to all large equipment, dumpsters, and other mobilized property, which is weather-resistant (laminated, or within a see-thru label hanger), securely affixed to the equipment or visible through a window, and which clearly displays the General Contractor’s:

i. Company Name, POC Name (first, last), POC phone number, Project Number.

1.1.18 Waste Dumpster

a. The contractor shall place any waste dumpsters in a manner that does not interfere with thru-traffic.

b. Place waste dumpsters with a minimum of 33’ clearance from any building. The final location shall be coordinated with, and approved by the COR before any dumpsters are mobilized.

c. Cover all waste dumpsters when not in use, and before the end of each work shift. The cover shall be weather-tight.

d. The Contractor shall submit all Bills of Lading and Weight Slips associated with the disposal of all construction and demolition (C&D) debris to the Contracting Officer on a monthly basis. The contractor shall provide this information within ten (10) days of disposal of the waste.

PART 2 PRODUCTS

GENERAL

All work shall be in strict accordance with product manufacturer’s instructions and specifications, including but not limited to manufacturer guidance for storage, staging, application, installation, and disposal of the product.

2.1.1 Hazardous Materials

a. The contractor shall submit Safety Data Sheets (SDS) for all hazardous materials to be used.

2.1.2 Asbestos, Mercury, Lead, PCB

a. Unless otherwise stated, all materials for this project shall be new. All products shall not contain any asbestos, mercury, chromium/lead paint, Class I Freon, and Polychlorinated Biphenyls (PCB), and shall state such on the manufacturer’s original packaging.

2.1.3 DoD Green Procurement Program

a. All construction materials shall meet the applicable requirements of the DoD Green Procurement

Program, specifically recycled content products, environmentally preferable products and services, biobased products, energy-and water-efficient products, alternate fuel vehicles and alternative fuels, products using renewable energy, and alternatives to hazardous or toxic chemicals as found at <http://www.acq.osd.mil/dpap/cpic/cp/docs/USA001967-08-DPAP.pdf>.

2.1.4 Paint

a. To meet the Affirmative Procurement Program (Federal Government’s Buy Recycled

Requirements) all paint used in the project shall adhere to the below listed requirements of the Comprehensive Procurement Guideline for recovered materials. This applies only to interior latex paint, only if available at the time of the project.

i. Reprocessed Latex Paint (White, Off-White, Pastel Colors) shall contain 20% Post consumer content.

ii. Reprocessed Latex Paint (Grey, Brown Earth tones, and Other Dark Colors) shall contain 50-99% Post consumer content.

iii. Consolidated Latex Paint shall contain 100% Post consumer content.

PRODUCTS

2.1.5 Lining System Material

a. General:

i. Non-porous, epoxy-based coating material explicitly manufactured as a structural lining.

ii. Once cured, lining system shall seal against 100% of infiltration and exfiltration.

iii. Solvent VOC shall be 0% (none) IAW ASTM D3960.

iv. Tensile bond to concrete shall be minimum 525 PSI.

v. Tensile strength shall be minimum 8,900 PSI IAW ASTM D638.

vi. System shall have “excellent” chemical compatibility with:

i. Alkyl Amine (methylamine, ethanolamine/2-aminoethanol)

ii. Operating temperatures up to 180 degrees Fahrenheit

b. Manufacturer:

i. Epoxytec – CPP (Concrete Polymer Paste) or equivalent as proposed by Contractor and approved by COR.

2.1.6 Non-metallic Fixed Access Ladder

a. General:

i. Non-metal, corrosion resistant

ii. OSHA regulation compliant

iii. Shall be yellow in color

b. Manufacturer:

i. National Grating FRP Solutions Fiberglass ladders or equivalent as proposed by

Contractor and approved by COR.

