R0004.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

RFP W912DW18R0009

Amendment R0004

(Please see continuation page for more details)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 03-Aug-2018

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 W912DW18R0009

X 9B. DATED (SEE ITEM 11)

12-Jul-2018

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 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

03-Aug-2018

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW18R0009

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text: R0004

1. This amendment four (0004) provides for the following:

Drawing C-103, Pierce Avenue, (Revised) Drawing C-105, Pierce Avenue to Pendleton Avenue (Revised) Drawing C-106, Pendleton Avenue to 2nd Division Drive (Revised) Drawing C-107, 2nd Division Drive (Revised) Drawing C-112, 2nd Division Drive (Revised) Drawing C-113, Pendleton Avenue to 3rd Division Drive (Revised) Drawing C-114, Bennett Avenue to 3rd Division Drive (Revised) Seed Project Statement of Work, Section 01 11 00 (Revised)

2. The proposal submittal time and date of 1:00:00 PM LOCAL TIME, 14 August 2018 remains the same.

3. The attached revised sections are to be replaced in their entirety. Specifications changes are generally identified, for convenience, either by strikeout for deletions, and double underlining of text for additions or a single dark line in the margin. All portions of the revised sections shall apply whether or not changes have been indicated.

4. NOTICE TO OFFERORS: Offerors must acknowledge receipt of all amendments including this amendment by number and date on bid.

Encl:

Drawing C-103, (Revised) Drawing C-105 (Revised) Drawing C-106 (Revised) Drawing C-107 (Revised) Drawing C-112 (Revised) Drawing C-113 (Revised) Drawing C-114 (Revised) Seed Project SOW, Section 01 11 00 (Revised)

(End of Summary of Changes)

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S

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S

S

S

0086A

1927 1928

S

S

419A0086B

PIERCE AVENUE

PIERCE AVENUE

TACOMA AVENUE

N

T

H

A

V E

N U

E

TACOMA AVENUE

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

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Y

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A T

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SHEET ID

G

2 3 4 5 6 7 8 9 10

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E

D

C

B

A

US Army Corps of Engineers

Seattle District

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

N

R E

P A

I R

S

E W

Y S

T E

M

P I E

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E

A

V E

N U

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C-103

S E

A T

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E

D

I S

T R

I C

T

L E

W

L A

K

P

O

J E

F F

I C

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A

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W

D W

D

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T A

J O

I N

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B

A S

E

L

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I S

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C C

H O

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A

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P A

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T E

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L

E W

M

A I N

J B

L M

W

ELECTRONIC BID SET SUBMITTAL

SCALE:

50' 100'

1"=50'

M A

T C

H L

I N

E

S

H E

M A

T C

H L I N

E

S

E

C-103 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0078 1927 410 398 10 VCP

NO REHAB; NO DATA

0077 1928 1927 448 10 VCP

NO REHAB; NO DATA

0076 417 1928 314 10 10 VCP 3

REPLACE; BROKEN PIPE, CRACKS, BLOCKAGE

NOTE WATER MAIN +/- 3.5 FT SOUTH

0088 1926 409 489 21 15 PE

CLEAN PE, RE-TV; NO REHAB

0087 416 1926 0 21 15 PE

CLEAN PE, RE-TV; NO REHAB

0086B 419A 416 86 21 15 PE

NO REHAB; PREVIOUS PE LINING

0086A 419 419A 362 21 15 PE

NO REHAB; PREVIOUS PE LINING

C-103 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

PIERCE AVE 1927 273.37 278.87 X MISSING MH

PIERCE AVE 1928 275.2 281.25 X MISSING MH

PIERCE AVE 1926 272.29 281.29 X REFER MH CODE G-102: A

PIERCE AVE 416 274.05 286.05 X REFER MH CODE G-102: A

PIERCE AVE 419A 274.1 285.1 X MH ADDED TO GIS DATA

B

D

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Y

T

E C

H N

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A L

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P L Y

DE

GNELANOI

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R

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INF

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O

WASH

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27612

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A

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R0004

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S

S

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SSSS

SSSS

SSSS

SSSS

S S

S S

S S

S S

S S

S S

S

S

S

S

S

S

S

S

S

S

S

S

00820083

421423

N

D

D

I V

I S

I O

N

D

R I V

E

N

S

T

S

T R

E E

T

P

E

N

D

L

E

T

V

E

N

U

E

PIERCE AVENUE

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

N

R E

P A

W

S

T E

M

P I E

R C

E

A

V E

N U

E

T

O

P

E N

D L

E T

E

N U

E

C-105

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

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A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

M

A

T

C

H

L

I

E

M A

T C

H L

I N

E

S

E

C-105 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0073 1626 1622 449 10 10 VCP 3

REPLACE; MULTIPLE MAT'L CHANGES, CRACKS

NOTE WATER MAIN +/- 2 FT SOUTH

0072 1629 1626 448 10 10 VCP

REMOVE BLOCKAGE & RE- TV; NO REHAB

0084 423 1623 448 21 15 PE

NO REHAB; PREVIOUS PE LINING

0083 421 423 377 21 15 PE

NO REHAB; PREVIOUS PE LINING

0082 1630 421 365 21 15 PE

NO REHAB; CLEAN, REPAIR FUSION BEAD, RE-TV

0081 1631 1630 355 21 21 PE

NO REHAB; CLEAN, REPAIR FUSION BEAD, RE-TV

C-105 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

PIERCE AVE 1626 281.4 287.07 X REFER MH CODE G-102: C

PIERCE AVE 1629 283.23 288.76 X

REFER MH CODE G-102: D,R

PIERCE AVE 423 275.44 287.44 X REFER MH CODE G-102: A

PIERCE AVE 421 276 288 X REFER MH CODE G-102: A

PENDLETON AVE 1630 276.53 286.53 X

REFER MH CODE G-102: A, T

B

Q U

I R

Y

T

E C

H N

I C

A L

R E

P L Y

DE

GNELANOI

S

GE

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O R

ESI T R

R

EE

NI

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N

INF

TA

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WASH

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TO

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27612

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A

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R0004

G3PMMRES

Oval

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SSSS

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S

S

S

S

S

S

S

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B

S

S

1073A

V

I

S

I

I

V

E

PENDLETON AVENUE

V

I

S

I

I

V

E

P

I

E

R

E

N

U

E

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

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M A

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S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

