Long form SOW 2222854 B2200 REPLACE CONCRETE FROM A1 TO A10 IN CRANE WAY....docx

PUBLIC WORKS

MARINE CORPS LOGISTICS BASE

ALBANY, GEORGIA

TITLE: B2200 REPLACE CONCRETE FROM A1 TO A10 IN CRANE WAY

NAVFAC SPECIFICATION

WO Number: 2222854 Date: 31 Oct 2019 CUSTOMER POC: Fred Broome ENGINEERING POC: Brenton G. Woolley

1. GENERAL DESCRIPTION

Contractor shall provide all labor, management, supervision, tools, supplies, incidental work, materials, and transportation necessary to remove and replace the concrete from A-1 – A-10 in the crane way of B2200. The exact location is to be shown by the Contracting Officer. Contractor shall verify all measurements prior to ordering materials. All work shall be accomplished in strict accordance with prevailing industry standards, manufacturer’s written instructions and all applicable codes. All materials shall be on-site prior to start of work.

1.1 Minor Materials and Work

Minor materials and work not specifically mentioned herein but necessary for the proper completion of the specified work shall be furnished without additional cost to the Government.

1.2 Unforeseen Major Repairs

Should deteriorated material of a major nature be uncovered in the course of the work, it shall be brought to the attention of the Contracting Officer. Repairs shall be made as directed by the Contracting Officer, and an adjustment will be made in the contract price in accordance with the terms of the contract.

1.3 Quantities

Where the replacement of deteriorated or missing materials is required and approximate quantities given, the Contractor shall perform all the required work. Where the quantities for quoting purposes are specified, quotes shall be based on the stated quantity; should more or less than the specified quantities be required, the contract will be adjusted in accordance with the terms of the contract. Replacement of deteriorated materials shall be at such location and of such extent as directed.

1.4 Existing Work

Where existing work is changed or removed, or where new work adjoins, connects to or abuts existing work, the existing work shall be altered as necessary and connected in a substantial and workmanlike manner. All new work shall match, as nearly as practicable, the existing adjoining and/or adjacent similar work. Operations affecting existing work shall be conducted with care not to damage work in place; and all existing work damaged by such operations shall be rectified or replaced without additional expense to the Government.

1.4.1 Waste

Materials with no practical use or economic benefit shall be properly disposed of at a landfill or incinerator. All Construction and Debris materials (C&D) that are disposed of offsite shall be weighed and the weight disposal tickets are to be given to the Contract Surveillance Representative or Construction Manager.

1.4.2 Recycle

Except where specifically specified otherwise herein, all salvable materials and equipment disconnected or removed during the course of the work and not indicated or specified for reuse in the new work shall remain the property of the Government. All recyclable materials such as metals, pipes, pumps, engines, motors, and certain electrical components, to include switch gear, MCCs, conduit, copper wire, distribution and control panels nuts, bolts, washers, old motor starters, obsolete breakers, cable lugs, conduit, conduit fittings, connection boxes, etc will be recycled in accordance with MCO 5090.2A through the base Qualified Recycling Program (QRP). Remaining material shall be removed from the Government property. Contractor will disassemble or cut recyclable material to fit into roll-off containers or on flat bed trailers. With no part of the items hanging off the trailers or protruding out of the top of the containers.

1.4.3 Debris and Unusable Materials

All flammable scrap materials and debris shall be disposed of by removing completely from the Government property.

1.5 Schedule and Sequence of Work

The work shall be prosecuted in such a manner as to cause the least interference with the normal functions of the Government activity. Traffic areas will need to be maintained for the period of time necessary for the Contractor to perform work. Prior to beginning any work, the Contractor shall meet with the Contracting Officer in order that an approved schedule and sequence of work may be arranged.

1.6 Interruption of Utilities Services

Interruptions shall be kept to a minimum and shall be at such times and durations as approved. No interruption shall occur, unless scheduled with the Contracting Officer and approved by him in advance as to time and duration of such interruption.

2. DRAWING ACCOMPANYING SPECIFICATION

The following drawing(s) accompany this specification and is a part thereof. The drawing(s) are the property of the Government and shall not be used for any purpose other than that contemplated by this specification.

3. SITE VISITATION

Prior to submitting quotations, Contractors are urged and expected to inspect the job site and to satisfy themselves as to the general and location condition that may affect the cost of performance of the work to the extent that such information is reasonably obtainable. Site visitation may be arranged with the Contracting Officer at the site. A minimum of 48 hours notice is required prior to time of visit, telephone Area Code (229) 639-5959. See contract clause 52.236-27 for site visit requirements.

4. COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK:

Prior to beginning any work, the Contractor shall meet with the Contracting Officer's representative to discuss and develop mutual understandings relative to scheduling and administering work.

All work shall be accomplished within _90__ calendar days after date of award.

All work shall be accomplished between the hours of 0700 and 1700, Monday thru Friday (excluding federal holidays) unless other times are specifically pre-arranged with the Contracting Officer. This requires a written request two (2) days prior to proposed work. Please see any additional requirements in section 13.

5. STATION REGULATIONS:

The Contractor and his employees and subcontractor(s) shall become familiar with and obey all Station regulations, including, fire, traffic, and security regulations. All personnel employed on the Station shall keep within the limits of the work (and avenues of ingress and egress), and shall not enter any restricted areas unless required to do so and are cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

6. SECURITY REQUIREMENTS:

No employee or representative of the Contractor will be admitted to the site of work unless he is authorized to do so by the Contracting Officer.

6.1 Badge Requirements

Identification Badges are required. MCLB uses the DBIDS system. The Contractor shall be responsible for his personnel and his subcontractor’s personnel who will be on the job site. Identification badges shall be worn at all times while on the Base and shall be in plain view in a conspicuous place above the waist. When the work takes place within the MDMC PPA compound additional access approvals are required.

6.2 Vehicle Permits

All vehicles entering the Base are required to obtain a Permit in accordance with Base Regulations. The vehicle permits can be obtained at the Pass and I.D. Office, Building 3010. All contractor vehicles and equipment, when not in use shall be locked or removed from the Base and otherwise disabled, so that operation by unauthorized personnel will be prohibited.

6.3 Entry of Sensitive Areas

Access to Buildings 5500 and 5501 are restricted. All contractor personnel require a PW or FEAD escort before entering these facilities and must remain in contact with their escort from the time of entry to the time of departure. (Restroom breaks are the only exception). Contractor personnel shall meet their PW or FEAD escort at the front entrance of Building 5500. Unescorted contractor personnel will be immediately removed from these facilities.

7. SAFETY AND HEALTH REQUIREMENTS:

Contractors shall adhere to the US Army Corps of Engineers Safety and Health Requirements Manual, EM 385 -1-1, as referenced in clause 52.236.13, entitled Accident Prevention. This publication is available online at:

http://www.usace.army.mil/inet/usace-docs/eng-manuals/em385-1-1/toc.htm.

All work requiring energy (electrical, mechanical, hydraulic, pneumatic, chemical, thermal or other) removal shall be done in compliance with OSHA 29CFR 1910.147 and 1910.333 lock-out/tag-out procedures for worker protection. No work will be performed on energized electrical circuits unless proof is provided that no other means exist. NFPA-70E (current edition), Standard for Electrical Safety in the Workplace, shall also be utilized for worker safety compliance.

8. QUALITY OF WORK

Work shall be accomplished by personnel experienced in their respective trades. The Contractor shall perform all work in accordance with acceptable industry standards and all federal, state, and local codes.

9. CLEAN-UP:

Contractor shall not be allowed to spread debris unnecessarily into adjacent areas, nor let debris accumulate in the work area during and after work completion. Upon completing the work, the Contractor shall remove from the premises any rubbish, tools, scaffolding, equipment, and materials that are not the property of the Government, and shall leave the work area in a clean, neat, and orderly condition satisfactory to the Contracting Officer. All rubbish and debris created by the work shall be removed from Government property and disposed of according to all local, state and federal regulations.

10. DISPOSAL:

Debris and materials shall be removed from work-site and not placed in Government trash containers. Transport debris and rubbish in a manner that will prevent spillage on streets or adjacent areas. Clean-up spillage from streets and adjacent areas.

11. STORM PROTECTION:

Should warnings of wind of gale force be issued, the Contractor shall take every practicable precaution to minimize danger to persons, to the work, and to adjacent property. These precautions shall include closing all openings, removing all loose materials, tools, and equipment from exposed locations, and removing or securing scaffolding and other temporary works.

12. Verification of Dimensions:

The Contractor shall become familiar with all details of the work, verify all dimensions in the field, and advise the Contracting Officer of any discrepancy before performing any work.

