(B) Specifications.pdf

WORK ORDER NO. 1665401

SPECIFICATIONS

SUBMITTED BY:

Symmes Maini & McKee Associates

1000 Massachusetts Avenue

Cambridge, MA 02138

A/E Contract Number: N40085-18-D-8703

APPROVED BY:

For Commander, NAVFAC Mid-Atlantic

NAVFAC Contracting Officer (KO): Mike Giangregorio

ISSUE FOR CONSTRUCTION 3/02/2023

DLA SITE DEVELOPMENT & STORAGE FACILITY

At

New London Naval Submarine Base, Groton, CT

1 Crystal Lake Rd, Groton, CT 06340

Cover page 2

THIS PAGE INTENTIONALLY LEFT BLANK

DLA Site Development and Storage Facility eProject #1665401

ISSUE FOR CONSTRUCTION

SEALS PAGE - REGISTERED PROFESSIONAL FOR DESIGN

SEALS PAGE Page 1

DLA Site Development and Storage Facility eProject #1665401

DLA SITE DEVELOPMENT & STORAGE FACILITY

New London, Naval Submarine Base - Groton, CT A/E Contract: N40085-18-D-8703

SEALS PAGE Page 2

Issue For Construction

PROJECT TABLE OF CONTENTS

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

00 01 15 LIST OF DRAWINGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

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

02 41 00.00 20 SELECTIVE DEMOLITION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

DI VI SI ON 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DI VI SI ON 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

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

07 21 13 BOARD AND BLOCK INSULATION

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 71 00 DOOR HARDWARE

DI VI SI ON 09 - FI NI SHES

09 90 00 PAINTS AND COATINGS

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 34 19 METAL BUILDING SYSTEMS

PROJECT TABLE OF CONTENTS Page 1

Issue For Construction

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 53.00 20 SPACE TEMPERATURE CONTROL SYSTEMS

23 23 00 REFRIGERANT PIPING

23 35 19.00 20 INDUSTRIAL VENTILATION AND EXHAUST

23 81 29 VARIABLE REFRIGERANT FLOW HVAC SYSTEMS

23 83 00.00 20 ELECTRIC SPACE HEATING EQUIPMENT

DI VI SI ON 26 - ELECTRI CAL

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 53 00 EXIT SIGNS

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 31 70 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

DI VI SI ON 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 ROAD-MIX ASPHALT PAVING

32 16 19 CONCRETE SIDEWALKS

32 31 13.53 HIGH-SECURITY FENCES (CHAIN LINK) AND GATES

32 92 19 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 30 00 SANITARY SEWERAGE

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

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:

SHEET NUMBER SHEET NAME NAVFAC #

GENERAL

G-000 COVER 12848433

G-001 COVER SHEET, INDEX OF DRAWINGS & GENERAL NOTES 12848434

G-011 CODE SUMMARY AND EGRESS PLAN 12848435

CIVIL

C-101 EXISTING CONDITIONS PLAN 12848436

C-102 SITE PREPARATION PLAN 12848437

C-103 LAYOUT AND MATERIALS PLAN 12848438

C-104 GRADING AND DRAINAGE 12848439

C-105 LAYOUT AND MATERIALS PLAN 12848440

C-106 LAYOUT AND MATERIALS PLAN II 12848441

C-107 GRADING AND UTILITIES PLAN I 12848442

C-108 GRADING AND UTILITIES PLAN II 12848443

C-501 DETAILS I 12848444

C-502 DETAILS II 12848445

C-503 DETAILS III 12848446

STRUCTURAL

DOCUMENT 00 01 15 Page 1

S-001 GENERAL NOTES AND DETAILS 12848447

S-101 FOUNDATION PLAN 12848448

ARCHITECTURAL

A-001 LEGENDS, NOTES, ABBREVIATIONS 12848449

A-002 EXTERIOR ASSEMBLIES 12848450

A-101 1ST FLOOR CONSTRUCTION PLAN 12848451

A-111 ROOF PLAN 12848452

AR-101 1ST FLOOR REFLECTED CEILING PLAN 12848452

A-201 EXTERIOR ELEVATIONS 12848454

A-251 INTERIOR ELEVATIONS 12848455

A-301 BUILDING SECTIONS 12848456

A-311 WALL SECTIONS 12848457

A-501 EXTERIOR DETAILS 12848458

A-502 EXTERIOR DETAILS 12848459

A-601 DOOR SCHEDULE, DOOR & FRAME TYPES & DETAILS 12848460

MECHANICAL

M-001 ABBREVIATIONS 12848465

M-002 SYMBOLS 12848466

M-101 1ST FLOOR CONSTRUCTION PLAN 12848467

M-601 SCHEDULES, CONTROLS & DETAILS 12848468

ELECTRICAL

E-001 SYMBOL LEGEND AND NOTES 12848469

EL101 1ST FLOOR LIGHTING PLAN 12848470

EP101 1ST FLOOR POWER & FIRE ALARM PLAN 12848471

EL501 LIGHTING SCHEDULE AND DETAILS 12848472

EP501 ELECTRICAL DETAILS 12848473

EP601 POWER SCHEDULES 12848474

DOCUMENT 00 01 15 Page 2

EP602 PARTIAL ONE-LINE DIAGRAM AND PANEL SCHEDULES 12848475

ES101 ELECTRICAL SITE PLAN I 12848476

ES102 ELECTRICAL SITE PLAN II 12848477

1.3 SUPPLEMENTARY DRAWINGS

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

1.3.1 Boring Logs

The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

Subsurface data, not specified or indicated, have been obtained by the Government at this station. This data is available for prospective bidders and is attached at the end of this section, SECTION 00 01 15 - LIST OF DRAWINGS. The boring logs are included as part of the solicitation.

1.3.2 Subsurface Data

Subsurface data, not specified or indicated, have been obtained by the Government at the station. A site and project description data is available for prospective bidders and is attached at the end of this section; SECTION 00 01 15 - LIST OF DRAWINGS for review by prospective bidders.

-- End of Document --

DOCUMENT 00 01 15 Page 3

G E O T E C H N I C A L R E P O R T N E W L O N D O N N A V A L S U B M A R I N E B A S E , M O T O R P O O L S T O R A G E B U I L D I N G G R O T O N , C O N N E C T I C U T J U N E 2 , 2 0 2 1

GEI Consultants, Inc.

Boring Logs

SC

AL

E:

N

TS

D R

AW

N

B Y:

D G

C H

EC

KE

D B

Y:

D

AT

E:

/1 3/

FI

G

U R

E N

O

PR

O

JE

C

T N

O

N

AV

SU

BA

SE

N

LO

N

M ot or

P oo l S to ra ge

B ui ld in g Te st B or in g Ap pr ox im at e Lo ca tio ns

LE

G

EN

D

Ap pr ox im at e lo ca tio ns fo r i llu st ra tio n pu rp os es o nl y.

C on cr et e pa d w as us ed a s a re fe re nc e fo r d is ta nc e on u p an d do w n di re ct io n, e dg e of e xi st in g pa ve m en t w as u se d as a re fe re nc e fo r rig ht a nd le ft di re ct io n.

Al l b or in gs lo ca tio n ha ve w oo d st ak es pl ac ed a s of

F rid ay A pr il

9, 1.

SO

U

R C

E:

Pr op os

M ot or P oo l S to ra ge

Bu ild in g

Lo ca tio n pr ov id by

S M

M A an d

N

AV

FA

C

Ap pr ox im at e

Bo rin g Lo ca tio n

6’ B-

B-

D L

A S ite D e ve lo p m e n t a n d

S to ra g e F a ci lit y e P ro je ct

IS

S U

E F

O R

C O

N S

T R

U C

T

IO

N

3-5-8-10

10-9-11-

8-2-3-4

10-12- 13-11

10-10- 14-17

5-3-6-11

45-26- 30-75

Surface grade flush mounted well

(NO

CON

CRETE).

