SUGARLOAF LOOP ADDENDUM No. 1.

SUGARLOAF LOOP ADDENDUM No. 1.

Dated: April 5, 2021

1.1 Sanitary Sewer, Potable Water and Industrial Water service lines to LOTs 1, 2, 4, 6, 7, 8 and 9, and TRACTS 7C and NG, have been added to this project. Each utility shall be stubbed - out through the Sugarloaf Loop right-of-way to the LOT property line as shown on the ADDENDUM No. 1 drawing. An end cap shall be installed on the 8-inch sanitary sewer line, and water shut-off valves shall be installed 3 feet inside the right-of-way. Pipe markers shall be installed at the end of each stub-out. A painted 2x4 shall be installed form the invert of end of pipe to the ground level. A painted t-ƉŽƐƚǁŝůůƚŚĞŶďĞŝŶƐƚĂůůĞĚϮ͛ŝŶĚĞƉƚŚ

and wired to the 2x4.

1.2 Pipe Materials Price Volatility.

Sugarloaf Loop Project bids are to be submitted on 4/7/2021. The apparent low bidder can then submit pipe material submittals. The BSB Council of Commissioners are scheduled to approve the Notice of Award and Agreement on the evening of 4/21/2021. We could then issue the Notice of Award and approval of the Pipe Materials Submittal on 4/22/2021.

Pipe materials can be ordered at this time.

Any increase in the wholesale price of the pipe materials between 4/7/2021 and

4/22/2021 can be submitted as a change order applying this price increase to be paid from the contingency funds (Unit Price # 1). These cost increases must be documented and certified by affidavit by the Pipe Supplier.

1.3 Gradation and Materials Testing of 4-inch minus sub-base course and Reclaimed Material base course as supplied by Butte-Silver Bow, has been tested and is approved for use on this project. Material Testing Reports from Pioneer Technical Services are included herewith.

1.4 Revised Bid Form:

The Bid Form has been revised to increase Unit Price No. 1 (Contingency) from $250,000 to $290.000 to cover potential pipe materials increases. Also, Addendum No. 1 has been referenced.

1.5 High Pressure Gas Line Utility Crossings.

Unit Price Number 21 has been added to the revised Bid Form for this Addendum No. 1 for ƚŚĞĐŽƐƚƚŽĨƵƌŶŝƐŚĂŶĚŝŶƐƚĂůů͞&ůŽǁĂďůĞ&ŝůůŽŶĐƌĞƚĞ^ůƵƌƌLJ͟as determined necessary for utility crossings. The Unit Price is cost per cubic yard.

1.6 Concrete Additive.

Surface concrete for the Sugarloaf Loop project shall include ͞Baracade͟ (or Engineer approved equal) water repellent admixture for concrete per the standards and

specifications of Portland Cement Concrete and Montana Department of Transportation.

This applies to all concrete curb and gutter.

Issued by: Project Engineer:

Everly & Associates

Professional Engineers & Land Surveyors

PO Box 603

Butte, Montana 59703

(406)782-1738

________________________________

Robert F. Everly, PE

Montana License 1442ES

00300 BID FORM Page 1 of 6 BID FORM

Contract: Sugarloaf Loop – CIVIL & SITE IMPROVEMENTS

1.01 THE FOLLOWING BID IS HEREBY MADE TO:

OWNER: BUTTE-SILVER BOW CITY-COUNTY 155 W. Granite Street, Courthouse, Butte, MT 59701

1.02 The Undersigned Bidder hereby proposes and agrees to furnish all the necessary labor, materials, equipment, tools, and services necessary for the construction of all work itemized in the Bid Schedules as defined in the Contract Documents. Prices for the work are as outlined in the Bid Schedules and described under Method of Measurement and Basis of Payment, all in accordance with the Drawings, Specifications and other Contract Documents.

1.03 The Undersigned Bidder accepts all the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid Security. The Bidder will sign the Agreement and submit the Contract Security and other documents required by the Contract Documents within 7 days after the date of OWNER's Notice of Award.

