23R0015 Final Specifications.pdf

N40080- -

At the

PREPARED BY:

Firm Name Street Address City, State Zip

(A/E Contract N_____-__-D-____)

SPECIFICATION PREPARED BY:

Submitted By: Signature Date:

Design Manager: Signature Date:

Signature Date:

1592747/SR150122

With: HDR, INC, Boston, MA

Accepted By CI Team Lead/PMEB sanderson

SCA MD

sanderson SCA darkblue sanderson Placed Image

NSAA YP PIER 1592747

Final Submittal

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15 02/11 LIST OF DRAWINGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00.00 23 12/22 SUMMARY OF WORK

01 14 00.00 23 12/22 WORK RESTRICTIONS

01 20 00.00 23 11/22 PRICE AND PAYMENT PROCEDURES

01 30 00.00 23 12/22 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 23 12/22 ELECTRONIC CONSTRUCTION AND FACILITY

SUPPORT CONTRACT MANAGEMENT SYSTEM

01 32 17.00 23 12/22 NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00.00 23 12/22 SUBMITTAL PROCEDURES

01 35 26.00 23 12/22 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 23 12/22 QUALITY CONTROL

01 50 00.00 23 12/22 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19.00 23 12/22 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19.00 23 12/22 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00.00 23 12/22 CLOSEOUT SUBMITTALS

01 78 23.00 23 12/22 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 12/22 FACILITY ELECTRONIC OPERATION AND

MAINTENANCE SUPPORT INFORMATION (eOMSI)

01 78 30.00 23 12/22 CADD DATA FOR GIS DELIVERABLES

01 91 00.15 23 12/23 TOTAL BUILDING COMMISSIONING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 05/10, CHG 2: 02/19 DEMOLITION

02 61 13 02/10, CHG 1: 02/21 EXCAVATION AND HANDLING OF

CONTAMINATED MATERIAL

02 82 00 11/18, CHG 1: 11/19 ASBESTOS REMEDIATION

DI VI SI ON 03 - CONCRETE

03 30 00 02/19, CHG 3: 11/21 CAST-IN-PLACE CONCRETE

03 31 29 02/19 MARINE CONCRETE WITH SERVICE LIFE

MODELING

03 45 33 05/16, CHG 1: 11/21 PRECAST PRESTRESSED STRUCTURAL CONCRETE

03 62 16 02/18 NON-SHRINK GROUTING

DI VI SI ON 05 - METALS

05 05 20 05/22 POST-INSTALLED CONCRETE AND MASONRY

ANCHORS

05 05 23.16 08/18 STRUCTURAL WELDING

05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL

05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS

05 51 00 02/17 METAL STAIRS

05 51 33 02/16 METAL LADDERS

05 52 00 02/18 METAL RAILINGS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

PROJECT TABLE OF CONTENTS Page 1

06 13 33 11/16, CHG 1: 08/17 PIER TIMBERWORK

06 73 01 05/18 FIBERGLASS REINFORCED PLASTIC (FRP)

GRATING AND PANELS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 92 00 08/16 JOINT SEALANTS

DI VI SI ON 09 - FI NI SHES

09 97 13.26 02/16, CHG 1: 08/17 COATING OF STEEL WATERFRONT

STRUCTURES, ZERO VOC, (SZC) SPLASH

ZONE COATING

09 97 13.27 05/22 HIGH PERFORMANCE COATING FOR STEEL

STRUCTURES

09 97 13.28 02/10 PROTECTION OF BURIED STEEL PIPING AND

STEEL BULKHEAD TIE RODS

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 12 00 05/11 STANDPIPE SYSTEMS

DI VI SI ON 22 - PLUMBI NG

22 00 00 11/15, CHG 4: 05/21 PLUMBING, GENERAL PURPOSE

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 03 00.00 20 08/10, CHG 3: 08/18 BASIC MECHANICAL MATERIALS AND METHODS

23 07 00 02/13, CHG 7: 05/20 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

