Amd A002.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)

A002 03/17/2021 N/A See Box 14

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

69056720B000031

9B. DATED (SEE ITEM 11)

02/24/2021

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 (_x_ ) is extended, ( ) 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.)

MT NPS GLAC 11(3), Camas Road Slumps and Resurface Remaining 4 Miles

See page 2

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 03-17-2021 MT NPS GLAC 11(3) Solicitation No. 69056720B000031 Camas Road Slumps and Page 2 Resurface Remaining 4 Miles

REVISIONS ARE AS FOLLOWS:

SF 1442, SOLICITATION, OFFER, AND AWARD (Pen & Ink change)

Page A-3, Block 13A. Revises bid opening date from 03/23/2021 to 03/26/2021.

CONTRACT CLAUSES

Page C-21. Revises Notice to Proceed date under FAR Clause 52.211-10, Commencement, Prosecution, and Completion of Work (Apr 1984) Alternate I (Apr 1984).

PLANS

Plan Sheet D.15 Revises callout for Subexcavation Type.

Plan Sheet F.8 Revises callouts for Conduit, 2-inch PVC.

Plan Sheet F.12 Revises Telephone Line Trench Detail.

ENCLOSURES

Pages:

C-21

Plan Sheets:

D.15 / F.8 / F.12

Page(s) not included due to Pen and Ink change(s):

A-3

New bid opening date: 03/26/2021

N

N

156+05 to 157+65

Type 1 Subexcavation LT and RT

170+02 to 172+27

Milepost 2.0 Turnout RT

170+00 to 170+50 pavement patch, Type 2 RT

Asphalt concrete

169+15 to 171+30

Standard underdrain system LT

5 1

3. See I sheets for standard underdrain system quantities and details.

2. See E sheets for subexcavation quantities and details.

1. See E sheets for overlay turnout quantities and details.

NOTE:

50 SCALE

Type 2 Subexcavation LT and RT

Revised by Amendment A002

:2

A

M

M a r c h

L

I N

E G

R A

P H

T

O

C

M y

F il e s \F

H W

A \D e s ig n \C a m a s

R o a d

\A m e n d m e n t_

\M T

N

P S

G

L A

C

(3 p la n p la n .d g n

157+00 TO 171+60

LINE GRAPH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.15

NPS Drwg No. 117/137434 NPS PMIS No. 188751 z t;:

w u

New phone pedestal

M �

Slope stake �

".. i: .. .

.T _ • ..J :·

__ -1 __ .1 -� _-_ --='-= 1-ik!��-_,.-:::;;;;;-:��,,_.....--:'::�= .LL _LL �- ....,__ _T-- 1------I-T-,;.. I ::::;::::::: ,=-l T____!-1 --,-=T"",", --II T 1----_-!:..._T

U) N

NPS PMIS No. 188751 NPS Drw No. 117 /137434

Conduit, 2-inch PVC in 72" deep utility trench

Cofldt:Jit, 2 ifleh PV-C h,Nlifl B t:JtiHty tFCfleh r-- N ill a:, N

0\ N

STATE

MT

PROJECT

NPS GLAC 11(3)

SHEET

NUMBER

F.8

End Entrance Station work 129+40 :.-.-:_------------

----- ____ Remove existing phone pedestal

---.�ew phone pedestal

1 {?, t,_

I;;-; 1= ........ -.-1. 1------1 1------1 1------1 ' ' • ........ • . "]

T __ '-'--_' _T�=---_'---I_L_I---::::� T-1---"""-'-1.�I_-= �-2:_ - -:

T- _ T

_-T-� - _T-CT I- � L.

. .. -,-_::i.LJ:::::-.==.-=i_

Tl-l---,T�l---��T��---1

Proposed edge of pavement

Conduit, 1-inch, rigid galvanized steel (gas line) and conduit, 2-inch PVC within one utility trench

Cor1duit, 2 inch PVC within a t:JtiHty t, eneh

Conduit, 2-inch PVC in 36"deep utility trench

Clearing limits Utility box, concrete ffi Revised by Amendment A002

SO SCALE

NOTE:

1. Move iron ranger from 48 °37'36.88" N, 114 °7'32.99" W to a location as directed by the CO.

2. See Sheets F.12-14 for utility details.

3. See Sheet F.1 for entrance station quantities.

ENTRANCE STATION

NEW UTILITIES

� <f of trench

Pavement structure

Finished grade

� ti •

� "I;)

ll:l \.J • (l) a

Conduit, 2-inch, PVC

Install utility duct Granular backfill

TELEPHONE LINE TRENCH DETAIL

� <f of trench

Pavement structure

Pull rope rovide pre-molded

· int filler around conduit

Finish sidewalk grade

Conduit, 1-inch, pvc

Threaded pvc conduit cap, typ., both ends

90 deg. elbow, typ., both ends

TELEPHONE LINE STUBOUT DETAIL

Finished grade

4::

"t5 (l)

.Q

"I;)

ll:l \.J (l) a

';I-l"\J l"\J ...., Install utility duct I w ti (l)

.Q

"I;)

� .s ll:l

\.J rt'} E:

(l) a

Conduit, 2-inch, PVC and conduit, 1-inch, rigid galvanized steel

Granular backfill

UTILITY TRENCH DETAIL

Pull rope

Provide pre-molded joint filler around conduit

Finish sidewalk grade

Conduit, 1-inch, pvc

Threaded pvc conduit cap, typ., both ends

90 deg. elbow, typ., both ends

CONDUIT STUBOUT DETAIL

NPS PMIS No. 188751 NPS Drw No. 117 /137434

Detectable warning tape (5 mils thick, color and text to be determined by the CO)

Repeating text

3f-- -- - ----+-- - - - - - - - -�---j

CAUTION

BURIED --

r-

LINE BELOW

CAUTION

BURIED ----..

UNE BELOW

Insert applicable text

WARNING TAPE DETAIL

NOTE:

STATE

MT

1. All conduit shall be Schedule 40 PVC

2. Conduit color shall be as follows:

- CenturyLink - grey

PROJECT

NPS GLAC 11(3)

3. Select backfill or controlled density fill (CDF) may be required .

4. Deliberate separation may be vertical as shown or horizontal.

5. In random separation, power primary and secondary may touch each other.

SHEET

NUMBER

F.12

6. Construction scrap material or trash of any kind is not allowed in any part of the trench.

ffi Revised by Amendment A002

NO SCALE

7. Caution tape is required one foot above the top conduit.

Obtain required warning tape text from the CO before ordering materials.

UTILITY DETAILS

SHEET 1 OF 3

See Sheet F.8 for Trench Locations

C - 21

Contract Clauses Project: MT NPS GLAC 11(3), Camas Road Slumps and Resurface Remaining 4 Miles

(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 11/02/2021 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 4/05/2021 05/10/2021. 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 (Jun 2020)

(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.

(b) Certified cost or pricing data. If the Contractor has been required to submit certified cost or pricing data in connection with the pricing of any modification to this contract, the Contracting Officer, or an authorized representative of the Contracting Officer, in order to evaluate the accuracy, completeness, and currency of the certified cost or pricing data, shall have the right to examine and audit all of the Contractor’s records, including computations and projections, related to-

(1) The proposal for the modification;

(2) The discussions conducted on the proposal(s), including those related to negotiating;

Revised by Amendment A002