A001_Dennehotso.pdf

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)

A001 03/09/2015 N/A AZ TR NAV N6461(1)

Dennehotso Bridge and Roadway

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

DTFH70-14-B-00012

9B. DATED (SEE ITEM 11)

02/26/2015

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).

N/A

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

N/A

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.)

AZ TR NAV N6461(1) Dennehotso Bridge and Roadway

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. A001, dated 03-09-15 AZ TR NAV N6461(1)

Solicitation No. DTFH70-14-B-00012 Dennehotso Bridge and Roadway

REVISIONS ARE AS FOLLOWS:

CONTRACT CLAUSES

Page C-14. Revises FAR Clauses 52.211-10, Commencement, Prosecution, and

Completion of Work (Apr 1984) Alternate I (Apr 1984).

PLANS

Plan sheet E-2 Revises coordinates on E.2

ENCLOSURES

Pages:

C-14

Plan Sheets:

E-2

C-14

Revised by Amendment A001 Contract Clauses AZ TR NAV N6461(1) Dennehotso Bridge and Roadway

(2) Through another subsidiary of a parent corporation.

(b) If the contractor reorganizes as an inverted domestic corporation or becomes a subsidiary of an inverted domestic corporation at any time during the period of performance of this contract, the Government may be prohibited from paying for Contractor activities performed after the date when it becomes an inverted domestic corporation or subsidiary. The Government may seek any available remedies in the event the Contractor fails to perform in accordance with the terms and conditions of the contract as a result of Government action under this clause.

(c) Exceptions to this prohibition are located at 9.108-2.

52.211-10 Commencement, Prosecution, and Completion of Work (Apr 1984) Alternate I (Apr 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than August 10, 2015 subject to such extensions as may be authorized. The time stated for completion shall include final cleanup of the premises.

The completion date is based on the assumption that the successful offeror will receive the notice to proceed by May 15, 2015. The completion date will be extended by the number of calendar days after the above date that the contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

52.211-12 Liquidated Damages—Construction (Sep 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of: See Special Contract Requirements, Subsection 108.04.

(b) If the Government terminates the Contractor’s right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

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 judgment of the Contracting Officer, is justified.

52.214-26 Audit and Records – Sealed Bidding (Oct 2010)

(a) As used in this clause, “records” includes books, documents, accounting procedures and practices, and other data, regardless of type and regardless of whether such items are in written form, in the form of computer data, or in any other form.

PC 49+

79.76

P O

T

.0

P C

.3

P T

.9

P C

.3

P T

.3

P O

T

.0

4996.41

61+35 LT

4998.59

60+75 LT

El. = 4997.41

62+75 LT

,0

.7

,9

.6

-2.3779%

-0.2051%

82' VC

K = 38

,9

.5

N

NOTE:

See Sheet C.2 for Typical Section.

below are not adjusted for shrink or swell.

Excavation and embankment volumes shown

2.

1.

E n d w o r k p ip e c u lv e r t.

I n s ta ll

CONNECTION DETAIL

mainline roadway

Match proposed

D

R= 500.00'

T= 31.84'

D

R= 500.00'

T= 43.13'

CUYD

EXC.

CUYD

EMB.

64+0063+0062+0061+0060+00

4992 4992

4994 4994

4996 4996

4998 4998

5000 5000

5002 5002

5004 5004

5006 5006

5008 5008

C h e c k e d b y

D e s ig n e d b y

STATE PROJECT

NUMBER

SHEET

AZ

TR NAV N6461(1)

A

M

M a r c h method 2

Roadway aggregate, LEGEND:

FOOTNOTE:

and quantities.

See Section H for pipe and headwall details 1 existing roadway

Obliterate

E 1867654.05

N 1295414.12

R existing roadway

Obliterate

R '

E 1867589.99

N 1295477.34 of dirt road Existing edge e= 0.05 L= 63.59' e= 0.05 L= 86.05' d ir t r o a d e x is ti n g

M a tc h t o p o f

Revised per Amendment A001.

I n t_ ft

D c m y fi le s p w p r o d u c ti o n d a z t-n a v g b .d g n

E.2

RECONSTRUCTION

BEGIN APPROACH ROAD

= 49+63.90, 11' RT (MAINLINE)

60+11.00 (APPROACH)

RECONSTRUCTION

END APPROACH ROAD

E 1867597.5214

N 1295421.4710

62+75.00

E 1867763.0259

N 1295631.8572

Existing ground

Profile grade

Slope stake limits

Line to be constructed

(to daylight culvert) excavation

Perform ditch with riprap headwalls

Pipe culvert

Special ditch profile, LT of pavement

Proposed edge

E 1867760.6680

N 1295627.4481