DI VI SI ON 26 - ELECTRI CAL

26 00 00.00 20 07/06 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

26 27 29 05/21 MARINA ELECTRICAL WORK

26 42 13 05/21 GALVANIC (SACRIFICIAL) ANODE CATHODIC

PROTECTION (GACP) SYSTEM

26 56 00 08/21 EXTERIOR LIGHTING

DI VI SI ON 31 - EARTHWORK

31 23 00.00 20 02/11, CHG 2: 08/15 EXCAVATION AND FILL

31 41 16 11/20 METAL SHEET PILING

31 62 13.20 11/20, CHG 1: 05/22 PRECAST/PRESTRESSED CONCRETE PILES

31 62 19.13 11/16, CHG 2: 05/22 TIMBER MARINE PILES

31 62 23.13 02/21 CONCRETE-FILLED STEEL PILES

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 20 05/22 BASE COURSE FOR RIGID AND SUBBASE FOR

FLEXIBLE PAVING

DI VI SI ON 33 - UTI LI TI ES

33 11 00 02/18, CHG 1: 02/22 WATER UTILITY DISTRIBUTION PIPING

33 61 13.19 02/16 VALVES, PIPING, AND EQUIPMENT IN VALVE

MANHOLES

PROJECT TABLE OF CONTENTS Page 2

33 61 14 02/10 EXTERIOR BURIED PREINSULATED WATER

PIPING

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 59 13.16 11/21 EXTRUDED AND MOLDED MARINE FENDERS

35 59 21 07/04 DECK FITTINGS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

GENERAL

SHEET NO. NAVFAC NO. DRAWING TITLE

G-001 13142899 COVER SHEET

G-002 13142900 INDEX OF DRAWINGS

G-003 13142901 GENERAL NOTES

G-004 13142902 CONTRACTOR ACCESS PLAN

G-005 13142903 CONTRACTOR LAYDOWN PLAN

G-100 13142904 OVERALL PROPOSED SITE PLAN

G-101 13142905 OVERALL YP PIER MOORING ARRANGEMENT PLAN

G-102 13142906 YP PIER MOORING ARRANGEMENT PLAN - TYPE I AND TYPE III

G-103 13142907 OVERALL SWING PIER MOORING ARRANGMENT PLAN

G-104 13142908 SWING PIER MOORING ARRANGEMENT PLAN - TYPE I AND TYPE IIB

G-300 13142909 YP PIER MOORING ARRANGEMENT SECTIONS - SHEET 1 OF 3

G-301 13142910 YP PIER MOORING ARRANGEMENT SECTIONS - SHEET 2 OF 3

G-302 13142911 YP PIER MOORING ARRANGEMENT SECTIONS - SHEET 3 OF 3

SURVEY/MAPPING

SHEET NO. NAVFAC NO. DRAWING TITLE

V-100 13142912 HYDROGRAPHIC SURVEY

BORING

SHEET NO. NAVFAC NO. DRAWING TITLE

B-100 13142913 BORING LOCATION PLAN

B-600 13142914 BORING LOG - SHEET 1 OF 7

B-601 13142915 BORING LOG - SHEET 2 OF 7

B-602 13142916 BORING LOG - SHEET 3 OF 7

B-603 13142917 BORING LOG - SHEET 4 OF 7

B-604 13142918 BORING LOG - SHEET 5 OF 7

B-605 13142919 BORING LOG - SHEET 6 OF 7

B-606 13142920 BORING LOG - SHEET 7 OF 7

DOCUMENT 00 01 15 Page 1

DEMOLITION

SHEET NO. NAVFAC NO. DRAWING TITLE

D-100 13142921 OVERALL SITE DEMOLITION PLAN

D-101 13142922 SITE DEMOLITION PLAN - SHEET 1 OF 7

D-102 13142923 SITE DEMOLITION PLAN - SHEET 2 OF 7

D-103 13142924 SITE DEMOLITION PLAN - SHEET 3 OF 7

D-104 13142925 SITE DEMOLITION PLAN - SHEET 4 OF 7

D-105 13142926 SITE DEMOLITION PLAN - SHEET 5 OF 7

D-106 13142927 SITE DEMOLITION PLAN - SHEET 6 OF 7

D-107 13142928 SITE DEMOLITION PLAN - SHEET 7 OF 7

D-300 13142929 DEMOLITION SECTIONS - SHEET 1 OF 2

D-301 13142930 DEMOLITION SECTIONS - SHEET 2 OF 2

D-302 13142931 DOLPHIN DEMOLITION SECTIONS

D-900 13142932 DEMOLITION PHOTOS

EROSION AND SEDIMENT CONTROL

SHEET NO. NAVFAC NO. DRAWING TITLE

EC101 13142933 EROSION AND SEDIMENT CONTROL PLAN - SHEET 1 OF 5

EC102 13142934 EROSION AND SEDIMENT CONTROL PLAN - SHEET 2 OF 5

EC103 13142935 EROSION AND SEDIMENT CONTROL PLAN - SHEET 3 OF 5

EC104 13142936 EROSION AND SEDIMENT CONTROL PLAN - SHEET 4 OF 5

EC105 13142937 EROSION AND SEDIMENT CONTROL PLAN - SHEET 5 OF 5

EC500 13142938 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS - SHEET 1 OF 3

