W9128A-19-R-0014_Am-0007.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

PN94631 Repair Building 131 and Construction Central Utility Plant, Schofield Barracks, Oahu, Haw aii and PN95082/95265 Repair Buildings 130 and 132, Schofield Barracks, Oahu, Haw aii

See Continuation Page

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9128A19R0014

X 9B. DATED (SEE ITEM 11)

29-Jul-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

Am-0007

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

15-Aug-2019

CODE

CECT - CONTRACTING DIVISION

USACE, HONOLULU DISTRICT

BLDG 252 (CECT-POH)

FT. SHAFTER HI 96858-5440

W9128A 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9128A19R0014 Am-0007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

1. CHANGES TO SPECIFICATIONS. Attached hereto are revised pages/paragraphs to the specifications. The revision mark “(Am-0007)” is shown on each revised page.

a. REVISED SECTIONS. The following are revised pages to the solicitation. Changes are marked in “*” asterisks.

Section 00 22 16 – Page 5

b. REPLACED SECTIONS. The following sections have been deleted from the solicitation in its entirety and replaced with new sections. Changes are annotated in Bold lettering.

Package 1: FY18 Quad A Repair Bldg. 131 and Construct Central Utility Plant

Submittal Register (added submittal to Page 29 of 86) Section 08 41 13 Aluminum-Framed Entrances and Storefronts

c. NEW SECTIONS. The following are new pages to the solicitation.

Section 00 60 00, Attachment B – Requests for Information (#6 updated, 13 through 16) Section 00 60 00, Attachment C – Geotechnical Boring Site Plan and Boring Logs Section 00 60 00, Attachment D – Site Photos: Building 131, Mechanical Room, Crawl Space

2. CHANGES TO DRAWINGS.

a. REVISED DRAWINGS. The following revised drawings replace like-numbered drawings and are issued

Package 1: FY18 Quad A Repair Bldg. 131 and Construct Central Utility Plant

Sheet ID Mark Revision Date G-002 7 08/14/19 S-003 7 08/14/19

SD511 7 08/14/19

Package 2: FY18 Quad A Repair Bldg. 130 and 132

Sheet ID Mark Revision Date G-002 7 08/14/19 S-003 7 08/14/19

SD511 7 08/14/19

A-152 7 08/14/19 A-451 7 08/14/19

3. The proposal due date and time remain unchanged.

PN94631 Repair Building 131 and Central Utility Plant, Schofield Barracks, Oahu, Hawaii PN95082/95265 Repair Buildings 130 and 132, Schofield Barracks, Oahu, Hawaii

RFI # References Question Government Response 6 RFP Section 00 22 16, Please confirm that key personnel resumes will not be included as part of the page count under volume 1, Factor 3.

See Section 00 22 16, Paragraph 3.4.4, per the original solicitation.

See Revised Section 00 22 16, Paragraph 3.4.4, per Am-0007.

13 Reference BLD 131 Drawings SD401 and detail F1/SD511. Please confirm that detail

E8/SD511 also applies for detail F1/SD511 and temporary shoring is required at where F1/SD511 happens.

See Package 1 AND Package 2, Sheet SD511, Elevation F1, per Am-0007.

14 Please provide photos of existing crawl space conditions and location of access to crawl space.

See New Section 00 60 00, Attachment D, per Am-0007 for photos of crawl space at Building 131, Mechanical Room. Photos of Building 130 and 132 crawl spaces are not available.

See Package 1, Sheet AD101, Keynote E1, per the original solicitation, for crawl space location at existing Mechanical Room; and Sheet A-201, Keynote CS, per the original solicitation, for crawl space locations at existing exterior louvers.

See Package 2, Sheets AD101 and AD151, Keynote E1, per the original solicitation, for crawl space location at existing Mechanical Rooms; and Sheet A-201, Keynote CS, per the original solicitation, for crawl space locations at existing exterior louvers.

15 A-602/3 Per Buildings 130, 131, and 132, sheet A-602/3, all windows shall comply with antiterrorism standards. What is the standoff distance required for these windows?

What is the explosive weight required? What level of protection will be required?

See Package 1 AND Package 2, Sheet S-003, Section "AT DESIGN CRITERIA", Note 6.B, per the original solicitation.