N

R E

P A

W

S

T E

M

P E

N D

L E

T O

N

A

V E

N U

E

T

O

V

I S

I O

N

D

R I V

E

C-106

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

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A

B

L D

G

W

D W

D

M A

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H

T A

J O

I N

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B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

M A

T C

H L

I N

E

S

E

M A

T C

H L

I N

E

S

E

MATCHLINE SEE SHEET C-107

C-106 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0081 1631 1630 355 21 21 PE

NO REHAB; CLEAN, REPAIR FUSION BEAD, RE-TV

0080 237 1632 372 21 21 PE

NO REHAB; CLEAN, REPAIR FUSION BEAD, RE-TV

0071 236 237 57 21 21 CONC

NO REHAB; REMOVE BLOCKAGE & RE- TV

0070B 1073A 236 197 18 18 CONC

NO REHAB; REMOVE BLOCKAGE & RE- TV

0070A 1073 1073A 118 18 18 CONC

NO REHAB; CLEAN

0095 2313 236 16 14 CONC

NO REHAB; NO DATA

C-106 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

PENDLETON AVE 1630 276.53 286.53 X

REFER MH CODE G-102: A, T

PENDLETON AVE 1631 277.08 286.08 X

REFER MH CODE G-102: C, P

PENDLETON AVE 237 277.64 285.64 X

REFER MH CODE G-102: A, G, P

2ND DIVISION DR 236 278.18 285.7 X REFER MH CODE G-102: R

2ND DIVISION DR 2313 278.5 288.36 X REFER MH CODE G-102: A

B

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T

E C

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INF

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WASH

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27612

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G3PMMRES

Oval

S S

S S

SS

SS

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SS

SS

S

S

S S

S

S

S

S

S S

S S

S S

S S

S S

S S

S

S

S

S

S S

S S

S

S

N

I C

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

0070B

S

S

A

S

S

2412B S

S

2412A

S

S

A

S S

S S

B E

N N

E

N U

E

2ND DIVISION DRIVE

2ND DIVISION DRIVE

E

D

W

A

R

E

N

U

E

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

N

R E

P A

W

S

T E

M

N

D

D

I V

I S

I O

N

D

R I V

E

C-107

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

M A

T C

H L I N

E

S

E

M A

T C

H L

I N

E

S

E

MATCHLINE SEE SHEET C-114

C-107 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0070B 1073A 236 195 18 18 CONC

REMOVE BLOCKAGE & RE- TV; NO REHAB

0070A 1073 1073A 115 18 18 CONC

NO REHAB; CLEAN

0069C 2412B 1073 115 18 18 CONC

NO REHAB; CLEAN

0069B 2412A 2412B 75 18 18 CONC

NO REHAB; CLEAN

0069A 2412 2412A 120 18 18 CONC

NO REHAB; NO REPORT OR VIDEO REVIEW

0068 1488 2412 80 18 18 CONC

NO REHAB; CLEAN & RE-TV

0067 1487 1488 234 18 18 CONC NO REHAB

0066 1486 1487 227 18 18 CONC

NO REHAB; CLEAN

0065 1485A 1486 194 18 18 CONC

NO REHAB; 1 LONG CRACK

0064B 1485 1485A 38 18 18 CONC NO REHAB

C-107 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

2ND DIVISION DR 1073Ax 278.6 286.1 X MH ADDED TO GIS DATA

2ND DIVISION DR 1073x 278.99 286.48 X RESCANNED SAME GIS MH

2ND DIVISION DR 2412B 279.1 287.6 X MH ADDED TO GIS DATA

2ND DIVISION DR 2412A 279.4 289.9 X

REFER MH CODE G-102: A, P, R

2ND DIVISION DR 2412 279.53 291.05 X

REFER MH CODE G-102: A, G, P

2ND DIVISION DR 1488 279.55 287.32 X REFER MH CODE G-102: A

2ND DIVISION DR 1487 280.46 288.8 X

REFER MH CODE G-102: A, G, M

2ND DIVISION DR 1486 282.89 292.95 X

REFER MH CODE G-102: B, T

2ND DIVISION DR 1485A 283.7 295.4 X MH ADDED TO GIS DATA

2ND DIVISION DR 1485 283.47 296.2 X

REFER MH CODE G-102: A,G,P,S

B

Q U

I R

Y

T

E C

H N

I C

A L

R E

P L Y

DE

GNELANOI

S

GE

R

SE

F

O R

ESI T R

R

EE

NI

P

S

N

INF

TA

TE

O

WASH

G

TO

I

27612

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G3PMMRES

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SS

SS

SS

SS

SSSSSS

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S

S

S

S

S

S

S

S

N

I C

S

S

S

S

S

S

S

S

S

S

S

S

S

S

2ND DIVISION DRIVE

N A

K A

M U

E

N U

E

2ND DIVISION DRIVE

A

A

A

A

S

S

S

S

S

S

B

A

B

B

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

N

C-112

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

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PIPE US MH DS MH PIPE LF

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0049 1688 2062 168 10 10 CONC NO REHAB

0048 2067 1688 283 10 8 CONC 0

REPLACE; BLOCKAGES, INCOMPLETE SURVEY

0047 1641 2067 279 10 8 CONC NO REHAB

0006B 1642A 1641 192 8 8 CONC 0

CIPP; ROOTS, PREVIOUS REPAIR

0006A 1642 1642A 98 8 8 CONC 1

CIPP; SPIRAL CRACK, ACTIVE FACTORY TAP

0005 2036 1642 308 8 8 CONC 4

REPLACE; 4 MAT'LS, SAG, CRACKS, OFFSET JTS

NOTE: CONC PAVEMENT REPLACEMENT

0008 2061 1688 313 8 8 CONC 5

CIPP; MAT'L CHANGE, MINOR CRACKS

0007 2037 2061 311 8 8 CONC NO REHAB

C-112 MANHOLE DATA & DESIGN

LOCATION MH NO.