EC501 13142939 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS - SHEET 2 OF 3

EC502 13142940 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS - SHEET 3 OF 3

STRUCTURAL

SHEET NO. NAVFAC NO. DRAWING TITLE

S-001 13142941 STRUCTURAL NOTES - SHEET 1 OF 2

S-002 13142942 STRUCTURAL NOTES - SHEET 2 OF 2

S-100 13142943 OVERALL STRUCTURAL PLAN

S-101 13142944 PILE PLAN - SHEET 1 OF 4

S-102 13142945 PILE PLAN - SHEET 2 OF 4

S-103 13142946 PILE PLAN - SHEET 3 OF 4

S-104 13142947 PILE PLAN - SHEET 4 OF 4

S-105 13142948 DECK PLAN - SHEET 1 OF 4

S-106 13142949 DECK PLAN - SHEET 2 OF 4

S-107 13142950 DECK PLAN - SHEET 3 OF 4

S-108 13142951 DECK PLAN - SHEET 4 OF 4

S-109 13142952 SWING PIER PILE & DECK PLANS - SHEET 1 OF 3

S-110 13142953 SWING PIER PILE & DECK PLANS - SHEET 2 OF 3

S-111 13142954 SWING PIER PILE & DECK PLANS - SHEET 3 OF 3

S-300 13142955 SECTIONS - SHEET 1 OF 3

DOCUMENT 00 01 15 Page 2

STRUCTURAL (Continued)