Bentonite seal 1-3'

Solid

PVC

to grade.

Filter sands sur rounding screen and 2' above top of screen.

0.1"

Slotted

PVC

A rt ifi ci al F ill A rt ifi ci al

F ill

A rt ifi ci al F ill A rt ifi ci al

F ill 24/18

24/24

24/8

24/24

24/10

24/15

24/11

S1

S2

S3

S4

S5

S6

S7

S1: WIDELY GRADED SAND WITH SILT AND

GRAVEL (SW-SM); ~70% F-C sand (mostly F), ~20% F-C gravel, subround up to 1", ~10% non-plastic fines, brown to grayish brown, dry to damp, root fragments present, topsoil present 0-4".

S2A (0-9"): SILTY SAND WITH GRAVEL: ~60%

F-C sand, ~25% F-C gravel, angular up to 1", ~15% non-plastic fines, brown, dry to damp.

S2B (9-24"): NARROWLY GRADED SAND WITH

SILT (SP-SM): ~80% F-C sand (mostly F), ~10% F gravel, subround up to 0.25", ~10% non-plastic fines, brown to grayish brown, dry to damp.

S3: SILTY SAND (SM); ~ 75% F-C sand, ~15% non-plastic fines, ~10% F-M gravel subangular up to 0.5", gray, wet.

S4: SILTY SAND WITH GRAVEL(SM); ~ 45%

F-C sand, ~35% F gravel angular up to 0.25", ~20% non-plastic fines, peat at bottom of spoon shoe 7.9-8.0', gray to grayish brown, wet.

S5:SILTY SAND WITH GRAVEL (SM): ~45% F-C

sand, ~35% F gravel, angular up to 0.25", ~20% non-plastic fines, slight peat in spoon shoe, gray to grayish brown, wet.

S6: NARROWLY GRADED SAND (SP); ~90% F

sand, ~5% non-plastic fines, ~5% F-gravel, gray to grayish brown, wet.

S7: WIDELY GRADED GRAVEL WITH SILT AND

SAND (GW-GM); ~55% F-C gravel (fragmented cobble), angular up to 1.5", ~35% F-C sand, to to to to to to to

DRILLER NAME: Mike St. John

C = Core Sample S = Split Spoon Sample

U = Undisturbed Sample SC = Sonic Core DP = Direct Push Sample HSA = Hollow-Stem Auger

TOTAL DEPTH (ft): 20.5

RQD = Rock Quality Designation = Length of Sound Cores>4 in / Pen.,%

Qp = Pocket Penetrometer Strength

I.D./O.D. = Inside Diameter/Outside Diameter

B-1

WOR = Weight of Rods WOH = Weight of Hammer

DRILLING METHOD: Solid Stem Auger 0-10', Rotary and Wash 10-17'

LL = Liquid Limit

PID = Photoionization Detector

Sv = Pocket Torvane Shear Strength

PI = Plasticity Index

DRILLING INFORMATION

LOGGED BY: Patrick Blessing

AUGER I.D./O.D.: 3 inch / NA

NA, NM = Not Applicable, Not Measured

Blows per 6 in.: 140-lb hammer falling

30 inches to drive a 2-inch-O.D.

split spoon sampler.

RIG TYPE: Mobile Drill B-53

CORE BARREL TYPE: NX

Pen. = Penetration Length Rec. = Recovery Length

BORING INFORMATION

HAMMER TYPE: Safety Hammer

ABBREVIATIONS:

CASING I.D./O.D.: 4 inch/ NA

CORE BARREL I.D./O.D. 2 inch / NA

WATER LEVEL DEPTHS (ft): 3.5 4/26/2021 2:50 pm

DRILL ROD O.D.: inch

Blows per 6 in.

or RQD

Drilling Remarks/ Field Test Data

La ye r N am e

Well ConstructionPen./ Rec.

(in)

Sample Information

Sample No.

Depth (ft)

Elev.