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2ND DIVISION DR 2062 298.91 305.5 X

REFER MH CODE G-102: A,G

2ND DIVISION DR 1688 299.42 305.2 X REFER MH CODE G-102: A

2ND DIVISION DR 2067 300.45 306.1 X

REFER MH CODE G-102: A,G

2ND DIVISION DR 1641 301.29 307.1 X

REFER MH CODE G-102: A,T

2ND DIVISION DR 1642A 301.73 307.4 X

2ND DIVISION DR 1642 302.16 307.7 X REFER MH CODE G-102: A

NAKAMURA AVE 2061 300.83 308.6 X

REFER MH CODE G-102: A,G

NAKAMURA AVE 2037 302.24 311.2 X

REFER MH CODE G-102: A,G

OWEN AVE 2036 303.09 306.5 X

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Seattle District

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

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MATCHLINE SEE SHEET C-107

C-113 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0046 1077 1074 0 8 8 CONC

NO REHAB; NO FACILITIES, AREA REDEVELOPED

0045 1076 1077 0 8 8 CONC

NO REHAB; NO FACILITIES, AREA REDEVELOPED

0044 1079 1075 261 8 8 CONC NO REHAB

0043 1079 1078 174 8 8 CONC

REPLACE; MAT'L CHANGE, OFFSET JOINTS

NOTE FENCE REPLACEMENT & SD +/- 4' EAST

C-113 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

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MH

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MH

NO MH

DATA

COMMENTS

PENDLETON AVE 1074 280.85 291.32 X

REFER MH CODE G-102: A, P

3RD DIVISION DR 1077 X

NO MH, REDEVELOPED

3RD DIVISION DR 1076 X

NO MH, REDEVELOPED

3RD DIVISION DR 1075 282.76 295.25 X

REFER MH CODE G-102: A,M,P,R

3RD DIVISION DR 1079 284.06 288.75 X

REFER MH CODE G-102: A, P

3RD DIVISION DR 1078 284.93 286.9 X

REFER MH CODE G-102: B, T

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US Army Corps of Engineers

Seattle District

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

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C-114 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0042 234 1487 338 8 8 CONC 2

CIPP; CRACKS

0041 235 234 326 8 8 CONC 2

CIPP; CIRC CRACKS, MAT'L CHANGE, BRKN SVC

0040 1664 235 184 8 8 CONC

REPLACE; MAT'L CHANGE, OFFSET JOINT

NOTE CURB LINE REPLACEMENT

0039 2739 1664 129 8 8 CONC

REPLACE; CRACKS, MAT'L CHANGE, OFFSET JTS

0038 232 1485 337 8 8 CONC 1

REPAIR BROKEN PIPE AT WYE FITTING UPPER

CONNECTION TO MH 1485 & CIPP FULL LENGTH

0037 947 232 324 8 8 CONC 1

CIPP; REPORTED LIGHT POLE INTERFERENCE

0036 948 947 185 8 8 CONC NO REHAB

0035 1484 948 303 8 8 CONC

CIPP; HOLE, CRACK

SEE SHEET C-108

C-114 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

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MH

REPLACE

MH

NO MH

DATA

COMMENTS

2ND DIVISION DR 1487 280.46 288.8 X

REFER MH CODE G-102: A, G, M

BENNETT AVE 234 282.53 293.15 X

BENNETT AVE 235 284.3 293.03 X

BENNETT AVE 1664 286.22 289.45 X

3RD DIVISION DR 2739 287.57 291.3 X

REFER MH CODE G-102: G,P

2ND DIVISION DR 1485A 283.5 296.2 X MH ADDED TO GIS DATA

EDWARDS AVE 232 289.86 300.65 X

NO DATA, BURRIED MH

EDWARDS AVE 947 291.25 301.85 X

REFER MH CODE G-102: A,P,T

EDWARDS AVE 948 293.17 299.2 X

REFER MH CODE G-102:A,P

EDWARDS AVE 1484 295.2 299.7 X

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SECTION 01 11 00

STATEMENT OF WORK

Version 1.34

Issued December 29, 2017

CONSTRUCTION

RFP Final Date: May 16, 2018

Revised Date: August 3, 2018

1. GENERAL DISCUSSION

1.1. Project Identification

1.1.1. Project Title: Repair Sewer System Lewis Main At JBLM, WA

1.1.2. IJO Number(s): DER001283J

1.1.3. Project Package Number(s): TBD

1.2. Description of Work

1.2.1. The contractor shall supply all supervision, labor, equipment, and materials to perform all work in strict accordance with the umbrella contract specifications, this statement of work, and identified drawings to provide a JBLM gravity sanitary sewer collection system pipelines and manholes.

1.3. Area Description

1.3.1. Location

1.3.1.1. The work shall be performed at various locations on Joint Base Lewis- McChord in Washington, in the portion of the base north and east of Gray Army Airfield.

1.3.2. Known Existing Site Conditions

1.3.2.1. Work areas include streets and parking lots needing traffic control, landscaping areas that will need to be repaired after construction, etc.

1.4. Principal Items To Be Accomplished

1.4.1. Base Construction Deliverable: DER001283J

1.4.1.1. Base Item CLIN 0001. Repair Sewer System Lewis Main At JBLM, WA Repair.

a. Provide all plant, labor, tools, equipment and materials (except as indicated otherwise on the specifications) and perform all work in strict accordance with the plans and specifications. The Task Order will primarily include construction and/or repairs to the JBLM gravity sanitary sewer collection system pipelines and manholes, and may involve other related trades, including but not necessarily limited to: excavation, demolition, pavement repairs, environmental remediation considered incidental to the work as well as concrete & masonry work.