See the following Package 1 Specification Sections, per the original solicitation, for additional Glazing, Window, and Door Antiterrorism requirements:

08 11 13 Steel Doors and Frames 08 11 16 Aluminum Doors and Frames 08 51 13 Aluminum Windows 08 81 00 Glazing

See Section 08 41 13 Aluminum-Framed Entrances and Storefronts, per Am-0007, for additional Glazing, Window, and Door Antiterrorism requirements.

16 Please confirm if there is a geotechnical report for this project. If there is, please provide.

See New Section 00 60 00, Attachment C, per Am-0007 for Geotechnical Boring Site Plan and Boring Logs.

Section 00 60 00, Attachment B (Am‐0007)

APPROXIMATE BORING LOCATION

LEGEND:

APPROXIMATE BULK SAMPLE LOCATION

BUILDINGS 130, 131, AND 132

SCHOFIELD BARRACKS, OAHU, HAWAII

GEOLABS, INC.

Geotechnical Engineering

7729-00

DRAWN BY

HYC

FY18 RENOVATE QUAD A

1" = 80'

OCTOBER 2018

SCALE

DATE

W.O.

SITE PLAN

PLATE

GRAPHIC SCALE

400 80 160 240 FT.

C A

D

U s e r

H

E N

R Y

F i l e

L a s t

U p d a t e d

N o v e m b e r p m

P o t

D a t e

N o v e m b e r p m

F i l e

T

D r a f t i n g W o r k i n g

F Y

R e n o v a t e

Q u a d

A

S i t e

P l a n d w g

S

P

P l o t t e r

D

W G

T o

P

D F

G

E O p c o t s t y l e

G

E O

N o D i t h e r i n g B l u e B o r i n g c t b

REFERENCE: SITE LAYOUT PLAN TRANSMITTED BY SSFM

INTERNATIONAL, INC. ON JUNE 12, 2018.

B-1

B-2(SW) & BULK-1

B-3

B-5

B-4

SEISMIC SHEAR WAVE VELOCITY TESTINGSW

j3ec9jma Text Box

NOTES:

1. SITE PLAN FOR BORING LOCATIONS ONLY.

2. GROUND WATER ELEVATIONS INDICATED ON THE BORING LOGS WERE THOSE EXISTING AT THE TIME OF THE FIELD EXPLORATIONS AND DO NOT NECESSARILY REPRESENT GROUND WATER ELEVATIONS AT THE TIME OF CONSTRUCTION. LOCAL PERCHED SUBSURFACE SEEPAGE ZONES AND GROUNDWATER TABLE SHOULD BE ANTICIPATED WITHIN THE PROJECT LIMITS DURING OR AFTER RAINY PERIODS. EXISTING UTILITY TRENCHES BACKFILLED WITH GRANULAR MATERIALS MAY ALSO CREATE PATHS FOR GROUNDWATER AND PERCHED WATER SEEPAGE WITHIN THE PROJECT LIMITS.

3. THE BORING LOGS DEPICT THE SUBSURFACE CONDITIONS ENCOUNTERED ONLY AT THE SPECIFIC CONDITIONS AND AT THE TIME OF THE FIELD EXPLORATIONS INDICATED. VARIATIONS OF SUBSURFACE CONDITIONS FROM THOSE DEPICTED ON THE LOGS MAY OCCUR AT, BETWEEN, AND BEYOND THE BORINGS.

4. ALTHOUGH NOT INDICATED ON ALL BORING LOGS, MANY COBBLES AND BOULDERS MAY EXIST IN THE SOIL MATRIX AND SHOULD BE EXPECTED.

A-0.1

UNCONSOLIDATED UNDRAINED TRIAXIAL

COMPRESSION (ksf)

MORE THAN 50%

OF COARSE

FRACTION

RETAINED ON

NO. 4 SIEVE

50% OR MORE OF

COARSE FRACTION

PASSING

THROUGH NO. 4

SIEVE

MORE THAN 50%

OF MATERIAL

RETAINED ON NO.