(ft) Soil and Rock DescriptionDepth

(ft)

GEI PROJECT NUMBER: 2004872

PROJECT NAME: NAVFAC Motor Pool Building

CITY/STATE: Groton, Connecticut

NOTES:

DATE START/END: 4/26/2021 - 4/26/2021

DRILLING COMPANY: New England Boring Company

BORING

VERTICAL DATUM:

GROUND SURFACE EL. (ft): NM

LOCATION: Motor Pool Building

_G E

I W O

B U

R N

S T

D

-L O

C -L

A Y

E R

-W E

LL

N

A V

S U

B G

R O

T O

N M

O T

O R

P O

O L

B

LD

G E

O T

E C

H .G

P J

G E

I D A

T A

T E

M P

LA

T

E

3.

G D

T

/1 1/

21-17- 21-75

Slough backfill in bottom of borehole.

A rt ifi ci al F ill B ed ro ck

24/13

42/42

S8

C-1

~10% non-plastic to low plasticity fines, grayish brown to gray, wet.

S8: WIDELY GRADED SAND WITH SILT AND

GRAVEL (SW-SM); ~50% F-C sand, ~40% F-C gravel, angular up to 1", ~10% non-plastic fines, gray to grayish brown, wet.

At 16 ft to 17 ft, rotary drill used to probe bedrock depth due to increased density/ blow counts.

Competent bedrock encountered at 17 ft.

CORE: (C-1); 17-20.5'. PEN: 42", REC 42". RQD

23% TIME: (5.0, 5.5, 5.5 min/ft) BEDROCK TYPE: Zwm: Mamacoke Formation:

Inter-layered light to dark gray medium grained gneiss.

Terminated 3.5' into bedrock at a depth of 20.5'.

Monitoring well installed at location.

Installed Monitoring well.

to to

20.5

B-1

Blows per 6 in.

or RQD

Drilling Remarks/ Field Test Data

La ye r N am e

Well ConstructionPen./ Rec.

(in)

Sample Information

Sample No.

Depth (ft)

Elev.

(ft) Soil and Rock DescriptionDepth

(ft)

GEI PROJECT NUMBER: 2004872

PROJECT NAME: NAVFAC Motor Pool Building

CITY/STATE: Groton, Connecticut

NOTES:

DATE START/END: 4/26/2021 - 4/26/2021

DRILLING COMPANY: New England Boring Company

BORING

VERTICAL DATUM:

GROUND SURFACE EL. (ft): NM

LOCATION: Motor Pool Building

_G E

I W O

B U

R N

S T

D

-L O

C -L

A Y

E R

-W E

LL

N

A V

S U

B G

R O

T O

N M

O T

O R

P O

O L

B

LD

G E

O T

E C

H .G

P J

G E

I D A

T A

T E

M P

LA

T

E

3.

G D

T

/1 1/

4-6-13-

10-7-4-4

20-8-8-6

3-14-20-

16-17- 16-15

8-8-6-10

5-5-6-8

A rt ifi ci al F ill A rt ifi ci al

F ill

A rt ifi ci al F ill A rt ifi ci al

F ill

A rt ifi ci al F ill A rt ifi ci al

F ill

24/16

24/10

24/11

24/18

24/12

24/16

24/18

S1

S2

S3

S4

S5

S6

S7

S1: WIDELY GRADED SAND WITH SILT AND

GRAVEL (SW-SM); ~70% F-C sand, ~20% F-C gravel angular up to 1", ~10% non-plastic fines, brown, dry to damp. Topsoil at 0-4"

S2: NARROWLY GRADED GRAVEL WITH

SAND (GP); ~60% C gravel (fragmented cobble), ~35% F-C sand, ~5% non-plastic fines, grayish brown to brown, dry to damp

S3: SILTY SAND WITH GRAVEL (SM): ~50%

F-C sand (mostly F), ~35% F-C gravel and fragmented cobble, subrounded up to 1", ~15% non-plastic fines, grayish brown to brown, damp to wet. Peat/ wood fragment in shoe spoon (5.75-6.0 ft).