2. PERFORMANCE AND SCHEDULING

2.1. Performance Period Requirements

2.1.1. The Contractor is required to commence work under this Task Order within ten (10) business days after the date of issuance of the Notice to Proceed (NTP) for the Base Item(s), prosecute the work diligently, and complete all work on all Base Item(s) no later than 160 calendar days after the date of issuance of the Notice to Proceed for the Base Item(s). The time stated for completion includes final cleanup of the premises and submission of all required close-out documentation.

2.2. Award of Options

2.2.1. Reserved

2.3. Construction Phasing Requirements

2.3.1. Reserved

2.4. Liquidated Damages

2.4.1. Liquidated damages shall be in accordance with the base contract.

3. DRAWINGS

3.1. Reference drawings are available from DPW Geospatial Services Office for the development of As-built drawings. Level of detail on these drawings will vary.

3.2. Contract Drawings

3.2.1. The drawings outlined below are attached.

DRAWING INDEX

SHEET NUMBER SHEET TITLE

G-001 COVER

G-101 KEY MAP

G-102 ABBREVIATIONS AND NOTES

C-101 N 16TH STREET TO 41ST DIVISION DRIVE

C-102 41ST DIVISISON DRIVE TO PIERCE AVENUE

C-103

PIERCE AVENUE

Revised 1 August 2018

C-104 PIERCE AVENUE

C-105

PIERCE AVENUE TO PENDLETON AVENUE

Revised 1 August 2018

C-106

PENDLETON AVENUE TO 2ND DIVISION DRIVE

Revised 1 August 2018

C-107 2ND DIVISION DRIVE

Revised 1 August 2018

C-108 2ND DIVISION DRIVE

C-109 2ND DIVISION DRIVE

C-110 2ND DIVISION DRIVE

C-111 2ND DIVISION DRIVE AND MASTIN AVENUE

C-112

2ND DIVISION DRIVE

Revised 1 August 2018

C-113

PENDLETON AVENUE TO 3RD DIVISION DRIVE

Revised 1 August 2018

C-114

BENNETT AVENUE TO 3RD DIVISION DRIVE

Revised 1 August 2018

C-115 FAITH AVENUE

C-116 HANDRICH AVENUE

C-117 KYLE AVENUE

C-118 LIBBY AVENUE

C-119 LIBBY AVENUE TO 3RD DIVISION DRIVE

C-120

2ND DIVISION DRIVE TO 3RD DIVISION DRIVE

Revised 31 July 2018

C-501 CIVIL DETAILS

APX-101 N 16TH STREET TO 41ST DIVISION DRIVE

APX-102 41ST DIVISION DRIVE TO PIERCE AVE

APX-103 PIERCE AVE

APX-104 PIERCE AVE

APX-105 PIERCE AVE TO PENDLETON AVE

APX-106 PENDLETON AVE TO 2ND DIVISION DRIVE

APX-107 2ND DIVISION DRIVE

APX-108 2ND DIVISION DRIVE

APX-109 2ND DIVISION DRIVE

APX-110 2ND DIVISION DRIVE

APX-111 2ND DIVISION DRIVE AND MASTIN AVE

APX-112 2ND DIVISION DRIVE

APX-113 PENDLETON AVE TO 3RD DIVISION DRIVE

APX-114 BENNET AVE TO 3RD DIVISION DRIVE

APX-115 FAITH AVE

APX-116 HANDRICH AVE

APX-117 KYLE AVENUE

APX-118 LIBBY AVE

APX-119 LIBBY AVE TO 3RD DIVISION DRIVE

APX-120 2ND DIVISION DRIVE TO 3RD DIVISION DRIVE

3.2.2. Dimensions and utility locations are approximate and must be verified in the field.

3.3. Produced As-built drawings shall follow the CAD/GIS format identified in the current version (FY17) JBLM, DPW Geospatial Requirements

3.3.1. All exterior work under this project shall be geospatially referenced on as-built drawings or provided in GIS format

3.3.2. Each As-built drawing sheet shall be annotate with the following:

- Project Title

- Project IJO number(s)

- Project Package number(s)

- Contract number to include Task Order number

- Labeled As-built with As-built date

4. SPECIFICATIONS AND CODES

4.1. Codes

4.1.1. The Contractor shall comply with the most recent edition, at time of solicitation, of all pertinent Local, State, and Federal building and life/health/safety codes, to include the following:

a. Applicable Unified Facilities Criteria (UFC)

b. UFC 1-200-01: General Building Requirements

c. UFC 1-200-02: High Performance and Sustainable Building Requirements https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-02

d. ASA IE&E SDD policy www.asaie.army.mil/Public/ES/doc/SDD%20Policy.pdf

e. UFC 1-201-01 Non-Permanent DOD Facilities in Support of Military Operations

f. EM 385-1-1 (http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx)

g. National Electrical Code

h. National Fire Protection Association (NFPA) Codes

i. Telecommunication Industry Association/Electrical Industry Association Wiring Standards (Building Telecommunication Wiring Standards)

j. Army Installation Information Infrastructure Architecture Policy (I3A)

k. USACE Energy and Water Conservation Design Guide (http://www.wbdg.org/references/pa_dod_energy.php)

l. JBLM Design Standard specifications (http://www.lewis-mcchord.army.mil/designstandards/)

m. PWE-707, Standard Operating Procedure for Construction and Demolition (C&D) Waste Planning and Reporting (Available through government Project Manager)

4.2. Specifications

4.2.1. The contractor shall comply with all relevant specification sections as set forth in the base contract.

4.2.2. In addition to the UFGS Specification Sections provided as part of the base contract, the below list of Technical Specification Sections are pertinent to this project and shall be included in the specifications for construction. An omission from this list does not relieve the contractor from adhering to the specifications for that feature of work necessary to meet manufacturer's certification and all applicable building codes.

