Amendment_0001_V2_0001.pdf

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Fresno Dam Modifications, Fresno Storage Division, Milk River Project, Montana

See attached for changes incorporated in this document:

10/28/2022 f333333311XX sgallagher Highlight

140R6022R0006 Amendment No. 0001

Description of Changes:

1. In Part I – The Schedule, Section C – Specifications, remove Section 01 51 00 – Temporary Utilities in its entirety and substitute therefor the attached revised Section 01 51 00.

2. In Part I – The Schedule, Section C – Specifications, remove Section 31 02 10 – Dust Abatement in its entirety and substitute therefor the attached revised Section 31 02 10.

3. In Part I – The Schedule, Section C – Specifications, remove Section 52 00 00 – Drawings in its entirety and substitute therefor the attached revised Section 52 00 00.

4. 52 00 00 – Drawings, remove the following drawings, and substitute therefor the attached, same numbered drawings:

Sheet No. Drawing No.

25 15-D-60030, Rev. 1 dated 10/1/2022 26 15-D-60031, Rev. 1 dated 10/11/2022

For convenience, essential changes on the revised solicitation pages are indicated by a vertical line in the margin where lines or paragraphs changed from the previous version. However, all portions of the revised solicitation pages shall apply whether changes thereon have or have not been indicated.

Acknowledgement: See Block 11 above regarding how to acknowledge this amendment. The Government must receive the acknowledgement at the place designated for receipt of bids (See Block 10 of the Standard Form 1442).

Receipt of Proposals: The hour and date for receipt of proposals has been extended to 12:00 PM (MST) November 22, 2022.

Third Party: If you have given a copy of the solicitation to someone else, please forward this amendment accordingly.

A list of contractor questions and their respective answers are attached for informational purposes only. Any contractor questions received after 12:00 PM on November 8, 2022 will not be addressed.

The list of those individuals who attended the virtual site visit are also attached for informational purposes.

Fresno Dam and Reservoir Dam Modifications Fresno Storage Division, Milk River Project, Montana Amendment No. 0001

Temporary Utilities Revised 01 51 00 - 1

SECTION 01 51 00

TEMPORARY UTILITIES

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedules for other items of work.

1.02 REFERENCE STANDARDS

A. Institute of Electrical and Electronics Engineers (IEEE)

1. IEEE C2-2017 National Electrical Safety Code (NESC)

1.03 TEMPORARY ELECTRICITY

A. Provide electric power required for construction.

1. 3-phase power will be provided by the Government and will be available to the Contractor onsite. A 150-kilovolt underground transformer and a 400 amp meter loop will be installed by Hill County Electric agency as shown on drawings.

B. Provide electric power for Government Field Office and Lab Trailer.

C. Power will be available for removal and control of water. Refer to Section 31 03 33 – Removal and Control of Water. Provide standby equipment and standby power for removal and control of water as needed.

D. Provide generators, transmission lines, distribution circuits, transformers, and other electrical equipment and facilities required for obtaining power and distributing power to points of use.

E. Comply with IEEE C2 clearances and spacing for temporary communications and supply lines.

F. Remove temporary equipment and facilities upon completion of work under this contract.

G. Contractor is responsible for cost of power after award of contract.

1.04 TEMPORARY WATER

A. Provide water required for construction purposes.

B. Water from Fresno Reservoir or the Milk River below Fresno Dam will be available for construction purposes.

Fresno Storage Division, Milk River Project, Montana Amendment No. 0001

Temporary Utilities Revised 01 51 00 - 2

1. Make arrangements with Area Manager, Bureau of Reclamation, Montana Area Office, for use of this water source.

C. Use water which meets specified requirements for water used in concrete, grouting, and other permanent work.

D. Provide means of conveying water to points of use.

E. Remove temporary equipment and facilities upon completion of work under this contract.

1.05 TELEPHONE SERVICE

A. Cellphone service is available with most networks in the area.

1.06 SANITARY FACILITIES

A. Existing vault sanitary facilities are not available for Contractor use.

B. Contractor shall provide sanitary facilities for Contractor and Government use.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

Fresno Storage Division, Milk River Project, Montana

Amendment No. 0001

Dust Abatement Revised 31 02 10 - 1

SECTION 31 02 10

DUST ABATEMENT

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Water for Dust Abatement:

1. Measurement: Time in months water is applied, with the following exception:

a. During winter shutdown.

2. Payment: Unit price offered in Price Schedule 1.

B. Dust Palliative:

1. Payment: Lump-sum price offered in Price Schedule 1.

1.02 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals

B. RSN 31 02 10-1, Dust Palliative Data:

1. Manufacturer’s product data.

2. Manufacturer’s certification that product meets specifications.

3. Manufacturer’s instructions.

4. Application rates, methods, and equipment to be used.

1.03 PROJECT CONDITIONS

A. Dust palliative is required to be used on unpaved access and haul roads.

PART 2 PRODUCTS

2.01 DUST PALLIATIVE

A. Magnesium Chloride or Calcium Chloride may be used:

1. Furnish either in liquid or dry powder.

2. Dry-weight content of magnesium chloride or calcium chloride: 94-percent minimum.

3. Application solution: 28-percent concentration, minimum.

B. Water:

Fresno Storage Division, Milk River Project, Montana Amendment No. 0001

Dust Abatement Revised 31 02 10 - 2

1. Required for mixing and application.

PART 3 EXECUTION

3.01 DUST PALLIATIVE PREPARATION

A. Access and haul roads surface preparation:

1. Shape and grade road surfaces.

2. Loosen non-paved roadway surfaces with rock rake or blade grader to depth of 1 to 2 inches.

3.02 DUST PALLIATIVE APPLICATION

A. Apply dust palliative to provide dust control and abatement during performance of work.

B. Equipment: Designed for uniform application on variable widths at predetermined rates.

C. Locations:

1. Access roads and haul roads.

2. Other areas as determined by COR.

D. Time:

1. Do not apply during rain.

2. Do not apply if rain is anticipated within four hours after application of treatment.

3. Do not apply to frozen ground.

E. Application rate:

1. In accordance with manufacturer’s recommendations and approved plan.

F. Compaction:

1. By equipment travel.

2. Keep traffic off treated surface until dust palliative has penetrated and cured enough to prevent excessive pickup under traffic.

3.03 APPLYING WATER FOR DUST ABATEMENT

A. Provide water in accordance with Section 01 51 00 - Temporary Utilities.

B. Provide means of conveying water to point of use and applying water.

C. Use pressure spray or distributor bar to apply water evenly.

Fresno Storage Division, Milk River Project, Montana Amendment No. 0001

Dust Abatement Revised 31 02 10 - 3

D. Apply water for dust abatement at beginning of the shift, middle of shift, end of shift, and when visible dust is present, or as determined by the COR.

E. Apply water to excavated surfaces within borrow area and stockpiles.

3.04 DUST CONTROL

A. Prevent, control, and abate dust pollution on Government property.

B. Provide labor, equipment, and materials, and use efficient methods to prevent dust nuisance or damage to persons, property, or activities, including, but not limited to, crops, orchards, cultivated fields, wildlife habitats, dwellings and residences, agricultural activities, recreational activities, traffic, and similar conditions.

C. Provide means for eliminating atmospheric discharges of dust during mixing, handling, and storing of cement, pozzolan, and concrete aggregate.

Fresno Storage Division, Milk River Project, Montana Amendment No. 0001

Dust Abatement Revised 31 02 10 - 4

This page intentionally left blank.

Fresno Storage Division, Milk River Project, Montana Amendment No. 0001

Drawings Revised 52 00 00 - 1

SECTION 52 00 00

DRAWINGS

PART 1 GENERAL

1.01 DISCREPANCIES, ERRORS, OR OMISSIONS

A. Inform the CO of discrepancies discovered on drawings in accordance with clause at FAR 52.236-21, Specifications and Drawings for Construction.

B. In accordance with clause at FAR 52.236-21, Specifications and Drawings for Construction, in case of discrepancies, written specifications take precedence over drawings unless otherwise specified.

1.02 PROJECT CONDITIONS

A. Where there are differences as determined by the CO between details and dimensions shown on drawings and details and dimensions of existing features at jobsite, use details and dimensions of existing features at jobsite.

1.03 INFORMATION DRAWINGS

A. Drawings marked "For Information Only" in the drawing list are included to show existing features about which knowledge is required to perform work under this contract.

These drawings do not show work to be performed under this contract.

B. If there are differences as determined by the CO between details and dimensions shown on these drawings and those of existing features at jobsite, use details and dimensions of existing features at jobsite.

1.04 STANDARD DRAWINGS

A. Standard drawings may show details which are not a part of work under this contract.

Disregard details shown on these drawings which are not applicable to work under this contract.

1.05 COPIES OF DRAWINGS

A. One set of full-size (22 inches by 34 inches) drawings, except standard drawings, will be furnished to the Contractor.

B. Upon request, additional half-size (11 inches by 17 inches) copies of standard drawings will be furnished to the Contractor.

Fresno Storage Division, Milk River Project, Montana Amendment No. 0001

Drawings Revised 52 00 00 - 2

1.06 LIST OF DRAWINGS

A. Drawings listed in Table 52 00 00A - List of Drawings, are made a part of Section C - Description/Specifications.

1.07 DRAWING NUMBERS IN NUMERICAL ORDER

A. Specification drawings are listed in numerical order in Table 52 00 00B - Drawings in Numerical Order.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

Table 52 00 00A - List of Drawings

Sheet No.

Drawing No. Title

General:

1 15-D-60001 Vicinity Map

2 15-D-60002 Existing Site Plan

3 15-600-60030 Survey Control – 2016

4 15-600-60031 Survey Control – 2016

5 15-D-60003 Plan – Contractor Use Areas

6 15-D-60023 North Borrow Area – Plan

7 15-D-60024 South Borrow Area – Plan

8 15-D-60005 Material Distribution Chart – Section

Civil:

9 15-D-60006 Initial Excavation – Plan

10 15-D-60007 Final Excavation – Plan

11 15-D-60026 Excavation Sections

12 15-D-60008 Spillway Excavation – Plan, Profile and Details

Fresno Storage Division, Milk River Project, Montana Amendment No. 0001

Drawings Revised 52 00 00 - 3

Table 52 00 00A - List of Drawings

Sheet No.

Drawing No. Title

13 15-D-60028 Right Abutment – Excavation Section and Details

14 15-D-60009 Toe Drain – Plan and Profile

15 15-D-60010 Vertical Sand Filter Trench – Plan and Profile

16 15-D-60011 Typical Buttress Fill – Sections

17 15-D-60012 Dam Crest and Toe Drain – Details

18 15-D-60013 Berm Fill – Plan and Profile

19 15-D-60014 Right Abutment – Fill Plan, Sections and Detail

20 15-D-60027 Left Abutment Fill – Plan and Section

21 15-D-60038 Toe Drain Outfall Channel – Plan, Profile, Sections, and Point Table

22 15-D-60035 Geotechnical Details – Typical Details

23 15-D-60016 Toe Drain Cleanout and Outfall – Plan, Sections, and Details

24 15-D-60029 Dewatering – Plan

25 15-D-60030 (Rev. 1)

Dewatering – Profile, Sections, and Details

26 15-D-60031 (Rev. 1)

Dewatering – Well Locations – Tables

27 15-D-60004 Instrumentation – Plans and Details

28 15-D-60037 Excavation – Instrumentation – Plan

29 15-D-60025 Finished Instrumentation Plan

30 15-D-60033 Bridge Approach Barrier – Plan, Section and Details

Structural:

31 15-D-60017 Outfall Inspection Well – Plans, Sections, and Detail

32 15-D-60020 Toe Drain Inspection Well – Section and Details

33 15-D-60019 Toe Drain Inspection Well and Flume Details – Plans, Sections, and Details

34 15-D-60015 Toe Drain Inspection Well & Outfall Inspection Well Slabs

– Plan and Section

Fresno Storage Division, Milk River Project, Montana Amendment No. 0001

Drawings Revised 52 00 00 - 4

Table 52 00 00A - List of Drawings

Sheet No.

Drawing No. Title

35 15-D-60018 Weir Box – Plans, Sections, and Details

36 15-D-60022 Weir Box Reinforcement – Plan and Sections

37 15-D-60021 Weir Box – Sections and Details

38 15-D-60032 Weir Box Reinforcement – Sections

Metalwork:

39 15-D-60036 Weir Box Aluminum Covers – Plan, Sections, and Detail

Informational:

40 16-D-46 Fresno Dam – General Plan and Sections

41 16-D-61 Fresno Dam – Spillway – Excavation Plan and Sections

42 16-D-124 Fresno Dam – Spillway – Right Stilling Pool Wall – Sta.

11+97.50 To Sta. 12+54.50

43 16-D-136 Fresno Dam – Spillway – Right Wall Footing – Upstream from Sta. 11+57.00

44 16-D-225 Fresno Dam – Spillway – Plan and Sections

45 16-D-257 Fresno Dam – Spillway – Side Walls – Sta. 10+35.50 To Sta. 11+17.00

46 16-D-259 Fresno Dam – Right and Left Walls – Sta. 11+17.00 to Sta.

11+97.50

47 16-D-282 Fresno Dam – Spillway – Right Inlet Wall – Sta. 8+77.50 To Sta. 10+35.50 – Concrete Details

48 15-D-289 Fresno Dam – Drainage Sump Pumping System – Plan and Section

49 16-D-439 Fresno Dam – Test Apparatus Installation

50 16-604-1 Fresno Dam – Earth Embankment – Parapet Wall and Curb

– General Plan and Sections

51 16-604-2 Fresno Dam – Earth Embankment – Parapet Details

Standard Drawings:

52 40-C-71 Enameled Weir Gages

53 40-D-6270 Stock Fencing – Woven or Barbed Wire – Steel Posts

Fresno Storage Division, Milk River Project, Montana Amendment No. 0001

Drawings Revised 52 00 00 - 5

Table 52 00 00A - List of Drawings

Sheet No.

Drawing No. Title

54 40-D-6591 Miscellaneous Metalwork – Side Mounted Pipe Guardrails

55 40-D-6604 Miscellaneous Metalwork – Ladder – Type 5

56 40-D-6720 Miscellaneous Metalwork – Cover for 36” or Less I.D. CMP

57 40-D-7016 Chain Link Fencing – Chain Link Fencing Requirements – Soil Installation

58 40-D-60003 Standard and Typical Designs – Concrete Outline and Reinforcement – General Notes for Concrete Outline and Reinforcement – Sheet 1 of 2

59 40-D-60004 Standard and Typical Designs – Concrete Outline and Reinforcement – Minimum Requirements for Detailing Reinforcement – Sheet 2 of 2

Table 52 00 00B - Drawings in Numerical Order

Drawing No. Sheet No.

15-D-

15-D-46 40

15-D-61 41

15-D-124 42

15-D-136 43

15-D-225 44

15-D-257 45

15-D-259 46

15-D-282 47

15-D-289 48

15-D-439 49

15-D-60001 1

15-D-60002 2

Fresno Storage Division, Milk River Project, Montana Amendment No. 0001

Drawings Revised 52 00 00 - 6

Table 52 00 00B - Drawings in Numerical Order

Drawing No. Sheet No.

15-D-60003 5

15-D-60004 27

15-D-60005 8

15-D-60006 9

15-D-60007 10

15-D-60008 12

15-D-60009 14

15-D-60010 15

15-D-60011 16

15-D-60012 17

15-D-60013 18

15-D-60014 19

15-D-60015 34

15-D-60016 23

15-D-60017 31

15-D-60018 35

15-D-60019 33

15-D-60020 32

15-D-60021 37

15-D-60022 36

15-D-60023 6

15-D-60024 7

15-D-60025 29

15-D-60026 11

15-D-60027 20

15-D-60028 13

Fresno Storage Division, Milk River Project, Montana Amendment No. 0001

Drawings Revised 52 00 00 - 7

Table 52 00 00B - Drawings in Numerical Order

Drawing No. Sheet No.

15-D-60029 24

15-D-60030 25

15-D-60031 26

15-D-60032 38

15-D-60033 30

15-D-60035 22

15-D-60036 39

15-D-60037 28

15-D-60038 21

15-600-1

15-600-60030 3

15-600-60031 4

15-604-

15-604-1 50

15-604-2 51

40-C-

40-C-71 52

40-D-

40-D-6270 53

40-D-6591 54

40-D-6604 55

40-D-6720 56

40-D-7016 57

40-D-60003 58

40-D-60004 59

Fresno Storage Division, Milk River Project, Montana Amendment No. 0001

Drawings Revised 52 00 00 - 8

1. Can calcium chloride be used as an alternative to magnesium chloride for dust palliative in Section 31 02 10?

A: Refer to revised Section 310210.

2. Is palliative required on county roads beyond construction areas? ie. Import haul roads?

A: No.

3. Plan sheet 15-D-60029 references Dewatering Profile, Sections, details and tables in drawings 15-D-0030 and 15-D-0031 but there are no provided details or tables within the drawings. Can this information be provided?

A: See revised drawings 15-D-60030 and 15-D-60031.

4. Section 01 51 00 mentions 3 phase power being available for Contractor’s use.

Please confirm who is responsible for the cost of power that is used.

A: Refer to revised Section 01 51 00.

5. Section I.28 limitation of funding depicts the following funding restrictions. Currently

$7 million available until Sept 30, 2023 with an additional 25% available Sept 30, 2023 (fiscal year 2024), 25% more available Sept 30, 2024 (Fiscal year 2025) with the balance being available after Sept 30, 2025. With the contract completion requirement being December of 2025, it appears a large portion of the funding will not be available until Sept 30, 2025 only leaving 3 months’ time prior to Contract

Completion. Based on a $50 million dollar project this would be equal to $18 million in funding not coming available until the last 3 months of work. It is unlike this amount of work can be completed in the last 3 months during late fall in Montana. Is it the intent that the Contractor finance a portion of the work to meet the schedule?

This is compounded when retainage (payment for technical data) of 10% is considered.

Clarification: based on the limitation of funds, it appears that there is a good portion that wouldn’t be available until October of 2025 which would be the very end of the project with not much work remaining. Our concern is based on the percentages, there wouldn’t be enough funding available up to this point. It might be more clear if you could put a dollar amount available per fiscal year instead of percentages. Just based on $50 million contract value, we are concerned that we would perform more work prior to funding being available for season 3.

Prospective Contractor Questions - Amendment No. 0001

A: Actual funding will be added as needed after award.

6. Please clarify the intent to meeting schedule vs. provide a Schedule of Values that is consistent with this clause as the two requirements appear to be in conflict. Could fixed dollar amounts for FY 2024/2025 be provided instead of % to aid in our evaluation.

A: Refer to specifications Section 013210, Paragraph 1.04 F. and Section H, Paragraph H.1.

7. Page L-20 states for the bond to be provided electronically, please confirm which volume this should be include with.

A: Refer to Section L, Paragraph L.21 - WBR 1452.215-81 Proposal Instructions.

8. Please provide instructions for what items are to be included with Volume III.

A: Refer to Section L, Paragraph L.21 - WBR 1452.215-81 Proposal Instructions.

9. Please provide CAD files to assist in quantity takeoff and breakdown for construction estimating. This request would be for linework contours for both existing ground surfaces and finish grade surfaces in .dwg format. If available, please provide .xml files for original ground and design surfaces.

A: The successful contractor will receive the AutoCAD files after award and submission of electronic media release.

10. Please confirm if this contract Exempt from the Montana 1% Gross Receipt Tax or if the Contractor need to pay this directly to the state.

A: Refer to FAR Clause 52.229-3: All offerors need to include all federal, state and local taxes in their proposed price.

11. The proposal documents state to use March 13, 2023 for a notice to proceed date.

During the virtual site visit held on 10/11/2022, it was said to anticipate a contract award on February 2, 2023 and notice to proceed on February 20, 2023. For clarification and proposal purposes, what dates shall be assumed for contract award and notice to proceed?

A: For proposal purposes, refer to Section L, Factor 1, Page L-23 for required dates.

12. a. CLIN 1-43, Please confirm square yards (SY) is the correct unit of measure (UM) and the quantity of 39,000.

b. If quantity and UM are confirmed, please define areas

A: The quantity and units are correct, and the area is defined in specifications

Section 32 10 16, Paragraph 1.01 B.1.a.

13. a. CLIN 1-46, Please confirm square yards (SY) is the correct unit of measure (UM) and the quantity of 39,000.

b. If quantity and UM of 16 are confirmed, please define areas.

A: The quantity and units are correct, and the area is defined in specifications

Section 32 12 20, Paragraph 1.05 A.

PRE-BID SITE VISIT ATTENDEE LIST

HELD ON OCTOBER 11, 2022 AT 0930

Name Company Email

Don Scott Cumulus don.scott@cumulus.com

Ed Hansen Ceccanti, Inc edh@ceccantiinc.com

Erik Kirsch

Casey Patterson NW Construction casey.patterson@nwconstruction.us

Jeff Neal Malcom Drilling Company jneal@malcomdrilling.com

Jennifer Koch Montana Civil Contractors accounting@montanacivil.com

Jim Moldovan Southland Holdings jmoldovan@southlandholdings.com

Jim Ouldhouse Martin Construction, Inc jouldhouse@martinnd.com

Mick Cannon Ceccanti, Inc mick@ceccantiinc.com

Mike Corcoran NW Construction mike.corcoran@nwconstruction.us

Neil VanAmburg NW Construction neil.vanamburg@nwconstruction.us

Nick Patch Prospect Construction, Inc npatch@prospectconst.com

Owen Strods Montana Civil Contractors owen@montanacivil.com

PS guest

Sean Rhodes Odin srhodes@odinconstruction.com

Sean Sahlberg Odin ssahlberg@odinconstruction.com

Sterling Shelton CA Murren sshelton@camurren.com

Steve Bennett RIZZO International, Inc - steve.bennett@rizzointl.com

Steven Artman Geo-Solutions sartman@geo-solutions.com

Tanner Rottrup Rain for Rent trottrup@rainforrent.com

Tino Maestas Odin tmaestas@odinconstruction.com mailto:steve.bennett@rizzointl.com