S4: WIDELY GRADED SAND WITH SILT AND

GRAVEL: 70% F-C sand (mostly F), 20% F-C gravel, angular up to 1", 10% non-plastic fines, brown to grayish brown, moist to wet.

S5: NARROWLY GRADED SAND (SP); ~95% F

sand, ~5% non-plastic fines, grayish brown, moist to wet.

S6: NARROWLY GRADED SAND (SP); ~90% F

sand, ~5% non-plastic fines, ~5% F gravel, coarse sand from 9-12", brown to grayish brown, moist to wet.

S7: WIDELY GRADED SAND (SW): ~95% F-C

sand (mostly F), ~5% non-plastic fines, F-C sand from 6-9'', brown to orange brown (oxidized), wet.

to to to to to to to

DRILLER NAME: Mike St. John

C = Core Sample S = Split Spoon Sample

U = Undisturbed Sample SC = Sonic Core DP = Direct Push Sample HSA = Hollow-Stem Auger

TOTAL DEPTH (ft): 19.8

RQD = Rock Quality Designation = Length of Sound Cores>4 in / Pen.,%

Qp = Pocket Penetrometer Strength

I.D./O.D. = Inside Diameter/Outside Diameter

B-2

WOR = Weight of Rods WOH = Weight of Hammer

DRILLING METHOD: Solid Stem Auger 0-10', Rotary and Wash 10-19'

LL = Liquid Limit

PID = Photoionization Detector

Sv = Pocket Torvane Shear Strength

PI = Plasticity Index

DRILLING INFORMATION

LOGGED BY: Patrick Blessing

AUGER I.D./O.D.: 3 inch / NA

NA, NM = Not Applicable, Not Measured

Blows per 6 in.: 140-lb hammer falling

30 inches to drive a 2-inch-O.D.

split spoon sampler.

RIG TYPE: Mobile Drill B-53

CORE BARREL TYPE: NA

Pen. = Penetration Length Rec. = Recovery Length

BORING INFORMATION

HAMMER TYPE: Safety Hammer

ABBREVIATIONS:

CASING I.D./O.D.: 4 inch/ NA

CORE BARREL I.D./O.D. NA / NA

WATER LEVEL DEPTHS (ft): 4.0 4/26/2021 2:50 pm

DRILL ROD O.D.: inch

Blows per 6 in.

or RQD

Drilling Remarks/ Field Test Data

La ye r N am e

Well ConstructionPen./ Rec.

(in)

Sample Information

Sample No.

Depth (ft)

Elev.

(ft) Soil and Rock DescriptionDepth

(ft)

GEI PROJECT NUMBER: 2004872

PROJECT NAME: NAVFAC Motor Pool Building

CITY/STATE: Groton, Connecticut

NOTES:

DATE START/END: 4/26/2021 - 4/26/2021

DRILLING COMPANY: New England Boring Company

BORING

VERTICAL DATUM:

GROUND SURFACE EL. (ft): NM

LOCATION: Motor Pool Building

_G E

I W O

B U

R N

S T

D

-L O

C -L

A Y

E R

-W E

LL

N

A V

S U

B G

R O

T O

N M

O T

O R

P O

O L

B

LD

G E

O T

E C

H .G

P J

G E

I D A

T A

T E

M P

LA

T

E

3.

G D

T

/1 1/

18-13- 23-38

35-38- 38-75

A rt ifi ci al F ill A rt ifi ci al

F ill

B ed ro ck

24/10

21/8

S8

S9

S8: WIDELY GRADED SAND WITH GRAVEL

(SW); ~70% F-C sand (mostly F), ~25% F-C gravel (fragmented cobble), angular up to 1", ~5% non-plastic fines, grayish brown, damp to wet.

S9: WIDELY GRADED SAND WITH SILT AND

GRAVEL: ~65% F-C sand, ~25% F-C gravel (fragmented cobble), angular up to 1.5", ~10% non-plastic fines, brown to black (fragmented weathered bedrock), wet.