DIVISION 01 - GENERAL REQUIREMENTS

01 30 00 ADMINISTRATIVE REQUIREMENTS (MATOC - unedited) https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-02 http://www.asaie.army.mil/Public/ES/doc/SDD%20Policy.pdf http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx http://www.wbdg.org/references/pa_dod_energy.php http://www.lewis-mcchord.army.mil/designstandards/

01 32 01.00 10 PROJECT SCHEDULE (MATOC - unedited) 01 33 00 SUBMITTAL PROCEDURES (MATOC - unedited) 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS (MATOC - unedited)

01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES (MATOC – unedited) 01 45 00.00 10 QUALITY CONTROL (MATOC - unedited)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS (MATOC -

unedited) 01 57 20.00 10 ENVIRONMENTAL PROTECTION (MATOC - edited) 01 74 19 CONSTRUCTION & DEMO WASTE MANAGEMENT (MATOC - unedited) 01 78 00 CLOSEOUT SUBMITTALS (MATOC - unedited) 01 78 23 OPERATION AND MAINTENANCE DATA (MATOC - unedited)

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION (MATOC - edited) 02 82 13.00 10 ASBESTOS ABATEMENT (MATOC - unedited)

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE (MATOC - edited)

03 39 00.00 10 CONCRETE CURING(SUPPLEMENTAL)

03 40 00.00 10 PLANT PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION (MATOC - unedited)

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK (MATOC - edited) 31 23 00.00 20 EXCAVATION AND FILL (MATOC - edited)

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 11 16.16 BASE COURSE FOR RIGID AND SUBBASE COURSE FOR FLEXIBLE

PAVING (SUPPLEMENTAL)

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE

PAVEMENT (SUPPLEMENTAL)

32 12 16 HOT-MIX ASPHALT FOR ROADS (MATOC - edited)

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

(SUPPLEMENTAL)

32 92 19 SEEDING (MATOC - edited)

DIVISION 33 - UTILITIES

33 01 30.16 TV INSPECTION OF SEWER PIPELINES (SUPPLEMENTAL)

33 01 30.72 RELINING SEWERS (SUPPLEMENTAL)

33 30 00 SANITARY SEWERS (MATOC - edited)

5. SUBMITTALS

5.1. Project Submittal Requirements

5.1.1. All submittals shall be submitted in accordance with the specification section titled SUBMITTAL PROCEDURES. Required submittals are identified in their applicable specification sections.

5.1.2. In addition to the requirements as outlined in the specification section titled SUBMITTAL PROCEDURES, an electronic copy of each submittal shall be provided to the Government.

Delivery method shall be decided during the CQC coordination meeting.

5.1.3. Contractor will employ RMS 3.0 in the execution of the task order.

5.1.4. See attached form 4288 (Submittal register)

5.2. Close-out Submittal Requirements

5.2.1. The Contractor shall provide close-out submittals as required by the contract specifications.

5.2.1.1. The contractor shall provide project as-built drawings meeting the CAD/GIS requirements in the current version (FY17) of JBLM DPW Geospatial Requirements

5.2.1.2. The Contractor shall provide a Letter of non retention for all contract documents, plans, drawings, and specifications after the destruction of all copies that are not required by the contractor to meet legal requirements.

6. ENVIRONMENTAL AND CULTURAL RESOURCES

6.1. Asbestos Containing Material

6.1.1. Existing suspect materials involved with all disturbance work are assumed to be Asbestos- Containing Material (ACM). It is the contractor’s responsibility to either test for, or to assume the suspect material is ACM, and that it is abated /encapsulated in accordance with AHERA, Federal, and Local regulations. No Asbestos Hazard Emergency Response Act (AHERA) inspection is required when the suspect materials are assumed to be ACM. The government reserves the right to accept assumptions of ACM-positive, or to require such AHERA surveys to be performed.

6.1.2. Reserved

6.1.3. When performed, inspections shall be accomplished in accordance with the Asbestos Hazard Emergency Response Act (AHERA), Federal and Local regulations. A Certified AHERA Asbestos Building Inspector shall perform all inspections. The inspection documentation shall comply with AHERA, Federal and Local regulations and shall include assessment of each Asbestos-Containing Material (ACM), its location, quantity, type, friability and percentage of asbestos.

6.1.4. If the tested material is positive for asbestos, or assumed to be ACM and must be disturbed during project execution, contractor shall have a certified Asbestos Contractor perform all asbestos disturbance work necessary to complete the project in accordance with 29 CFR 1926.1101, WAC 296-62-077, 296-65, and PSCAA Regulation 3.4. A certified abatement plan and all other applicable requirements of ‘UFGS 02 82 13.00 10 Asbestos Abatement’ are also required to be submitted and accepted before work is started.

6.2. Lead-Containing Paint

6.2.1. Existing suspect painted surface materials involved in disturbance work will be considered to contain detectable lead paint. It is the contractor’s responsibility to either test for, or to assume the suspect material is either Lead Based Paint (LBP) or Lead Containing Paint (LCP), and that it is abated/encapsulated in accordance with OSHA, HUD, Federal and Local regulations. The government reserves the right to accept assumptions of LCP/LBP-positive, or to require such LCP/LBP surveys to be performed.

6.2.2. Reserved

6.2.3. When performed, testing shall be accomplished in accordance with OSHA and/or HUD guidelines.

A Certified Lead Paint Inspector shall perform lead paint inspections. The inspection documentation shall comply with Federal and Local regulations and shall include identification of all lead paint, its location, quantity, percentage by weight, and TCLP characteristics IAW ASTM E1908-16, “Standard Guide for Sample Selection of Debris Waste from a Building Renovation or Lead Abatement Project for Toxicity Characteristic Leaching Procedure (TCLP) Testing for Leachable Lead (Pb)”

6.2.4. If the suspect lead containing material is tested and proves positive for lead, or when assumed to be a lead containing painted surface, any disturbance work concerning the painted surfaces shall be in accordance with:

a. Federal level: 29 CFR 1926.62:

https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=STANDARDS&p_id=1

b. Washington WISHA-DOSH: WAC 296-62-07521 http://app.leg.wa.gov/WAC/default.aspx?cite=296-62-07521

A contractor work plan is required to be submitted and accepted before work is started, in accordance with applicable sections of ‘UFGS 02 83 13.00 20 Lead in Construction’.