200 SIEVE

50% OR MORE OF

MATERIAL PASSING

THROUGH NO. 200

SIEVE

TORVANE SHEAR (tsf)

(2-INCH) O.D. STANDARD PENETRATION TEST

(3-INCH) O.D. MODIFIED CALIFORNIA SAMPLE

INORGANIC SILTS AND VERY FINE SANDS,

ROCK FLOUR, SILTY OR CLAYEY FINE SANDS

OR CLAYEY SILTS WITH SLIGHT PLASTICITY

POORLY-GRADED GRAVELS, GRAVEL-SAND

MIXTURES, LITTLE OR NO FINES

CLAYEY GRAVELS, GRAVEL-SAND-CLAY

MIXTURES

WELL-GRADED SANDS, GRAVELLY SANDS,

LITTLE OR NO FINES

POORLY-GRADED SANDS, GRAVELLY

SANDS, LITTLE OR NO FINES

SILTY SANDS, SAND-SILT MIXTURES

CLAYEY SANDS, SAND-CLAY MIXTURES

LIQUID LIMIT

50 OR MORE CH

NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS

MH

SILTS

AND

CLAYS

SILTS

AND

CLAYS

LIQUID LIMIT

LESS THAN 50

USCS

TYPICAL

DESCRIPTIONS

GW

MORE THAN 12%

FINES

WATER LEVEL OBSERVED IN BORING OVERNIGHT

HIGHLY ORGANIC SOILS

SILTY GRAVELS, GRAVEL-SAND-SILT

MIXTURES

OL

PEAT, HUMUS, SWAMP SOILS WITH HIGH

ORGANIC CONTENTS

INORGANIC CLAYS OF LOW TO MEDIUM

PLASTICITY, GRAVELLY CLAYS, SANDY

CLAYS, SILTY CLAYS, LEAN CLAYS

Soil Log Legend

ORGANIC CLAYS OF MEDIUM TO HIGH

PLASTICITY, ORGANIC SILTS

SC

Plate

GM

FINE-

GRAINED

SOILS

COARSE-

GRAINED

SOILS

CLEAN SANDS

SANDS WITH

FINES

SP

SANDS

GRAVELS

WELL-GRADED GRAVELS, GRAVEL-SAND

MIXTURES, LITTLE OR NO FINES

ML

CL

OH

LESS THAN 5%

FINES

GRAVELS WITH

FINES

CLEAN

GRAVELS

GRAB SAMPLE

PLASTICITY INDEX (NP=NON-PLASTIC)

TV

LEGEND

WATER LEVEL OBSERVED IN BORING AT TIME OF

DRILLING

WATER LEVEL OBSERVED IN BORING AFTER DRILLING

SM

MAJOR DIVISIONS

GP

MORE THAN 12%

FINES

PT

LESS THAN 5%

FINES

UNIFIED SOIL CLASSIFICATION SYSTEM (USCS)

ORGANIC SILTS AND ORGANIC SILTY

CLAYS OF LOW PLASTICITY

SW

GC

INORGANIC SILT, MICACEOUS OR

DIATOMACEOUS FINE SAND OR SILTY

SOILS

INORGANIC CLAYS OF HIGH PLASTICITY

PI

LL

TXUU

UNCONFINED COMPRESSION

OR UNIAXIAL COMPRESSIVE STRENGTH

CORE SAMPLE

SHELBY TUBE SAMPLE

LIQUID LIMIT (NP=NON-PLASTIC)

UC

GEOLABS, INC.

Geotechnical Engineering

L O

G L

E G

E N

D F

O R

S O

IL

-0

.G

J

E

O L

A B

S .G

D

/4

/1

A-0.2

Medium Sand

Fine Sand

#4 to #200 (4.75-mm to 0.075-mm)

#4 to #10 (4.75-mm to 2-mm)

> 12 inches (305-mm)

3-inch to #4 (75-mm to 4.75-mm)

Sieve Number and / or Size

Gravel

#10 to #40 (2-mm to 0.425-mm)

#40 to #200 (0.425-mm to 0.075-mm)

3 to 12 inches (75-mm to 305-mm)

Description

PP Readings (tsf)

2.0 - 4.0

> 4.0

N-Value (Blows/Foot)

MCS

0 - 4

RELATIVE DENSITY / CONSISTENCY

GRAIN SIZE DEFINITION

ABBREVIATIONS

N-Value (Blows/Foot)