At 17.75 ft, rotary drill used to probe bedrock depth due to increased density/ blow counts.

Weathered bedrock encountered at 19 ft.

Competent bedrock encountered at 19.75 ft, grind on weathered bedrock from 19.0-19.75ft.

BEDROCK TYPE: Zwm: Mamacoke Formation:

Inter-layered light to dark gray medium grained gneiss.

Terminated at the top of bedrock due to time constraints.

Backfilled with clean filter sands.

to to

17.8

B-2

Blows per 6 in.

or RQD

Drilling Remarks/ Field Test Data

La ye r N am e

Well ConstructionPen./ Rec.

(in)

Sample Information

Sample No.

Depth (ft)

Elev.

(ft) Soil and Rock DescriptionDepth

(ft)

GEI PROJECT NUMBER: 2004872

PROJECT NAME: NAVFAC Motor Pool Building

CITY/STATE: Groton, Connecticut

NOTES:

DATE START/END: 4/26/2021 - 4/26/2021

DRILLING COMPANY: New England Boring Company

BORING

VERTICAL DATUM:

GROUND SURFACE EL. (ft): NM

LOCATION: Motor Pool Building

_G E

I W O

B U

R N

S T

D

-L O

C -L

A Y

E R

-W E

LL

N

A V

S U

B G

R O

T O

N M

O T

O R

P O

O L

B

LD

G E

O T

E C

H .G

P J

G E

I D A

T A

T E

M P

LA

T

E

3.

G D

T

/1 1/

G E O T E C H N I C A L R E P O R T N E W L O N D O N N A V A L S U B M A R I N E B A S E , M O T O R P O O L S T O R A G E B U I L D I N G G R O T O N , C O N N E C T I C U T J U N E 2 , 2 0 2 1

GEI Consultants, Inc.

Appendix C

Laboratory Results (Geotechnical and Corrosion)

D L

A S ite D e ve lo p m e n t a n d

S to ra g e F a ci lit y e P ro je ct

IS

S U

E F

O R

C O

N S

T R

U C

T

Client: GEI Consultants, Inc.

Project: NAVSUBASE NLON-Motor Pool Stor Bldg Location: Groton, CT Project No: GTX-313602 Boring ID: B-1 Sample ID: S5 Depth : 8-10 ft

Sample Type: bag Test Date: 05/12/21 Test Id: 617947

Tested By: ckg Checked By: bfs

Test Comment: --- Visual Description: Moist, very dark grayish brown clayey sand with gravel Sample Comment: ---

Particle Size Analysis - ASTM D6913 printed 5/12/2021 12:56:57 PM

0.0010.010.11101001000

P er ce nt

F in er

Grain Size (mm)

0.

in

0.

% Cobble

% Gravel

18.8

% Sand

55.4

% Silt & Clay Size

25.8 Sieve Name Sieve Size, mm Percent Finer Spec. Percent Complies

0.75 in

0.5 in

0.375 in

#4

#10

#20

#40

#60

#100

#140

#200

19.00

12.50

9.50

4.75

2.00

0.85

0.42

0.25

0.15

0.11

0.075

Coefficients D =6.8245 mm85

D =0.8394 mm60

D =0.4363 mm50

D =0.1042 mm30

D =N/A15

D =N/A10

C =N/Au C =N/Ac

Classification

ASTM N/A

AASHTO Silty Gravel and Sand (A-2-4 (0))

Sample/Test Description Sand/Gravel Particle Shape : ANGULAR

Sand/Gravel Hardness : HARD

D L

A S ite D e ve lo p m e n t a n d

S to ra g e F a ci lit y e P ro je ct

IS

S U

E F

O R

C O

N S

T R

U C

T

Client: GEI Consultants, Inc.

Project: NAVSUBASE NLON-Motor Pool Stor Bldg Location: Groton, CT Project No: GTX-313602 Boring ID: B-2 Sample ID: S6 Depth : 10-12 ft

Sample Type: bag Test Date: 05/12/21 Test Id: 617948

Tested By: ckg Checked By: bfs

Test Comment: --- Visual Description: Moist, light olive brown silty sand Sample Comment: ---

Particle Size Analysis - ASTM D6913 printed 5/12/2021 12:56:58 PM

0.0010.010.11101001000

P er ce nt

F in er

Grain Size (mm)

0.

% Cobble

% Gravel

2.7

% Sand

54.4

% Silt & Clay Size

42.9 Sieve Name Sieve Size, mm Percent Finer Spec. Percent Complies

0.75 in

0.5 in

0.375 in

#4

#10

#20

#40

#60

#100

#140

#200

19.00

12.50

9.50

4.75

2.00

0.85

0.42

0.25

0.15

0.11

0.075

Coefficients D =0.6856 mm85

D =0.1535 mm60

D =0.1012 mm50

D =N/A30

D =N/A15

D =N/A10

C =N/Au C =N/Ac

Classification

ASTM N/A

AASHTO Silty Soils (A-4 (0))

Sample/Test Description Sand/Gravel Particle Shape : ---

Sand/Gravel Hardness : ---

D L

A S ite D e ve lo p m e n t a n d

S to ra g e F a ci lit y e P ro je ct

IS

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45 H Commerce Way Totowa, NJ 07512 Phone: 973-812-1818 http://www.terrasenselab.com/

05/16/2021 TerraSense Project Number: 7960-21006

Dan Granda Project Manager GEI Consultants 455 Winding Brook Drive, Suite 201 Glastonbury, CT 06033

Dear Mr. Granda:

Re: Laboratory Test Results for NAVSUBASE NLON-Motor Pool Storage

Building

The purpose of this letter is to present the results of the laboratory tests performed on the samples delivered to the TerraSense laboratory on 05/07/21. Testing was performed based on the assignment dated 05/07/21 by Dan Granda.

Test Results

Test results are reported on the accompanying test pages.

Test Comments

Testing was performed in general accordance to the ASTM or other methods as listed on the test pages. Deviations from the test standards are noted on these pages.

Limitations

Our professional services for this project have been performed in accordance with generally accepted engineering practices; no other warranty, expressed or implied, is made.

Sample Disposition

If we do not receive other instructions from you within thirty days, this material will be disposed of.

If you have any questions concerning the test results reported in this letter, please call us.

Sincerely, TerraSense, LLC.

Rosella Thomas Managing Member

Enclosure:

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DOCUMENT 00 01 15 Page 4

SECTION 01 11 00

SUMMARY OF WORK

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 Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes the installation of a Pre-Engineered Storage - Maintenance Facility (PEMB)with Site Improvements and incidental related work.

The storage facility building envelope is one story comprised of a perimeter raised concrete foundation bearing wall with an insulated sidewall metal panel system, terminating at grade. The Storage Building is a pre-engineered steel frame with an insulated metal roof.

1. There are 4 means of entry: (2) man doors and (2) overhead 12 Ft.

x 12 Ft. sized doors, the overhead doors will also have steel bollards for the protection of the facility from the heavily trafficked roadway.

2. The Storage building contains a finished concrete slab, floor drainage and motorized overhead doors.

3. The interior will have over 12’ of clear head height for maneuver in and out, material handling dropping off or for loading of supplies and equipment.

4. The building is open and exposed to the structure above with a large fan above for air circulation.

5. The interior walls will house convenience outlets, rack space and work bench space.

6. The Contractor is required to provide a potable emergency eye-wash station.

1.2.2 Location

The work is located at the DLA Fuel Farm, on the New London Naval Submarine Base (NSB), approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

The DLA Project site is associated wth active DLA operations and is adjacent to active Naval Submarine Base (NSB); all active DLA operations will remain fully operational during performance of work under this Contract.

SECTION 01 11 00 Page 1

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, corridors, and stairways.

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.

