A002.pdf

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Attached to
ID CASCADE LS DR(1), Lakeshore Drive Phase II Federal contract opportunity
Solicitation number
DTFH70-16-B-00001
Issued by
Department of Transportation Federal Highway Administration

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A002

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Other files attached to ID CASCADE LS DR(1), Lakeshore Drive Phase II, newest first.
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BidSum.LakeshoreDR.pdf PDF
Q A_4-29.pdf PDF
A003.pdf PDF
Q A_4-27.pdf PDF
A001_Lakeshore.pdf PDF
ID_CASCADE_LS_DR(1)_Plans.pdf PDF
Physical_Data_Earthwork_Lakeshore.pdf PDF
Physical_Data_X-sections_Lakeshore.pdf PDF
Physical_Data_Right_of_Way_Lakeshore.pdf PDF
Physical_Data_Geotech_Report__02-16_Lakeshore.pdf PDF
IFB_lakeshore.pdf PDF
Physical_Data_SWPPP_Lakeshore.pdf PDF
Plan_Request_Form.docx DOCX document
Preliminary_Letter.pdf PDF
Project_Description.pdf PDF
Preliminary_Plans.pdf PDF
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

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

A002 04/28/2016 N/A ID CASCADE LS DR(1), Lakeshore Drive Phase II

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

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

DTFH70-16-B-00001

9B. DATED (SEE ITEM 11)

03/31/2016

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

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 Offers

(__ ) is extended, ( x ) is not extended.

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 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)

N/A

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.

N/A

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)

N/A

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

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

ID CASCADE LS DR(1), Lakeshore Drive Phase II

See page 2 for revisions.

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) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

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

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A002, dated 4-28-2016 ID CASCASE LS DR(1) Solicitation No. DTFH70-16-B-00001 Lakeshore Drive Phase II

REVISIONS ARE AS FOLLOWS:

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision F-19 625.06 Fertilizing Adds fertilizer application rate F-19 625.07 Revises seed application rate G-3 713.03 Fertilizer Adds fertilizer mix G-3 713.04 Seed Revises seed mix G-5 725.19(d) Chemical Resistance Revises Table number

ENCLOSURES

Pages:

F-19 G-3 G-5

F-19 DIVISION 600

Special Contract Requirements Project: ID CASCADE LS DR(1), LAKESHORE DRIVE PHASE II

Section 625. — TURF ESTABLISHMENT

01/01/14–FP14

Construction Requirements

625.03 General. Delete the text of this Subsection and substitute the following:

Apply turf establishment to finished slopes and ditches only at times when local weather conditions are favorable for growth which normally will occur between September 15 and November 30, or between February 15 and May 15. Do not apply turf establishment during windy weather or when the ground is excessively wet, frozen, snow covered, extremely dry, cloddy, hard pan, or not friable. The Contractor shall be responsible to protect and maintain the seeded areas until germination, including watering if necessary.

625.06 Fertilizing. Add the following:

Apply fertilizer at the rate recommended by the manufacturer.

625.07 Seeding. Add the following to paragraph (b):

Apply the seed at the rate of 54 pounds of live seed per ACRE. Apply seed prior to the installation of rolled erosion control product.

625.08 Mulching. Delete the second and third paragraphs of paragraph (b) and substitute the following:

Apply Bonded Fiber Matrix at a rate of 2000 pounds per ACRE upon completion of seeding and fertilizing applications. This rate does not apply to mulch for tracer applied under Subsection 625.07 (b), Seeding, Hydraulic Method.

Measurement

625.11 Add the following:

Do not measure water used for turf establishment for payment.

Revised by Amendment A002

G-3

Project: ID CASCADE LS DR(1), LAKESHORE DRIVE PHASE II

Section 713. — ROADSIDE IMPROVEMENT MATERIAL

08/01/14–FP14

713.03 Fertilizer. Add the following:

(a) Fertilizer for turf establishment. Furnish fertilizer with the following percentages of available nutrients:

24:3:8 Nitrogen (N): Phosphorus (P): Potassium (K), with a minimum 15% slow-release nitrogen.

713.04 Seed. Add the following:

Furnish a mixture consisting of the following kinds of seed with the corresponding percentages by weight of “live seed”:

GRASSES

Red Fescue (Festuca rubra) 14.8% Tegmar Intermediate Wheatgrass (Thinopyrum intermedium) 14.8% Bluebunch Wheatgrass (Pseudoroegnaria spicata) 18.4% Sandberg Bluegrass (Poa secunda J. Presl) 9.3% Siberian Wheatgrass (Agropyron fragile [Roth]) 14.8%

LEGUME

Ladak Alfalfa (Medicago sativa) 9.3%

NATIVE FORBS

Rocky Mountain Penstemon (Penstemon strictus Benth.) 9.3%5 Western Yarrow (Achillea millefolium L.) 9.3%5

Determine the amount of “live seed” in a container by the following formula:

Net weight of seed in container multiplied by the purity percentage multiplied by the germination percentage. (If seed is 85 percent pure and tests 90 percent germination, then a 100 pound (45.4 kilogram) container would contain 76.5 pounds (34.7 kilograms) of “live seed”).

G-5

Project: ID CASCADE LS DR(1), LAKESHORE DRIVE PHASE II

Table 725-1 Chemical Resistance of CIPP

Chemical Solution Concentration, percent

Sodium Hydroxide 5

Ammonium Hydroxide 5

Ferrous Chloride 1

Sodium Hypochlorite 1

Tap Water (pH 6-9) 100

Nitric Acid 5

Phosphoric Acid 10

Sulfuric Acid 10

Gasoline 100

Vegetable Oil 100

Common Dishwashing and Laundry Detergent

0.1

Soap 0.1

(e) Structural properties. The CIPP will conform to ASTM F1216 and Table 725-2.

Table 725-2 Standard Resin

Test Property Minimum Test Method

Flexural strength 5,000 psi ASTM D790

Flexural modulus 300,000 psi ASTM D790

50-year flexural creep modulus 150,000 psi ASTM D2990

Compressive Strength 8,700 psi ASTM D695

SF30amd_WORD
Amd_Page_2_A002
SCR Page F-19 Amendment A002
SCR Page G-3 Amendment A002
SCR Page G-5 Amendment A002

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