A003_MT_FLATHEAD_543(1).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)

A003 02/12/2016 N/A MT Flathead 543(1)

Pleasant Valley Road Relocation

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

DTFH70-15-B-00010

9B. DATED (SEE ITEM 11)

01/14/2016

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.)

MT Flathead 543(1), Pleasant Valley Road Relocation

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. A003, dated 2/12/16 MT FLATHEAD 543(1) Solicitation No. DTFH70-15-B-00010 Pleasant Valley Road Relocation

REVISIONS ARE AS FOLLOWS:

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision F-8 602.03 General Revises subsection F-11 624 Adds Section

PLANS

Plan sheet #C.2 Adds footnote Plan sheet #C.3 Adds footnote

ENCLOSURES

Pages:

F-8 F-11

Plan Sheets:

C.2 through C.3

F-8

Special Contract Requirements Project: MT FLATHEAD 543(1), PLEASANT VALLEY ROAD

DIVISION 600

INCIDENTAL CONSTRUCTION

Section 602. — CULVERTS AND DRAINS

08/01/14–FP14

Description

602.01 Add the following:

It also consists of designing, manufacturing, and installing precast reinforced concrete box culverts with optional Cast-in-Place footing/stem wall and associated curb headwalls, and wing walls according to layouts and requirements shown on the plans.

Material

602.02 Add the following to the materials list:

Concrete 601 Select borrow 704.07 Reinforcing steel 709.01

Construction Requirements

602.03 General. Add the following:

A licensed structural engineer registered in the State of Montana shall sign and stamp the calculations and drawings. Submit design calculations, load rating per AASHTO LRFD, and working drawings according to Subsection 104.03. If computer analysis is used include one set of hand calculations for each unique design scenario. Include the name and version of the software used in the analysis.

Do not start the prefabrication of the box culvert structure until the CO approves final submittals.

Acceptance

602.08 Acceptance. Add the following:

Select borrow will be evaluated under Section 209.

Measurement

602.09 Adding the following:

Do not measure select borrow.

Revised by Amendment A003

F-11 DIVISION 600

Special Contract Requirements Project: MT FLATHEAD 543(1), PLEASANT VALLEY ROAD RELOCATION

Section 623. — GENERAL LABOR

01/01/14–FP14

Description

623.01 Delete the text of this Subsection and substitute the following:

This work consists of furnishing workers and hand tools for the work listed in Subsection 622.01.

Section 624. --TOPSOIL

Description

624.01 Delete the text of this subsection and substitute the following:

This work consists of placing conserved topsoil.

Construction Requirements

624.04 Placing Topsoil. Delete the first paragraph and substitute the following:

Provide at least a 7 day notice before the start of topsoil placement. Do not place topsoil when the ground or topsoil is frozen, excessively wet, or otherwise in a condition detrimental to the work.

Use conserved topsoil, a sufficient quantity is available within the clearing and construction limits.

Keep the roadway surfaces clean during hauling and spreading operations.

Measurement

624.06 Delete the text of this Subsection and substitute the following:

Do not measure topsoil for payment.

Revised by Amendment A003

TYPICAL SECTIONS

M

M a d a r

C

J o r g e n s o n

D e s ig n e d b y

C h e c k e d b y

A

F e b r u a r y

U

S S u r ft

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

STATE PROJECT

NUMBER

SHEET

C.2

MT

FLATHEAD 543(1)

Varies

D

0.25D

B = 10'

Match existing

LC

LC

1:3 1:3

Existing ground

Traveled way

12'

Traveled way

12'

4% 4%

Existing ground

Match existing

12' 12'

1:3

1:

21:2 Varies

DITCH EXCAVATION

LC

PLEASANT VALLEY ROAD OVERLAY

PLEASANT VALLEY ROAD REALIGNMENT

12" compacted depth

Select borrow, 10'

600+30.35 to 757+00.00 Line 'B'

45+60.00 to 72+24.73 Line 'A'

72+24.73 to 284+26.88 Line 'A'

203+50.00 Line 'A'

56+35.00 Line 'A'

Profile grade

Profile grade control product, type 1D

Rolled erosion

Existing ground material (type 1), 6"

Place mitigation, streambed

LC

12' 12'

Traveled Way Traveled Way

Existing Ground

Width Varies

Proposed Grade

1:3 1:3

2% 2%

CUT SLOPE

ROUNDING DETAIL

5'

5'ground

Original

C le a r in g l im it s

PATH/OVERLOOK

PLEASANT VALLEY ROAD

Existing ground

Width varies

LC

91+50.00, RT, Line 'A'

2" compacted depth

(path/overlook surfacing) method 2

Roadway aggregate, Roadway Obliteration, Method 1 and Turf Establishment limits

534+70.00 to 598+00.00 Line 'B'

FOOTNOTE:

Existing ditch Existing ditch

Existing roadway prism class 2, type A

Geotextile filter, control product, type 1D

Rolled erosion this sheet

See Roadway aggregate table, table, this sheet

See Roadway aggregate

Turf establishment

10' (Typical)

Turf establishment

(Typical)

5'

C le a r in g l im it s

C le a r in g l im it s

C o n s tr u c ti o n l im it s

(Typical)

5'

(Typical)

5'

C o n s tr u c ti o n l im it s

PLEASANT VALLEY ROAD OBLITERATION

4 Place 4" of conserved topsoil within disturbed ground limits.

Use material from existing roadway prism to fill existing ditches.

and reduce the front slope rounding distance proportionally.

heights less than "B" reduce "B" to the cut height dimension

Cut and rounding detail applies to all typical sections. For cut

Construct slopes as shown in the Staking Report.

3REVISED BY AMENDMENT A003

table, this sheet

See Roadway aggregate

TYPICAL SECTIONS

M a d a r

C

J o r g e n s o n

D e s ig n e d b y

C h e c k e d b y

A

F e b r u a r y

U

S S u r ft

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

STATE PROJECT

NUMBER

SHEET

C.3

MT

FLATHEAD 543(1)

1:3

1:3

C le a r in g l im it

C le a r in g l im it

4% 4% 1:3

PLEASANT VALLEY ROAD - APPROACHES

1:3 C le a r in g l im it establishment

Turf

4%

PLEASANT VALLEY ROAD - TURNOUTS

turnout

Width varies

See approach table this sheet

Traveled way width varies

10+12.00 to 25+16.94 Line 'APP6'

10+12.00 to 13+70.63 Line 'APP5'

10+12.00 to 20+82.78 Line 'APP4'

11+00.00 to 11+51.36 Line 'APP3'

12+72.00 to 13+84.36 Line 'APP2'

10+12.00 to 11+20.71 Line 'APP1'

754+50.00, RT, Line 'B'

686+00.00, RT, Line 'B'

673+00.00, RT, Line 'B'

629+00.00, RT, Line 'B'

626+00.00, RT, Line 'B'

601+50.00, LT, Line 'B'

229+25.00, RT, Line 'A'

91+50.00, LT, Line 'A'

91+50.00, RT, Line 'A'

1'

UTILITY TRENCH (TYPE 1)

1'

UTILITY TRENCH (TYPE 2)

1'

FOOTNOTE:

RT Line 'APP1'

LT/RT Line 'A'

LT Line 'A'

LT Line 'A'

LT Line 'A'

LT Line 'A'

LT/RT Line 'A'

9+50.00 - 15+50.00

197+65.00 - 205+50.00

184+25.00 - 185+25.00

124+75.00 - 126+25.00

94+00.00 - 96+00.00

54+00.00 - 57+00.00

46+25

Turf establishment by Flathead Electric. Contractor to install electric utility. Conduit to be provided

3" Schedule 40 PVC conduit for

Utility warning ribbon by Flathead Electric. Contractor to install electric utility. Conduit to be provided

3" Schedule 40 PVC conduit for

Existing ground/subgrade

LT Line 'APP6'

LT Line 'A'

LT Line 'A'

LT Line 'A'

LT Line 'A'

LT Line 'A'

10+50.00 - 25+17.00

185+25.00 - 197+65.00

126+25.00 - 184+25.00

96+00.00 - 124+75.00

57+00.00 - 94+00.00

46+25.00 - 54+00.00

6" min.

Turf establisment

10' (Typical)

(Typical)

5'

Profile grade

(Typical)

5' and installed by contractor phone utility. Conduit to be supplied

2" Schedule 40 PVC conduit for to be placed by CenturyLink

Direct burial line for phone utility

Utility warning ribbon

6" min.

2' min.

Existing ground

6" min.

.5 c o v e r m in

6" min.

6" min.

2' min.

6" min.

m in c o v e r

.5

12" compacted depth

Select borrow, 12" compacted depth

Select borrow, Edge of traveled way table, this sheet

See Roadway aggregate

Existing ground

Existing ground table, this sheet

See Roadway aggregate

LC

m a te r ia l

B a c k fi ll m a te r ia l

B a c k fi ll ground limits.

Place 4" of conserved topsoil within disturbed

Construct slopes as shown in the Staking Report.

3REVISED BY AMENDMENT A003