12SPEC18B0011_Amendment_0001.pdf

(x)

12SPEC18B0011

x x

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 ACKNOWLEDGEMENT 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.

x

NRCS-OK-127335

STILLWATER OK 74074-2655

100 USDA, SUITE 206

USDA-NRCS-OKLAHOMA STATE OFFICE

WASHINGTON DC 20250

NRCS-HQ-12SPEC

ROOM 6801-S

1400 INDEPENDENCE AVENUE, SW

USDA-NRCS SPECIALIZED CONTRACTING T

NRCS-HQ-12SPEC

05/21/20180001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers 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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

05/03/2018

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

Watershed Rehabilitation Program Project of Mary's Creek Dam #9, Floodwater Retarding

Structure (FWRS) located in Shelby County, Tennessee.

The purpose of this amendment is to incorporate the following documents into the solicitation:

1) Incorporate Attachment 4 - Storm Water Pollution Prevention Plan (SWPPP) into the solicitation.

2) Incorporate Attachment 5 - Spoil Area Map into the solicitation.

3) Incorporate Site Showing Sign In Sheet into the solicitation.

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

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

SHARLA K. GOFORTH

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

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

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 34

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

12SPEC18B0011/0001

4) In the solicitation packet remove the Standard

Form 1442 (SF1442) and replace with Revised

Standard Form 1442 (SF1442) attached to this amendment.

5) In the solicitation packet remove Section B -

Supplies or Services and Prices from the solicitation and replace with Revised Section B -

Supplies or Services and Prices attached to this amendment.

6) In the solicitation packet remove Section J -

List of Attachments from the solicitation and replace with Revised Section J - List of

Attachments attached to this amendment.

7) In Attachment 1 - Specifications remove the

Subsidiary Items List from attachment 1 and replace it with the Revised Subsidiary Items List attached to this amendment.

8) In Attachment 1 - Specifications remove

Construction Specification 41 from attachment 1 and replace with the Revised Construction

Specification 41 attached to this amendment.

9) In Attachment 1 - Specifications remove

Construction Specification 95 from attachment 1 and replaced with the Revised Construction

Specification 95 attached to this amendment.

All other terms and conditions remain the same.

Delivery: 139 Days After Notice to Proceed

Delivery Location Code: NRCS-TN-124741

USDA-NRCS-TENNESSEE STATE OFFICE

675 USCH

801 BROADWAY

NASHVILLE TN 37203 US

FOB: Destination

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

12SPEC18B0011 Attachment 4 - SWPPP

12SPEC18B0011 Attachment 5 - Spoil Area Map

12SPEC18B0011 Attachment 5 - Spoil Area Map

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE

SOLICITATION

(Construction, Alteration, or Repair)

3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

907419

NRCS-HQ-12SPEC

NRCS-HQ-12SPEC

USDA-NRCS SPECIALIZED CONTRACTING TEAM

1400 INDEPENDENCE AVENUE, SW

ROOM 6801-S

WASHINGTON DC 20250

8. ADDRESS OFFER TO

USDA-NRCS

Attn: Sharla K. Goforth 100 USDA, Suite 206 Stillwater, OK 74074-2655

SHARLA GOFORTH 405-742-1231

x

05/03/2018

1. SOLICITATION NO.

12SPEC18B0011

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

This solicitation is for Watershed Rehabilitation Construction Project on Mary's

Creek Dam #9 (FWRS)

The contractor shall furnish all labor, materials, equipment, and supervision required to complete the Watershed Rehabilitation of Mary's Creek Dam #9 (FWRS) located in Shelby County, Tennessee in accordance with the attached plans and specifications.

In accordance with FR 36.204, the estimated magnitude of construction for this project is between $500,000 and $1,000,000.

The NAICS code for this solicitation is 237990, Other Heavy and Civil Engineering

Construction. The Small Business Size Standard for this NAICS code is $36.5M

This solicitation is a Total Small Business Set-Aside.

This is an Invitation for Bid (IFB) solicited using the Sealed Bid Procedures of FAR

Part 14. Bid shall be submitted by the carrier of your choice to the following address:

Continued ...

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

3 139 calendar days and complete it within ________________ ________________ calendar days after receiving

FAR 52.211-10

06/04/2018

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ __________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item 14.)

CODE FACILITY CODE

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

USDA-NRCS-OKLAHOMA STATE OFFICE

100 USDA, SUITE 206

STILLWATER OK 74074-2655

NRCS-OK-127335

SHARLA K. GOFORTH

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

STANDARD FORM 1442 (REV. 4-85) BACK

Continued...

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 46

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

12SPEC18B0011

001 3.6 AC

USDA-NRCS

Attn: Sharla K. Goforth

100 USDA, Suite 206

Stillwater, OK 74074-2655

The envelope shall be marked with the solicitation number on the outside envelope for identification purposes.

A site showing has been scheduled for May 15, 2018. Information on the location and time of the site showing can be found in Section L of this solicitation.

Watershed Rehabilitation Program Project of

Mary's Creek Dam #9, Floodwater Retarding

Structure (FWRS) located in Shelby County, Tennessee.

FOB: Destination

Clearing and Grubbing

Structure Removal - Existing Slide Gate Assembly

& Concrete - BY OTHERS

003 1 JB

004 2000 LF

005 150 TN

Work designated as "BY OTHERS" shall be accomplished as in-kind by the Sponsor.

Structure Removal - Existing Dock

Pollution Control - Silt Fence

Pollution Control - Erosion Control Rock

Continued ...

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

XXXXXX XXXXXX

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

4 46

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

12SPEC18B0011

006 Temporary Seeding 3.5 AC

007 Mulching 15.2 AC

008 Permanent Seeding 10.4 AC

009 Sodding 15645 SY

010 Construction Surveys 1 JB

011 Mobilization & Demobilization 1 JB

012 Water for Construction

013 Removal of Water 1 JB

014 Excavation, Common 7452 CY

015 Excavation, Common, All Drains 5895 CY

Continued ...

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

TH

GL

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

5 46

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

12SPEC18B0011

016 Excavation, Common, Riser Base and Impact Basin 790 CY

017 Earthfill, Class A, Embankment Spillway, and 9829 CY

Impact Basin

018 Drainfill, Coarse 477 CY

019 Drainfill, Fine 4322 CY

020 Salvaging and Spreading Topsoil 51343 SY

021 Concrete, Class 4000 Riser Base & Pipe Bedding 13.2 CY

022 Concrete, Class 4000 Impact Basin 35.7 CY

023 Steel Reinforcement Riser Base 2473 LB

024 Steel Reinforcement Impact Basin 4713 LB

Continued ...

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

6 46

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

12SPEC18B0011

025 Concrete Pressure Pipe 25 LF

026 Tile Drains, Perforated Pipe 200 LF

027 Tile Drains, Non-perforated Pipe 259 LF

028 Corrugated Aluminum Pipe Drop 1 JB

029 210 TN

032 1 JB

Rock Riprap, Impact Basin

Rock Riprap, Wave Protection - BY OTHERS

Work designated as "BY OTHERS" shall be accomplished as in-kind by the Sponsor.

Slide Gate Assembly - BY OTHERS

Work designated as "BY OTHERS" shall be accomplished as in-kind by the Sponsor.

Metalwork - Riser Inlets

Continued ...

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

7 46

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

12SPEC18B0011

033 Metalwork - Impact Basin Cover 1 JB

034 Chain Link Fence 34.4 LF

035 Quality Control 1 JB

036 Mineral Aggregate Fill, Riser Base (#57) Stone 10 TN

037 Construction Access Roads 1 JB

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Solicitation No. 12SPEC18B0010

Updated thru FAC 2005-97 eff 1/24/2018

PART I – THE SCHEDULE

WATERSHED REHABILITATION PROGRAM

MARY’S CREEK DAM #9, SHELBY COUNTY, TENNESSEE

B - SUPPLIES OR SERVICES AND PRICES

This solicitation requires bidding on all line items, failure to do so will disqualify the bid.

Item No.

Supplies/Services Spec.

No.

Quantity Unit Unit Price

Amount

1 Clearing and Grubbing 2 3.6* AC $ $

Structure Removal – Existing Slide Gate Assembly & Concrete – By Others

3 XXXX XX XXXXX

X

XXXXXX

3 Structure Removal – Existing Dock

3 1 JB XXXXX

X

4 Pollution Control – Silt Fence 5 2,000* LF $ $ 5 Pollution Control – Erosion

Control Rock

5 150* TN $ $

6 Temporary Seeding 6 3.5* AC $ $ 7 Mulching 6 15.2* AC $ $ 8 Permanent Seeding 6 10.4* AC $ $ 9 Sodding 6 15,645* SY $ $

10 Construction Surveys 7 1 JB $ $ 11 Mobilization & Demobilization 8 1 JB $ $ 12 Water for Construction 10 1,000* TH/

GL

13 Removal of Water 11 1 JB $ $ 14 Excavation, Common 21 7,452* CY $ $ 15 Excavation, Common, All

Drains

21 5,895* CY $ $

16 Excavation, Common, Riser Base and Impact Basin

21 790* CY $ $

17 Earthfill, Class A, Embankment, Spillway, and Impact Basin

23 9,829* CY $ $

18 Drainfill, Coarse 24 477* CY $ $ 19 Drainfill, Fine 24 4,322* CY $ $ 20 Salvaging and Spreading

Topsoil

26 51,343* SY $ $

21 Concrete, Class 4000 Riser Base & Pipe Bedding

31 13.2* CY $ $

22 Concrete, Class 4000 Impact Basin

31 35.7* CY $ $

23 Steel Reinforcement Riser Base

34 2,473* LB $ $

Amendment 0001 Revised Section B - Supplies or Services and Prices

24 Steel Reinforcement Impact Basin

34 4,713* LB $ $

25 Concrete Pressure Pipe 41 25* LF $ $ 26 Tile Drains, Perforated Pipe 45 200* LF $ $ 27 Tile Drains, Non-perforated

Pipe

45 259* LF $ $

28 Corrugated Aluminum Pipe Drop

51 1 JB $ $

29 Rock Riprap, Impact Basin 61 210* TN $ $ 30 Rock Riprap, Wave Protection

– By Others

61 XXX XX XXXXX

X

XXXXXX

31 Slide Gate Assembly – By Others

71 XXX XX XXXXX

X

XXXXXX

32 Metalwork – Riser Inlets 81 1 JB $ $ 33 Metalwork – Impact Basin

Cover

81 1 JB $ $

34 Chain Link Fence 91 34.4* LF $ $ 35 Quality Control 94 1 JB $ $ 36 Mineral Aggregate Fill, Riser

Base (#57 Stone)

425 10* TN $ $

37 Construction Access Roads 435 1 JB $ $

TOTAL BID: $

SUBMITTED

BY:________________________________________DUNS#____________________

52.211-18 Variation in Estimated Quantity. (Apr 1984) If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract. Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgement of the Contracting Officer, is justified.

(End of clause)

Quantities marked with an * above are estimated quantities and the clause FAR 52.211-18, 52.211-18 Variation in Estimated Quantity, applies.

ONE AWARD FOR THE AGGREGATE OF ALL ITEMS WILL BE MADE AS A RESULT OF

THIS SOLICITATION

Amendment 0001 Revised Section B - Supplies or Services and Prices

PART III—LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

J - LIST OF ATTACHMENTS

ATTACHMENT TITLE NUMBER

OF PAGES

Attachment 1 Construction Specifications Index 4 Subsidiary Work Items Required 2

Spec No. 2 Clearing and Grubbing 8 Spec No. 3 Structrure Removal 6 Spec No. 5 Pollution Control 10

Spec No. 6 Seeding, Sprigging, and Mulching 12 Spec No. 7 Construction Surveys 6 Spec No. 8 Mobilization and Demobilization 2 Spec No. 9 Traffic Control 4 Spec No. 10 Water for Construction 4 Spec No. 11 Removal of Water 6 Spec No. 21 Excavation 12 Spec No. 23 Earthfill 14 Spec No. 24 Drainfill 10 Spec No. 26 Topsoiling 4 Spec No. 31 Concrete for Major Structures 30 Spec No. 34 Steel Reinforcement 8 Spec No. 41 Reinforced Concrete Pressure Pipe Conduites 6 Spec No. 45 Plastic Pipe 10 Spec No. 51 Corrugated Metal Pipe 6 Spec No. 61 Rock Riprap 8 Spec No. 71 Water Control Gates 6 Spec No. 81 Metal Fabrication and Installation 6 Spec No. 83 Timber Fabrication and Installation 4 Spec No. 91 Chain Link Fence 4 Spec No. 94 Contractor Quality Control 6 Spec No. 95 Geotextile 4 Spec No. 425 Mineral Aggregate Fill 4 Spec No. 435 Construction Access Roads 6

Material Specifications Spec No. 521 Aggregates for Drainfill and Filters 2 Spec No. 522 Aggregates for Portland Cement Concrete 1 Spec No. 523 Rock for Riprap 4 Spec No. 531 Portland Cement 1 Spec No. 532 Supplementary Cementitious Materials 2 Spec No. 533 Chemical Admixtures for Concrete 2 Spec No. 534 Concrete Curing Compound 2 Spec No. 535 Preformed Expansion Joint Filler 1 Spec No. 536 Sealing Compound for Joints for Concrete and

Concrete Pipe

Amendment 0001 Revised Section J - List of Attachments

Spec No. 539 Steel Reinforcement (for concrete) 1 Spec No. 541 Reinforced Concrete Pressure Pipe 2 Spec No. 547 Plastic Pipe 4 Spec No. 552 Aluminum Corrugated Pipe 1 Spec No. 571 Slide Gates 4 Spec No. 581 Metal 1 Spec No. 582 Galvanizing 1 Spec No. 584 Structural Timber and Lumber 1 Spec No. 585 Wood Preservatives and Treatment 1 Spec No. 592 Geotextile 3

Attachment 2 Drawings 35

1 Cover Sheet 2 Existing Site Plan 3 Proposed Site Plan 4 Plan – Auxiliary Spillway & Impact Basin 5 Typical Sections 6 Centerline Profile – Auxiliary Spillway 7 Sections – Auxiliary Spillway – 0+50 – 2+00 8 Sections – Auxiliary Spillway – 2+50 – 3+50 9 Plan & Profile – Inclined Sand Drain

10 Sections – Dam – 0+50 – 2+00 11 Sections – Dam – 2+50 – 3+50 12 Sections – Dam – 3+60 – 4+50 13 Sections – Dam – 5+00 – 6+50 14 Drain - Details 15 Profiles & Sections – Riser & impact Basin 16 Riser – Footing Extension 17 Riser – Sluice Gate Assembly 18 Riser – Trash Racks 19 Pipe Details

20-26 Impact Basin Details 27 Profiles & Sections – Pipe Drop 28 Details – Pipe Drop 29 Plan – Geology 30 Geology – Bore Hole – A-A 31 Geology – Bore Hole – B-B 32 Geology – Bore Hole – C-C 33 Geology – Bore Hole – D-D 34 Geology – Test Pit – E-E 35 Geology – Test Pit – F-F

Attachment 3 Construction Wage Determination TN180135 dated

1/5/2018

Attachment 4 Storm Water Pollution Prevention Plan (SWPPP) 5

Attachment 5 Spoil Area Map 2

Amendment 0001 Revised Section J - List of Attachments

Sub-Items_List_Marys9_Rehab_05162018_InclsByOthers_Addendum1 Page 1 of 2

MARYS CREEK DAM NO. 9 REHABILITATION

SHELBY COUNTY, TENNESSEE

May 16, 2018 - Addendum No. 1

The items listed covers the subsidiary work required for the PL-566 Watershed Rehabilitation project located at Marys Creek Dam No. 9 in Shelby County, Tennessee.

The Contractor is responsible for all work specified except for Items of Work designated as “By Others.” Work designated as “By Others” shall be accomplished as in-kind by the Sponsor.

Subsidiary Items in Specifications Bid Item Subsidiary To & Spec.

Excavation, Common, Poll. Control-Silt Fence

Earthfill, Class C, Pollution Control - Silt Fence

Bid Item 4 – Const. Spec. 5

Bid Item 4 – Const. Spec. 5

Excavation, Common, Poll. Ctrl - Erosion Cont. Rock

Geotextile, Non-woven

Bid Item 5 – Const. Spec 5

Bid Item 5 – Const. Spec 5

Earth Backfill, Class C, Riser Base Installation Bid Item 16 – Const. Spec. 21

Geotextile, Non-Woven Bid Item 25 – Const. Spec. 41

Geotextile, Non-Woven Bid Item 26 – Const. Spec. 45

Animal Guards Bid Item 27 – Const. Spec. 45

Excavation, Common, Corrugated Aluminum Pipe Drop Bid Item 28 – Const. Spec. 51

Earthfill, Class C, Corrugated Aluminum Pipe Drop Bid Item 28 – Const. Spec. 51

Drainfill, Fine, Corrugated Aluminum Pipe Drop Bid Item 28 – Const. Spec. 51

Concrete, Corrugated Aluminum Pipe Drop Bid Item 28 – Const. Spec. 51

Steel Reinforcement, Corrugated Aluminum Pipe Drop Bid Item 28 – Const. Spec. 51

Anti-vortex Baffle, Corrugated Aluminum Pipe Drop Bid Item 28 – Const. Spec. 51

Geotextile, Non-Woven Bid Item 28 – Const. Spec. 51

12SPEC18B0011 Revised Subsidiary Items List

Sharla.Goforth Highlight

Sharla.Goforth Highlight

Subsidiary Items List Continued Marys Creek Dam No. 9 Rehabilitation Shelby County, Tennessee

Sub-Items_List_Marys9_Rehab_05162018_InclsByOthers_Addendum1 Page 2 of 2

Subsidiary Items in Specifications Bid Item Subsidiary To & Spec.

Rock Riprap, Corrugated Aluminum Pipe Drop Bid Item 28 – Const. Spec. 51

Pipe Support, Corrugated Aluminum Pipe Drop Bid Item 28 – Const. Spec. 51

Geotextile, Non-Woven Bid Item 29 – Const. Spec. 61

Geotextile, Non-Woven

- By Others

Bid Item 30 – Const. Spec. 61

Concrete Modification, Slide Gate Assembly

- By Others

Bid Item 31 – Const. Spec. 71

Steel Reinforcement, Slide Gate Assembly

- By Others

Bid Item 31 – Const. Spec. 71

Structure Removal – Existing Riser Metalwork Bid Item 32 – Const. Spec. 81

Excavation, Common, Fence Anchor Bid Item 34 – Const. Spec. 91

Concrete, Fence Anchor Bid Item 34 – Const. Spec. 91

Earth Backfill, Class C, Temporary Pipe Culvert Bid Item 37 – Const. Spec. 435

Excavation, Common, Poll. Ctrl – Temp. Pipe Culvert Bid Item 37, – Const. Spec. 435

Pollution Control – Temporary Pipe Culvert Bid Item 37 – Const. Spec. 435

Construction Access Traffic Control Bid Item 37 – Const. Spec. 435

12SPEC18B0011 Revised Subsidiary Items List

(210-VI-NEH, January 2014) 41–1

Construction Specification 41—Reinforced Concrete Pressure Pipe Conduits

1. Scope The work shall consist of furnishing and installing reinforced concrete pressure pipe conduits, fittings, and accessories as shown on the drawings and/or specified herein.

2. Material Reinforced concrete pressure pipe, fittings, and accessories shall conform to the requirements of Material Specification 541, Reinforced Concrete Pressure Pipe.

Portland Cement Concrete for bedding and cradles shall conform to the requirements of Construction Specification 31 for the specified class of concrete.

Joint sealing compound shall conform to the requirements of Material Specification 536, Sealing Compound for Joints in Concrete and Concrete Pipe.

Preformed expansion joint filler shall conform to the requirements of Material Specification 536, Sealing Compound for Joints in Concrete and Concrete Pipe.

Filter fabric shall conform to Material Specification 592, Geotextile.

3. Laying the pipe The pipe shall be set to the specified line and grade and temporarily supported on precast concrete blocks or wedges. Concrete blocks and wedges used to temporarily support the pipe during placement of concrete bedding or cradle, or both, shall be a class of concrete equal to or stronger than the concrete used to construct the bedding or cradle. Bell and spigot pipe shall be laid with the bells or grooves facing upstream unless otherwise specified in section 7 or shown on the drawings. Pipe may be installed by initially placing the upstream section of pipe and progressing with placement of the remaining sections of pipe in the downstream direction; however, care must be taken to avoid contaminating the joint with soil or bedding as the bell end is slid over the spigot of the adjoining pipe.

Just before each joint is connected, the connecting surface of the bell and spigot or spigots and sleeve shall be thoroughly cleaned and dried. Also, the rubber gasket and the inside surface of the bell or sleeve shall be lubricated with a light film of soft vegetable soap compound (flax soap).

The rubber gasket shall be stretched uniformly as it is placed in the spigot groove to ensure a uniform volume of rubber around the circumference of the pipe.

Method 1—The joint shall be connected by sliding the bell over the spigot or by sliding the spigot into the bell and applying a pulling or jacking force in a manner that will allow the spigot to enter squarely into the bell.

Method 2—The joint shall be connected in accordance with the manufacturer's instructions.

Use with either method—When the spigot has been seated to within 0.5 inch of its final position, the position of the gasket in the joint shall be checked around the entire circumference of the pipe by means of a metal feeler gauge. In any case where the gasket is found to be displaced, the joint shall be disengaged and properly reconnected. After the position of the gasket has been checked, 12SPEC18B0011

Amendment 0001 Revised Construction Specification 41

(210-VI-NEH, January 2014) 41–2 the spigot shall be completely pulled into the bell and the section of pipe shall be adjusted to line and grade.

4. Filling joints Before the placement of the bedding or cradle, the exterior annular space between the ends of the pipe sections shall be cleaned and completely filled with joint sealing compound. Before the compound is applied, the surface against which it is to be placed shall be cleaned of all dust, lubricant, and other substances that would interfere with a bond between the compound and the pipe. If recommended by the manufacturer of the compound, the concrete surface shall be coated with a primer in accordance with the manufacturer's recommendations. Primers shall be applied to the concrete surface only and shall not come in contact with the gasket or gasket sealing surface. Unless the compound or primer is specifically recommended for use on moist concrete, the surface shall be dry when the compound or primer is applied.

The joint sealing compound shall be allowed to cure until it is sufficiently firm to prevent the entry of concrete or earth into the joint. Unless otherwise specified in section 7 of this specification, before placing bedding or earth backfill (excluding concrete) containing particles larger than 0.25 inch in maximum dimension within 6 inches of the joint sealing compound, the compound shall be covered with a strip of 16-gauge to 24-gauge metal at least 2-inches wider than the space between the ends of the pipe sections. Instead of metal strips, the joints shall be covered by a minimum of 2-foot-wide, 4-ply thick filter fabric. Filter fabric shall be wrapped completely around the joint and overlapped a minimum of 12 inches at the top of the pipe. Lap shall be securely fastened to ensure filter fabric fits snugly during backfill operations. Filter fabric is centered on the joint. It shall conform to Material Specification 592, table 2, Nonwoven, class

II.

5. Pressure testing Method 1—Pressure testing of the completed conduit is not required.

Method 2—Before placing any concrete or earthfill around the conduit or filling the pipe joints, the conduit shall be tested for leaks in the following manner:

The ends of the conduits shall be plugged and a standpipe with a minimum diameter of 2 inches shall be attached to the upstream plug. The conduit shall be braced at each end to prevent slippage. The conduit and the standpipe shall be filled with water. The water level in the standpipe shall be maintained at least 10 feet above the invert of the upstream end of the conduit for at least 2 hours. Any leaks shall be repaired, and the conduit shall be tested again as described.

The procedure shall be repeated until the conduit is watertight.

The pipe joints shall show no leakage. Damp spots developing on the surface of the pipe are not considered as leakage.

Method 3—Before placing any concrete or earthfill around the conduit or filling the pipe joints, the conduit shall be air tested in accordance with ASTM C924. The conduit shall be braced on each end to prevent slippage. All end plugs used for the air test shall be capable of resisting the internal pressure and must be securely braced.

All testing equipment to be used shall be furnished by the contractor and shall be inspected and approved by the engineer. The pressure gauges used shall be graduated to read in increments of

0.1 pounds per square inch and calibrated to provide accuracy within 10 percent plus or minus of the standard gauge. The contractor has the option of prewetting the conduit or line before testing.

(210-VI-NEH, January 2014) 41–3

Any conduit that fails to pass this test must be repaired by a method satisfactory to the engineer.

After the repairs are made, the conduit shall be retested until it passes the test requirements.

Method 4—Before placing concrete or earth backfill around the conduit joint to be tested or filling the pipe joints, the joint shall be tested in accordance to ASTM C 1103, Standard Practice for Joint Acceptance Testing of Installed Precast Concrete Sewer Line. The test pressure shall be as specified in section 7 of this specification. Any joints showing leaks shall be relaid or repaired, and the joint shall be retested. The procedure shall be repeated until the joint passes the test.

6. Measurement and payment Method 1—For items of work for which specific unit prices are established in the contract, the quantity of each size, type, and class of pipe is determined to the nearest 0.l foot by measurement of the laid length of pipe along the invert centerline of the conduit. Payment for each size, type, and class of reinforced concrete pressure pipe is made at the contract unit price for that size, type, and class of pipe. Such payment constitutes full compensation for furnishing, transporting, and installing the pipe complete in place. This includes accessories, such as wall fittings, joint gaskets, coupling bands, sleeves, or collars, and all other items necessary and incidental to the completion of the work except the special fittings and appurtenances listed separately in the bid schedule. Payment for each special fitting and appurtenance is made at the contract price for that type and size of fitting or appurtenance.

Method 2—For items of work for which specific unit prices are established in the contract, the quantity of each size, type, and class of pipe is determined as the sum of the nominal laying lengths of the pipe sections used. Payment for each size, type, and class of reinforced concrete pressure pipe is made at the contract unit price for that size, type, and class of pipe. Such payment constitutes full compensation for furnishing, transporting, and installing the pipe complete in place. This includes accessories, such as wall fittings, joint gaskets, coupling bands, sleeves or collars, and all other items necessary and incidental to the completion of the work except the special fittings and appurtenances listed separately in the bid schedule. Payment for each special fitting and appurtenance is made at the contract price for that type and size of fitting and appurtenance.

All Methods—The following provisions apply to all methods of measurement and payment.

Compensation for any item of work described in the contract, but not listed in the bid schedule, is included in the payment for the item of work to which it is made subsidiary. Such items and the items to which they are made subsidiary are identified in section 7 of this specification.

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7. Items of Work and Construction Details

Items of work to be performed in conformance with this specification and the construction details are:

a. Bid Item 25, Concrete Pressure Pipe

(1) This item consists of furnishing, transporting, and installing the concrete pressure pipe, fittings, and required accessories to extend the principal spillway pipe from the existing location through the concrete impact basin wall as shown on the drawings. The work shall include placing joint sealant in the exterior joint locations.

(2) In Section 2, Material, The reinforced concrete pressure pipe, fittings, and accessories shall conform to the requirements of Material Specification 541, Reinforced Concrete Pressure Pipe, the requirements of the AWWA Standard C301, designs and recommendations of the pipe manufacturer for the configuration, loading, and other requirements shown on the drawings. Pipe shall be designed using AWWA C304 and the loads shown on the drawings.

Submit the structural analysis and calculations performed by a registered professional engineer to the Engineer with the shop drawings. The manufacturer shall provide a certification that the pipe designed and supplied conforms to the specified requirements and is suitable for the intended use shown on the drawings.

The pipe manufacturer shall design two (2) sections of AWWA C301 pipe with internal bells, spigots, adaptors, and standard and deep joints configurations as necessary to attach to the existing pipe’s steel outlet end and terminate with a mortared-over plain end flush with the interior impact basin wall as shown on the drawings. The joint design and configuration shall provide full confinement of the gasket and complete watertightness. The Contractor shall confirm the existing elevation and location of the outlet pipe and provide such information to the pipe manufacturer before design.

The original pipe was built in 1962. The original pipe information was obtained from US Pipe, 1003 N. MacArthur Blvd, Grand Prairie, TX 75050; 972-262- 3600. The original pipe order information was: Shelby County, TN, Interpace Corporation / Lock Joint Pipe Company; Project No. CO-62-22 (1962 manufacture); 138’ – 30” LCP (Prestressed Concrete Lined Cylinder Pipe);

Engineer: SCS.

After design, and before fabrication, the Engineer shall submit shop drawings, details, design calculations, and other items as necessary for the Engineer to review and determine the pipe, fittings, and accessories conform to the specified requirements. The submittal shall be in digital format(s) acceptable to the Engineer. The Engineer shall be allowed at least 2 weeks for review.

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(3) In Section 3, Laying the Pipe, Method 2 will apply. Before laying the pipe, the pipe manufacturer shall provide the Contractor with their complete pipe installation guide including recommended procedures for grouting the interior and exterior joint recesses as well as the procedure for installing the pipe, and checking the installed gasket location. Use of the manufacturer recommended feeler gauge is required.

The pipe shall be laid to the lines and grades shown on the drawings with no reversal of grade between joints. The pipe shall be laid and temporarily blocked and wedged and accepted by the Engineer before the concrete bedding is placed.

Concrete bedding and support blocks shall meet the requirements Class 4000 concrete as specified in Construction Specification 31, Concrete for Major Structures.

(4) The Contractor shall clean the existing pipe’s steel outlet end thoroughly as recommended by the new pipe manufacturer to ensure proper fit of the new bell end of the new pipe.

(5) In Section 4, Filling joints, the joints shall be sealed with joint sealant and geotextile (Class I is allowable) as described in paragraph 2. The metal strip is not required. The joint sealing compound shall be a butyl rubber sealant meeting ASTM C990 such as Rub’r-NEK or approved equal. The cleaning and application instructions of the sealant manufacturer shall be followed including the use of a primer, if necessary, due to field conditions.

(6) The preformed expansion joint filler around the exterior of the pipe as the pipe passes through the impact basin wall shall meet the requirements of Material Specification 535 for bituminous type conforming to ASTM D994.

(7) In Section 5, Pressure Testing, Method 1 will apply.

(8) In Section 6, Measurement and payment, Method 1 will apply. Compensation for concrete bedding shall be included in Bid Item 21, Concrete, Class 4000, Riser Base and Pipe Bedding. Such payment will constitute full compensation for related Subsidiary Item: Geotextile, Non-woven used in the construction of Bid Item 25, Concrete Pressure Pipe as shown on the drawings being wrapped around the pipe at the joints and around the pipe at the stilling basin wall.

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(210-VI-NEH, January 2014) 95–1

Construction Specification 95—Geotextile

1. Scope This work consists of furnishing all material, equipment, and labor necessary for the installation of geotextiles.

2. Quality Geotextiles shall conform to the requirements of Material Specification 592 and this specification.

3. Storage Before use, the geotextile shall be stored in a clean, dry location out of direct sunlight, not subject to extremes of either hot or cold temperatures, and with the manufacturer's protective cover undisturbed. Receiving, storage, and handling at the job site shall be in accordance with the requirements listed in ASTM D 4873.

4. Surface preparation The surface on which the geotextile is to be placed shall be graded to the neat lines and grades as shown on the drawings. It shall be reasonably smooth and free of loose rock and clods, holes, depressions, projections, muddy conditions, and standing or flowing water (unless otherwise specified in section 7 of this specification).

5. Placement Before the geotextile is placed, the soil surface will be reviewed for quality assurance of the design and construction. The geotextile shall be placed on the approved prepared surface at the locations and in accordance with the details shown on the drawings and specified in section 7 of this specification. It shall be unrolled along the placement area and loosely laid, without stretching, in such a manner that it conforms to the surface irregularities when material or gabions are placed on or against it. The geotextile may be folded and overlapped to permit proper placement in designated area(s).

Method 1—The geotextile shall be joined by machine sewing using thread material meeting the chemical requirements for the geotextile fibers or yarn. Thread shall be polypropylene, polyester, or KevlarTM aramid thread, unless a specific thread type is specified. The thread shall be consist of two parallel stitched rows at a spacing of about 1 inch and shall not cross (except for any required re-stitching). The stitching shall be a lock-type stitch. Each row of stitching shall be located a minimum of 2 inches from the geotextile edge. Unless otherwise specified, the seam tensile strength as measured according to ASTM D4884 shall be a minimum of 90 percent of the geotextile tensile strength in the weakest principal direction as measured according to ASTM D4632.

The geotextile shall be temporarily secured during placement of overlying material to prevent slippage, folding, wrinkling, or other displacement of the geotextile. Unless otherwise specified, methods of securing shall not cause punctures, tears, or other openings to be formed in the geotextile.

Method 2—The geotextile shall be joined by overlapping a minimum of 18 inches (unless otherwise specified) and secured against the underlying foundation material. Securing pins, approved and provided by the geotextile manufacturer, shall be placed along the edge of the panel or roll material to adequately hold it in place during installation. Pins shall be steel or fiberglass

Amendment 0001 Revised Construction Specification 95

(210-VI-NEH, January 2014) 95–2 formed as a U, L, or T shape or contain "ears" to prevent total penetration through the geotextile.

Steel washers shall be provided on all but the U-shaped pins. The upstream or upslope geotextile shall overlap the abutting downslope geotextile. At vertical laps, securing pins shall be inserted through the bottom layers along a line through approximately the mid-point of the overlap. At horizontal laps and across slope labs, securing shall be inserted through the bottom layer only.

Securing pins shall be placed along a line about 2 inches in from the edge of the placed geotextile at intervals not to exceed 12 feet unless otherwise specified. Additional pins shall be installed as necessary and where appropriate to prevent any undue slippage or movement of the geotextile.

The use of securing pins will be held to the minimum necessary. Pins are to remain in place unless otherwise specified.

Should the geotextile be torn or punctured, or the overlaps or sewn joint disturbed, as evidenced by visible geotextile damage, subgrade pumping, intrusion, or grade distortion, the backfill around the damaged or displaced area shall be removed and restored to the original approved condition. The repair shall consist of a patch of the same type of geotextile being used and overlaying the existing geotextile. When the geotextile seams are required to be sewn, the overlay patch shall extend a minimum of 1 foot beyond the edge of any damaged area and joined by sewing as required for the original geotextile except that the sewing shall be a minimum of 6 inches from the edge of the damaged geotextile. Geotextile panels joined by overlap shall have the patch extend a minimum of 2 feet from the edge of any damaged area.

Geotextile shall be placed in accordance with the following applicable specification according to the use indicated in section 7:

Slope protection—The geotextile shall not be placed until it can be anchored and protected with the specified covering within 48 hours or protected from exposure to ultraviolet light.

In no case shall material be dropped on uncovered geotextile from a height of more than 3 feet.

Subsurface drains—The geotextile shall not be placed until drainfill or other material can be used to provide cover within the same working day. Drainfill material shall be placed in a manner that prevents damage to the geotextile. In no case shall material be dropped on uncovered geotextile from a height of more than 5 feet.

Road stabilization—The geotextile shall be unrolled in a direction parallel to the roadway centerline in a loose manner permitting conformation to the surface irregularities when the roadway fill material is placed on its surface. In no case shall material be dropped on uncovered geotextile from a height of more than 5 feet. Unless otherwise specified, the minimum overlap of geotextile panels joined without sewing shall be 24 inches. The geotextile may be temporarily secured with pins recommended or provided by the manufacturer, but they shall be removed before the permanent covering material is placed.

6. Measurement and payment Method 1—For items of work for which specific unit prices are established in the contract, the quantity of geotextile for each type placed within the specified limits is determined to the nearest specified unit by measurements of the covered surfaces only, disregarding that required for anchorage, seams, and overlaps. Payment is made at the contract unit price. Such payment constitutes full compensation for the completion of the work.

Method 2—For items of work for which specific unit prices are established in the contract, the quantity of geotextile for each type placed with the specified limits is determined to the nearest

(210-VI-NEH, January 2014) 95–3 specified unit by computing the area of the actual roll size or partial roll size installed. The computed area will include the amount required for overlap, seams, and anchorage as specified.

Payment is made at the contract unit price. Such payment constitutes full compensation for the completion of the work.

Method 3—For items of work for which specific lump sum prices are established in the contract, the quantity of geotextile is not measured for payment. Payment for geotextiles is made at the contract lump sum price and constitutes full compensation for the completion of the work.

All methods—The following provisions apply to all methods of measurement and payment.

Compensation for any item of work described in the contract, but not listed in the bid schedule, is included in the payment for the item of work to which it is made subsidiary. Such items and the items to which they are made subsidiary are identified in section 7 of this specification

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7. Items of Work and Construction Details

Note: The Contractor is responsible for all Items of Work except those designated as “By Others.” Items of Work designated as “By Others” shall be accomplished as in-kind by the Sponsor.

a. Subsidiary Item, Geotextile, Non-woven (Only work subsidiary to Bid Item 30, Rock

Riprap, Wave Protection is By Others)

(1) This item consists of furnishing, transporting, and installing the geotextile as shown on the drawings or as staked in the field by the Engineer.

(2) In Section 2, Quality, The geotextile shall meet the requirements of Class I, Nonwoven Geotextile as specified in Material Specification 592, Table 592-2.

(3) In Section 5, Placement, Method 2 will apply except that the required lap is two (2) feet unless noted otherwise on the plans.

Geotextile panels under the riprap shall be overlapped in the direction of flow to provide a shingle effect with the upslope lap being placed over the top of the downslope geotextile. Panels shall be laid perpendicular to the centerline of the structure and flow direction unless the roll width is sufficiently wide to avoid having a lap splice. For the wave protection rock riprap, the geotextile lap shall be oriented upslope and perpendicular to the length of the dam.

Geotextile placed at the outer impact basin wall around the pipe shall keep any drainfill from seeping through the crack where the principle spillway pipe penetrates the impact basin wall. The geotextile over the drainfill and lapping down the exterior impact basin walls and wing walls shall be placed and lapped to insure the drainfill stays in place when under hydraulic pressure.

Geotextile shall not be placed in water except as allowed under the impact basin riprap as specified in Construction Specification 11, Removal of Water.

The geotextile shall be held in place with the minimum number of securing pins needed to avoid movement of the geotextile during rock placement. Each securing pin shall be a steel nail at least 18 inches long and one-half inch in diameter with a steel washer unless alternative pins are approved by the Engineer.

(4) The Contractor shall be responsible for repair or replacement of any geotextile damaged by storm events.

(5) In Section 6, Measurement and Payment, No separate payment will be made for Geotextile, Non-woven. Compensation for Geotextile, Non-woven will be included in the payments for Bid Item 5, Pollution Control – Erosion Control Rock; Bid Item 25, Concrete Pressure Pipe; Bid Item 26, Tile Drains, Perforated Pipe; Bid Item 28, Corrugated Aluminum Pipe Drop; Bid Item 29, Rock Riprap, Impact Basin; and Bid Item 30, Rock Riprap, Wave Protection (By Others), as appropriate.

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Amendment 0001 Revised Construction Specification 95