13. DETAILED REQUIREMENTS

13.1 REPLACE CONCRETE FROM A1 TO A10 IN CRANE WAY

13.1.1 Contractor shall remove and replace the concrete from A-1 – A-10 in the crane way of B2200. The area is approximately 25’ by 200’. All measurements to be confirmed by contractor prior to proceeding.

13.1.1.1 Removal of old concrete. All demolition work/heavy equipment operations shall be done after normal working hours and on weekends to facilitate Production Plant Operations.

13.1.1.1.1 Dust Control: Keep dust down at all times, including during nonworking periods. Sprinkle or treat, with dust suppressants, the soil at the site, haul roads, and other areas disturbed by operations. Dry power brooming will not be permitted. Instead, use vacuuming, wet mopping, wet sweeping, or wet power brooming. Air blowing will be permitted only for cleaning nonparticulate debris such as steel reinforcing bars. Only wet cutting will be permitted for cutting concrete blocks, concrete, and bituminous concrete.

13.1.1.2 Contractor shall barricade area where scope of work will take place.

13.1.1.3 Saw cut in preparation for concrete removal. See Dust Control.

13.1.1.4 Demolish reinforced concrete.

13.1.1.5 Minimize soil and/or aggregate disturbance. Prepare subgrade only for repouring of concrete.

13.1.2 Preparation for installation.

13.1.2.1 Prepare base to be level and compacted.

13.1.2.2 Install doweling into existing concrete. ½” by 24” spaced every 12 inches.

13.1.2.2.1 Bars shall conform to ASTM A615/A615M, Grade 60 for plain billet-steel bars of the size and length indicated. Remove all burrs and projections from the bars.

13.1.2.2.2 Coated Dowel Bars: Bars shall conform to ASTM A615/A615M, Grade 60 for plain billet-steel bars of the size and length indicated. Remove all burrs or projections from the dowel bars. Coating system shall conform to AWWA C215, Type 2. Coat the bars with a double coat system or an epoxy coating system for resistance to penetration of oil and salt solutions. The systems shall be in accordance with manufacturer's recommendation for coatings which are not bondable to concrete. Bond the coating to the dowel bar to resist laps or folds during movement of the joint. Coating thickness shall be 7 mils minimum and 20 mils maximum.

13.1.2.2.3 2.1.4.3 Tie Bars: Bars shall be billet or axle steel deformed bars and conform to ASTM A615/A615M or ASTM A966/A966M Grade 60.

13.1.3 Pour 8”, wire reinforced, 4,000 PSI, IDIQ concrete.

13.1.3.1 6”x6”x 20ga Welded Wire Fabric mesh in a square grid of uniformly placed wires, welded at all intersections, and meeting the requirements of ASTM A185 and A497.

13.1.4 Finish concrete:

13.1.4.1 Apply a smooth hand troweled finish to new concrete.

13.1.4.2 Apply joint compound sealer to all expansion joints. The joint sealant will be Cold Applied, Single Component, Chemically Curing Silicone Joint Sealant for Portland Cement Concrete Pavements Work shall not proceed when weather conditions detrimentally affect the quality of cleaning joints or applying joint sealants. Joint preparation and sealing shall proceed only when weather conditions are in accordance with manufacturer's instructions. During installation, surfaces shall be dry and sealant and bond breakers shall be protected from moisture. Do not install joint sealant until joints to be sealed have been inspected and approved. Install bond breaker just prior to pouring sealant. Fill the joints with sealant from bottom up until joints are uniformly filled solid from bottom to top using the specified equipment for the type of sealant required. Fill joints to 1/4 inch below top of pavement within tolerances as indicated, and without formation of voids or entrapped air.

13.1.4.3 JOINT PREPARATION: Unless otherwise indicated, remove existing material, saw, clean and reseal joints. Do not proceed with final cleaning operations by more than one working day in advance of sealant. Thoroughly clean joints by removing existing joint sealing compound, bond-breakers, dirt, and other foreign material with the equipment specified herein, but not limited thereto. Cleaning procedures which damage joints or previously repaired patches by chipping or spalling will not be permitted. Remove existing sealant to the required depth as indicated. Precise shape and size of existing joints vary, and conditions of joint walls and edges vary and include but are not limited to rounding, square edges, sloping, chips, voids, depressions, and projections.

13.1.5 Restripe finished concrete to match the existing striping pattern.

13.2 Repair expansion joints:

13.2.1 Repair all expansion joins from A1 through A15 in the driveway (not inside work bays unless identified), B1-B17 Driveway to include 25 linear feet each in work bays B6 and B8. Approximately 1500 linear feet. Please not: B-side has 2 longitudal joints as A-side will have one replaced under paragraphs 13.1 through 13.1.5.