0 - 7

Dry: Absence of moisture, dry to the touch

Moist: Damp but no visible water

Wet: Visible free water, usually soil is below water table

WOH: Weight of Hammer

WOR: Weight of Drill Rods

SPT: Standard Penetration Test Split-Spoon Sampler

MCS: Modified California Sampler

PP: Pocket Penetrometer

4 - 7

7 - 15

15 - 27

27 - 55

SPT

0 - 2

> 55> 30

4 - 8

15 - 30

MOISTURE CONTENT DEFINITIONS

SPT

0 - 4

4 - 10

10 - 30

30 - 50

> 50

MCS

Loose

EXAMPLE: Soil Containing 60% Gravel, 25% Sand, 15% Fines. Described as: SILTY GRAVEL with some sand

Plate

GRANULAR SOIL (- #200 <50%)

2 - 4

8 - 15

Relative Density

Very Loose

Dense

Very Dense

COHESIVE SOIL (- #200 50%)

PRIMARY constituents are composed of the largest percent of the soil mass. Primary constituents are capitalized and bold (i.e., GRAVEL, SAND)

PRIMARY constituents are based on plasticity. Primary constituents are capitalized and bold (i.e., CLAY, SILT)

SECONDARY constituents are composed of a percentage less than the primary constituent. If the soil mass consists of 12 percent or more fines content, a cohesive constituent is used (SILTY or CLAYEY);

otherwise, a granular constituent is used (GRAVELLY or SANDY) provided that the secondary constituent consists of 20 percent or more of the soil mass.

Secondary constituents are capitalized and bold (i.e., SANDY GRAVEL, CLAYEY SAND) and precede the primary constituent.

SECONDARY constituents are composed of a percentage less than the primary constituent, but more than 20 percent of the soil mass. Secondary constituents are capitalized and bold (i.e., SANDY CLAY, SILTY CLAY, CLAYEY SILT) and precede the primary constituent.

Sand

Boulders

Cobbles

Coarse Gravel 3-inch to 3/4-inch (75-mm to 19-mm)

Fine Gravel 3/4-inch to #4 (19-mm to 4.75-mm)

GEOLABS, INC. CLASSIFICATION*

Granular Soils Cohesive Soils

Consistency accessory descriptions compose of the following:

with some: >12% with a little: 5 - 12% with traces of: <5% accessory descriptions are lower cased and follow the Primary and Secondary Constituents (i.e., SILTY CLAY with some sand)

Very Soft

Soft

Medium Stiff

Stiff

Very Stiff

Hard

< 0.5

0.5 - 1.0

1.0 - 2.0

7 - 18

18 - 55

55 - 91

> 91

Medium Dense

Coarse Sand

(with deviations from ASTM D2488)

Soil Classification Log Key

*Soil descriptions are based on ASTM D2488-09a, Visual-Manual Procedure, with the above modifications by Geolabs, Inc. to the Unified Soil Classification System (USCS).

accessory descriptions compose of the following:

with some: >12% with a little: 5 - 12% with traces of: <5% accessory descriptions are lower cased and follow the Primary and Secondary Constituents (i.e., SILTY GRAVEL with a little sand)

S O

IL

C L

A S

S

L O

G

K

Y

-0

.G

O L

A B

S .G

/4

/1

GEOLABS, INC.

Geotechnical Engineering

A-0.3

ROCK DESCRIPTIONS

Plate

BRECCIA

CLINKER

COBBLES

CORAL

BASALT

ROCK DESCRIPTION SYSTEM

Greater than 24 inches apart

12 to 24 inches apart

6 to 12 inches apart

3 to 6 inches apart

Less than 3 inches apart

Rock shows no sign of discoloration or loss of strength.

Slight discoloration inwards from open fractures.

Discoloration throughout and noticeably weakened though not able to break by hand.

Most minerals decomposed with some corestones present in residual soil mass. Can be broken by hand.

Saprolite. Mineral residue completely decomposed to soil but fabric and structure preserved.

