20Q5899A0001.pdf

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

The purpose of this amendment is to update the statement of w ork and to include instructions for the site visit.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 12

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

16C. DATE SIGNED

BY 04-Feb-2020

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 N4008520Q5899

X 9B. DATED (SEE ITEM 11)

22-Jan-2020

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 is extended, X 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

04-Feb-2020

CODE

NAVFAC MID ATLANTIC

FEAD MCLB ALBANY

814 RADFORD BLVD

SUITE 20315

ALBANY GA 31704-0207

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008520Q5899

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been modified:

INSTRUCTIONS TO OFFERORS

INSTRUCTIONS TO OFFERORS

SOLICITATION NO: N40085-20-Q-5899

TITLE/LOCATION: WO 2222854 Bldg. 2200 Replace Concrete from A1 to A10 in Crane way

THE NAICS CODE IS 238110 SIZE STANDARD IS $16,500,000.00.

ATTACHMENTS: Drawings, PPI Log

QUOTE ACCEPTANCE PERIOD: 90 Calendar Days

PROJECT MAGNITUDE: Between $100,000.00 and $250,000.00 (Far 36.204)

DUE DATE: 24 February 2020 at 9:00 AM (Eastern Standard Time)

SITE VISIT: Site Visit is scheduled for 11 February 2020 at 10:00 AM EST. See Section 00100, Clause 52.236-27

(Alternate) for additional information. However, the site visit is NOT mandatory for contract award but is encouraged. If the offeror attends the site visit, it will be at your own expense. The Government will not compensate or be responsible for any associated costs of the optional site visit.

INSTRUCTIONS FOR ATTENDEES FOR SITE VISIT:

*If you will be in attendance, email a list of your attendees to nakiba.jackson1@navy.mil AND raven.burden@navy.mil NLT Noon EST on February 7, 2020. This list should include each individual’s: Name, Driver’s License Number, and Company name. Failure to do so may affect your ability to gain access to the facilities.

WAGE DETERMINATIONS: GENERAL DECISION NUMBER: GA20200241 01/03/2020. THERE IS NO

PROVISION FOR ECONOMIC PRICE ADJUSTMENT. THE WAGE DETERMINATION WILL BE IN EFFECT

AT TIME OF AWARD THROUGH THE COMPLETION OF THE PROJECT.

ALL QUOTATIONS MUST BE EMAILED TO:

Raven.burden@navy.mil & Proposals@navy.mil

DELIVERY OF QUOTATIONS: The Request for Quotation (RFQ) is due on or before 24 February 2020 at

9:00am EST. The quotation must be emailed to raven.burden@navy.mil and proposals@navy.mil.

QUESTIONS/INQUIRIES:

Primary POC: Raven Burden, Email: raven.burden@navy.mil; Phone: 229-639-5603

Alternate POC: Nakiba Jackson; Email: nakiba.jackson1@navy.mil; Phone: 229-639-6504

**NOTE: ALL TECHNICAL INQUIRIES SHALL BE ADDRESSED TO RAVEN BURDEN,

raven.burden@navy.mil and proposals@navy.mil. IT IS PREFERRED THAT INQUIRIES BE ATTACHED mailto:nakiba.jackson1@navy.mil mailto:raven.burden@navy.mil mailto:Raven.burden@navy.mil mailto:Proposals@navy.mil mailto:raven.burden@navy.mil mailto:proposals@navy.mil mailto:raven.burden@navy.mil mailto:raven.burden@navy.mil mailto:proposals@navy.mil

AS A WORD DOCUMENT TO YOUR EMAIL, REFERENCING THE SPECIFICATION PARAGRAPH

IN QUESTION.**

ALL INQUIRIES MUST BE SUBMITTED NO LATER THAN 14 February 2020.

BASIS FOR AWARD:

AWARD WILL BE MADE TO THE OFFEROR PROVIDING THE BEST VALUE TO THE

GOVERNMENT. IN DETERMINING BEST VALUE, QUOTATIONS WILL BE EVALUATED BASED

UPON PRICE AND PAST PERFORMANCE. PAST PERFORMANCE WILL ENCOMPASS SUCH

FACTORS AS (1) QUALITY, (2) TIMELY PERFORMANCE, AND (3) EFFECTIVENESS OF

MANAGEMENT. WITH SUBMISSION OF QUOTE, PROVIDE THREE (3) REFERENCES FOR

PERFORMANCE AND TWO (2) FINANCIAL REFERENCES. EACH REFERENCE MUST INCLUDE

THE NAME AND PHONE NUMBER OF THE PERSON TO CONTACT.