In submitting this Bid the Undersigned Bidder represents, as more fully set forth in the Agreement, that:

A. Bidder has examined copies of all the Contract Documents and acknowledges receipt of the following addenda:

Addendum No. Date.

Addendum No. 1 4/5/2021

B. Bidder has examined the site and locality where the Work is to be performed, the legal requirements (federal, state and local laws, ordinances, rules and

regulations) and the conditions affecting cost, progress or performance of the Work and has made such independent investigations as Bidder deems necessary.

C. The Undersigned Bidder has fully investigated and informed himself of the local labor conditions in the area. It is Bidders sole responsibility to be fully informed of the local labor conditions in the area.

00300 BID FORM Page 2 of 6 D. The Bid is genuine and not made in the interest of or on behalf of any undisclosed

person, firm or corporation and is not submitted in conformity with any

agreement or rules of any group, association, organization or corporation. Further the Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid nor has the Bidder solicited or induced any person, firm or corporation to refrain from bidding and the Bidder has not sought by collusion to obtain for himself any advantage over any other Bidder or the OWNER.

E. The Undersigned Bidder has given the ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that he has discovered in the Contract

Documents and the written resolution thereof by Engineer is acceptable to Bidder.

F. The undersigned Bidder further certifies that: (1) the only persons or parties interested in the Bid as principals are as stated herein; (2) Subcontractors will perform less than 50% of the Work;

G. The Total Contract Price includes all labor, equipment, materials, overhead, profit, insurance, and incidentals required to complete the Work.

H. Costs for all insurance coverage and bonds and Permits are to be included in the Total Contract Price in whatever manner Bidder chooses.

00300 BID FORM Page 3 of 6 1.04 The Undersigned Bidder agrees to perform all the Work described in the Contract

Documents and on the following Bid Schedules. The Method of Measurement and Basis of Payment shall be as specified in the Section 00200 - Instructions to Bidders and the Section 00850 -Special Provisions.

PROJECT DESCRIPTION:

Construction of SUGARLOAF LOOP: Work includes, CLEARING, GRUBBING, EARTHWORK & SITE PREPARATION, STORM DRAINAGE, CULVERTS, DETENTION PONDS & BMP’s, SANITARY SEWER, POTABLE WATER, INDUSTRIAL WATER, GRADING, SUBGRADE, CRUSHED BASE COURSE, CONCRETE CURB & GUTTER, ASPHALT PAVING, SIGNAGE, STRIPING, COORDINATION WITH GAS, POWER, TELEPHONE & FIBER OPTIC UTILITES, REVEGETATION, RIP-RAP and other miscellaneous work associated with completing the roadway project. (also Reference Section 00850 Special Provisions.)

The Bidder agrees to complete work in accordance with contract documents for the following sums:

BASE BID (Lump Sum)

Base Bid to include all work items for complete construction of work items included in the Contract Documents and all addenda for Sugarloaf Loop-Montana Connections adjoining Rick Jones Way, Silver Bow, Montana.

BASE BID PRICE :

$__________________________________________________________________________________

(LUMP SUM in NUMERIC Notation)

_____________________________________________________________________________Dollars (LUMP SUM in ALPHA Notation)

UNIT PRICE No. 1: Measurement and Payment for MISCELLANEOUS WORK.

Reference Section 00200 INSTRUCTIONS TO BIDDERS.

$_

290,000.00

(Unit Price in NUMERIC Notation)

_

(Unit Price in ALPHA Notation)

TOTAL BID PRICE: (BASE BID PRICE + $290,000.00 (UNIT PRICE No. 1))

$____________________________________________________

(TOTAL Price in NUMERIC Notation)

_

(TOTAL Price in ALPHA Notation)

(NOTE: The Bid will be Awarded On This TOTAL BID PRICE.)

00300 BID FORM Page 4 of 6

(UNIT PRICE SCHEDULE) Include all work & materials necessary to provide each unit of work. These unit prices may be used for changes (additions or deletions) up to a maximum of 25% of the defined scope of work. (Reference Section 00200 Instructions to Bidders and Section 00850 Special Provisions for details.) All earthwork unit price items shall be computed as Compacted Volumes per Project Specifications.