2.1.7 Bar Grating

a. General:

i. 19W4 Carbon Steel

ii. Heavy Duty Welded

iii. Smooth Surface, 1-1/2”

iv. 1-1/2” x ¼” Bar Size

v. 1-3/16” Bearing Bar Spacing

vi. 4” Cross Bar Spacing

vii. Galvanized per ASTM A-123 or A-385

PART 3 EXECUTION

ITEMS OF WORK

3.1.1 General Requirements.

a. The work covered by this document consists of furnishing all equipment, materials, labor and performing all operations required for concrete repairs as directed.

b. The Contractor is required to review the project site, obtain and/or verify all measurements and project data required to perform the project work. Information shown on project plan(s) is of a graphical nature. Precise locations and actual sizes must be verified.

c. The Contractor shall review all contract documents and provide written notice to the Project Engineer and Contracting Officer of any discrepancies that are found prior to bid submission.

d. The Contractor shall submit with their bid, at least three job references where the Contractor has successfully completed similar applications/repairs.

e. All materials shall be delivered to the jobsite in their original, unopened packages, clearly labeled with the manufacturer's identification, printed instructions and batch code. Contractor shall store and condition the specified products as per the appropriate product data sheet.

f. All work shall be performed in accordance with the applicable safety and health standards, the contract, and these specifications. Adequate ventilation shall be provided and maintained at all times during use of monomeric materials and solvents. Fans used for ventilating shall be explosion proof.

If necessary, respirators that filter organic fumes and mists shall be worn. All contaminated materials such as wipes, empty containers, and waste material shall be continually deposited in containers that are protected from spillage. Spillage shall be immediately and thoroughly cleaned up and disposed of in accordance with applicable regulations.

3.1.2 Repair Concrete.

a. The Contractor shall install a protective coating/lining solution to all surfaces of the pit to protect against infiltration and exfiltration. Chosen material shall be a two-component moisture insensitive, highly adhesive, chemical resistant, 100% solids, high strength and reinforced structural-grade epoxy. Prior to coating/liner application, the Contractor shall remove and patch roughly 200 square feet of loose, delaminated and weak concrete.

b. The Contractor shall use all means and precautions necessary to insure the safety of the occupants and protection to the existing building infrastructure (to include but not limited to the sump pump, piping, and conduit) during demolition and surface preparation operations.

c. The Contractor shall install necessary barricades and enclosure to contain particles and vapors from migrating into other areas of the building, and to protect and control construction traffic. Efforts shall be made to create a barrier that effectively prevents air-borne pollutants from moving from the work area to another adjacent area within the building. To increase the effectiveness of the barrier, physical barriers can be used, such as plastic sheeting.

d. The Contractor shall be responsible to remove all of the accumulated water from within the pit prior to proceeding with any work. Provisions will be made with “Boiler Plant” personnel to ensure water is NOT drained into the pit after work commences.

e. The Contractor shall completely remove all oil, grease, dust, curing compounds, waxes, laitance and other contaminants from all horizontal and vertical surfaces to come in contact with the material.

Contractor shall prepare concrete in accordance with the manufacturer’s recommendations, and using acceptable mechanical means as necessary to obtain clean, sound and profiled concrete.

Contractor shall prepare concrete in accordance with SSPC-SP 13/NACE No. 6 “Surface Preparation of Concrete.”

f. The Contractor shall remove all rust, corrosion, and bonded concrete from any exposed reinforcing steel. As a minimum, the steel shall be cleaned to remove all loose or poorly bonded debris that would affect bond between the repair material and reinforcing steel. To prevent flash rusting, the Contractor shall use a recommended holding primer. It is estimated that this will be required for 60 square feet of the overall repair.

g. After the concrete has been prepped and cleaned, it shall remain in a clean, dry condition until the repair has been completed. Any contamination, including oil, solvent, dirt accumulation, or foreign material shall be removed by additional cleanup.

h. Surface and material temperatures shall be kept within the requirements for the selected product during and after product application, until product is cured.

i. Placing of protective coating/lining solution shall be in the presence of the Project COR or a designated representative. Placement shall NOT begin until all preparation is complete and the COR or authorized representative has approved the conditions.

3.1.3 Replace Grating and Ladder.

a. The Contractor shall avoid creating a safety issue by having an open trench for an extended period of time. Therefore, the existing deformed bar grating shall remain intact until it can be exchanged.

b. The Contractor shall furnish and install new Heavy Duty Welded Grating in its place. Grating and associated components shall be installed in accordance with manufacturer’s instructions. Contractor shall provide shop drawings showing plans, elevations and details of sections and connections to include type and location of fasteners.

i. Inspection:

i. Contractor shall take field measurements prior to preparation of shop drawings.

ii. Contractor shall verify opening locations, opening sites, and dimension tolerances are acceptable.