The following terms describe general fracture spacing of a rock:

The following terms describe the chemical weathering of a rock:

ROCK FRACTURE CHARACTERISTICS

DEGREE OF WEATHERING

HARDNESS

BOULDERS

VOID/CAVITY

TUFF

SILTSTONE

LIMESTONE

Unweathered:

Slightly Weathered:

Moderately Weathered:

Highly Weathered:

Extremely Weathered:

Very Hard:

Hard:

Medium Hard:

Soft:

Very Soft:

SANDSTONE

Massive:

Slightly Fractured:

Moderately Fractured:

Closely Fractured:

Severely Fractured:

Rock Log Legend

The following terms describe the resistance of a rock to indentation or scratching:

Specimen breaks with difficulty after several "pinging" hammer blows.

Example: Dense, fine grain volcanic rock

Specimen breaks with some difficulty after several hammer blows.

Example: Vesicular, vugular, coarse-grained rock

Specimen can be broked by one hammer blow. Cannot be scraped by knife. SPT may penetrate by ~25 blows per inch with bounce.

Example: Porous rock such as clinker, cinder, and coral reef

Can be indented by one hammer blow. Can be scraped or peeled by knife. SPT can penetrate by ~100 blows per foot.

Example: Weathered rock, chalk-like coral reef

Crumbles under hammer blow. Can be peeled and carved by knife. Can be indented by finger pressure.

Example: Saprolite

CONGLOMERATE

GEOLABS, INC.

Geotechnical Engineering

L O

G L

E G

E N

D F

O R

R O

C K

-0

.G

O L

A B

S .G

/4

/1

MH

CH

MH

MH

LL=61

PI=33

LL=64

PI=29

LL=73

PI=31

4.5

4.0

4.5

Brown with gray mottling CLAYEY SILT with a little gravel (basaltic), moist (fill)

Dark reddish brown SILTY CLAY, very stiff, moist (residual soil)

Brown with multi-color mottling CLAYEY SILT, hard, moist (residual soil) grades to yellowish brown, very stiff

Light yellowish brown with orange mottling CLAYEY SILT with traces of highly weathered gravel (basaltic), very stiff, moist (saprolite) grades to hard

O th e r

T e s ts

Plate

P o c k e t P e n

(t s f)

Date Started:

Date Completed:

Logged By:

Total Depth:

Work Order:

D ry

D e n s it y

(p c f)

CME-75DR

4" Solid Stem Auger

140 lb. wt., 30 in. drop

C o re R e c o v e ry

Laboratory

U S

C S

D e p th fe e t)

G ra p h ic

Drill Rig:

Drilling Method:

Driving Energy:

M o is tu re C o n te n t

R Q

D

Description

Water Level:

A - 1.1

Log of Boring

P e n e tr a ti o n R e s is ta n c e

(b lo w s /f o o t)

S a m p le

Field

August 6, 2018

August 7, 2018

S. Latronic

31.5 feet

7729-00

(Energy Transfer Ratio = 74.1%)

Latitude: 21.4861° N Longitude: 158.04459° W

Approximate Ground Surface Elevation(feet ): 867 *

B O

R

IN

G

L O

G

W

L A

T A

N D

L O

N G

-0

.G

O L

A B

S .G

/1

/1

Not Encountered

GEOLABS, INC.

Geotechnical Engineering

FY18 RENOVATE QUAD A

BUILDINGS 130, 131, AND 132

SCHOFIELD BARRACKS, OAHU, HAWAII

Boring terminated at 31.5 feet

* Elevations estimated from ©2018 GOOGLE™EARTH PRO. Imagery dated January 29, 2013.

O th e r

T e s ts

Plate

P o c k e t P e n

(t s f)

Date Started:

Date Completed:

Logged By:

Total Depth:

Work Order:

D ry

D e n s it y

(p c f)

CME-75DR

4" Solid Stem Auger

140 lb. wt., 30 in. drop

C o re R e c o v e ry

(Continued from previous plate)

Laboratory

U S

C S

D e p th fe e t)

G ra p h ic

Drill Rig:

Drilling Method:

Driving Energy:

M o is tu re C o n te n t

R Q

D

Description

Water Level:

A - 1.2

Log of Boring

P e n e tr a ti o n R e s is ta n c e

(b lo w s /f o o t)

S a m p le

Field

August 6, 2018

August 7, 2018

S. Latronic

31.5 feet

7729-00

(Energy Transfer Ratio = 74.1%)

B O

R

IN

G

L O

G

W

L A

T A

N D

L O

N G

-0

.G

O L

A B

S .G

/1

/1

Not Encountered

GEOLABS, INC.