SHEET NO. NAVFAC NO. DRAWING TITLE

S-301 13142956 SECTIONS - SHEET 2 OF 3

S-302 13142957 SECTIONS - SHEET 3 OF 3

S-303 13142958 SWING PIER SECTIONS - SHEET 1 OF 2

S-304 13142959 SWING PIER SECTIONS - SHEET 2 OF 2

S-400 13142960 ENLARGED DECK PLAN - YP PIER RAMP

S-401 13142961 ENLARGED PILE PLAN - QUAYWALL REACH B CORNER

S-402 13142962 ENLARGED DECK PLAN - QUAYWALL REACH B CORNER

S-500 13142963 WAVE SCREEN PILE DETAILS

S-501 13142964 WAVE SCREEN PANEL DETAILS - SHEET 1 OF 2

S-502 13142965 WAVE SCREEN PANEL DETAILS - SHEET 2 OF 2

S-503 13142966 WAVE SCREEN WALE DETAILS

S-504 13142967 WAVE SCREEN RETAINER DETAILS

S-505 13142968 MAIN PIER AND FINGER PIER PILE DETAILS - SHEET 1 OF 2

S-506 13142969 MAIN PIER AND FINGER PIER PILE DETAILS - SHEET 2 OF 2

S-507 13142970 MAIN PIER AND FINGER PIER REINFORCEMENT DETAILS

S-508 13142971 ACCESS STAIRS & LANDING REINFORCEMENT DETAILS - SHEET 1 OF 2

S-509 13142972 ACCESS STAIRS & LANDING REINFORCEMENT DETAILS - SHEET 2 OF 2

S-510 13142973 UTILITY TRENCH DETAILS - SHEET 1 OF 2

S-511 13142974 UTILITY TRENCH DETAILS - SHEET 2 OF 2

S-512 13142975 HANDRAIL DETAILS

S-513 13142976 LADDER DETAILS

S-514 13142977 CLEAT AND LIGHT POLE ANCHORAGE DETAILS

S-515 13142978 EXPANSION JOINT AND TRENCH DRAIN DETAILS

S-516 13142979 OVERHANG WALKWAY DETAILS

S-517 13142980 MONOPILE DOLPHIN DETAILS - SHEET 1 OF 3

S-518 13142981 MONOPILE DOLPHIN DETAILS - SHEET 2 OF 3

S-519 13142982 MONOPILE DOLPHIN DETAILS - SHEET 3 OF 3

S-520 13142983 SWING PIER MONOPILE AND BOLLARD DETAILS

S-521 13142984 QUAYWALL REACH B ANCHOR PILE, WALE, AND TIE ROD DETAILS

S-522 13142985 QUAYWALL REACH B PILE CAP AND DECK DETAILS - SHEET 1 OF 3

S-523 13142986 QUAYWALL REACH B PILE CAP AND DECK DETAILS - SHEET 2 OF 3

S-524 13142987 QUAYWALL REACH B PILE CAP AND DECK DETAILS - SHEET 3 OF 3

S-525 13142988 QUAYWALL REACH B TERMINATION DETAILS

S-526 13142989 QUAYWALL REACH B PLATFORM DETAILS

S-527 13142990 SWING PIER DECK PLAN AND FRAMING PLANS

S-528 13142991 SWING PIER DECK PLAN DETAILS

S-529 13142992 SWING PIER FRAMING DETAILS

S-530 13142993 SWING PIER & WALK WAY DECK AND FRAMING PLAN

S-600 13142994 PILE SCHEDULE - SHEET 1 OF 3

S-601 13142995 PILE SCHEDULE - SHEET 2 OF 3

S-602 13142996 PILE SCHEDULE - SHEET 3 OF 3

DOCUMENT 00 01 15 Page 3

STRUCTURAL (Continued)

SHEET NO. NAVFAC NO. DRAWING TITLE

S-603 13142997 PILE SCHEDULE - SWING PIERS

CIVIL

SHEET NO. NAVFAC NO. DRAWING TITLE

CU100 13142998 OVERALL UTILITIES PLAN

CU101 13142999 UTILITIES PLAN - SHEET 1 OF 4

CU102 13143000 UTILITIES PLAN - SHEET 2 OF 4

CU103 13143001 UTILITIES PLAN - SHEET 3 OF 4

CU104 13143002 UTILITIES PLAN - SHEET 4 OF 4

CU400 13143003 ENLARGED UTILITIES PLAN - QUAYWALL REACH B CORNER

C-500 13143004 CIVIL DETAILS - SHEET 1 OF 3

C-501 13143005 CIVIL DETAILS - SHEET 2 OF 3

C-502 13143006 CIVIL DETAILS - SHEET 3 OF 3

ELECTRICAL

SHEET NO. NAVFAC NO. DRAWING TITLE

E-001 13146872 GENERAL NOTES AND ABBREVIATIONS

E-101 13146873 ELECTRICAL PLAN - SHEET 1 OF 8

E-102 13146874 ELECTRICAL PLAN - SHEET 2 OF 8

E-103 13146875 ELECTRICAL PLAN - SHEET 3 OF 8

E-104 13146876 ELECTRICAL PLAN - SHEET 4 OF 8

E-105 13146877 ELECTRICAL PLAN - SHEET 5 OF 8

E-106 13146878 ELECTRICAL PLAN - SHEET 6 OF 8

E-107 13146879 ELECTRICAL PLAN - SHEET 7 OF 8

E-108 13146880 ELECTRICAL PLAN - SHEET 8 OF 8

E-501 13146881 UTILITY TRENCH DETAILS - SHEET 1 OF 8

E-502 13146882 UTILITY TRENCH DETAILS - SHEET 2 OF 8

E-503 13146883 UTILITY TRENCH DETAILS - SHEET 3 OF 8

E-504 13146884 UTILITY TRENCH DETAILS - SHEET 4 OF 8

E-505 13146885 UTILITY TRENCH DETAILS - SHEET 5 OF 8

E-506 13146886 UTILITY TRENCH DETAILS - SHEET 6 OF 8

E-507 13146887 UTILITY TRENCH DETAILS - SHEET 7 OF 8

E-508 13146888 UTILITY TRENCH DETAILS - SHEET 8 OF 8

E-509 13146889 UTILITY PLATFORM DETAILS - SHEET 1 OF 2

E-510 13146890 UTILITY PLATFORM DETAILS - SHEET 2 OF 2

E-511 13146891 POWER PEDESTAL DETAILS

E-512 13146892 LIGHTING DETAILS

E-513 13146893 EXISTING ONE LINE DIAGRAM

E-514 13146894 PROPOSED ONE LINE DIAGRAM

E-515 13146895 GROUNDING DIAGRAM

E-516 13146896 SWING MOORING AREA DETAILS - SHEET 1 OF 2

DOCUMENT 00 01 15 Page 4

ELECTRICAL (Continued)

SHEET NO. NAVFAC NO. DRAWING TITLE

E-517 13146897 SWING MOORING AREA DETAILS - SHEET 2 OF 2

E-601 13146898 PANEL SCHEDULES

RESOURCE

SHEET NO. NAVFAC NO. DRAWING TITLE

R-101 13146899 RESOURCE - LAYOUT OF PILING

R-102 13146900 RESOURCE - PLANS, SECTIONS & PROFILES

R-103 13146901 RESOURCE - PLAN AND PROFILE

R-104 13146902 RESOURCE - REPLACEMENT OF BULKHEAD

R-105 13146903 RESOURCE - MISCELLANEOUS CONSTRUCTION DETAILS

R-106 13146904 RESOURCE - SOIL BORING LOGS

R-107 13146905 RESOURCE - UTILITY RELOCATION

R-108 13146906 RESOURCE - UNDERMINED CONCRETE DECK AND PROFILE

1.3 SUPPLEMENTARY DRAWINGS

These supplementary/resource drawings may not be a part of the contract but are included with the drawings for information.

1.3.1 Reference Drawings

The reference drawings are intended only to show the original construction. Drawings are the property of the Government and shall not be used for any purpose other than that intended by the contract. The applicable reference/resource drawings are included within the Contract Drawings on R-Series sheets.

-- End of Document --

DOCUMENT 00 01 15 Page 5

SECTION 01 11 00.00 23 23

SUMMARY OF WORK

12/22

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00.00 23 SUBMITTAL

PROCEDURES:

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes structural repairs to the YP Pier, wavescreen, a corner of Reach B, swing space finger piers and incidental related work.

1.2.2 Location

The work is located at the Naval Support Activity Annapolis at Annapolis, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

All buildings in the surrounding area will be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches.

1.4 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

SECTION 01 11 00.00 23 Page 1

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00.00 23 Page 2

SECTION 01 14 00.00 23 23

WORK RESTRICTIONS

12/22

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00.00 23 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

Personnel List; G

Vehicle List; G

Statement of Acknowledgement Form SF 1413; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The swing space piers and berthing locations must be ready for operation, approved, and accepted by the Contracting Officer before work is started on demolition and construction of the wave screen and YP Main Pier which would interfere with normal operation.

b. Waterfront Readiness will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity. The contractor shall execute selective demolition of main YP pier mooring dolphins near the entrance channel as directed by the Government to maintain navigational space for Government operations during the construction of the swing space piers.

c. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

The following conditions apply:

(1) Commissioning Week (last week of May prior to Memorial Day)

(2) Induction Day (two days near the end of June or the beginning of July)

(3) Waterfront Readiness Operations particularly during Plebe summer training evolutions during which increased use of the smaller utliity boats will occur.

d. Permission to interrupt any Activity roads, railroads, or utility

SECTION 01 14 00.00 23 Page 1 service must be requested in writing a minimum of 21 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 Employee List

The Contractor must provide to the Contracting officer, in writing, the names of two designated representatives authorized to request personnel and vehicle passes for employees and subcontractor's employees prior to commencement of work under this contract.

a. Cont r act or shal l mai nt ai n a Per sonnel Li st consi st i ng of a compl et e l i s t of per sonnel on t he pr oj ect s i t e, associ at ed vehi c l es, and cor r el at ed t o subcont r act or when appl i cabl e f or al l empl oyees and per sonnal on t he j ob s i t e under t he cogni zance of t he cont r act or . The l i s t shal l i ncl ude appr opr i at e appr oval and expi r at i on dat e i nf or mat i on f or each i ndi v i dual . The Vehi c l e Li st shal l be i nt egr at ed wi t h t he per sonnel l i s t . Bot h shal l be sear chabl e and f i l t er abl e f or speci f i c i ndi v i dual s, vehi c l es and f i r ms.

b. St at ement of Acknowl edgement For m SF 1413 f or al l Subcont r act or s f or al l t i er s shal l be compl et ed, submi t t ed, and appr oved pr i or t o access r equest s f or t hat subcont r act or bei ng submi t t ed.

1.3.1.3 Installation Access

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/om/dbids.html . No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation.