The Contractor shall complete and submit the following information in reference to the RFQ:

a. Complete Standard Form 1442, “REQUEST FOR QUOTATIONS” blocks 14-20.

b. Provide Pricing for CLIN 0001 located in Section 0010

c. Complete all Representations and Certifications located in Section 00600

d. Acknowledge all amendments (if applicable)

e. The contractor shall register in System for Award Management (SAM) or be migrated into SAM from the Central

Contractor Registration (CCR) database in order to be eligible for award. SAM means the primary Government repository for prospective federal awardee information and the centralized Government system for certain contracting, grants, and other assistance related processes.

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

STATEMENT OF WORK

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

NAVFAC SPECIFICATION

WO Number: 2222854

Date: 31 Oct 2019 Rev. 2-4-2020

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.

DRAWING NO. TITLE

1.1.1. D4017 Cover

Page

1.1.2. D4017 Site

View

1.1.3. D4017 Location

1.1.4. D4017 Details

1.1.5. 222854 Joint Repair BLDG. 2200 POWER POINT

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. See contract clause 52.236-27 for site visit requirements.

A site visit is scheduled for February 11, 2020. Further instructions regarding the scheduled site visitation is included in the solicitation under “Instructions to Offerors”.

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.

LIQUIDATED DAMAGES--CONSTRUCTION: If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of

$297.00 for each calendar day of delay until the work is completed or accepted. If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed.

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. Insure base is compacted to 95%.

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 note: 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.

13.3.1.2 Mortar for Application Thicknesses of 1” (2.5cm) 6” neat: Cement-based, one-component, micro silica modified, highly flowable, repair mortar, suitable for interior or exterior use, and containing corrosion inhibiting admixture. Material shall have the following properties:

13.3.1.3 Compressive Strength minimum 9,500 psi at 28 days per ASTM C 109

13.3.1.4 . Flexural Strength minimum 1,000 psi at 28 days per ASTM C 78

13.3.1.5 . Chloride Permeability maximum of 1,000 coulombs per ASTM C 1202

13.3.1.6 . Freeze Thaw Resistance of 300 Cycles…99.4% per ASTM C 666

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

1. Air entraining admixture.

2. Chemical admixtures, including chloride ion content.

3. Liquid membrane forming compounds for curing concrete.

4. Non shrinking grout.

5. Liquid hardener.

6. Waterstops.

7. Expansion joint filler.

8. Adhesive binder.

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

c. Workmen's As required

Compensation

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

ACI 301 Structural Concrete for Buildings

ACI 318/318R Building Code Requirements for Structural Concrete and Commentary

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM A 615/A 615M Deformed and Plain Billet-Steel Bars for Concrete Reinforcement

ASTM C 39 Compressive Strength of Cylindrical Concrete Specimens

ASTM C 94 Ready-Mixed Concrete

ASTM C 136 Sieve Analysis of Fine and Coarse Aggregates

ASTM C 143 Slump of Hydraulic Cement Concrete

ASTM C 172 Sampling Freshly Mixed Concrete

ASTM C 173 Air Content of Freshly Mixed Concrete by the Volumetric Method

ASTM C 231 Air Content of Freshly Mixed Concrete by the Pressure Method

ASTM C 260 Air-Entraining Admixtures for Concrete

ASTM C 309 Liquid Membrane-Forming Compounds for Curing Concrete

ASTM C 881 Epoxy-Resin-Base Bonding Systems for Concrete

ASTM D 698 Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft

(600 kN-m/m))

ASTM D 1140 Amount of Material in Soils Finer Than the No. 200 (75-Micrometer) Sieve

ASTM D 1556 Density and Unit Weight of Soil in Place by the Sand-Cone Method

ASTM D 1557 Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft

(2,700 kN-m/m))

ASTM D 2487 Classification of Soils for Engineering Purposes (Unified Soil Classification System)

ASTM D 4318 Liquid Limit, Plastic Limit, and Plasticity Index of Soils

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

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

NFPA 1 Uniform Fire Code

NFPA 241 Safeguarding Construction, Alteration, and Demolition Operations

NFPA 51B Fire Prevention During Welding, Cutting, and Other Hot Work

NFPA 70 National Electrical Code

NFPA 70E Electrical Safety in the Workplace

NFPA 72 National Fire Alarm Code

16.2 - INDUSTRY REQUIREMENTS

UNITED FACILITIES GUIDE SPECIFICATIONS (UFGS)

U. S. GREEN BUILDING COUNCIL

USGBC LEED GBRS LEED Green Building Rating System

USGBC LEED RG LEED Reference Guide

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

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 http://65.204.17.188/report/doc_ufc.html

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:

Uniform Federal Accessibility Standard (UFAS)

American with Disabilities Act Architectural Guidelines (ADAAG)

Occupational Safety and Health Association (OSHA)

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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