Geotechnical Engineering

FY18 RENOVATE QUAD A

MH

CH

MH

MH

Direct Shear

4.5

1.5

4.0

46/6" +50/5" Ref.

Reddish brown with traces of gray mottling CLAYEY SILT with traces of gravel (basaltic), moist (fill)

Dark reddish brown SILTY CLAY, very stiff, moist (residual soil)

Brown with multi-color mottling CLAYEY SILT, hard, moist (residual soil)

Light orangish brown with gray mottling CLAYEY SILT, very stiff, moist (saprolite) grades to stiff

O th e r

T e s ts

Plate

P o c k e t P e n

(t s f)

Date Started:

Date Completed:

Logged By:

Total Depth:

Work Order:

D ry

D e n s it y

(p c f)

CME-75DR

4" Solid Stem Auger

140 lb. wt., 30 in. drop

C o re R e c o v e ry

Laboratory

U S

C S

D e p th fe e t)

G ra p h ic

Drill Rig:

Drilling Method:

Driving Energy:

M o is tu re C o n te n t

R Q

D

Description

Water Level:

A - 2.1

Log of Boring

P e n e tr a ti o n R e s is ta n c e

(b lo w s /f o o t)

S a m p le

Field

August 7, 2018

August 9, 2018

S. Latronic

101.5 feet

7729-00

(Energy Transfer Ratio = 74.1%)

Latitude: 21.48596° N Longitude: 158.04445° W

Approximate Ground Surface Elevation(feet ): 868 *

B O

R

IN

G

L O

G

W

L A

T A

N D

L O

N G

-0

.G

O L

A B

S .G

/1

/1

Not Encountered

GEOLABS, INC.

Geotechnical Engineering

FY18 RENOVATE QUAD A

MH

LL=83

PI=38

4.0

3.0

4.0

3.0 grades with purplish mottling and vesicular structure locally grades with highly weathered basalt corestones locally, hard grades to very stiff grades to stiff

O th e r

T e s ts

Plate

P o c k e t P e n

(t s f)

Date Started:

Date Completed:

Logged By:

Total Depth:

Work Order:

D ry

D e n s it y

(p c f)

CME-75DR

4" Solid Stem Auger

140 lb. wt., 30 in. drop

C o re R e c o v e ry

(Continued from previous plate)

Laboratory

U S

C S

D e p th fe e t)

G ra p h ic

Drill Rig:

Drilling Method:

Driving Energy:

M o is tu re C o n te n t

R Q

D

Description

Water Level:

A - 2.2

Log of Boring

P e n e tr a ti o n R e s is ta n c e

(b lo w s /f o o t)

S a m p le

Field

August 7, 2018

August 9, 2018

S. Latronic

101.5 feet

7729-00

(Energy Transfer Ratio = 74.1%)

B O

R

IN

G

L O

G

W

L A

T A

N D

L O

N G

-0

.G

O L

A B

S .G

/1

/1

Not Encountered

GEOLABS, INC.

Geotechnical Engineering

FY18 RENOVATE QUAD A

MH

LL=85

PI=37

3.0

2.5

3.5 grades to very stiff grades with highly weathered gravel (basaltic), hard

Brownish gray vesicular BASALT, moderately to highly weathered, soft to medium hard

Boring terminated at 101.5 feet

O th e r

T e s ts

Plate

P o c k e t P e n

(t s f)

Date Started:

Date Completed:

Logged By:

Total Depth:

Work Order:

D ry

D e n s it y

(p c f)

CME-75DR

4" Solid Stem Auger

140 lb. wt., 30 in. drop

C o re R e c o v e ry

(Continued from previous plate)

Laboratory

U S

C S

D e p th fe e t)

G ra p h ic

Drill Rig:

Drilling Method:

Driving Energy:

M o is tu re C o n te n t

R Q

D

Description

Water Level:

A - 2.3

Log of Boring

P e n e tr a ti o n R e s is ta n c e

(b lo w s /f o o t)

S a m p le

Field

August 7, 2018

August 9, 2018

S. Latronic

101.5 feet

7729-00

(Energy Transfer Ratio = 74.1%)

B O

R

IN

G

L O

G

W

L A

T A

N D

L O

N G

-0

.G

O L

A B

S .G

/1

/1

Not Encountered

GEOLABS, INC.

Geotechnical Engineering

FY18 RENOVATE QUAD A

SP

MH

CH

MH

MH

Consol.

Consol.

4.5

4.5

3.5

3-inch ASPHALTIC CONCRETE

Gray GRAVELLY SAND (BASALTIC), moist (fill)

Reddish brown with gray mottling CLAYEY SILT with a little gravel (basaltic), very stiff, moist (fill)

Dark reddish brown SILTY CLAY, very stiff, moist (residual soil)

Brown with multi-color mottling CLAYEY SILT, very stiff, moist (residual soil) grades to orangish brown, hard

Light orangish brown with multi-color mottling CLAYEY SILT, stiff, moist (saprolite) grades to very stiff grades to hard

Boring terminated at 31.5 feet

O th e r

T e s ts

Plate

P o c k e t P e n

(t s f)

Date Started:

Date Completed:

Logged By:

Total Depth:

Work Order:

D ry

D e n s it y

(p c f)

CME-75DR

4" Solid Stem Auger

140 lb. wt., 30 in. drop

C o re R e c o v e ry

Laboratory

U S

C S

D e p th fe e t)

G ra p h ic

Drill Rig:

Drilling Method:

Driving Energy:

M o is tu re C o n te n t

R Q

D

Description

Water Level:

A - 3

Log of Boring

P e n e tr a ti o n R e s is ta n c e

(b lo w s /f o o t)

S a m p le

Field

August 6, 2018

August 6, 2018

S. Latronic

31.5 feet

7729-00

(Energy Transfer Ratio = 74.1%)

Latitude: 21.48569° N Longitude: 158.04449° W

Approximate Ground Surface Elevation(feet ): 864 *

B O

R

IN

G

L O

G

W

L A

T A

N D

L O

N G

-0

.G

O L

A B

S .G

/1

/1

Not Encountered

GEOLABS, INC.

Geotechnical Engineering

FY18 RENOVATE QUAD A

MH

CH

MH

MH

Swell

TXUU

Su=4.8 ksf

4.0

4.5

4.5

4.0

Reddish brown CLAYEY SILT with traces of gravel (basaltic), moist (fill)

Dark reddish brown SILTY CLAY, very stiff, moist (residual soil) grades to hard

Brown with some multi-color mottling CLAYEY SILT, hard, moist (residual soil) grades to orangish brown, very stiff

Light yellowish brown with multi-color mottling CLAYEY SILT, very stiff, moist (saprolite) grades with gray mottling

Boring terminated at 31.5 feet

O th e r

T e s ts

Plate

P o c k e t P e n

(t s f)

Date Started:

Date Completed:

Logged By:

Total Depth:

Work Order:

D ry

D e n s it y

(p c f)

CME-75DR

4" Solid Stem Auger

140 lb. wt., 30 in. drop

C o re R e c o v e ry

Laboratory

U S

C S

D e p th fe e t)

G ra p h ic

Drill Rig:

Drilling Method:

Driving Energy:

M o is tu re C o n te n t

R Q

D

Description

Water Level:

A - 4

Log of Boring

P e n e tr a ti o n R e s is ta n c e

(b lo w s /f o o t)

S a m p le

Field

August 6, 2018

August 6, 2018

S. Latronic

31.5 feet

7729-00

(Energy Transfer Ratio = 74.1%)

Latitude: 21.48536° N Longitude: 158.04387° W

Approximate Ground Surface Elevation(feet ): 863 *

B O

R

IN

G

L O

G

W

L A

T A

N D

L O

N G

-0

.G

O L

A B

S .G

/1

/1

Not Encountered

GEOLABS, INC.