iii. Contractor shall verify grating dimensions.

iv. Contractor shall inspect surfaces, supports, and anchors on which grating is to be mounted and secured.

v. Contractor shall verify supports and anchors are properly located and oriented.

vi. Contractor shall correct defects prior to installation of grating.

ii. Installation:

i. Grating shall be installed with cross-rods on top side to achieve strength specifications.

ii. Bearing bars and cross bars shall be continuous.

iii. Minimum clearance between grating and support shall be equal to the support angle thickness.

iv. Exposed ends of grating bearing bar shall be banded with a bar of the same depth and thickness as the main bearing bars. Contractor shall weld cut bar(s) to band bar.

v. Contractor shall provide cutouts in grating for existing conduits, pipes, and other penetrations (total of 8). Edges of cutouts shall be banded. Cutouts for circular obstructions are recommended to be at least 2 inches larger in diameter than the obstruction. It is further recommended that cutouts for all piping 4 inches or less in diameter be made in the field. Important Note: Contractor shall disconnect and re-connect piping/conduit as required to install grating. Method of re-attachment shall be approved by the Project COR or a designated representative.

vi. Contractor shall grind rough weld beads and sharp metal edges smooth.

vii. Contractor shall fabricate grating in sections, which do not exceed 100 pounds each.

viii. Contractor shall touch-up and repair hot-dipped galvanized coating disturbed during this work in accordance with ASTM A780, Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings, to maintain uniform barrier and cathodic protection as well as ensure longevity.

ix. Contractor shall place grating in correct position and ensure it is plumb and level, with no trip hazards present.

x. Contractor shall secure grating in place using saddle clips or similar type of fastener to prevent movement.

xi. When finished, the Contractor shall clean paint spatter, concrete slobber, grease, oil or any other debris from exterior surface of grating.

c. The Contractor shall create a 30” x 30” hinged access hatch in the new grating system; comparable to the existing concept. Contractor shall band the two (2) unsupported edges using 1/2” x 3 ” A-36 galvanized steel flat bar. Steel shall be trimmed as required to sit flush on the perimeter angle steel.

d. To protect against galvanic corrosion from dissimilar metals, the Contractor shall apply a minimum of two coats of “Safety Yellow” paint to the existing angle support steel. Paint shall be POR15, 46304, or equivalent.

i. All paint shall be new and applied in accordance with the manufacturer’s requirements.

The application shall be performed with no signs of deterioration.

ii. All surfaces shall receive a uniform coating with each layer. This is to include edges and corners. The dried coat shall be free of runs, waves, brush marks, voids, and variations in color, texture, and finish.

e. The Contractor shall carefully remove the existing metal ladder and associated hardware from the east wall of the pit, and replace it with a new FRP fiberglass composite ladder system.

i. Contractor shall install the new ladder in accordance with all of the manufacturer’s recommendations.

ii. Contractor shall make certain there is an adequate, level landing where the ladder will be installed.

iii. Contractor shall use appropriate precautions while lifting and setting the new ladder into position.

iv. Contractor shall not climb ladder in any manner until it is firmly secured at the top and bottom.

v. When fully assembled, the new ladder and accessories should have no unfilled bolt holes.

vi. Contractor shall perform a routine inspection prior to closeout, carefully checking tightness of nuts and bolts, and looking for signs of damage.

CLOSEOUT REQUIREMENTS

3.1.4 Construction and Demolition Debris

a. The Contractor shall submit copies of all Bills of Lading and Weight Slips associated with the disposal of construction and demolition (C&D) debris and/or recycled materials, under this scope of work. Submit documentation per Appendix A, “Consolidated List of Submittals”.

3.1.5 Cleanup of Work Site

a. The contactor shall clean all work areas and remove all tools, equipment, debris, materials, and all waste from the premises.

b. The contractor shall remove all debris from any remote holding locations, to include any excavation and concrete equipment chute cleanout debris.

c. The contractor shall remove their equipment from Watervliet Arsenal premises within five (5) working days after completion of project work.