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 or paved surface where existing underground utilities 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 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. must be ready for operation as approved by Contracting Officer before work is started on the Storage Facility which would interfere with normal operation.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include:

(1) Delivery confirmation Pre-Engineered Metal Building (Delegated Design) and structural components consistent with Contractor's approved Project Schedule.

c. The Defense Logistics Agency (DLA) Site 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 will be required to yield and/or temporarly suspend field related construction activities to allow on-going DLA vehicular activities.

d. Permission to interrupt any Activity roads or utility service must be requested in writing a minimum of 15 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. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors

SECTION 01 14 00 Page 1 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 Additional Personnel Requirements

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:

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.

SECTION 01 14 00 Page 2

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.

1.3.1.4 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 an 8 1/2 hour period, between 7 a.m.

and 3:30 p.m., Monday through Friday, 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 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.

SECTION 01 14 00 Page 3

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. 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. Obtain Installation's Sanitary Sewer Connection Permit 2 weeks prior to connection and in accordance with Section

33 30 00 SANITARY SEWERAGE.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 4

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

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 (2016) 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 Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Earned Value Report; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This Contract requires the use of a cost-loaded Network Analysis Schedule (NAS). Schedule of Prices must not be used with cost-loaded Network Analysis Schedule (NAS). Use Earned Value Report derived from cost-loaded NAS. 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 Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer.

Additionally, the Earned Value Report 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 attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 foot line.

SECTION 01 20 00 Page 1

b. Supporting Facilities Cost Breakdown:

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

1.3.3 Schedule Requirements for HVAC TAB

The field work requirements in Section 23 09 00 INSTRUMENTATION AND CONTROLS FOR HVAC SYSTEMS must be broken down in the Earned Value Report from the cost-loaded NAS by separate line items which reflect measurable deliverables.

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 Earned Value Report from the cost-loaded NAS.

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 Page 2

k. Other supporting documents as requested.

1.5.2 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the Contract, provide the documents listed in above paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

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.

1.5.3 Final Invoice

a. A final invoice must be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor must then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

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 FAR

32.103 Progress Payments Under Construction Contracts:

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

SECTION 01 20 00 Page 3

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.

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 Earned Value Report 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 either in Hawaii, Guam, Puerto Rico, or the Continental United States. 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.

SECTION 01 20 00 Page 4

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00 Page 5

SECTION 01 20 00 Page 6

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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 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 Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

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. 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.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, SECTION 01 30 00 Page 1 during the entire period of performance under this contract. Provide other insurance coverage as required by State 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.

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.

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 35 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, SECTION 01 30 00 Page 2 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 and major subcontractors.

1.8 FACILITY TURNOVER PLANNING MEETINGS (Red Zone Meetings)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start planning the turnover process at the Pre-Construction Conference meeting with a discussion of the Red Zone process and convene at regularly scheduled NRZ Meetings beginning at approximately 75 percent of project completion.

Include the following in the facility Turnover effort:

1.8.1 Red Zone Checklist

a. Contracting Officer's Technical Representative (COTR) will provide the Contractor a copy of the Red Zone Checklist template.

b. Prior to 75 percent completion, modify the Red Zone Checklist template by adding or deleting critical activities applicable to the project and assign planned completion dates for each activity. Submit the modified Red Zone Checklist to the Contracting Officer. The Contracting Officer may request additional activities be added to the Red Zone Checklist at any time as necessary.

1.8.2 Meetings

a. Conduct regular Red Zone Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.

b. The Contracting Officer will establish the frequency of the meetings, which is expected to increase as the project completion draws nearer.

At the beginning, Red Zone meetings may be every two weeks then increase to weekly towards the final month of the project.

c. Using the Red Zone Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.

d. During the Red Zone Meetings discuss with the COTR any upcoming activities that require Government involvement.

e. Maintain the Red Zone Checklist by documenting the actual completion dates as work is completed and update the Red Zone Checklist with revised planned completion dates as necessary to match progress.

Distribute copies of the current Red Zone Checklist to attendees at each Red Zone Meeting.

1.9 PARTNERING

To most effectively accomplish this Contract, the Contractor and

SECTION 01 30 00 Page 3

Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule.