SOW Attachments Bass Ponds HREP Rock Supply Contract (Redacted).pdf

SCOPE OF WORK

FOR

Bass Ponds HREP Rock Supply Contract Scott County, MN

October 2023

SOLICITATION NO. W912ES24Q0026

US Army Corps of Engineers St. Paul District

Bass Ponds HREP Rock Supply Contract Scott County, MN

W912ES24Q0026

10/11/23

3.1 ATTACHMENTS

a. Vicinity, Site, and Aerial Maps

b. Submittal Transmittal Form (ENG Form 4025)

c. Sample Submittal Register

d. Blank Submittal Register (ENG Form 4288-R)

e. Approved Material Sources

f. Riprap Gradation Analysis Worksheet, Method A

g. Riprap Gradation Analysis Worksheet, Method B

h. USGS Bloomington MN 7.5 Minute Quadrangle

-- End of Section --

SECTION 01 11 19 Page 11

Attachment a. – Vicinity, Site, and Aerial Maps

Scott County Savage, MN Vernon Ave

Friday, July 21, 2023 12:15:15 PM - 5. 90%_plan_set_2May2019 (1).pdf - Adobe Acrobat Pro (32-bit)

River Access Loading/

Attachment b. – Submittal Transmittal Form (ENG Form 4025)

U.S. Army Corps of Engineers (USACE)

TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR

MANUFACTURER'S CERTIFICATES OF COMPLIANCE

For use of this form, see ER 415-1-10; the proponent agency is CECW-CE.

DATE TRANSMITTAL NO.

SECTION I - REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS (This section will be initiated by the contractor)

TO: FROM: CONTRACT NO. CHECK ONE:

THIS IS A NEW TRANSMITTAL

THIS IS A RESUBMITTAL OF

TRANSMITTAL

SPECIFICATION SEC. NO. (Cover only one section with each transmittal) PROJECT TITLE AND LOCATION THIS TRANSMITTAL IS FOR: (Check one)

FIO GA DA CR DA/CR DA/GA

ITEM

NO.

(See

Note 3) a.

DESCRIPTION OF SUBMITTAL ITEM

(Type size, model number/etc.)

b.

SUBMITTAL

TYPE CODE

(See Note 8) c.

OF

COPIES

d.

CONTRACT DOCUMENT

REFERENCE

CONTRACTOR

REVIEW

CODE

g.

VARIATION

Enter "Y" if requesting a variation

(See Note 6) h.

USACE

ACTION

CODE

(Note 9) i.

SPEC.

PARA. NO.

e.

DRAWING

SHEET NO.

f.

REMARKS I certify that the above submitted items had been reviewed in detail and are correct and in strict conformance with the contract drawings and specifications except as otherwise stated.

NAME OF CONTRACTOR

SIGNATURE OF CONTRACTOR

SECTION II - APPROVAL ACTION

ENCLOSURES RETURNED (List by item No.) NAME AND TITLE OF APPROVING AUTHORITY SIGNATURE OF APPROVING AUTHORITY DATE

ENG FORM 4025, MAY 2017 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 2

INSTRUCTIONS

1. Section I will be initiated by the Contractor in the required number of copies.

2. Each Transmittal shall be numbered consecutively. The Transmittal Number typically includes two parts separated by a dash (-). The first part is the specification section number. The second part is a sequential number for the submittals under that spec section. If the Transmittal is a resubmittal, then add a decimal point to the end of the original Transmittal Number and begin numbering the resubmittal packages sequentially after the decimal.

3. The "Item No." for each entry on this form will be the same "Item No." as indicated on ENG FORM 4288-R.

4. Submittals requiring expeditious handling will be submitted on a separate ENG Form 4025-R.

5. Items transmitted on each transmittal form will be from the same specification section. Do not combine submittal information from different specification sections in a single transmittal.

6. If the data submitted are intentionally in variance with the contract requirements, indicate a variation in column h, and enter a statement in the Remarks block describing he detailed reason for the variation.

7. ENG Form 4025-R is self-transmitting - a letter of transmittal is not required.

8. When submittal items are transmitted, indicate the "Submittal Type" (SD-01 through SD-11) in column c of Section I.

Submittal types are the following:

SD-01 - Preconstruction SD-02 - Shop Drawings SD-03 - Product Data SD-04 - Samples SD-05 - Design Data SD-06 - Test Reports SD-07 - Certificates SD-08 - Manufacturer's Instructions SD-09 - Manufacturer's Field Reports SD-10 - O&M Data SD-11 - Closeout

9. For each submittal item, the Contractor will assign Submittal Action Codes in column g of Section I. The U.S. Army Corps of Engineers approving authority will assign Submittal

Action Codes in column i of Section I. The Submittal Action Codes are:

A -- Approved as submitted.

B -- Approved, except as noted on drawings. Resubmission not required.

C -- Approved, except as noted on drawings. Refer to attached comments.

Resubmission required.

D -- Will be returned by separate correspondence.

E -- Disapproved. Refer to attached comments.

F -- Receipt acknowledged.

X -- Receipt acknowledged, does not comply with contract requirements, as noted.

G -- Other action required (Specify) K -- Government concurs with intermediate design. (For D-B contracts) R -- Design submittal is acceptable for release for construction. (For D-B contracts)

10. Approval of items does not relieve the contractor from complying with all the requirements of the contract.

ENG FORM 4025, MAY 2017 Page 2 of 2

Attachment c. – Sample Submittal Register

SUBMITTAL REGISTER

CONTRACT NO.

W912ES24Q0026

TITLE AND LOCATION

Bass Ponds HREP Rock Supply Contract

CONTRACTOR

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G # R A P H

G O V

C T L A O S R S I A F / I E C A R T E I V O W N R

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

01 11 19 SD-01 Preconstruction Submittals Submittal Control Document 1.5.2 G (ENG Form 4288-R)

Method Of Processing Riprap 2.1.5 G Material Sources 2.2.1.1 G Pre-Delivery Site Survey 3.6 G Weighing Plan 1.2.1.1.1 G Tests For Acceptability Of 2.3 G Alternative Source Material

SD-04 Samples Samples Of Materials 2.3.2 G Riprap Sample 2.4.4

SD-06 Test Reports Daily Report 1.2.1.1 Gradation Testing Results 2.4.1 G

SD-07 Certificates Certification Document 1.2.1 G

SD-11 Closeout Submittals Records Of The Quality Control 3.4

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 1 PAGES

Attachment d. – Blank Submittal Register

SUBMITTAL REGISTER

(ER 415 1-10)

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR SPECIFICATION SECTION

TYPE OF SUBMITTAL CLASSI-

FICATION

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

A C T I V I T Y

N O

TRANS-

MITTAL

I

E M

SPECIFICATION

PARAGRAPH

NUMBER

DESCRIPTION OF

ITEM SUBMITTED

D

R A W I N G S

S T R U C T I O

H E D U L

A T E M E N

P O R

R T I F I C A T

M P L

C O R

N U A L

F O R M A T O I N O L N Y

G

V A E P R P N R M O E V N E T D

V I E W

SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

DATE

SUBMIT

TO

GOVERN

MENT

DATE

REMARKS

a. b. c. d. e. f. g. h. i. j. k. l. m. n. o. p. q. r. s. t. u. v. w. x. y. z. aa.

ENG FORM 4288-R, JAN 97 EDITION OF MAR 95 IS OBSOLETE. PAGE O PAGES (Proponent:

Attachment f. – Approved Material Sources

BASS PONDS HREP ROCK SUPPLY CONTRACT APPROVED MATERIAL SOURCES FOR RIPRAP

QUARRY NAME AND OPERATOR QUARRY LOCAITON NOTES

Larson Plant Aggregate Industries Inc 2815 Dodd Road, Suite 101 Eagan, MN 55121

(651) 683-0600

Ninninger Quarry Solberg Aggregate Products Hastings, MN

(651) 437-6672

T 27 N, R 22 W NE ¼, Section 26 Washington County, MN

T115N, R17W NW ¼, SE ¼ Section 31 Dakota County, MN

1, 2

1, 2

NOTES:

1. Systematic blasting shall be performed in order to minimize deleterious cracks in the final product.

2. Processing riprap with a vibrating grizzly is a minimum requirement.

Attachment g. – Riprap Gradation Analysis Worksheet, Method A

WORK SHEET FOR GRADATION ANALYSIS OF RIPRAP

METHOD A

Project Name: Date:

Riprap Type: Test No.

Source, Quarry, or Pit:

Sample Location: Test Made By:

Part 1. Weigh all stones larger than 5 pounds and record.

(1) PASSING WT. 5 lbs.

(2) RETAINED WT. 5 lbs. PAN

(3) ------- -------

(4) TOTALS

Rows (1) & (2) Enter 5 to 7 weight classes to yield approx. 75%, 50%, 30%, and 15% finer points.

Row (3) List weight of each stone. Attach additional sheets if necessary.

Row (4) Add all individual stone weights listed in each column.

Part 2. Summary Table.

(5) WEIGHT CLASSES (6)

TOTAL WEIGHT

EACH CLASS

(lbs.)

(7)

CUMMULATIVE

WEIGHT PASSING

(lbs.)

(8)

TOTAL PERCENT

PASSING

PASSING

(stone wt.

in lbs.)

RETAINED

(stone wt.

in lbs.)

5 lbs.

5 lbs. PAN

SAMPLE TOTAL -------- --------

Column (5) Enter same weight classes used in Rows (1) and (2).

Column (6) Enter weights of material from Row (4) Column (7) Add column (6) from bottom up to get cumulative weight passing.

Column (8) Divide column (7) by sample total to get total percent passing.

Attachment h. – Riprap Gradation Analysis Worksheet, Method B

WORK SHEET FOR GRADATION ANALYSIS OF RIPRAP

METHOD B

Project Name: Date:

Riprap Type: Test No.

Source, Quarry, or Pit:

Sample Location: Test Made By:

Part 1. Separate rock into 5 to 7 piles, ordered by size. The largest pile should contain 2 to 5 stones. Intermediate piles between the largest stones and those smaller than 5 pounds should be approximately equal in total weight. Separate all stones before weighing.

Part 2. Summary Table.

(1) WEIGHT CLASSES (2)

TOTAL WEIGHT

EACH CLASS

(lbs.)

(3)

CUMMULATIVE

WEIGHT PASSING

(lbs.)

(4)

TOTAL PERCENT

PASSING

PASSING

(stone wt.

in lbs.)

RETAINED

(stone wt.

in lbs.)

5 lbs.

5 lbs. PAN

SAMPLE TOTAL -------- --------

Column (1) Weight the smallest and largest stone in each pile. If weight classes overlap, adjust stones as necessary and repeat.

Column (2) Weigh the total amount of rock in each pile and record.

Column (3) Add column (2) from bottom up to get cumulative weight passing.

Column (4) Divide column (3) by sample total to get total percent passing.

Attachment i. – USGS Bloomington MN 7.5 Minute Quadrangle

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U.S. DEPARTMENT OF THE INTERIOR

U.S. GEOLOGICAL SURVEY

BLOOMINGTON QUADRANGLE

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