6.3. Environmental Coordination

6.3.1. The Contractor shall comply with all Joint Base Lewis-McChord (JBLM) environmental requirements, including the most current installation regulation 200-1 (Environmental Protection and Enhancement) and Design Standards specification section 01 57 20.00 10 (Environmental Protection). This includes the submission of an Environmental Protection Plan prior to commencement, as detailed in section 01 57 20.00 10. The JBLM Environmental Division will review the Plan and provide any necessary corrections or additions to the Contracting Officer or their representative. Regulation 200-1 and specification section 01 57 20.00 10 are available at the JBLM Design Standards website (http://www.lewis-mcchord.army.mil/designstandards/).

6.4. In accordance with JBLM Reg. 200-3, no construction process or waste water shall be discharged to stormwater. In accordance with JBLM Reg. 200-2, any waste-water generated must be collected, processed, characterized, and disposed of into the JBLM sanitary sewer system or other authorized disposal method. JBLM sanitary sewer discharge requires a JBLM Sanitary Sewer Discharge Permit which is issued by DPW Waste Water Treatment Plan. Prior to discharge the waste water must be characterized. Results shall be submitted for review and approval by Public Works. Process water is not authorized to discharge to the ground or the JBLM storm sewer. The Environmental Protection Plan for the project should identify any potential wastewater generation and the process to which that water will be properly disposed.Sustainable Acquisition

6.4.1. In order to comply with federally mandated sustainable acquisition requirements and Department of Defense (DOD) and Department of the Army (DA) Green Procurement Program (GPP) policies, Joint Base Lewis-McChord (JBLM) requires the purchase, supply, and use of environmentally preferable products and services. Program elements include: recovered material products, energy and water efficient products, alternative fuels and fuel efficiency, bio-based products, non-ozone depleting substances, and environmentally preferable products. For a listing of designated items, associated requirements and managing program websites, see https://sftool.gov/greenprocurement.

https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=STANDARDS&p_id=10641%20 https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=STANDARDS&p_id=10641%20 http://app.leg.wa.gov/WAC/default.aspx?cite=296-62-07521 http://www.lewis-mcchord.army.mil/designstandards/ https://sftool.gov/

6.4.2. Additionally, the JBLM Guide to Sustainable Acquisition for Construction is available in the “Reference Manuals” section of the JBLM Design Standards webpage (http://www.lewis-mcchord.army.mil/designstandards/index1.htm).

6.4.3. The Contractor shall comply with all applicable Federal, DOD, Army, and JBLM sustainable acquisition laws and policies. If compliant products are unavailable or determined to be impracticable based on cost or performance, the Contractor shall contact the Contracting Officer or their representative for further guidance and exception requirements. Claims of exception must meet applicable legal criteria and be justified in writing through the submission of a completed HJB Form 225 (Sustainable Acquisition Exception). The form is available at http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf. Additional information is available from the JBLM Sustainable Acquisition Program at (253) 966-6466 or usarmy.jblm.imcom.list.dpw-green-procurement@mail.mil.

6.5. Environmental Management System

6.5.1. PW is responsible for day to day management of the Joint Base Lewis-McChord (JBLM) environmental program. The JBLM Environmental Management System (EMS) outlines procedures and provides guidance that addresses the operation, maintenance, support, and repair of facilities and infrastructure at JBLM. The JBLM EMS conforms to the criteria defined in the international standard, ISO 14001:2004 Environmental management systems – Requirements with guidance for use.

6.5.2. In accordance with EMS procedures, the Contractor shall be familiar with the JBLM environmental policy and shall ensure that this information is considered and incorporated into this project. The installation policy can be found at http://www.lewis-mcchord.army.mil/publicworks/sustainability/EMS/environ_policy.aspx (click on JBLM Policy).

Additional information regarding the JBLM EMS is available from the installation EMS Coordinator (253-966-6470).

6.5.3. An environmental awareness training resource is available to the Contractor at http://www.lewis-mcchord.army.mil/publicworks/sustainability/EMS/EnvTraining.aspx.

6.6. Hazardous Materials

6.6.1. For any hazardous materials, the Contractor shall submit an initial list of hazardous materials to be used (including unit of measure, product data sheets and Safety Data Sheet for each product). A copy of these documents must be submitted to the Joint Base Lewis-McChord (JBLM) Pollution Prevention Program (usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil) prior to commencement. These items must be reviewed by Pollution Prevention and authorized for use if they are not already on the JBLM installation Authorized Use List. The Contractor shall not use any hazardous materials not authorized by Pollution Prevention.

6.6.2. For any in-use hazardous materials, the Contractor shall submit a hazardous material inventory on HJB Form 953 noting the hazardous materials used, the units of measure, quantities used, storage locations, and other information indicated on the form. This inventory shall be submitted at the end of the project. [If the project goes into a new calendar year, the Contractor shall also submit a copy of this inventory (accounting for all hazardous materials) by 15 January.] For any hazardous materials stored on JBLM, this inventory shall be submitted by the 15th day following the calendar year quarter in which the hazardous materials were used or stored. All HJB 953 inventories shall be submitted electronically and addressed to the Contracting Officer or their representative with http://www.lewis-mcchord.army.mil/designstandards/index1.htm http://www.lewis-mcchord.army.mil/designstandards/index1.htm http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf mailto:usarmy.jblm.imcom.list.dpw-green-procurement@mail.mil mailto:usarmy.jblm.imcom.list.dpw-green-procurement@mail.mil http://www.lewis-mcchord.army.mil/publicworks/sustainability/EMS/environ_policy.aspx http://www.lewis-mcchord.army.mil/publicworks/sustainability/EMS/environ_policy.aspx http://www.lewis-mcchord.army.mil/publicworks/sustainability/EMS/EnvTraining.aspx http://www.lewis-mcchord.army.mil/publicworks/sustainability/EMS/EnvTraining.aspx mailto:usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil included in the carbon copy (“cc”) line of the email. Questions regarding the form may be directed to the JBLM Pollution Prevention Program (966-6469). The current HJB Form 953 and form instructions are available at Section 01 57 20.00 10 of the JBLM Design Standards.

