A001_CMR.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 5/14/14 N/A MT FWS ERFO 131-8601

CHARLES M. RUSSELL ERFO

REPAIRS

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-00006

9B. DATED (SEE ITEM 11)

4/18/14

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.)

MT FWS ERFO 131-8601, CHARLES M. RUSSELL ERFO REPAIRS

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 5/14/14 MT FWS ERFO 131-8601 Solicitation No. DTFH70-14-B-00006 Charles M. Russell ERFO Repairs

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-8, Deletes Item 15702-1000 Soil Erosion Control, Temporary Diversion Channel by LPSM

Page A-8, Adds Item 15705-1300 Soil Erosion Control, Temporary Diversion Channel by LNFT

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision F-17 602.03A Precast Concrete Box Culvert Revises (c)

PLANS

Plan sheet #B.1 See Bid Schedule above

Plan sheet #I.1 Revises Soil Erosion Control, Temporary Diversion Channel table

ENCLOSURES

Pages:

A-7 through A-10 F-17

Plan Sheets:

B.1 I.1

Notice to Bidders: Please submit revised pages A-7 through A-10 with your bid.

A - 7

Bidder please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern.

When the word "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total all of the amounts bid for each pay item and show the total bid amount.

Bid Schedule

Project No:MT FWS ERFO 131-8601

Project Name:Charles M Russell ERFO Repairs

A - 8

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A0080 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A001 A0100 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

ALL LPSM $___LPSM_____ $____________

A001 A0110 15705-1300 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

1,000 LNFT $____________ $____________

A0120 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

6,100 LNFT $____________ $____________

A0140 20301-0300 REMOVAL OF BOX CULVERT (AND RESET, 6'X4')

3 EACH $____________ $____________

A0160 20301-1900 REMOVAL OF PIPE CULVERT (AND RESET, 24")

3 EACH $____________ $____________

A0180 20301-1900 REMOVAL OF PIPE CULVERT (AND RESET, 36")

2 EACH $____________ $____________

A0200 20301-1900 REMOVAL OF PIPE CULVERT (AND RESET, 48")

3 EACH $____________ $____________

A0220 20401-0000 ROADWAY EXCAVATION

4,500 CUYD $____________ $____________

A0240 20410-0000 SELECT BORROW

150 CUYD $____________ $____________

A0260 20707-0000 GEOCELL

410 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A0280 21101-2000 ROADWAY OBLITERATION, METHOD 2

1,000 SQYD $____________ $____________

A0300 25101-4000 PLACED RIPRAP, CLASS 4

1,000 CUYD $____________ $____________

A0320 25101-4000 PLACED RIPRAP, CLASS 4 (SALVAGE AND RESET)

80 CUYD $____________ $____________

A0340 30801-1000 ROADWAY AGGREGATE, METHOD 1

550 CUYD $____________ $____________

A0360 55207-0000 REPAIR CONCRETE BOX CULVERT

ALL LPSM $___LPSM_____ $____________

A0380 60103-4200 CONCRETE, PLANK (12'X17"X6")

15 EACH $____________ $____________

A0400 60103-4200 CONCRETE, PLANK (12'X17"X6", REMOVAL AND RESET)

118 EACH $____________ $____________

A0420 60201-2300 120-INCH PIPE CULVERT

103 LNFT $____________ $____________

A0440 60220-1200 6 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT

24 LNFT $____________ $____________

A0460 60226-0000 END SECTION FOR REINFORCED CONCRETE BOX CULVERT

2 EACH $____________ $____________

A0480 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

24 HOUR $____________ $____________

A0500 62201-1750 BULLDOZER, 200HP MINIMUM

40 HOUR $____________ $____________

A0520 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

24 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0540 62301-0000 GENERAL LABOR

24 HOUR $____________ $____________

A0560 62502-0000 TURF ESTABLISHMENT

8,660 SQYD $____________ $____________

A0580 63316-1000 REMOVE AND RESET SIGN

4 EACH $____________ $____________

A0600 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

12 EACH $____________ $____________

A0620 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

215 SQFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

F-17

Special Contract Requirements Project: MT FWS ERFO 131-8601, Charles M. Russell ERFO Repairs

Section 602. — CULVERTS AND DRAINS

Construction Requirements

602.03A Precast Concrete Box Culvert. (Added Subsection).

Schedule a pre-work meeting with the CO at least 10 days before beginning work. The purpose of the pre-work meeting is to review specific proposals for methods, equipment, and materials to be used for this work.

(a) Design. Design concrete box culvert according to following:

(1) Dead load, Concrete: 150 pounds per cubic foot.

(2) Dead load, Soil: 125 pounds per cubic foot.

(3) Estimated soil bearing capacity: 1,000 pounds per square foot.

(b) Submittals. Submit drawings according to Subsection 104.03 and include the following:

(1) Detail all phases of construction including layout, joint details, lifting devices, transportation methods, construction placements, and installation of adjustable tie bolts at all joints between concrete box culvert sections including the joints between the main section and the end sections.

Allow 7 days for the CO to review and accept or reject the design. Do not start the prefabrication of the box culvert structure until the CO approves final submittals.

(c) Manufacture. Prefabricate the precast concrete box culvert in a certified plant by the National Precast Concrete Association, Prestress Concrete Institute, or American Concrete Pipe Association.

(d) Preparation. Excavate the material under the box location to a minimum depth of 12 inches. Backfill with minimum of 12 inches of bedding materials. Level and compact bedding materials to provide uniform support of the structure.

602.04 Laying Concrete Pipe and Precast Concrete Box Culverts. Add the following before the first paragraph:

Excavate the material under the box location to a minimum depth of 12 inches. Place geotextile separation fabric to the dimension shown on the plans according to section 207. Backfill with minimum of 12 inches of select borrow materials. Level and compact material to provide a uniform support for the structure. Do not lay concrete pipe on grades steeper than 2.0 percent.

602.06 Laying Plastic Pipe. Delete the second paragraph and substitute the following:

Provide soil-tight bell and spigot joints for plastic pipe culverts.

Revised by Amendment A001

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION G SECTION G SECTION G SECTION G SECTION G SECTION G SECTION H-J -

SITE 8

WEST

SITE 9

WEST

SITE 10

WEST

SITE 12

WEST

SITE 1

EAST

SITE 2

EAST

SITE 3

EAST

SITE 4

EAST

SITE 5

EAST

SITE 6

EAST

SITE 7 EAST MISC. ALLOWANCE

Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND

ASSURANCE LPSM ALL

A0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A001 A0100 15702-1000 SOIL EROSION CONTROL, TEMPORARY

DIVERSION CHANNEL LPSM ALL

A001 A0110 15705-1300 SOIL EROSION CONTROL, TEMPORARY

DIVERSION CHANNEL LNFT 500 250 250 1,000

A0120 15705-1500 SOIL EROSION CONTROL, SEDIMENT

WATTLE LNFT 6,100 6,100

A0140 20301-0300 REMOVAL OF BOX CULVERT (AND

RESET, 6'X4') EACH 3 3

A0160 20301-1900 REMOVAL OF PIPE CULVERT (AND

RESET, 24") EACH 2 1 3

A0180 20301-1900 REMOVAL OF PIPE CULVERT (AND

RESET, 36") EACH 2 2

A0200 20301-1900 REMOVAL OF PIPE CULVERT (AND

RESET, 48") EACH 2 1 3

A0220 20401-0000 ROADWAY EXCAVATION CUYD 4,351 41 108 4,500

A0240 20410-0000 SELECT BORROW CUYD 92 40 18 150

A0260 20707-0000 GEOCELL SQYD 410 410

A0280 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 967 33 1,000

A0300 25101-4000 PLACED RIPRAP, CLASS 4 CUYD 126 103 322 14 66 74 72 40 96 66 21 1,000

A0320 25101-4000 PLACED RIPRAP, CLASS 4 (SALVAGE

AND RESET) CUYD 18 8 45 9 80

A0340 30801-1000 ROADWAY AGGREGATE, METHOD 1 CUYD 357 52 32 9 12 16 14 14 16 14 14 550

A0360 55207-0000 REPAIR CONCRETE BOX CULVERT LPSM All ALL

A0380 60103-4200 CONCRETE, PLANK (12'X17"X6") EACH 15 15

A0400 60103-4200 CONCRETE, PLANK (12'X17"X6",

REMOVAL AND RESET) EACH 118 118

A0420 60201-2300 120-INCH PIPE CULVERT LNFT 103 103

A0440 60220-1200 6 FEET SPAN, 4 FEET RISE PRECAST

REINFORCED CONCRETE BOX CULVERT LNFT 24 24

A0460 60226-0000 END SECTION FOR REINFORCED

CONCRETE BOX CULVERT EACH 2 2

A0480 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 24 24

A0500 62201-1750 BULLDOZER, 200HP MINIMUM HOUR 40 40

MileStone: Amendment A001 Amendment Review Date: In Progress Report Date: 05/12/14

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-M a y-

:0 P

M

Remarks and/or

Determination of Estimated

Quantity

Pay Item Description Unit

Estimated Quantities c:

\m yf ile s\ p w p ro d u ct io n \d cm r8 b a b b .x ls m

]S h ee t

STATE PROJECT

FWS ERFO 131-8601 B.1MT

NUMBER

SHEET

NO SCALE

LC

TOTAL

SITE

PLAN AND TABULATION

EROSION CONTROL

6,100

SEDIMENT WATTLE

SOIL EROSION CONTROL

ITEM 15705-1500

TOTAL

SITE

8,660

(LNFT)

QUANTITY

(SQYD)

QUANTITY

TURF ESTABLISHMENT

ITEM 62502-0000

West Project Area

East Project Area

West Project Area

East Project Area

4,000

AT CULVERTS

EROSION CONTROL DEVICES

TYPICAL LAYOUT OF

FOOTNOTE:

Sediment WattleDisturbed Earth

2,800 if existing or anticipated flow will inhibit construction activity.

Diversion channel(s) to be placed at the direction of the C.O

See sheet E.1 for layout.

See sheet D.1 for layout.

See sheet C.1 for layout.

I.1

STATE PROJECT

NUMBER

SHEET

MT

FWS ERFO 131-8601

P

M

M a 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 c m r ia .d g n

C J o r g e n s o n

M

M a d a r

C h e c k e d b y

D e s ig n e d b y

TOTAL

SITE

(LNFT)

QUANTITY

West Project Area

East Project Area

CHANNEL

TEMPORARY DIVERSION

SOIL EROSION CONTROL

ITEM 15705-1300

Amendment #001