A.07.24_Solicitation_Spillbox2_Amendment_2.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

W91236-19-B-0027 for Craney Island Dredged Material Management Area Spillbox #2 located in Portsmouth, VA is hereby Amended as follow s:

Please see continuation page for full break out

Please note that in FBO.GOV it show s three amendments. FBO amendements 1 and 2 associate w ith contractual amendment 0001. Current amendment constitutes contractual amendment 0002. Please acknow ledge ALL contractual Amendments on SF30.

Contracting POC: Alexander L. Loi, Phone (757) 201-7797, email Alexander.L.Loi@usace.army.mil

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 13-Aug-2019

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 W9123619B0027

X 9B. DATED (SEE ITEM 11)

11-Jul-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

13-Aug-2019

CODE

USA ENGINEER DISTRICT, NORFOLK

803 FRONT STREET

NORFOLK VA 23510-1096

W91236 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9123619B0027

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 21 00 - INSTRUCTIONS

The following have been added by full text:

AMENDMENT 2

The following have been added by full text:

AMENDMENT 0002

W91236-19-B-0027 for Craney Island Dredged Material Management Area Spillbox #2 located in Portsmouth, VA is hereby Amended as follows:

1. Bid Opening date is not extended, and remains 2:00 PM EST 12 August 2019

2. Bidder Inquiries and Corresponding Government Responses are hereby incorporated:

Bidder Inquiry ID: 8108778

Bidder Inquiry: Where can sheets 17 through sheet 21 be found?

Response to Bidder Inquiry: Full set of drawing plans (including sheets #1 to #22) posted in FedBizOps as Amendment #1 on 25 July 2019.

Bidder Inquiry ID: 8131108 Bidder Inquiry: What are the specifications and details for the manual hoist? Are there approved equal manufacturer and models we can choose from?

Response to Bidder Inquiry: Please refer to specifications section 41 22 23.19 HOIST and structural drawings S-101 and S-502 for requirements.

Bidder Inquiry ID: 8131132 Bidder Inquiry: Section 00 21 00 is missing from the specification table of contents and is not posted to the builder’s exchange web site. It is referenced in Amendment 0001. Will this section be provided and uploaded to the builder’s exchange?

Response to Bidder Inquiry: Please see Section 00 21 00 in the solicitation document, not the technical specifications.

3. Changes/Clarifications to the Specifications:

3A. Specification 01 22 00.00 10 – PRICE AND PAYMENT PROCEDURES DELETE the entire Paragraph 1.3.3: Payment for Line Item No. 0003 – Construction of New Spillbox #2 and Permanent Access Road; and REPLACE the entire Paragraph 1.3.3: Payment for Line Item No. 0003 – Construction of New Spillbox #2 and Permanent Access Road with the following:

“This lump sum line item includes all costs connected with the construction of a new free-standing Spillbox #2 and a permanent access road except for unit price items such as stone and backfill (exclusive of work included in line items 0001 to 0002 and 0004 to 0008). This line item also includes the installation of required temporary erosion and sediment control measures throughout the site. The list of pay activities associated with this Line Item shall be included in the submitted Schedule of Values.”

3B. Specification 01 57 19 – TEMPORARY ENVIRONMENTAL CONTROLS DELETE the entire Paragraph 3.2.1: Erosion and Sediment Control Measures; and REPLACE the entire Paragraph 3.2.1: Erosion and Sediment Control Measures with the following: “Providing erosion and sediment control measures in accordance with Virginia Erosion and Sediment Control requirements is the Contractor's responsibility. Construct or install temporary and/or permanent erosion and sediment controls using best management practices (BMPs) as indicated in the contract drawings. Select and maintain additional erosion and sediment controls such that unauthorized discharges do not occur and water quality standards are not violated as a result of construction activities. Erosion control measures shall be implemented to control sediment erosion and to stabilize soils placed on the exterior slopes and in excavations, including an excavation through the existing dike.

The area of bare soil exposed at any one time by construction operations should be kept to a minimum. Preserve vegetation to the maximum extent practicable.

BMPs may include, but are not limited to temporary fill dikes, diversion dikes, vegetation cover, stream bank stabilization, slope stabilization, silt fences, construction of terraces, interceptor channels, sediment traps, inlet and outfall protection, storm water conveyance channels, diversion channels, and sedimentation basins.

A temporary fill dikes shall be constructed around the working areas to prevent the intrusion of run off from the containment cell into the excavation. Fill dikes shall be maintained and repaired by the contractor as necessary. Fill dikes shall be constructed prior to the opening of any excavation within the cell.

Special care shall be exercised after breaching the in-place permanent containment dike while excavating for a pipe run through the dike. Erosion and sediment control measures as shown in the drawings shall be implemented when excavating through the permanent dike. Under no circumstances shall uncontrolled discharges from the cell be permitted.

Submit an Erosion and Sediment Control Plan, and comply with the requirements specified in the contract drawings and in the Virginia Erosion and Sediment Control handbook. Erosion control inspection reports may be compiled as part of a stormwater pollution prevention plan inspection reports. Provide seeding in accordance with Section 32 92

19 SEEDING.”

3C. Specification 01 57 19.01 20 – SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS DELETE the entire Paragraph 1.5.1.2.1: Erosion and Sediment Control; and REPLACE the entire Paragraph 1.5.1.2.1: Erosion and Sediment Control with the following paragraph:

“Submit an erosion and sediment control plan and comply with the technical requirements specified in the contract documents and the Virginia Erosion and Sediment Control handbook. Refer to specifications section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS and contract documents.”

3D. Specification 32 92 19 – HYDROSEED DELETE the entire Paragraph 3.3: Surface Erosion Control

3E. Specification 01 33 00 – SUBMITTAL PROCEDURES (SUBMTTAL REGISTER APPENDIX) ADD the following line item to the SUBMITTAL REGISTER under Specification 01 57 19 – Temporary Environmental Controls, add: SD-01 Erosion and Sediment Control Plan, 3.2.1, and Government Review Required

3F. Specification 01 57 19 – TEMPORARY ENVIRONMENTAL CONTROLS ADD to Paragraph 1.6 – SUBMITTALS the following line item under SD-01 Preconstruction Submittals: An Erosion and Sediment Control Plan is required to be submitted for Government review and approval.

4. Changes/Clarifications to the Drawings:

4A. ADD a new construction drawing #10A- EROSION AND SEDIMENTATION CONTROL

4B. Revisions to Drawing #9 - SPILLBOX NO. 2 PLAN & PROFILE ADD REVISIONS to reflect the following changes to the drawing:

- Profile view: stationing for section 2 changed from “3+40 to 4+90” to “3+40 to 5+25”

- Profile view: stationing for section 3 changed from “4+90 to spillbox” to “5+25 to spillbox”

- Plan view: extent of SOE is shown, sheet piles shall extend into the existing dike to station 4+70

4C. Revisions to Drawing #13 - DISCHARGE PIPE EXCAVATION AND FILL DETAILS ADD REVISIONS to reflect the following changes to the drawing:

- Detail H: stationing for section 2 changed from “3+40 to 4+90” to “3+40 to 5+25”

- Detail I: stationing for section 3 changed from “4+90 to base of spillbox” to “5+25 to base of spillbox”

(End of Summary of Changes)