Geotechnical Engineering

FY18 RENOVATE QUAD A

SP

MH

CH

Swell

4.536

3-inch ASPHALTIC CONCRETE

Gray GRAVELLY SAND (BASALTIC), moist (fill)

Dark reddish brown with gray mottling CLAYEY SILT with traces of gravel (basaltic), very stiff, moist (fill)

Dark reddish brown SILTY CLAY, hard, moist (residual soil)

Boring terminated at 5 feet

O th e r

T e s ts

Plate

P o c k e t P e n

(t s f)

Date Started:

Date Completed:

Logged By:

Total Depth:

Work Order:

D ry

D e n s it y

(p c f)

CME-75DR

4" Solid Stem Auger

140 lb. wt., 30 in. drop

C o re R e c o v e ry

Laboratory

U S

C S

D e p th fe e t)

G ra p h ic

Drill Rig:

Drilling Method:

Driving Energy:

M o is tu re C o n te n t

R Q

D

Description

Water Level:

A - 5

Log of Boring

P e n e tr a ti o n R e s is ta n c e

(b lo w s /f o o t)

S a m p le

Field

August 6, 2018

August 6, 2018

S. Latronic

5 feet

7729-00

(Energy Transfer Ratio = 74.1%)

Latitude: 21.48554° N Longitude: 158.04452° W

Approximate Ground Surface Elevation(feet ): 864 *

B O

R

IN

G

L O

G

W

L A

T A

N D

L O

N G

-0

.G

O L

A B

S .G

/1

/1

Not Encountered

GEOLABS, INC.

Geotechnical Engineering

FY18 RENOVATE QUAD A

W9128A-19-R-0014

Section 00 60 00, Attachment D – Page 1 (Am-0007)

Site Photos: Building 131, Mechanical Room, Crawl Space

Section 00 60 00, Attachment D – Page 2

Section 00 60 00, Attachment D – Page 3

Section 00 22 16 – Page 5 (Am-0007)

Offerors shall submit all price proposal documentation in Adobe PDF format on:

One (1) CD ROM; and Five (5) hard copies each for each proposal (1 original and 4 copies)

The Price Proposal and Technical Proposal shall be submitted on “separate” single CDs in sealed envelopes, clearly marked “SOLICITATION NO. W9128A-19-R-0014, PN94631 Repair Building 131 and Construct Central Utility Plant, Schofield Barracks, Hawaii and PN95082/95265 Repair Buildings 130 and 132, Schofield Barracks, Oahu, Hawaii.”

Each disc shall be externally labeled with the solicitation number, volume number, date, and the Offeror’s name. If the hard-copy proposal differs from the electronic version, the hard copy will govern. If the electronic files are of a size at which it must be compressed (zipped), it shall be compressed into one file using WinZip version 6.2 or later.

3.4.3 Format and Contents of the Technical Proposal and List of Tabs. The technical proposal will be appropriately organized using the tabs specified in the chart below. The proposals shall contain a detailed table of contents. A cover sheet identifying the Offeror (name, address, and point of contact), contract description, and solicitation number shall be provided. The second sheet shall be a Table of Contents.

Offers that violate these rules unnecessarily delay the evaluation process and may be rejected by the Government after the initial evaluation without receiving any further consideration. The Government will not evaluate any information beyond the page limitation noted in paragraph 3.4.4.

TAB CONTENTS OF THE TECHNICAL PROPOSAL – Volume 1

A The Proposal Cover Sheet

B Experience

C Past Performance

D Organization and Management Plan

E Small Business Participation Plan

3.4.4 Page Limitations. The following page limitations are established for each Factor:

Factor 1 – Experience – 2 single sided pages per contract (not to exceed 10 pages total).

Factor 2 – Past Performance – No page limitation.

Factor 3 – Organization and Management Plan – A total of seven (7) single-sided pages. Of the seven (7) pages, one (1) single-sided no larger than 11”x17” shall be for the Organizational Chart in accordance with paragraph 7.1.b. Key Personnel Resumes will not count towards the page limitation. However, each resume shall not exceed two (2) single-sided pages.

Factor 4 – Small Business Participation Plan – No page limitation.

Factor 5 – Price – No page limitation.

For submissions with page limitations, the pages will be counted as follows: One side of the paper is one page; information on both the back and front of one sheet of paper will be counted as two pages. Where authorized, fold-out pages (11” x 14” or 11” x 17”) will count as one page. Pages furnished for