A22 W912ES21B0005 0005 - Solicitation Amendment.pdf

W81G6702031786

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

The purpose of this solicitation amendment is to make changes to the specif ications, answ er Vendor submitted questions, and replace the Bid Schedule.

All other solicitation terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 6

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

16C. DATE SIGNED

BY 18-Feb-2021

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 W912ES21B0005

X 9B. DATED (SEE ITEM 11)

15-Jan-2021

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

18-Feb-2021

CODE

CONTRACTING DIVISION

USACE - ST PAUL

180 FIFTH STREET EAST

SUITE 700

SAINT PAUL MN 55101-1678

W912ES 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912ES21B0005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

SUBCLIN 0013AA

The CLIN description has changed from FIRST 30,000 CY to FIRST 20,000 CY.

The pricing detail quantity has decreased by 10,000.00 from 30,000.00 to 20,000.00.

CLIN 0014

The pricing detail quantity has decreased by 10.00 from 50.00 to 40.00.

The following Delivery Schedule item for SUBCLIN 0013AA has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

30-JUN-2023 30,000 WESTERN AREA OFFICE

1020 36TH STREET SW

FARGO ND 58103

651-290-5589 FOB: Destination

W912ES

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

30-JUN-2023 20,000 WESTERN AREA OFFICE

1020 36TH STREET SW

FARGO ND 58103

651-290-5589

The following Delivery Schedule item for CLIN 0014 has been changed from:

CAGE

30-JUN-2023 50 WESTERN AREA OFFICE

1020 36TH STREET SW

FARGO ND 58103

651-290-5589

To:

CAGE

30-JUN-2023 40 WESTERN AREA OFFICE

1020 36TH STREET SW

FARGO ND 58103

651-290-5589

The following have been added by full text:

AMENDMENT 0005

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

Which currently reads:

1.9.6.2 Measurement

Borrow Excavation shall be measured for payment by the cubic yard of excavation. The quantity will be determined by the Quantity Surveys for Measurement and Payment specified in SECTION 01 71 23.05 13 CONTRACTOR SURVEYS. Excavation outside the lines and grades shown will not be measured for payment, unless approved by the Contracting Officer. Only Impervious Fill material will be measured for payment. Stripping of topsoil and respreading topsoil will be measured separately under the respective items. Construction of the embankment will not be measured for payment.

Is changed to read:

1.9.6.2 Measurement

Borrow Excavation shall be measured for payment by the cubic yard of excavation. The quantity will be determined by the Quantity Surveys for Measurement and Payment specified in SECTION 01 71 23.05 13 CONTRACTOR SURVEYS. Excavation outside the lines and grades shown will not be measured for payment, unless approved by the Contracting Officer. Only Impervious Fill material will be measured for payment. Stripping of topsoil will be measured separately. Construction of the embankment will not be measured for payment.

SECTION 31 00 00.00 13

EARTHWORK

Which currently reads:

3.8 BORROW EXCAVATION

Obtain material meeting the requirements of Impervious Fill from the Borrow Pit Area as needed for the construction of the Dam Embankment.

Provide adequate drainage including pumps to remove water from the Borrow Pit Area.

Strip topsoil from Borrow Pit Area prior to excavation. After the completion of excavation, respread required topsoil and seed the disturbed area of the Borrow Pit Area. The excavation cannot be deeper than the elevation shown on the plans after the topsoil is respread. The Borrow Pit Area may be extended to the south if additional Impervious fill is required. The finish grade shall be as indicated on the plans.

Dispose excess topsoil in the disposal area shown on the plans.

Is changed to read:

3.8 BORROW EXCAVATION

Obtain material meeting the requirements of Impervious Fill from the Borrow Pit Area as needed for the construction of the Dam Embankment.

Provide adequate drainage including pumps to remove water from the Borrow Pit Area.

Strip topsoil from Borrow Pit Area prior to excavation. The excavation cannot be deeper than the elevation shown on the plans after the topsoil is respread. The Borrow Pit Area may be extended to the south if additional Impervious fill is required. The finish grade shall be as indicated on the plans.

Dispose excess topsoil in the disposal area shown on the plans.

Vendor Questions and Answers:

Q - Please Confirm that the Material excavated during the excavation of the inspection trench will be able to be reused to fill the inspection trench back in.

A – Specs (SECTION 31 00 00.00 13, 3.2 INSPECTION TRENCH) says, "Backfill with impervious fill. Use existing material which was excavated from the trench if it meets the requirements of impervious fill"

Q - Will the contractor be permitted to Cross 48th st SW with heavy hauling equipment (to access borrow pit/waste area). What will be required to cross these roads?

A – Specs (SECTION 01 40 02.00 13, 1.4 PROTECTION AND MAINTENANCE OF TRAFFIC) states that the contractor shall investigate the adequacy of existing roads and the allowable load limit on those roads.

Furthermore, 1.4.1 of that same spec section states, “The Contractor shall be responsible for securing all permits required along haul routes. The Contractor shall be the sole permittee and shall be responsible for meeting all obligations of the permits. A copy of each permit shall be submitted to the Contracting Officer. The Contractor has sole responsibility for damage or deterioration of the Contractor's haul routes.”

Q - Are we required to Replace topsoil on the borrow pit? if so to what depth?

A - Topsoil respread in the Borrow Pit Area is not required. See amended spec language and bid schedule for additional information.

Q - Can the can the excess stripped material from the borrow area be left in a stockpile in the borrow area or must it be transport to the disposal area?

A - Specs (SECTION 31 00 00.00 13, 3.8 BORROW EXCAVATION) require disposal of excess topsoil in the disposal area shown on the plans.

The following Bid Schedule makes changes to CLINs 0013AA and 0014, and replaces all previous versions:

CLIN Description Quantity Unit Unit Price Total Price

0001 Performance and Payment Bonds 1 JOB 0002 Demolition 1 JOB 0003 Traffic Control Signs 1 Job 0004 Clearing and Grubbing 1 JOB 0005 Road Removal 6,200 CY 0006 Stripping

0006AA First 60,000 CY 60,000 CY 0006AB Over 60,000 CY 6,000 CY

0007 Inspection Trench 11,000 LF 0008 Subgrade Excavation

0008AA First 5,000 CY 5,000 CY 0008AB Over 5,000 CY 1,000 CY

0009 Excavation 0009AA First 22,000 CY 22,000 CY 0009AB Over 22,000 CY 4,000 CY

0010 Borrow Excavation 0010AA First 95,000 CY 95,000 CY 0010AB Over 95,000 CY 15,000 CY

0011 Geotextile - Type 2 21,000 SY 0012 Aggregate Surface 7,000 TON 0013 Topsoil Respread

0013AA First 20,000 CY 20,000 CY 0013AB Over 20,000 CY 4,000 CY

0014 Seeding 40 AC 0015 Turf Reinforcement Mat (TRM) 9,200 SY 0016 Traffic Gate 2 EA 0017 36" RCP Culvert 177 LF 0018 24" RCP Culvert 138 LF 0019 15" CSP Culvert 115 LF 0020 30" CSP Culvert 42 LF 0021 36" CSP Culvert 43 LF 0022 36" Twin Pipe Headwall 1 EA

0023 36" Single Pipe Headwall 1 EA 0024 24" RCP Flared End Section 4 EA 0025 36" RCP Flared End Section 3 EA 0026 15" CSP Flared End Section 6 EA 0027 30" CSP Flared End Section 2 EA 0028 36" CSP Flared End Section 2 EA 0029 36" Flap Gate 3 EA 0030 R30 Riprap 150 CY 0031 R140 Riprap 350 CY 0032 B1 Bedding 60 CY 0033 B2 Bedding 90 CY 0034 Geotextile - Type 1 750 SY 0035 Filter Material 175 CY Total Bid

(End of Summary of Changes)