3.1.6 Restoration of Work Site

a. The contractor shall repair any items, building surfaces, equipment or miscellaneous items which were damaged during the execution of this SOW. Items that cannot be repaired to restore original function or aesthetics shall be replaced in kind by the Contractor at no additional charge to the Government.

b. Grass, trees, and other vegetation affected by project work shall be restored to same or better condition as existed prior to the start of project work. The Contractor shall prepare the affected areas to eliminate uneven areas and low spots. Remove foreign materials, weeds, and damaged soil. The

Contractor shall scratch the area to a depth of three (3) inches where topsoil is to be placed. Spread topsoil to a uniform, compacted depth of less than five (5) inches over areas to be reseeded. Rake until smooth. The Contractor shall seed, fertilize, and water the area to establish grass.

3.1.7 Warranty

a. The contractor shall provide a [1] year warranty on materials and workmanship.

PART 4 APPENDICES

a. Consolidated List of Submittals

b. Quality Assurance Surveillance Plan (QASP)

c. A1 – Grating Plan View

d. A2 – Cutout Plan View

APPENDIX A: Consolidated List of Submittals Line Item Submitted Submittal Needed By Submittal Reviewed By (Office)

1 Safety Data Sheets for Hazardous Materials

(SDS)

NLT 7 Calendar Days After Award

Safety Office

2 Signed Contractor Asbestos Notification Form NLT 7 Calendar Days After Award

Environmental Office

3 Signed Lockout/Tagout (LOTO) Notification Acknowledgement Record

NLT 7 Calendar Days After Award

Safety Office

4 Project Schedule NLT 7 Calendar Days After Award

COR

5 Contractor Safety Plan NLT 7 Calendar Days After Award

COR

6 Bills of Lading, Dump Slips for C&D Debris and Recycled Materials

Within 10 calendar days of disposal of any waste

Environmental Office

7 Bar Grating Shop Drawings & Cut Sheet NLT 7 Calendar Days After Award

COR

8 Concrete Product Data NLT 7 Calendar Days After Award

COR

9 Coating/Liner System Product Data NLT 7 Calendar Days After Award

COR

10 Ladder Cut Sheet NLT 7 Calendar Days After Award

COR

11 Paint Product Data NLT 7 Calendar Days After Award

COR

STATEMENT OF WORK - 20PW206

Repair Steel Deck Plates

Building #20

Project #: 20PW206

PART 5 GENERAL

5.1.1 Project Description

a. This Statement of Work (SOW) defines the effort required to repair the raised pattern (skid resistant) steel plate covers over the electrical trenches for the G&L Vertical Turning Center (VTC) machines. These covers were damaged (deflected) by fork lift traffic.

5.1.2 Location of Work

a. The work is located at Bldg. 20, C-Bay, Sections 6-9, approximately as indicated. The exact location will be shown by the Contracting Officer.

5.1.3 Period of Performance

a. The contractor shall be required to (i) commence work under this contract within 7 calendar days after the date the contractor receives notice to proceed, (ii) prosecute the work diligently, and (iii) complete the entire work ready for use not later than [30] calendar days after notice to proceed was given. The time stated for completion shall include final cleanup of the premises.

5.1.4 Hours of Operation

a. Normal duty hours are 7:00 AM through 4:00 PM, Monday through Thursday, and 7:00 AM through 3:00 PM on select Fridays (the arsenal is closed every-other Friday). Federal holidays are non-work days. If a federal holiday falls on a Saturday or Sunday, the preceding Friday or following Monday is a work holiday.

5.1.5 General Submittal Requirements

a. The contractor shall provide submittal documents via e-mail to the Contracting Officer for review and approval. Provide all physical (non-document) submittals (including but not limited to material swatches, samples, etc.) directly to the Contracting Officer for review and approval. All submittals require government approval unless otherwise explicitly stated.

b. The contractor shall reference APPENDIX A “Consolidated List of Submittals” for the complete list of required submittals.

5.1.6 Contractor Safety Plan

a. The contractor shall submit a safety plan which is specific to the work activity being performed under the scope of this project for Government review and approval.

5.1.7 Lockout / Tagout (LOTO) Acknowledgement

a. The Contractor shall sign and submit a “Lockout/Tagout (LOTO) Notification Acknowledgement Record” prior to working on or de-energizing any electrical equipment.

5.1.8 Asbestos Notification Acknowledgement Record

a. The contractor shall sign the “Asbestos Notification Acknowledgement Record” and submit this form to the Project COR prior to starting project work.

