Devils Lake Phase 3 Amendment 0004 031811.pdf

W81G6700294357

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

This Amendment is to 1) Make Draw ing changes and 2) Change specification language. (See SF 30 Block 14 Continuation Page for details.)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 18-Mar-2011

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 W912ES-11-B-0005

X 9B. DATED (SEE ITEM 11)

18-Feb-2011

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

18-Mar-2011

CODE

CONTRACTING DIVISION

USACE - ST PAUL

180 5TH STREET EAST

SUITE 700

ST. 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:

W912ES-11-B-0005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0004

A. CHANGES TO DRAWINGS

CS 175

Profile-Highway 20 Pump Station Outlet The pipe between the manhole and the pump station is changed from 42 inch HDPE to 42 inch RCP.

Detail F-Highway 20 Pump Station The pipe between the manhole and the pump station is changed from 42 inch HDPE to 42 inch RCP.

SL 102

The pipe between the manhole and the pump station is changed from 42 inch HDPE to 42 inch RCP.

SL 203

The pipe between the manhole and the pump station is changed from 42 inch HDPE to 42 inch RCP.

SL 301

The pipe between the manhole and the pump station is changed from 42 inch HDPE to 42 inch RCP.

B. SUMMARY OF SPECIFICATION CHANGES

Note: Specification deletions are shown as strikethrough, additions are shown as underlined.

SECTION 01 22 00.00 13 MEASUREMENT AND PAYMENT

1.6.11 Marl Subgrade Correction Option Method 1, CY, Cubic Yard

Payment shall constitute full compensation for all costs associated with marl subgrade correction in SECTION 35 73 13, EARTHWORK, as indicated on drawing sheet C-323, noted as option Method 1, including excavation and placementand compaction of select impervious fill as indicated, transporting excessor unsatisfactory excavated material to disposal, dewatering and control of water as necessary in excavated areas, and all work in other sections containing associated requirements.

Measurement shall be by the cubic yard, in the original position, using the average-end-area method based on the original ground lines or if the area has been stripped, to the stripped grades, and the excavation lines and grades as shown on the drawings or as directed by the CO, and as determined by the surveys required in SECTION 01 71 23.00 13, CONTRACTOR SURVEYS.

Materials excavated outside the lines and grades shown, without specific direction or approval from the Contracting Officer will not be measured for payment.

Material excavated outside the lines and grades as shown or directed by the CO, but within the specified tolerance will not be measured for payment.

Material that is scarified or plowed and reused in-place will not be measured for payment.

Material excavated or stripped at borrow sites will not be measured for payment.

Material excavated prior to the taking of elevations and measurements of the undisturbed grade will not be measured for payment.

The volume of material placed in the volume excavated for the Marl Inspection Trench will not be measured for payment as part of this bid item.

1.6.12 Marl Subgrade Correction Option Method 2 Granular Fill, CY, Cubic Yard

Payment shall constitute full compensation for all costs associated with marl subgrade correction in SECTION 35 73 13, EARTHWORK, as indicated on drawing sheet C-323, noted as option Method 2, including purchase and placement of granular fill as indicated, and all work in other sections containing associated requirements.

Measurement shall be by the cubic yard, in the original position, using the average-end-area method based on the stripped grades, and the lines and grades as shown on the drawings or as directed by the CO, as determined by the surveys required in SECTION 01 71 23.00 13, CONTRACTOR SURVEYS.

Materials placed outside the lines and grades shown, without specific direction or approval from the Contracting Officer will not be measured for payment.

Material placed outside the lines and grades as shown or directed by the CO, but within the specified tolerance will not be measured for payment.

Material placed prior to the taking of elevations and measurements of the undisturbed grade will not be measured for payment.

The volume of material placed in the volume excavated for the Marl Inspection Trench will not be measured for payment as part of this bid item.

1.6.13 Marl Subgrade Correction Option Method 2 Geotextile Fabric, SF, Square Foot

Payment shall constitute full compensation for all costs associated with Geotextile Fabric placed in accordance with SECTION 35 31 19.00 13 SLOPE PROTECTION, as indicated on drawing sheet C-323, noted as option Method 2, including purchase and placement of geotextile fabric as indicated, and all work in other sections containing associated requirements. The following items are included in the contract unit price for Geotextiles and will not be counted a second time in the process of determining the extent of geotextile placed: Material and associated equipment and operations used in laps, seams, or extra length; securing pins and associated material, equipment, and operations; and material and associated equipment and operations used to prevent damage to the geotextile fabric from placement of bedding and riprap. No additional payment will be made for geotextiles replaced because of waste, contamination, damage, or repair.

Measurement for Geotextile Fabric for Marl Subgrade Correction Option Method 2 will be to the nearest square foot of protected area as acceptably placed in the work and according to plans or as directed by the CO.

SECTION 35 31 19.00 13 SLOPE PROTECTION

2.3.1 General

Provide geotextile that is a woven or non woven pervious sheet of plastic yarn as defined by ASTM D 123 matching or exceeding the minimum average roll values listed below. Strength values indicated in the table are for the weaker principle direction.

Property, units Test Method Requirement Grab Tensile Strength (1), lbs., min.

ASTM D 4632 200

Grab Tensile Elongation, %, min. ASTM D 4632 15 50 Trapezoid Tear Strength, lbs., min. (any direction)

ASTM D 4533 75

Puncture Strength, lbs., min. ASTM D 4833 80 AOS less than mm, (greater than US STD. Sieve)

ASTM D 4751 0.150 (100)

Permittivity, sec -1, min. ASTM D 4491 0.05 UV Resistance (After 150 hrs.)

% Strength Retained

ASTM D 4355 70

Sewn-Seam Strength, lbs/in lbs. ASTM D 4884 4632 240 180

SECTION 41 22 13.14 BRIDGE CRANES, OVERHEAD ELECTRIC, TOP RUNNING

2.4.9 Overload Protection

Provide overload protection for bridge, runway, and hoist systems. Hoist overload protection must be adjustable between 80 and 150 125 percent of hoist capacity.

(End of Summary of Changes)