Item

No. Description Unit Unit Price

2 TOPSOIL Excavation / Cut

(Material removed and stockpiled on Site) Cubic Yard $ 3

TOPSOIL Embankment / Fill (Material from on-site Stockpile placed

elsewhere on site)

Cubic Yard $

4 General Sub-Grade Excavation / Cut Cubic Yard $

5

General Sub-Grade Embankment / Fill (Material from on-site Borrow Area and placed

elsewhere on site)

Cubic Yard $

6

4” Minus Gravel (Sub-Base Coarse) (Butte- Silver Bow will Supply & Stockpile adjacent

to Sugarloaf Loop) Contactor to place and compact in Roadway.

Cubic Yard $

7

Recycled Material Base Coarse (Butte-Silver Bow will Supply & Stockpile adjacent to

Sugarloaf Loop) Contactor to place and compact in Roadway.

Cubic Yard $

8

ASPHALT PAVEMENT per Project Specs, hauled, placed and compacted to a depth of 4

inches(In Two(2) 2 Inch lifts).

Square Foot

$ 9 CONCRETE CURB&GUTTER – 6-inch face

integral, placed and finished Lineal Foot $ 10

WATER/POTABLE 6-inch AWWA C900 Class 235, include materials, labor, trenching,

tracer wire, backfill, and compaction per unit

Lineal Foot $

11

WATER / FIRELINE 8-inch AWWA C900 Class 235, include materials, labor, trenching,

tracer wire, backfill, and compaction per unit

Lineal Foot $

12

FIRE HYDRANT ASSEMBLY, Muellar Centurian hydrant with 6 inch Tee, shut off valve and valve box Furnished, Installed with

excavation and backfill

Each $

13

SANITARY SEWER 8” SDR35 PVC include materials, labor, trenching, backfill, and

compaction per unit

Lineal Foot $

14 SANITARY MANHOLE(48” Diameter as per

MPWSS 02720-3) with ring & cover, installed Each $

00300 BID FORM Page 5 of 6 (14 Continued)

with excavation & backfill 15 CULVERT 48” diameter X 140’ culvert

HDPE with end flares installed and compacted Each $ 16 CULVERT 24” diameter X 70’ culvert HDPE

with end flares installed and compacted Each $ 17 WATER BLOW OFF VALVE as per detail

4/C6.0 and MPWSS 02660-7 Each $

18 WATER GATE VALVE 6” Each $

19 WATER GATE VALVE 8” Each $

20 FIBER ROLL WATTLE (Stormwater BMP)

Installed in-place for erosion control. 9”x25’ Roll $ 21 FLOWABLE FILL CONCRETE SLURRY

as determined necessary for utility crossings. Cubic Yard $

The Undersigned bidder hereby agrees to accept an award of a contract for the Bid Schedules as determined under the Conditions, Agreement and Special Provisions of the Contract Documents.

1.05 If awarded the contract, the undersigned agrees to reach substantial completion of the Work within time periods allowed per Project Documents.

1.06 The undersigned accepts the provisions of the Agreement Article 4.03 as to Liquidated Damages in the event of failure to complete the Work on time.

1.07 The undersigned understands that the OWNER reserves the right to reject any or all bids or to waive any informality or technicality in any proposal in the interest of the OWNER.

1.08 The undersigned agrees that, if applicable, the unit prices shall govern in checking the Bid, and should a discrepancy exist in the total prices and total amount of Bid as listed above, after extensions are checked and corrections made, if any, the total amount of the Bid as corrected shall be used in awarding the contract.

1.09 The undersigned Bidder hereby certifies (a) that this Bid is genuine and is not made in the interest of, or in the behalf of, any undisclosed person, firm, or corporation, and is not submitted in conformity with any agreement or rules of any group, association,

organization, or corporation; (b) that he has not directly or indirectly solicited any other Bidder to put in a false or sham Bid; (c) that he has not solicited or induced any person, firm, or corporation to refrain from bidding; and (d) that he has not sought by collusion to obtain for himself any advantage over any other Bidder or over the Owner.

00300 BID FORM Page 6 of 6 1.10 The above Bid is hereby respectfully submitted by:

Firm Name:

By:

(Signature and printed name) Title:

Phone No.: Fax No.:

EMAIL Address: _________________________________________________________

Business Address:

Contractor's Registration Number

END OF SECTION

PIONEER TECHNICAL SERVICES

CONSTRUCTION CONTRACT SUBMITTAL REVIEW FORM Project: Port of Montana / Montana Connections Rail Park Submittal Number: --

Submittal Date: 6/30/2020 Submittal Description: Aggregates

Pioneer’s review evaluated the information provided by Contractor in the Submittal for general

conformity with the design and requirements in the Contract Documents. Contractor is solely responsible for the accuracy of all information contained in the Submittal.

Approved x

Revise and Resubmit Approved as Corrected Rejected

Reviewed By:

Notes:

Pioneer performed gradation testing on three stockpiles of existing Butte Silver Bow (BSB) materials. The materials are classified as a 4-inch minus subbase (stockpiled at the BSB Crackerville Pit), ¾-inch minus road mix, and 1-inch minus recycled road mix (both stockpiled at the current BSB hotplant/crusher location(Butte ReductionWorks (BRW))). The materials are proposed to be used at the Port of Montana/Montana Connections Rail Park projects. The tested materials do not meet the Union Pacific gradation requirements for subballast or ballast. The materials are acceptable for use as general fill, embankment fill, and/or site roads (see attached gradations).

Tested By: KH

18 Jun 2020

(no specification provided)

PL= LL= PI=

D90= D85= D60=

D50= D30= D15=

D10= Cu= Cc=

USCS= AASHTO=

*

4" Minus 4.0"

3.0"

2.0"

1.5"

1.0"

3/4"

1/2"

3/8"

#4

#10

#20

#40

#60

#100

#200

100 98 87 79 68 62 55 52 45 32 19 12 8 6 4.0

55.8707 47.3004 16.9227

7.5868 1.7487 0.6125

0.3476 48.69 0.52

GP F.M.=5.76

Pioneer Technical Services, Inc.

BPSOU BRW Design 2020 829906

Soil Description

Atterberg Limits

Coefficients

Classification

Remarks

Source of Sample: 2020 BRW/Crackerville Stockpiles

Sample Number: BU17467 Date:

Client:

Project:

Project No: Figure

SIEVE PERCENT SPEC.* PASS?

SIZE FINER PERCENT (X=NO)

PERCENT FINER

0 10 20 30 40 50 60 70 80 90 100

GRAIN SIZE - mm.

0.001 0.01

0.1 1

10 100

% +3"

Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

2 36 17 13 20 8 4

6 in. 3 in. 2 in. 1½ in. 1 in. ¾ in. ½ in. 3/8 in. #4 #10 #20 #30 #40 #60 #100 #140 #200

Particle Size Distribution Report

Tested By: KH

18 Jun 2020

(no specification provided)

PL= LL= PI=

D90= D85= D60=

D50= D30= D15=

D10= Cu= Cc=

USCS= AASHTO=

*

1" Recycle Road Mix 1.0"

3/4"

1/2"

3/8"

#4

#10

#20

#40

#60

#100

#200

100 92 75 65 52 36 21 14 9 7 5.1

17.9576 15.9847 7.8786

4.3170 1.4510 0.4937

0.2726 28.90 0.98

F.M.=4.91

Pioneer Technical Services, Inc.

BPSOU BRW Design 2020 829906

Soil Description

Atterberg Limits

Coefficients

Classification

Remarks

Source of Sample: 2020 BRW/Crackerville Stockpiles

Sample Number: BU17469 Date:

Client:

Project:

Project No: Figure

SIEVE PERCENT SPEC.* PASS?

SIZE FINER PERCENT (X=NO)

PERCENT FINER

0 10 20 30 40 50 60 70 80 90 100

GRAIN SIZE - mm.

0.001 0.01

0.1 1

10 100

% +3"

Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0 8 40 16 22 9 5

6 in. 3 in. 2 in. 1½ in. 1 in. ¾ in. ½ in. 3/8 in. #4 #10 #20 #30 #40 #60 #100 #140 #200

Particle Size Distribution Report