1.3.1.3.1 Registration for DBIDS

Registration for DBIDS is available at https://www.cnic.navy.mil/om/dbids.html . Procedure includes:

SECTION 01 14 00.00 23 Page 2

a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer, that provides the purpose for access, to the base Visitor Control Center representative.

b. Present valid identification, such as a passport or Real ID Act-compliant state driver's license.

c. Provide completed SECNAV FORM 5512/1 to the base Visitor Control Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/om/dbids.html .

d. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, fingerprints, base restriction and several other assessments.

e. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.

1.3.1.3.2 DBIDS Eligibility Requirements

Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification.

The Government is the final authority.

1.3.1.3.3 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the Contracting Officer.

b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

(2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.3.1.3.4 One-Day Passes

Personnel applying for One-Day passes at the Base Visitor Control Office are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

SECTION 01 14 00.00 23 Page 3

1.3.1.4 Employee List

The Contractor must provide to the Contracting officer, in writing, the names of two designated representatives authorized to request personnel and vehicle passes for employees and subcontractor's employees prior to commencement of work under this contract. The Contractor must adhere to the requirements of "Important Clarifications - Contractors - How to Gain Access," dated 31 October 1995, in obtaining access to the Naval Air Station complex for the life of the contract. A copy of these requirements will be provided at the preconstruction meeting.

1.3.1.5 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

1.3.1.6 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 Working Hours

Regular working hours will consist of a 10 hour period established by the Contracting Officer, between 7:00 a.m. and 5:00 p.m., Monday through Saturda, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Exclusionary Period

No work may be performed during Commissioning Week (last week of May prior to Memorial Day), inclusive, without prior written approval of the Contracting Officer. Additionally, work may be limited or stopped during Induction Day activities which constitute a two day period near the end of June or the beginning of July. This period has not been considered in computing the time allowed for the performance of this contract.

Coordinate final dates with the Contracting Officer.

1.3.5 Occupied and Existing Buildings

The Contractor shall be working around existing buildings and facilities which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

SECTION 01 14 00.00 23 Page 4

1.3.6 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions will be further limited by operational timing. The contractor shall adjust their operations to accomodate Government opertaional considerations.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

e. Connection to Existing Sanitary Sewer Line: Provide positive verification that the existing line conveys sanitary sewer; verify line is not incorrectly connected to a storm drain.

f. Notification prior to Excavation: Notify the Contracting Officer at least 20 days prior to starting excavation work. Contact Miss Utility Company 48 hours before excavation. Contractor is responsible for marking all utilities not marked by Miss Utility.

1.4 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II and the following apply:

The Contractor shall be responsible for furnishing to each employee and for requiring each employee engaged on the work to display such identification as may be approved and directed by the Contracting Officer. All prescribed identification shall immediately be delivered to the Contracting Officer, for cancellation upon the release of any employee. When required by the Contracting Officer, the Contractor shall obtain and submit fingerprints of all persons employed or to be employed on the project.

1.5 UTILITY REQUIREMENTS

NAVFAC Public Works Utility Division is the Authority Having Jurisdiction per all applicable codes. Contact the them via the Contracting Officer.

1.5.1 Utility Connection Permit Application (UCPA)

A UCPA must be submitted to Utilities at start of project.

The UCPA must be updated as project is being built.

SECTION 01 14 00.00 23 Page 5

A completed UCPA must be submitted to Utilities for approval prior to system connection.

1.5.2 Domestic Water and Sewer

All connections and disconnections to/from any water system interior or exterior of a facility shall be coordinated through PW Utilities.

All water lines shall be flushed and purged after istallation of new lines or after any repairs are made to the water lines.

All buried water/sewer lines shall have a tracer wire placed in Trench for future location purposes. Tracer wire shall be connected in valve box for easy access for future use. Conduit and tracer wire shall be inspected while exposed by a member of Utilities. The tracer wire shall not be less than 18 AWG insulated. The insulation shall not be yellow in color.

(2009 National Standard Plumbing Code; 2.6.6).

Water valve boxes and sewer clean outs shall be raised to grade where new lines are installed or existing lines are tapped.

Backflow Prevention located on a domestic water main is NOT a requirement, unless the facility is considered a high hazard. In which case, a Reduced Pressure Principle Assembly will be required per the National Standard Plumbing Code 10.5.9. Utilities shall make this determination and approve submittals. Facilities that require protection on the domestic main will also be required to have parallel backflow preventers installed so as not to have an outage for maintenance and testing or failures.

Utilities shall review and approve all specs for Backflow Prevention assemblies being proposed for utilization. This shall include review and identify each cross connection device, location for hazard type and Inventory for Compliance.

All backflow preventers shall be piped with a Y strainer ahead of the device with the exception of Fire Mains.

Installation of all Backflow Preventers shall be done by a licensed plumber having a current license and certification in Backflow Prevention and Cross Connection Control from the State or Local Authority. A copy of the license shall be provided to Utilities for compliance records.

Utilities shall be notified before pressurizing Potable water mains.

All Backflow Prevention shall be tested and certified by a Government certified tester after the installer has tested the backflow. A copy of the test report and current gauge calibration shall be provided to Utilities.

Final project walk-through with FEAD and the contractor is required to ensure proper inventory is captured. This is to ensure compliance of all state and local codes.

Fire Hydrant used for filling a system such as Tanks, Tankers, or irrigation use, PW Utilities must be notified and a Utility approved back flow must be installed prior to filling. Fire Dept. notifications and waivers apply.

SECTION 01 14 00.00 23 Page 6

Systems such as boilers, chillers, and/or any closed loop systems requiring water shall be filled through the dedicated system backflow preventer having been properly tested and certified.

Sanitize all new work according to the latest edition of the National Standard Plumbing Code.

Sewer lines shall have clean outs placed in systems where new lines are added or tie-ins occur. When a tie-in is made, Utilities must be scheduled to be on site. One week notice is required for Utility scheduling.

1.6 METERING

All new or renovated Facilities shall have electric and water meters installed.

Utilities shall provide and review all specs for water meters beign proposed for utilization.

1.6.1 Water Meter

"Y" strainer shall be installed upstream of water meter.

New potable water pipe installations shall be flowed and purged of debris before building being pressurized.

Sanitize new work according to the National Standard Plumbing Code.

Water meter must be service pipe size.

Water meter specs are listed below:

a. Water Meter Specifications Water meters shall be installed inside the mechancial room of the facility. Meters shall be industrial/commercial cold water turbine meters that meet or exceed AWWA C701 standards. Water meters shall have a by-pass consisting of three gate or ball valves as appropriate. A fourth valve is required to isolate non-integral strainers. All water meters shall have a non-resettable remote reader connected to them and the remote reader shall be mounted on the exterior wall (outside) of the facility, 5-1/2 feet to 6 feet above grade. The remote reader must be protected from direct sunlight.

b. All remote readers must be of the odometer or LCD type. Remote readers must be readable visually. Remote readers that require the use of any form of instrument/tool to read the remote reader shall not be used. Meters are to meet or exceed AWWA C701 Class II standards.

Register flow to be in U.S. gallons. Meter size is to be determined in accordance with the below table:

Maximum Flow Rate (in gallons per minute)

Meter Size

200 GPM 1-1/2 inches

SECTION 01 14 00.00 23 Page 7

Maximum Flow Rate (in gallons per minute)

Meter Size

400 GPM 2 inches

550 GPM 3 inches

1250 GPM 4 inches

2500 GPM 6 inches

4500 GPM 8 inches

7000 GPM 10 inches

8800 GPM 12 inches

Remote readers shall be addressed/programmed with a multiple/GPC (gallons per contact) of 10, 100 or 1000, whichever is appropriate with the facilities' projected manning, operations and water consumption. Remote and turbine meters must have the meter multiplier located on the meter.

Additionally a strainer shall be installed in the water line prior to the meter, unless an integral strainer is part of the meter assembly. If a non-integral strainer is used, its location must conform to the following guidelines as do placement of all valves, tees and elbows prior to and after each meter.

The number of inches of clear/straight water line prior to the meter shall be ten (10) times the water line diameter and the number of inches of clear/straight water line after the meter shall be five (5) times the diameter of the water line.

Examples:

Prior to water meter: water line size 3 inches, 3 inches x 10 = 30 inches. Must be at least 30 inches of straight and obstruction free water line prior to water reaching the meter.

After the water meter: water line size 3 inches, 3 inches x 5 = 15 inches. Must be at least 15 inches of straight and obstruction free water line after the meter.

No meter boxes or pits are allowed. All water meters shall be inside the facility mechanical room where the water service enters the building.

There are no exceptions to this requirement, all meters shall be inside the facility and readily available.

Use of "Hot Boxes". Hot boxes are not allowed on installation unless prior approval is received from the Utility Department Branch Head. This will require a package submittal to include; hot box specs, beacon light specs, backflow preventer specs, and design drawings to show how the box will communicate with the trouble desk.