6.7. Archaeological Requirements

6.7.1. Joint Base Lewis-McChord contains many unmarked archaeological sites that may be eligible for listing in the National Register of Historic Places.

6.7.2. In the event that human remains, artifacts, or features of archaeological interest are inadvertently discovered, the contractor will do the following:

6.7.2.1. Immediately cease activity in the vicinity of the discovery.

6.7.2.2. Stabilize and protect such discoveries from further disturbance or public disclosure.

6.7.2.3. Provide immediate notice (no longer than 24 hours following discovery) by telephone and email to the Installation Cultural Resource Manager and Contracting Officer's Representative.

6.7.2.4. Work may not proceed in the vicinity of the discovery until authorized to proceed by the Installation Cultural Resource Manager and the Contracting Officer's Representative.

6.8. JBLM Log Decking Requirements

6.8.1. If timber is to be harvested, coordination with DPW Forestry is necessary in advance of cutting.

6.8.2. As per AR-200-1, 4-3, “Assure that agricultural and forest products are not given away, abandoned, carelessly destroyed, used to offset contract costs or traded for services, supplies, or products or otherwise improperly removed”.

6.8.3. Salable Timber Requirements

6.8.3.1. Merchantable trees shall be piled in a neat, limb-free deck for subsequent disposal by the Government.

6.8.3.2. A merchantable tree is defined as a tree with a small end diameter of at least 4 inches and 16 feet in length. Shorter lengths are still salable as firewood and shall be decked accordingly.

6.8.3.3. Log decks shall be located AS DIRECTED by the Joint Base Lewis-McChord Public Works Forestry Branch. DECKING MAY REQUIRE LOG TRANSPORT OFF-SITE TO AN

APPROPRIATE LOCATION ON THE INSTALLATION.

6.8.3.4. Trees shall be cut from the stump and limbed (flush to the trunk) out to a 4 inch stem diameter.

6.8.3.5. Trees shall be topped at 4 inches diameter and from this point to the top of the tree shall be considered unmerchantable (slash).

6.8.3.6. Trees shall not be cut into log lengths; if trees are too large to be handled tree length, cut 41- foot logs from the butt end until the top log is less than 16 feet with a small end diameter of 4 inches.

6.8.3.7. Tree length logs shall be piled separately from all shorter material (cut and broken logs).

mailto:usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil

6.8.3.8. Logs shall not be cut in lengths shorter than 41 feet simply to facilitate haul by dump truck or flatbed unless authorized by government.

6.8.3.9. Log decks shall be located so as not to interfere with construction work and so they will be easily accessible for disposal action by government.

6.8.3.10. Log decks shall be stable and should not exceed 8 feet in height

6.8.3.11. Log decks should be separated by species to the greatest extent possible.

6.8.3.12. Black cottonwood is considered unmerchantable and shall NOT be placed in log decks. Treat as slash.

6.8.3.13. Logs with rot showing in both ends are considered unmerchantable and shall be disposed of as slash.

6.8.3.14. Unauthorized removal of logs from JBLM is considered timber theft and subject to prosecution.

6.8.4. Oregon White Oak replacement

6.8.5. Development, construction or timber harvest operations on Joint Base Lewis-McChord that results in the loss of Oregon white oak trees will be subject to Fish and Wildlife Program mitigation measures.

6.8.6. Oregon white oak mitigation will require the project proponent to replant six Oregon white oak seedlings to every one tree (> 4” diameter at breast height (dbh)) that is removed through the direction and coordination with Fish & Wildlife Program staff.

6.9. Construction and Demolition (C&D) Waste Planning and Reporting

6.9.1. The contract is required to achieve a minimum of 60% waste diversion, in accordance with the Engineering and Construction Bulletin 2015-19.

6.9.2. Complete C&D Diversion and Disposal Reporting Form quarterly or as required by CD Diversion and Disposal Reporting Form Instructions (projects of six months duration or less report at completion). Landfill or incinerated tons shall also be reported.

6.9.2.1. Link to HJB Form 229 http://www.lewis-

mcchord.army.mil/designstandards/pdf/0229_Construction_And_Demolition_Disposal_Transacti on.pdf

6.9.2.2. Link to HJB Form 229 Instructions.http://www.lewis-

mcchord.army.mil/designstandards/pdf/hjb%20229_instructions.pdf.

6.10. Excess soils and clearing and grubbing debris

6.10.1. JBLM may accept excess or unsuitable soil from JBLM construction and demolition projects for placement in designated former borrow source areas on JBLM. No land clearing debris or sod is accepted. Soil must not be chemically contaminated. Soil will be tested before requesting deposit into a borrow source area. A Borrow Source Area Use Authorization Form (HJB 224) must be completed and approved by DPW/ED staff prior to delivery of soil to the borrow source area. Project contractors will be required to place soil http://www.lewis-mcchord.army.mil/designstandards/pdf/0229_Construction_And_Demolition_Disposal_Transaction.pdf http://www.lewis-mcchord.army.mil/designstandards/pdf/0229_Construction_And_Demolition_Disposal_Transaction.pdf http://www.lewis-mcchord.army.mil/designstandards/pdf/0229_Construction_And_Demolition_Disposal_Transaction.pdf http://www.lewis-mcchord.army.mil/designstandards/pdf/hjb%20229_instructions.pdf http://www.lewis-mcchord.army.mil/designstandards/pdf/hjb%20229_instructions.pdf in the borrow source areas in an organized and planned manner. Authorization requests and questions should be directed to DPW/ED staff, call (253) 966-2814 or 6452. The Borrow Source Area Use Authorization Form can be found here: http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB_224.pdf.