5.1.9 Project Schedule

a. The contractor shall create a project schedule and submit for Government review and approval.

b. The project schedule shall detail the phases of work and the overall timeline for the execution of the

5.1.10 Watervliet Arsenal Information for Contractors (WAIC)

a. The contractor shall perform all work in strict conformance with Watervliet Arsenal Instructions for Contractors (WAIC). The contractor shall read and understand this document prior to submitting a proposal. The WAIC is publically available at:

<http://www.wva.army.mil/Documents/Contracting/WAIC.pdf>

5.1.11 Utility Outage Requests and Utility Connection Requests

a. Schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, coordinate schedule with COR. Schedule utility outages and connections to minimize disruptions to the Government. No additional payment will be provided for utility outages and connections required to be performed outside the regular work hours.

b. The contractor shall notify the Contracting Specialist a minimum of two (2) business days before the contractor starts work. The contractor shall notify the COR a minimum of seven (7) business days before the shut-down of a utility or building service.

5.1.12 Safety Requirements

a. The contractor is required to provide the proper control of hazardous energy (lockout/tagout) per

OSHA 29 CFR 1910.147.

b. The contractor shall inspect the project work site prior to starting work, and shall request a copy of

5.1.13 Excavation (Dig Permit)

a. The clearance of buried utilities will be performed by the Government in advance of the Contractor performing subsurface work, unless otherwise explicitly stated.

b. The Contractor shall obtain a copy of the completed Utility Clearance Permit (WVA Form 420-2-E) from the COR prior to performing subsurface work. Verify existing utility locations indicated on contract drawings, within area of work.

5.1.14 Hot Work and Confined Space

5.1.15 Drawings

a. The following drawings accompany this Statement of Work and are a part thereof.

i. S1 – Site Plan & Details

5.1.16 References

a. The following references accompany this Statement of Work and are a part thereof.

i. Watervliet Arsenal Instructions for Contractors (WAIC).

ii. NFPA 70 – National Electric Code (NEC).

CONTRACTOR EQUIPMENT

5.1.17 Equipment Identification

a. The contractor shall create and affix a label to all large equipment, dumpsters, and other mobilized property, which is weather-resistant (laminated, or within a see-thru label hanger), securely affixed to the equipment or visible through a window, and which clearly displays the General Contractor’s:

i. Company Name, POC Name (first, last), POC phone number, Project Number.

5.1.18 Waste Dumpster

a. The contractor shall place any waste dumpsters in a manner that does not interfere with thru-traffic.

b. Place waste dumpsters with a minimum of 33’ clearance from any building. The final location shall be coordinated with, and approved by the COR before any dumpsters are mobilized.

c. Cover all waste dumpsters when not in use, and before the end of each work shift. The cover shall be weather-tight.

d. The Contractor shall submit all Bills of Lading and Weight Slips associated with the disposal of all

PART 6 PRODUCTS

All work shall be in strict accordance with product manufacturer’s instructions and specifications, including but not limited to manufacturer guidance for storage, staging, application, installation, and disposal of the product.

6.1.1 Hazardous Materials

a. The contractor shall submit Safety Data Sheets (SDS) for all hazardous materials to be used.

6.1.2 Asbestos, Mercury, Lead, PCB

a. Unless otherwise stated, all materials for this project shall be new. All products shall not contain any asbestos, mercury, chromium/lead paint, Class I Freon, and Polychlorinated Biphenyls (PCB), and shall state such on the manufacturer’s original packaging.

6.1.3 DoD Green Procurement Program

a. All construction materials shall meet the applicable requirements of the DoD Green Procurement Program, specifically recycled content products, environmentally preferable products and services, biobased products, energy-and water-efficient products, alternate fuel vehicles and alternative fuels, products using renewable energy, and alternatives to hazardous or toxic chemicals as found at <http://www.acq.osd.mil/dpap/cpic/cp/docs/USA001967-08-DPAP.pdf>.

6.1.4 Paint

a. To meet the Affirmative Procurement Program (Federal Government’s Buy Recycled

Requirements) all paint used in the project shall adhere to the below listed requirements of the Comprehensive Procurement Guideline for recovered materials. This applies only to interior latex paint, only if available at the time of the project.

i. Reprocessed Latex Paint (White, Off-White, Pastel Colors) shall contain 20% Post consumer content.

ii. Reprocessed Latex Paint (Grey, Brown Earth tones, and Other Dark Colors) shall

6.1.5 Trench Cover(s): ASTM A-786, medium 4-way pattern, commercial grade mill finish, not polished.

6.1.6 Stiffener: A36 Steel Angle or Channel, hot rolled, mild steel.

6.1.7 Paint: Ultra Tuff Rubberized Anti-Slip Coating (UT-100) or equivalent.

a. Non-skid, water based, single component product. Created through a unique process of cross-linking urethanes, acrylics, and co-polymers and utilizing recycled rubber crumb as an aggregate. These coatings are designed to provide an attractive, highly durable impact resistant non-slip surface.

i. Water borne

ii. No VOC’s or Isocyanates

iii. Single pack

iv. Easy to apply

v. Environmentally Friendly

vi. Chemical resistant

vii. Non-flammable

viii. Wide color range

ix. UV resistant

6.1.8 Primer: Ultra Tuff Water Based Primer (MP-10) or equivalent.

a. Single component product that is compatible with most high performance finish coatings. The product is designed specifically for metal surfaces.

i. Pre-mixed

ii. Water Borne

iii. Corrosion Inhibiting

iv. Low VOC

v. Excellent Adhesion

vi. Fast Dry

PART 7 EXECUTION

ITEMS OF WORK

7.1.1 General Requirements.

a. The contractor is required to review the project site, and obtain and/or verify all measurements and project data/information required to perform this project work. In addition, the contractor is required to review all contract documents, and provide written notice to the Project Engineer or Contracting Officer of any discrepancies that are found.

b. The contractor shall supply all tools, materials, supplies, equipment, labor, temporary utilities and supervision necessary for complete and appropriate execution of the contract documents and requirements of this SOW. This shall include all appropriate equipment to deliver, place and install steel plates in accordance with manufacturer's recommendations.

c. This SOW and any Project Drawings and Specifications do not indicate each component, device, fastener, fixture, or similar incidental item necessary for the performance of the work. The contractor shall provide, furnish, and install all necessary and appropriate components, devices, fasteners, fixtures, or similar incidental items as necessary and required to provide complete, operable, and functional system to suit the intended purpose.

d. The contractor shall take prompt corrective measures to eliminate existing and predictable hazards and to stop work when required.

7.1.2 Repair Trench Covers.

a. The contractor shall furnish and install new sections of trench covers and appurtenances required to complete work shown and specified. New plates shall be of same type and size as existing steel plates.

i. All plating used shall be without deformations (warping, cracking, etc.) and shall be subject to straightedge testing.

ii. Plate removal will be required if it is permanently deformed. Steel trench plate deformation may occur during loading, but if a steel plate is deformed without loading it shall be removed and replaced.

b. The contractor shall inspect surfaces, supports, and anchors on which trench covers are to be mounted and secured.

i. Verify supports and anchors are properly located and oriented.

ii. Verify opening locations, opening sites, and dimension tolerances are acceptable.

iii. Correct defects prior to installation of trench covers.

c. The contractor shall submit shop drawings showing plans, elevations and details of sections and connections to include type and location of fasteners.

d. The contractor shall use all means and precautions necessary to insure the safety of the occupants and protection to the cabling within the trenches during all phases of work. This shall include the use of welding blankets. Welding blankets shall be fire retardant and high-temperature resistant.

Any damage to the cabling as a result of this work will be the responsibility of the contractor to correct at no cost to the Government.

e. The contractor shall avoid creating a safety issue by having an open trench for an extended period of time. Therefore, the covers shall remain in place as necessary until each section is repaired or replaced.

i. In the event the contractor chooses to take the plate(s) offsite for modification, the trench shall be covered in a manner to suitably withstand traffic from forklifts and pedestrians. Contractor shall ensure the temporary covers have an anti-slip surface and beveled edges to prevent slips, trips and falls.

f. Trench covers shall be able to bear the weight of a forklift weighing upwards of 4,400 pounds over the full span unless a greater loading is noted.

g. The contractor shall provide stiffener angles (or channel) to meet the load requirements specified above.

i. Contractor shall either notch the stiffener(s) or the cable tray divider(s) within the trench as required to provide adequate clearance. Enough space shall be provided to ensure the plates do not snag during removal operations. Important Note: If the stiffeners are notched, the contractor shall weld gussets on each side of the opening for added strength.

h. The contractor shall drill bolt holes in trench covers for installation of new fasteners to secure trench cover to frame. Contractor shall drill bolt holes larger than nominal size of bolts, unless otherwise specified. Contractor shall counter sink bolt holes.

i. In addition, the contractor shall drill lifting holes. Lifting holes shall be equidistantly spaced from each end of the plate, and no more than 1 inch in diameter.

i. To hold select plates tightly together, plates will require a 6 inch long tack weld for stability (1 location). When the steel is to be welded, a welding procedure suitable for the grade of steel and intended use is to be utilized.

i. Contractor shall also weld 3 x 2 x 3/8 inch angle steel to the underside of adjoining covers to act as a plate rest. Angle steel shall be situated so that 1-1/2 inches overhangs the edge of the plate to which it is being welded.

j. The contractor shall be responsible to ensure that the steel plates and securing systems meet the minimum specifications and are properly installed.

k. Each plate must be fully supported around the perimeter to prevent wobbling or rocking and operate with minimal noise.

l. The plates shall be secured to prevent any movement. Trench plates shall not be overlapped or stacked on top of one another. Steel plates shall be secured against displacement. Securing devices shall not extend above the wearing surface of the plate.

m. The contractor shall re-weld disjointed plate stops (minimum of 2 locations). Plate stops shall be welded and ground flush at the corners for a finished appearance.

n. Welding: All welding and thermal cutting equipment shall be so designed and manufactured, and shall be in such condition, as to enable designated personnel to follow the procedures and attain the results described in AWS D1.1/D1.1M – Structural Welding Code. Contractor shall grind rough weld beads and sharp metal edges smooth.

i. Base metal shall be sufficiently cleaned to permit welds to be made that will meet the quality required. Welds shall not be placed on surfaces that contain fins, tears, cracks, slag or other base metal defects.

ii. Loose scale, thick scale, and thick rust shall be removed from the surfaces to be welded, and from surfaces adjacent to the weld. Surfaces to be welded, and surfaces adjacent shall be cleaned to remove excessive quantities of water, oil, grease and other hydrocarbon based materials.

iii. Insofar as practicable, all welds shall be made in a sequence that will balance the applied heat of welding while the welding progresses. The procedure shall be such that minimizes distortion and shrinkage.

7.1.3 Paint Trench Covers.

a. The contractor shall clean weld spatter, grease, oil, cutting lubricant or any other debris from exterior surfaces of trench covers. All surfaces must be clean and dry. If there is any question of contaminants, use a cleaner such as a commercial degreaser or laundry detergent and a scrub brush.

b. The contractor shall remove rust and paint by sandblasting, power brushing or hand wire brushing before applying the primer coat. Plates shall be sound, dry, and free of all wax, oil, grease, and loose materials.

c. The contractor shall acid etch all bare metal plates, and then test adhesion of the primer prior to completing the process.

d. The contractor shall apply primer and paint in accordance with manufacturer’s recommendations to include applying products within the specified time ranges.

e. The contractor shall apply one (1) coat of primer followed by three (3) coats of the water based non-skid polyurethane coating to achieve the recommendation for heavier traffic use. Contractor shall slowly build the thickness of the coating, and not try to attain the desired thickness in one application. Finish color shall be “black.”

f. The contractor shall ensure a non-skid surface is maintained on the plate. Plate(s) without the required skid-resistance will require removal and repair in accordance with the product literature.

g. When finished, the contractor shall re-paint the 4 inch yellow aisle line. Paint shall match existing in all respects (e.g. color, sheen, texture, etc.).

CLOSEOUT REQUIREMENTS

7.1.4 Construction and Demolition Debris

a. The Contractor shall submit copies of all Bills of Lading and Weight Slips associated with the disposal of construction and demolition (C&D) debris and/or recycled materials, under this scope of work. Submit documentation per Appendix A, “Consolidated List of Submittals”.

7.1.5 Cleanup of Work Site

a. The contactor shall clean all work areas and remove all tools, equipment, debris, materials, and all waste from the premises.

b. The contractor shall remove all debris from any remote holding locations, to include any excavation and concrete equipment chute cleanout debris.

c. The contractor shall remove their equipment from Watervliet Arsenal premises within five (5) working days after completion of project work.