13.2.2 In addition to the A-side and B-side driveways between columns 1 and 15, repair all joints in the “cross-drive connecting A&B sides at column 11 and Column 24. Approx:500ft

13.2.2.1 Sawcut to remove 95% of old sealant; up to 3/4" x 1-1/2" deep, with double saw blades.

13.2.2.2 Clean freshly cut joints by necessary means which could include air, water or sand blasting.

13.2.2.3 Install expansion joint, polyethylene backer rod, up to 1" diameter. Size dependent on width of joint after removal of old joint compound.

13.2.2.4 Apply joint compound sealer to all expansion joints. The joint sealant will be Cold Applied, Single Component, Chemically Curing Silicone Joint Sealant for Portland Cement Concrete Pavements. Work shall not proceed when weather conditions detrimentally affect the quality of cleaning joints or applying joint sealants. Joint preparation and sealing shall proceed only when weather conditions are in accordance with manufacturer's instructions. During installation, surfaces shall be dry and sealant and bond breakers shall be protected from moisture. Do not install joint sealant until joints to be sealed have been inspected and approved. Install bond breaker just prior to pouring sealant. Fill the joints with sealant from bottom up until joints are uniformly filled solid from bottom to top using the specified equipment for the type of sealant required. Fill joints to 1/4 inch below top of pavement within tolerances as indicated, and without formation of voids or entrapped air.

13.2.2.5 JOINT PREPARATION: Unless otherwise indicated, remove existing material, saw, clean and reseal joints. Do not proceed with final cleaning operations by more than one working day in advance of sealant. Thoroughly clean joints by removing existing joint sealing compound, bond-breakers, dirt, and other foreign material with the equipment specified herein, but not limited thereto. Cleaning procedures which damage joints or previously repaired patches by chipping or spalling will not be permitted. Remove existing sealant to the required depth as indicated. Precise shape and size of existing joints vary, and conditions of joint walls and edges vary and include but are not limited to rounding, square edges, sloping, chips, voids, depressions, and projections.

13.2.2.6 Restripe finished concrete to match the existing striping pattern.

13.3 Full depth expansion joint replacement.

13.3.1.1 Contractor shall saw cut approximately 100 by 8” of concrete and damaged expansion joint between A10-A15 (joint adjacent to steam tunnel). Break and remove concrete debris and depose, then prep and fill with high strength fast curing concrete compound for example (EUCRETE), and provide a trowel finish. EOCRETE is a system and examples of use can be found at A-39 or in PowerPoint “222854 Joint Repair BLDG. 2200”

13.4 Safeguard magnetic door sensor loop in northwest extent of project and return to operation upon completion of the project.

13.5 Contractor shall be responsible for the daily cleanliness of the worksite, both during and upon completion of specified work. All rubbish and debris created by the work shall be removed from Government Property and disposed of according to all local, state and national regulations. Clean surfaces soiled by work as recommended by manufacturer.

13.6 SUBMITTALS

13.6.1 CONCRETE MIX DESIGN SUBMITTAL

13.6.2 Concrete Break Tests (1 set/100CY); 7, 14, plus 28 day breaks, and a spare.

13.6.3 Manufacturer's Certificates: only on applicable items

14. PROJECT RECORD DOCUMENTS

14.1 As-Built Drawings

As-built drawings are required. The contractor shall provide 1 full size sets and 3 electronic copies (PDF /Autocad). Drawings shall comply with MCLB GIS requirements for compatibility.

14.3 Real Property Record

For all projects over $10,000, near the completion of Project, but a minimum of 60 days prior to final acceptance of the work, complete, update and submit an accounting of all installed property on FORM DD1354 “Transfer and Acceptance of Military Real Property.” Contact the Contracting Officer for any project specific information necessary to complete the DD Form 1354. For information purposes, a blank DD Form 1354 (fill-able) in ADOBE (PDF) may be obtained at the following web site:

http://www.dtic.mil/whs/directives/infomgt/forms/eforms/dd1354.pdf

Submit the completed Checklist for Form DD1354 of Government-Furnished and Contractor-Furnished/Contractor Installed items. Attach this list to the updated DD Form 1354. Instructions for completing the form and a blank checklist (fill-able) in ADOBE (PDF) may be obtained at the following web site:

http://www.hnd.usace.army.mil/techinfo/UFC/UFC1-300-08/UFC1-300-08.pdf

15. REQUIRED INSURANCE:

The Contractor shall procure and maintain the entire period of performance under this contract the following minimum insurance coverage:

Type of Insurance Per Person Per Accident Property

a. Comprehensive $300,000 $500,000 $100,000 General Liability

b. Automobile Liability $200,000 $500,000 $20,000

d. Other as required by state law.

15.1 STATEMENT OF INSURANCE:

Prior to commencement of work, the Contractor shall furnish to the Contracting Officer a certificate or written statement of the above required insurance.

16. Standards and Specifications The following standards and specifications will be used. This is not an exhaustive listing. The most recent edition of those listed below shall be used. Standard Industry practices shall be used and will apply.

16.1 Industry Standards and Codes

AMERICAN WATER WORKS ASSOCIATION (AWWA)

· AWWA C511 Reduced-Pressure Principle Backflow Prevention Assembly

ACI

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

· ASTM E 329 Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction

FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH (FCCCHR)

INTERNATIONAL BUILDING CODE (IBC) - with exceptions and additions noted in UFC 1-200-01

INTERNATIONAL MECHANICAL CODE (IMC)

INTERNATIONAL PLUMBING CODE (IPC)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) - with exceptions and additions noted in UFC 1-200-01 and UFC 3-600-01

16.2 - INDUSTRY REQUIREMENTS

UNITED FACILITIES GUIDE SPECIFICATIONS (UFGS)

U. S. GREEN BUILDING COUNCIL

WHOLE BUILDING DESIGN GUIDE (WBDG)

WHOLE BUILDING DESIGN GUIDE, Ensure Occupant Safety and Health (Systems Safety Engineering) at http://www.wbdg.org/design/ensure_health.php

16.3 - GOVERNMENT STANDARDS

NOTE: This section is for projects being constructed on Government property. If the project site is non Government owned, state building codes may be more restrictive and take precedence over the requirements of UFC 1-200-01, “General Building Requirements”. If project site is off base confirm applicable code.

UNIFIED FACILITIES CRITERIA (UFC):

The UFC’s required by this project are referenced in the contract documents or cross-referenced within referenced documents. The complete list of final UFC documents is located on the Whole Building Design Guide at http://65.204.17.188/report/doc_ufc.html. The following are significant UFC’s available on the website above that are applicable to this project:

· UFC 1-200-01, General Building Requirements

· FC 1-300-09N, Design Procedures

· UFC 3-120-10N, Interior Design

· UFC 3-201-02, Landscape Architecture

· UFC 3-220-01N, Geotechnical Engineering Procedures for Foundation Design of Buildings and Structures

· UFC 3-270-01, O&M: Asphalt Maintenance and Repair

· UFC 3-270-02, O&M: Asphalt Crack Repair

· UFC 3-270-03, O&M: Concrete Crack and Partial Depth Spall Repair

· UFC 3-270-04, O&M: Concrete Repair

· UFC 3-300-10N, Structural Engineering

· UFC 3-420-01, Plumbing Systems

· UFC 3-580-10, Design: Navy and Marine Corps Intranet (NMCI) Standard Construction Practices

· UFC 3-600-01, Fire Protection Engineering for Facilities

· UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings

OTHER NAVY-ONLY UNIFIED FACILITIES CRITERIA:

Other Navy-only UFC’s are located in the DESIGN GUIDANCE TAB on the Navy Design-Build Request for Proposal Website at http://www.wbdg.org/ndbm/DesignGuid/DesignGuid.html?Tab=DesignGuid. The following are “Draft” Navy-only UFC documents that are applicable as final documents on this project:

· UFC 3-100-10N, Architecture

· UFC 3-200-10N, Civil Engineering

· UFC 3-400-10N, Mechanical Engineering

· UFC 3-500-10N, Electrical Engineering

· UFC 3-560-01, Stationary Battery Room Design

· UFC 3-580-01, Telecommunications Systems Inside Plant Planning and Design

· UFC 3-600-10N, Fire Protection Engineering

· UFC 3-800-10N, Environmental Engineering for Facility Construction

· UFC 4-020-01, DOD Security Engineering Facility Planning Manual

· UFC 4-021-02NF, Security Engineering Design of Electronic Security Systems

FEDERAL STANDARDS:

U.S. ARMY CORPS OF ENGINEERS (USACE)

· EM 385-1-1 Safety and Health Requirements Manual

· TM 5-822-5, Pavement Design for Roads, Streets, Walks, and Open Storage Areas

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