6.10.2. Clearing and grubbing debris (e.g., logs, stumps, roots, brush, limbs and other land clearing debris, except for salable timber), shall be diverted from landfill disposal whenever possible. Landfill disposal shall be the last option. Diversion and disposal shall be at the contractor's expense. On a case by case, pre-coordinated basis; where clearing and grubbing debris is chipped onsite, the clean wood chips may be accepted at JBLM Composting Facility (Eco Park/Earthworks). Requests/questions should be directed to DPW/ED staff at (253) 967-3803, (253) 966-6452, or usarmy.jblm.imcom.list.dpw-jblm-recycles@mail.mil.

6.11. Reserved

7. SPECIAL ACCESS REQUIREMENTS

7.1. Reserved.

8. OTHER CONDITIONS AFFECTING WORK

8.1. Work Coordination

8.1.1. Interfacing With Others

8.1.1.1. The Contractor shall plan his work activities in a manner such that there will be minimal interference and inconvenience to ongoing traffic and daily operations in the facility and local areas.

8.1.1.2. All work will be scheduled and coordinated with the Government Project Management Team or their designee at all times.

8.1.1.3. The Contractor may not block traffic, roads, access routes, or exits without prior coordination with the Project Manager or other authorized Government representative.

8.1.2. Reserved

8.1.3. Pre-Construction Conference

8.1.3.1. The Contractor shall attend a pre-work meeting presided over by the Project Manager prior to commencing construction activities. The Contractor shall contact the Project Manager within ten

(10) business days of issuance of the Task Order NTP to establish a date and time for the preconstruction meeting. The Contractor shall submit a site-specific construction schedule and a site specific Work Plan at that meeting for government approval unless these items have been previously approved by the government. The schedule shall be in sufficient detail to identify all aspects of the work including all significant project tasks with durations and start and finish times.

8.1.4. Pre-Construction CQC Coordination Meeting

http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB_224.pdf http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB_224.pdf mailto:usarmy.jblm.imcom.list.dpw-jblm-recycles@mail.mil mailto:usarmy.jblm.imcom.list.dpw-jblm-recycles@mail.mil

8.1.4.1. The Contractor shall attend a CQC Coordination meeting held in accordance with specification section titled QUALITY CONTROL.

8.2. Reserved

8.3. Contractor Personnel and Sub-Contractor Qualifications

8.3.1. Contractor personnel shall meet the qualification requirements as outlined in the Base Contract.

8.4. Site Safety and Health Officer

8.4.1. The Contractor shall provide a Site Safety and Health Officer (SSHO) as required in the specification section titled GOVERNMENTAL SAFETY REQUIREMENTS.

8.5. Construction Quality Control System Manager

8.5.1. The Contractor shall provide a Construction Quality Control (CQC) System Manager as required in the specification section titled QUALITY CONTROL.

8.6. Compliance with Rules, Regulations, and Statutes

8.6.1. All contractor employees shall observe and comply with all applicable local, State, and Federal rules, regulations, and statutes including those concerning fire, safety, sanitation, security, vehicle safety, environmental and hazardous material handling while performing this Task Order. All work shall meet or exceed all applicable industry standards.

8.7. Firearms

8.7.1. Contractor personnel shall carry no firearms while performing work under this Contract.

8.8. Work Hours

8.8.1. The construction activity period shall be restricted to 7:30 a.m. to 4:30 p.m. daily, Monday through Friday, excluding Federal holidays. Work hours other than as specified above shall be coordinated with and approved by the Contracting Officer's Representative.

8.9. Site Utilities

8.9.1. Outages

8.9.1.1. Any utility outages, including but not limited to, electrical, mechanical, fire protection and plumbing systems, shall be coordinated at least fifteen (15) working days prior to proposed outages. Coordination will be documented on the appropriate outage request form (separate document for utilities and fire protection systems). Outages shall be scheduled to minimize interruptions to normal using agency operations.

8.9.2. Potable Water

8.9.2.1. The Government shall make available to the Contractor, from existing outlets and supplies, reasonable amounts of potable water without charge. The Contractor shall conserve potable water furnished. The Contractor at their own expense shall install and maintain necessary temporary connections and distribution lines and shall remove the connections and lines prior to final acceptance of construction. All connections must be coordinated through the Directorate of Public Works.

8.9.3. Electricity

8.9.3.1. Subject to available supply, the Government, without charge, shall make reasonable amounts of electric current available to the Contractor for performing work at the work area. The Contractor shall conserve electric current furnished. The Contractor at their own expense shall install and maintain necessary temporary connections and distribution lines and shall remove the connections and lines prior to final acceptance of construction.

8.9.4. Reserved

8.10. Permits

8.10.1. The Contractor shall obtain and submit copies of ALL permits, unless otherwise specified. Each permit shall be obtained before starting the respective items of work. This includes, but is not limited to, permits necessary for decontaminating water and sewer systems, and digging permits.

8.10.2. Contractors must obtain a "Dig Permit" from Public Works prior to any ground disturbing activities.

8.10.3. Once utilities have been marked as part of the dig permit process, the contractor shall document (photographs and plan drawings) and maintain the markings for the duration of the project.

8.11. Safety

8.11.1. USACE Safety and Health Requirements Manual (EM 385-1-1), available online at http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx, shall be considered to be a part of this Task Order and will be enforced as such. The Contractor shall prepare an accident prevention plan in accordance with the most current version of EM 385-1-1.

8.11.2. The Traffic Control Plan, as required in section 08 of the EM 385-1-1, shall be prepared in…