7.1.6 Restoration of Work Site

a. The contractor shall repair any items, building surfaces, equipment or miscellaneous items which were damaged during the execution of this SOW. Items that cannot be repaired to restore original function or aesthetics shall be replaced in kind by the Contractor at no additional charge to the Government.

7.1.7 Warranty

a. The contractor shall provide a [1] year warranty on materials and workmanship.

PART 8 APPENDICES

a. Consolidated List of Submittals

b. Quality Assurance Surveillance Plan (QASP)

c. S1 – Site Plan & Details

APPENDIX A: Consolidated List of Submittals Line Item Submitted Submittal Needed By Submittal Reviewed By (Office)

1 Safety Data Sheets for Hazardous Materials

(SDS)

NLT 7 Calendar Days After Award

Safety Office

2 Signed Contractor Asbestos Notification Form NLT 7 Calendar Days After Award

Environmental Office

3 Signed Lockout/Tagout (LOTO) Notification Acknowledgement Record

NLT 7 Calendar Days After Award

Safety Office

4 Project Schedule NLT 7 Calendar Days After Award

COR

5 Contractor Safety Plan NLT 7 Calendar Days After Award

COR

6 Bills of Lading, Dump Slips for C&D Debris and Recycled Materials

Within 10 calendar days of disposal of any waste

Environmental Office

7 Shop Drawings NLT 7 Calendar Days After Award

COR

8 Paint/Primer Product Data NLT 7 Calendar Days After Award

COR

9 Fastener Product Data NLT 7 Calendar Days After Award

COR

10 Product Data for Manufactured Products NLT 7 Calendar Days After Award

COR

STATEMENT OF WORK-20PW200 REVA

Repair Equipment Bay Steam Trench

Building #22

Project #: 20PW200

Revised 02 April 2021

PART 9 GENERAL

9.1.1 Project Description

a. This Statement of Work (SOW) defines the effort required to repair the steam trench located in the back of the Apparatus Bay of the Fire House, Building 22. The existing metal plates have significantly rusted. The rust has elevated a few of the plates above the surrounding floor creating a tripping hazard. It is the objective of this project to eliminate the tripping hazard and prevent future rusting.

9.1.2 Location of Work

a. The work is located at the Firehouse, Building 22, approximately as indicated. The exact location will be shown by the Contracting Officer.

9.1.3 Period of Performance

a. The contractor shall be required to (i) commence work under this contract within 7 calendar days after the date the contractor receives notice to proceed, (ii) prosecute the work diligently, and (iii) complete the entire work ready for use not later than [60] calendar days after notice to proceed was given. The time stated for completion shall include final cleanup of the premises.

9.1.4 Hours of Operation

a. Normal duty hours are 7:00 AM through 4:00 PM, Monday through Thursday, and 7:00 AM through 3:00 PM on select Fridays (the arsenal is closed every-other Friday). Federal holidays are non-work days. If a federal holiday falls on a Saturday or Sunday, the preceding Friday or following Monday is a work holiday.

9.1.5 General Submittal Requirements

a. The contractor shall provide submittal documents via e-mail to the Contracting Officer for review and approval. Provide all physical (non-document) submittals (including but not limited to material swatches, samples, etc.) directly to the Contracting Officer for review and approval. All submittals require government approval unless otherwise explicitly stated.

b. The contractor shall reference APPENDIX A “Consolidated List of Submittals” for the complete list of required submittals.

9.1.6 Contractor Safety Plan

a. The contractor shall submit a safety plan which is specific to the work activity being performed under the scope of this project for Government review and approval.

9.1.7 Lockout / Tagout (LOTO) Acknowledgement

a. The Contractor shall sign and submit a “Lockout/Tagout (LOTO) Notification Acknowledgement Record” prior to working on or de-energizing any electrical equipment.

9.1.8 Asbestos Notification Acknowledgement Record

a. The contractor shall sign the “Asbestos Notification Acknowledgement Record” and submit this form to the Project COR prior to starting project work.

9.1.9 Project Schedule

a. The contractor shall create a project schedule and submit for Government review and approval.

b. The project schedule shall detail the phases of work and the overall timeline for the execution of the

9.1.10 Watervliet Arsenal Information for Contractors (WAIC)

a.…