1.6.2 Electric Metering

Comply with direction of Public Works Utility Division on installation

SECTION 01 14 00.00 23 Page 8 metering standards. Inquire prior to award to determine local metering standards or components.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00.00 23 Page 9

SECTION 01 20 00.00 23

PRICE AND PAYMENT PROCEDURES

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PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 1110-1-8 (2021) Engineering and Design -- Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00.00 23 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Prices ; G

1.3 Schedule of Prices

1.3.1 Data Required

Within 15 calendar days of Contract Award, prepare and deliver to the Contracting Officer a Schedule of Prices (construction Contract) as directed by the Contracting Officer. Schedule of Prices must have cost summarized and totals provided for each construction category. Provide a detailed breakdown of the Contract price, giving quantities for each of the various kinds of work, unit prices and extended prices. Contractor overhead and profit including salaries for field office personnel, if applicable, must be proportionately spread over all pay items and not included as individual pay items.

1.3.2 Payment Schedule Instructions

Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer.

Additionally, the Schedule of Prices must be separated as follows:

a. Primary Facilities Cost Breakdown:

Defined as work on the primary facilities out to the 5 foot line.

Work out to the 5 foot line includes construction encompassed within a theoretical line 5 foot from the face of exterior walls and includes

SECTION 01 20 00.00 23 Page 1 attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 foot line.

b. Supporting Facilities Cost Breakdown:

Defined as site work, including incidental work, outside the 5 foot line.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, base equipment use rates upon the applicable provisions of the

EP 1110-1-8 .

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 must include certification by Quality Control (QC) Manager as required by the Contract.

b. The Estimate for Voucher/ Contract Performance Statement on NAVFAC Form 4330/54 furnished by the Government. Use NAVFAC Form 4330, unless otherwise directed by the Contracting Officer, on NAVFAC Contracts when a Monthly Estimate for Voucher is required.

c. Contractor's Monthly Estimate for Voucher and Contractors Certification (NAVFAC Form 4330) with Subcontractor and supplier payment certification. Other documents, including but not limited to, that need to be received prior to processing payment include the following submittals as required. These items are still required monthly even when a pay voucher is not submitted.

d. Monthly Work-hour report.

e. Updated Construction Progress Schedule and tabular reports required by the contract.

f. Contractor Safety Self Evaluation Checklist.

g. Updated submittal register.

h. Solid Waste Disposal Report.

i. Certified payrolls.

j. Updated testing logs.

SECTION 01 20 00.00 23 Page 2

k. Other supporting documents as requested.

1.5.2 Submission of Invoices

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this Contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR

32.103 Progress Payments Under Construction Contracts:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this Contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to maintain accurate "as-built" or record drawings in accordance with FAR 52.236.21.

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the Contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment must be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

SECTION 01 20 00.00 23 Page 3

c. Materials to be considered for progress payment prior to installation must be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Schedule of Prices requirement of this Contract.

Requests for progress payment consideration for such items must be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation must be stored in a locatoin pre-approved by the Contracting Officer and readily accessible for inspection by the Government. Other locations are subject to written approval by the Contracting Officer.

g. Materials in transit to the job site or storage site are not acceptable for payment.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 20 00.00 23 Page 4

SECTION 01 30 00.00 23

ADMINISTRATIVE REQUIREMENTS

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PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety -- Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00.00 23 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G

Progress and Completion Pictures; G

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Include aerial photographs. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names.

Photographs provided are for unrestricted use by the Government.

SECTION 01 30 00.00 23 Page 1

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by Maryland law.

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

The superintendent must have completed the course entitled "Construction Quality Management (CQM) for Contractors." If the Superintendent does not have a current certification, they must obtain the CQM for Contractors course certification within 90 days of award. This course is periodically offered by the Naval Facilities Engineering Command and the Army Corps of Engineers. Contact the Contracting Officer for information on the next scheduled class. Include the Superintendents qualifications and certificate as part of the QC Plan under section 01 45 00.

The Superintendent is not permitted to also serve as the Quality Control (QC) Manager or Site Safety and Health Officer (SSHO). If the Superintendent is the alternate for either of those positions, the contractor must also provide an alternate superintendent.

1.6.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work.In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

SECTION 01 30 00.00 23 Page 2

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION MEETING

Immediately after award , prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Meeting. The meeting must take place within 30 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this meeting is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.7.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager…