ITB 23-0416-01 Addendum 2.pdf

Purchasing Department 801 Pile St Suite 214

Clovis, NM 88101 Phone: (575) 935-4262

ADDENDUM NO. 2

FINISHED WATER 3B PIPELINE

ITB 23-0416-01

Date: May 24, 2023

TO WHOM IT MAY CONCERN:

The Eastern New Mexico Water Utility Authority (ENMWUA) is issuing an addendum for ITB 23-0416-01. Clarifications made to document ITB 23-0416-01 are listed below. It shall be the responsibility of the interested offerors to adhere to any changes or revisions to the ITB, as identified in this addendum no. 2. This documentation shall become permanent and made part of the department’s procurement file.

Response to Questions Received – see attached to this addendum.

Mandatory Pre-Bid Meeting Sign In Sheet – see attached to this addendum.

Revision to ITB 23-0416-01 Specifications (Volume 1)

Specification Section 00 41 13 BID FORM SUPPLEMENT 2 – UNIT PRICE BID SCHEDULE.

REVISED SUPPLEMENT 2 attached to this Addendum.

Electronic version of Unit Price Bid Schedule added to Bidders Library - Unit Price Bid Form FW3B - V2.xlsx

Specification Section 01 22 13 UNIT PRICE MEASUREMENT AND PAYMENT. REVISED section attached to this Addendum.

Specification Section 01 31 13 PROJECT COORDINATION. REVISED section attached to this Addendum.

Revision to ITB 23-0416-01 Specifications (Volume 2)

Specification Section 33 13 00 DISINFECTION OF WATER UTILITY DISTRIBUTION FACILITIES.

REVISED section attached to this Addendum.

If there are any questions or inquiries in relation to this Addendum, Offeror(s) may contact Jacquelynn Bowens 575-935-4262 or by email at Jbowens@enmwua.com.

mailto:Jbowens@enmwua.com

Response to Questions

Date of Issuance: 24-May-23

Owner: Eastern New Mexico Rural Water Utility Authority Owner's Contract No.: ITB 23-0416-01

Owner's Representative: Jacobs Engineering Owner’s Representative Project No.: D3299311

Project: Eastern New Mexico Rural Water System; Finished Water 3B Pipeline

Question # Date Question

Submitted Question Response

1 5/12/2023

WOULD CRISPIN, VALMATIC, GOLDEN ANDERSON, KENNEDY, OR M&H BUTTERFLY VALVES BE

ACCEPTABLE IF THSY ME THE BUTTERFLY VALVE SPECIFICATION?

Refer to the Contract Documents 00 72 00 General Conditions Paragraph 7.04.

2 5/12/2023

WOULD EAST JORDAN IRON, OR KENNEDY GATE VALVES BE ACCEPTABLE IF THEY MEET THE

GATE VALVE SPECIFICATION?

Refer to the Contract Documents 00 72 00 General Conditions Paragraph 7.04.

3 5/12/2023

WOULD CRISPIN COMBINATION AIR VALVE BE ACCWPTABLE IF THEY MEET THE COMBINATION

AIR VALVE SPECIFICATION?

Refer to the Contract Documents 00 72 00 General Conditions Paragraph 7.04.

4 5/17/2023

Spec Section 01 31 13 Par 1.06 Work Sequencing/Constraints. The contractor is allowed 20 working days for trench excavation and other ground disturbing activities. If the contractor works two locations simultaneously with in the area of concern will there need to be a second archaeologist and would the contractor have to pay the added expense?

Yes, a second archaeologist will be required for the second location.

Contractor will be required to pay the added expense if total working days exceeds 30 working days for clear/grub and trenching activities (for example if 1st archeologist is onsite for 16 working days and 2nd archeologist is onsite for 16 working days for 32 total working days, Contractor would be responsible to cover cost of 2 working days).

5 5/17/2023 Are there any Geotech reports for the areas from STA 245+00 to 378+00? The reports supplied with the bidding documents don’t seem to cover this area. Please refer to ENMWUA FW3B Pipeline - Geotechnical Data Report.

6 5/17/2023 Plan Sheet 31 of 72 note 4. Power pole relocation and contractor to pay ALL cost. Does this include the cost the power company has for the actual relocation by them? Yes.

7 5/17/2023 For the public bid opening will it be possible to have it virtually so that us out of town folks can attend?

Join on your computer, mobile app or room device Click here to join the meeting Meeting ID: 249 605 533 489 Passcode: tmHvjL Download Teams Join on the web Or call in (audio only) +1 323-433-2351,,710590753# United States, Los Angeles Phone Conference ID: 710 590 753#

Find a local number Reset PIN Learn More Meeting Options

8 5/17/2023

General Conditions 14.02B states that the Owner shall retain and pay for the services for the testing lab.

Supplementary Conditions 14.02B states that the Contractor shall retain and pay for the services for the testing lab. Spec Section 01 45 16.13 – 1.04B states the Owner’s testing agency will perform on-site soils, asphalt, and concrete testing services. Spec Section 31 23 23.15 – 3.14A states the field testing for construction QA/QC controls shall be performed by the Contractors. Can you please clarify who is responsible for the testing lab?

Supplementary Conditions 14.02B replaces General Conditions 14.02B.

Spec Section 01 45 16.13 – 1.04B - Owner’s Testing is for the sole of use of the Owner and does not replace the Contractor’s requirement for QC Testing. Spec Section 31 23 23.15 – 3.14A- Testing under this section is required for the contractor’s Quality Control.

9 5/17/2023 Spec Section 26 42 02 – 3.02B states to provide one anode every ductile iron pipe joint. Is this for the entire length of the project? Yes.

https://urldefense.com/v3/__https:/teams.microsoft.com/l/meetup-join/19*3ameeting_Njg4NDdjZDEtYjcxOS00Y2U0LTg3NjItYTk0YWJlMzQwZDBm*40thread.v2/0?context=*7b*22Tid*22*3a*22c054278a-0b10-4160-bc6d-3bab95cdf157*22*2c*22Oid*22*3a*223d159f13-91a5-430a-9089-35619881e3bb*22*7d__;JSUlJSUlJSUlJSUlJSUl!!B5cixuoO7ltTeg!G0yrGvIG-BGUryzqjk9kOIL-RDstueH4Cf4m5uJnatAST1uIFr9hzLaPg1WP0jJTKd0hr5hb4S0WKjk$ https://urldefense.com/v3/__https:/www.microsoft.com/en-us/microsoft-teams/download-app__;!!B5cixuoO7ltTeg!G0yrGvIG-BGUryzqjk9kOIL-RDstueH4Cf4m5uJnatAST1uIFr9hzLaPg1WP0jJTKd0hr5hb7dYHSG4$ https://urldefense.com/v3/__https:/www.microsoft.com/microsoft-teams/join-a-meeting__;!!B5cixuoO7ltTeg!G0yrGvIG-BGUryzqjk9kOIL-RDstueH4Cf4m5uJnatAST1uIFr9hzLaPg1WP0jJTKd0hr5hbzSBdJ9g$ https://urldefense.com/v3/__https:/dialin.teams.microsoft.com/2c4e4e2b-d2e6-4ace-b449-944259489219?id=710590753__;!!B5cixuoO7ltTeg!G0yrGvIG-BGUryzqjk9kOIL-RDstueH4Cf4m5uJnatAST1uIFr9hzLaPg1WP0jJTKd0hr5hbzG4cmMU$ https://urldefense.com/v3/__https:/dialin.teams.microsoft.com/usp/pstnconferencing__;!!B5cixuoO7ltTeg!G0yrGvIG-BGUryzqjk9kOIL-RDstueH4Cf4m5uJnatAST1uIFr9hzLaPg1WP0jJTKd0hr5hbocPWB6U$ https://urldefense.com/v3/__https:/aka.ms/JoinTeamsMeeting__;!!B5cixuoO7ltTeg!G0yrGvIG-BGUryzqjk9kOIL-RDstueH4Cf4m5uJnatAST1uIFr9hzLaPg1WP0jJTKd0hr5hbX3lnAGI$ https://urldefense.com/v3/__https:/teams.microsoft.com/meetingOptions/?organizerId=3d159f13-91a5-430a-9089-35619881e3bb&tenantId=c054278a-0b10-4160-bc6d-3bab95cdf157&threadId=19_meeting_Njg4NDdjZDEtYjcxOS00Y2U0LTg3NjItYTk0YWJlMzQwZDBm@thread.v2&messageId=0&language=en-US__;!!B5cixuoO7ltTeg!G0yrGvIG-BGUryzqjk9kOIL-RDstueH4Cf4m5uJnatAST1uIFr9hzLaPg1WP0jJTKd0hr5hbtsiO5xU$

10 5/17/2023 Also will anodes be required for the PVC option?

Yes, anodes will be required where restrained joint ductile iron pipe is shown on the drawings.

11 5/17/2023 Bid Item 29 – Waterline/Irrigation Line Relocations/Lowerings. What size of pipe should we anticipate for these? There would be a difference in pricing based on the size.

Assume pipe size of up to 22-inch and per the existing utilities in the project area.

12 5/17/2023

The valve is shown on the Portales Tank Flow Control Valve Vault drawing FW3B-SM-3 and specified in section 40 27 02.02. We are writing to see if VAG can be named in the specification by an addendum.

VAG is a leading supplier of Plunger Valves, manufactured in Mannheim, Germany, and we are supported locally by myself and our sales partner MISCO. The VAG Plunger Valve (RIKO) complies fully with the project specifications. I have attached an installation list showing VAG’s substantial experience with this product with many successful installations in service for 10+ years.

Refer to the Contract Documents 00 72 00 General Conditions Paragraph 7.04.

13 5/17/2023 Please can you provide unlocked bid docs or provide the pass code for full access electronically? No.

14 5/17/2023

Could you please upload UNLOCKED Specs, so that we could easily break up the Spec Book into individual sections? As it is currently we cannot extract pages, nor can we copy and paste text from the Specs in to Emails or any other Document. It just makes an already difficult job more difficult. No.

15 5/17/2023

Bid Alternate: Is the contractor required to bid on both the PVC and DIP options or is the contractor to select the option of their choice and bid only on that option? Is the intent to use the most cost effective option or are there other considerations?

Contractor may bid on only one option. REVISE 00 41 13 BID FORM Paragraph 5.3.5 to "Bidder may provide a bid on either Alternative 1 or Alternative 2".

16 5/17/2023 Confirm Unit for Bid Item 10, excel file shows 0. Should be LF.

See Addendum 2 - Specification 00 41 13 Bid Form Supplement 2 Unit Price Bid Schedule.

17 5/17/2023 There is a significant amount of asphalt roadway replacement required. Can a bid item be added for removal and replacement of asphalt? No.

18 5/17/2023 Bid item22 has a quantity of 40 LF for City of Portales, based on plan stationing this should be 80LF, please confirm.

No revision will be made; 40LF is in City of Portales and 40LF is in Roosevelt County.

19 5/17/2023 Bid item 22 has a quantity of 160LF for Roosevelt County, based on stationing 163LF is required, please confirm which is correct.

See Addendum 2 - Specification 00 41 13 Bid Form Supplement 2 Unit Price Bid Schedule.

20 5/17/2023 Can a bid item be added for the 36” Casing shown on sheet 41? No.

21 5/17/2023 Will the City od Portales drain the existing tank during the connection work? If so, how long can the tank remain offline? See Addendum 2 - Specification 01 31 13 PROJECT COORDINATION.

22 5/17/2023 Is the contractor going to be responsible for disinfecting the Portales tank after the connection is made?

Or will the City of Portales be responsible for this?

See Addendum 2 - Specification 01 22 13 UNIT PRICE MEASUREMENT AND PAYMENT and Addendum 2 - Specification 33 13 00

DISINFECTION OF WATER UTILITY DISTRIBUTION FACILITIES

23 5/18/2023 Was it the owner intent to use native material for trench backfill (above the pipe) in non-roadway excavations, and granular borrow for trench backfill under roadways? Please refer to Standard Details 3123-930 and 3123-930D.

24 5/18/2023 Will the owner provide and pay for water for this project? No.

25 5/18/2023 In the pre-bid meeting, it was mentioned that the pipe needed to be protected. What will be required for cover on stored materials?

See Specification 33 05 01 Conveyance Piping General Section 1.04 Delivery, Storage, and Handling.

Response to Questions

Date of Issuance: 24-May-23

Owner: Eastern New Mexico Rural Water Utility Authority Owner's Contract No.: ITB 23-0416-01

Owner's Representative: Jacobs Engineering Owner’s Representative Project No.: D3299311

Project: Eastern New Mexico Rural Water System; Finished Water 3B Pipeline

Question # Date Question

Submitted Question Response

26 5/18/2023

For Alternative 2 – PVC, can PVC with external joint restraints be acceptable in lieu of the DIP sections?

We have spoken to multiple suppliers and 20” DIP is still an extremely long lead time item and PVC has been much more readily available. This substitution would greatly benefit the timeline on the schedule. No.

27 5/18/2023 Will the contractor be allowed to connect to an existing water source to test and disinfect the installed water line or will the contractor be required to truck water to fill and test the line?

Yes, contractor will be allowed to connect to an existing water source as long as it meets the Contract Document requirements.

28 5/18/2023 Will the contractor be allowed to dispose of testing water on-site? Yes.

29 5/16/2023

My name is Pricella Andrew, and I am working on getting Thalle registered with the New Mexico Department of Workforce solution. It has rejected my attempts to register because of the following reasons.

Errors You are not required to register at this time. Return and register once employment begins. (39)

• We are not actively working in New Mexico

• I do not have a start date for working

• I have no employees in New Mexico

• I have not paid wages in New Mexico.

I have our NEW Mexico license and I have my Tax registration certificate. This group is for unemployment payment, not Workman Comp. So, providing a COI for WC is not part of the process.

Can you let me know if I can’t register Thalle registered until 10 days before we start work ( That is one of the requirements ) Can we use our New Mexico Tax ID ? If not, what are my other options , or do you know a way to get a temporary Workforce account? Thanks for your help

Please contact Brad Brister, NMDWS, Brad.Brister@state.nm.us, (505) 252-7161

30 5/10/2023

We have a request regarding access to the bid docs. The pdf files are passcode protected which prevents any manipulation of the bid docs. Please can you provide unlocked bid docs or provide the pass code for full access electronically? This helps with highlighting, sharing, bookmarking, commenting, etc. This also prevents a lot of unnecessary paper consumption. No.

31 5/23/2023

For the Affidavit of Non-Collusion, does this form have to be notarized out of New Mexico notary or can we use another state notary? If so, can we just one-line that section? We are bidding from an office in Texas an our corporate office is in North Carolina. You can use another state notary and one-line that section.

Response to Questions

Date of Issuance: 24-May-23

Owner: Eastern New Mexico Rural Water Utility Authority Owner's Contract No.: ITB 23-0416-01

Owner's Representative: Jacobs Engineering Owner’s Representative Project No.: D3299311

Project: Eastern New Mexico Rural Water System; Finished Water 3B Pipeline

Question # Date Question

Submitted Question Response

Estimated

Quantity Bid Unit Price

Extended Bid Unit

Price

Estimated

Quantity Bid Unit Price

Extended Bid Unit

Price

Estimated

Quantity Bid Unit Price

Extended Bid Unit

Price

Estimated

Quantity Bid Unit Price

Extended Bid Unit

Price

Pre-Mobilization

LS 1 1 1 1

Mobilization

LS 1 1 1 1

Demobilization/Final Completion

LS 1 1 1 1

Traffic Control

LS 1 1 1 1

Temporary Environmental Controls

LS 1 1 1 1

Work Limit Fencing - Orange/Chain Link

LF 36,891 6,328 36,891 6,328

Work Limit Fencing - Barbed Wire

LF 14,608 - 14,608 -

Work Limit Preparation - Open Country and Paved Areas LF 25,749 3,164 25,749 3,164

Utility Locates/Investigation

EACH 33 25 33 25

20-Inch PVC Production DR18

LF - - 21,093 1,383

20-Inch DIP Production

LF 25,515 3,204 4,422 1,821

6-Inch DIP Production

LF 437 - 437 -

Pipe Installation

LF 25,952 3,204 25,952 3,204

Dewatering

LF 2,000 500 2,000 500

Foundation Stabilization

CY 500 300 500 300

CLSM (Type J) Bedding and Pipe Zone

Material LF 3,503 818 3,503 818

Granular (Type F) Bedding and Pipe Zone

Material LF 22,246 2,346 22,246 2,346

CARV Vault

EACH 3 - 3 -

Blowoff Assembly

EACH 3 - 3 -

Portales Flow Control Valve Vault and Tank

Connection LS - 1 - 1

Elida Turnout Vault

LS 1 - 1 -

Pipeline Trenchless Crossings

LF 203 40 203 40

Test Stations

EACH 35 20 48 20

Fiber Optic Conduit/Handholes

LF 25,952 3,204 25,952 3,204

Restoration of Non-Agricultural and

Agricultural Areas LF 21,549 2,350 21,549 2,350

Restoration of Gravel and Paved Roads

LF 4,200 814 4,200 814

Hydrostatic Testing

LS 1 1 1 1

As-Built Pipeline Survey

LF 25,952 3,204 25,952 3,204

Waterline/Irrigation Line

Relocations/Lowerings EACH 5 5 5 5

FW3B Line Lowering Material

EACH 2 1 2 1

FW3B Line Lowering Install

EACH 2 1 2 1

Total Bid (including NMGRT)

Total Extended Unit Bid Prices

New Mexico Gross Receipts Tax (NMGRT) Based on Total Extended Unit Bid Price

(Roosevelt County Rate 6.5000%)

New Mexico Gross Receipts Tax (NMGRT) Based on Total Extended Unit Bid Price

(City of Portales Rate 8.0625%)

Eastern New Mexico Rural Water System Project

Finished Water 3B Pipeline Alternatives - Unit Price Bid Schedule

BID FORM 00 41 13 - Supplement 2

Item

No.

Description Unit

Alternative 1 - Ductile Iron Pipe Alternative 2 - Polyvinyl Chloride Pipe

Roosevelt County City of Portales

Total

Roosevelt County City of Portales

Total

PW\WBG\199704C\199704G FW3B UNIT PRICE MEASUREMENT

APRILMAY 24, 2023 AND PAYMENT

©COPYRIGHT 2023 JACOBS 01 22 13 – 1

ADDENDUM NO. 2

SECTION 01 22 13

UNIT PRICE MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.01 SUBMITTALS

A. Schedule of Values.

B. Schedule of Estimated Progress Payments:

1. Submit with initially acceptable Schedule of Values.

2. Submit adjustments thereto with each monthly Application for Payment.

C. Application for Payment.

D. Final Application for Payment.

1.02 SCHEDULE OF VALUES

A. Prepare a separate Schedule of Values for payment of pay items for Engineer approval.

B. Upon request of Engineer, provide documentation to support the accuracy of the Schedule of Values.

C. Unit Price Work: Reflect unit price quantity and price breakdown from conformed Bid Form.

D. Lump Sum Work:

1. Reflect schedule of values format included in conformed Bid Form.

2. Reflect specified contingency allowances and alternates, as applicable.

3. List Bonds and insurance premiums, mobilization, demobilization, preliminary and detailed progress schedule preparation, equipment testing, facility startup, and contract closeout separately.

4. Breakdown by Division 02 through Division 49 with appropriate subdivision of each Specification.

5. No more than 2.5 percent of the construction value may be invoiced prior to acceptance of the Schedule of Values.

E. An unbalanced or front-end loaded schedule will not be acceptable.

F. Summation of the complete Schedule of Values representing the Work shall equal the Contract Price.

UNIT PRICE MEASUREMENT PW\WBG\199704C\199704G FW3B

AND PAYMENT APRILMAY 24, 2023

01 22 13 - 2 ©COPYRIGHT 2023 JACOBS

ADDENDUM NO. 2

1.03 SCHEDULE OF ESTIMATED PROGRESS PAYMENTS

A. Show estimated payment requests throughout Contract Times aggregating to initial Contract Price.

B. Base estimated progress payments on initially acceptable progress schedule.

Adjust to reflect subsequent adjustments in progress schedule and Contract Price as reflected by modifications to the Contract Documents.

C. Notice of Extended Payment Provision: This contract allows the Owner to make payment within 45 days after submission of an undisputed request for payment.

1.04 APPLICATION FOR PAYMENT

A. Transmittal Summary Form: Attach one Summary Form with each detailed Application for Payment for each schedule. Execute certification by an authorized officer of Contractor.

B. Use detailed Summary Form and Application for Payment Form approved by Engineer.

C. Provide separate form for each schedule as applicable.

D. Include accepted Schedule of Values for each schedule or portion of lump sum Work and unit price breakdown for the Work to be paid on a unit priced basis.

E. Include separate line item for each Change Order and Work Change Directive executed prior to date of submission. Provide further breakdown of such as requested by Engineer.

F. Preparation:

1. Round values to nearest dollar.

2. Submit Application for Payment, including a Transmittal Summary

Form and detailed Application for Payment Form(s) for each schedule as applicable, a listing of materials on hand for each schedule as applicable, and such supporting data as may be requested by Engineer.

G. Releases or Waivers of Liens and Claims: As required in General Conditions are required to be submitted monthly along with the Application for Payment.

©COPYRIGHT 2023 JACOBS 01 22 13 – 3

ADDENDUM NO. 2

H. Monthly detailed progress schedule to be submitted and approved in accordance with Section 01 32 00, Construction Progress Documentation, prior to the submittal of an Application for Payment.

I. Prior to submitting each Application for Payment, request Engineer’s review and approval of current status of record documents in accordance with Section 01 77 00, Closeout Procedures. Failure to properly maintain, update, and submit record documents may result in a deferral by Engineer to recommend whole or any part of Contractor’s Application for Payment, either partial or final.

J. Prior to submitting each Application for Payment, request Engineer’s review and approval of Submittal Log status in accordance with Section 01 33 00, Submittal Procedures.

1.05 MEASUREMENT—GENERAL

A. If the quantity of a unit priced item varies by more than 25 percent above or below the quantity indicated in the Schedule of Unit Prices, and this variance to the associated Extended Bid Unit Price causes the total Contract Price to vary by more than 2 percent of the total Contract amount, the Contractor, Owner, or Engineer may request an equitable adjustment in the unit price of the item. The requesting party shall provide documentation as to why the cost should be adjusted and by how much. If the other parties deny the adjustment the requesting party may file a claim under the Contract Agreement as applicable.

B. Weighing, measuring, and metering devices used to measure quantity of materials for Work shall be suitable for purpose intended and conform to tolerances and specifications as specified in National Institute of Standards and Technology, Handbook 44.

C. Whenever pay quantities of material are determined by weight, weigh material on scales furnished by Contractor. Weight must be certified accurate by the responsible agency. Obtain weight or load slip from weigher and deliver to Engineer at point of delivery of material.

01 22 13 - 4 ©COPYRIGHT 2023 JACOBS

ADDENDUM NO. 2

D. If material is shipped by rail, car weights will be accepted provided that actual weight of material only will be paid for and not minimum car weight used for assessing freight tariff, and provided further that car weights will not be acceptable for material to be passed through mixing plants.

E. Weigh vehicles empty used to haul material being paid for by weight daily with full fuel tanks and at such additional times as required by Engineer. Each vehicle shall bear a plainly legible identification mark.

F. Measure in place those materials that are specified for measurement by cubic yard.

G. Units of measure shown on Bid Form to be as follows, unless specified otherwise.

Item Method of Measurement

CY Cubic Yards—Field Measure of volume by Engineer using mean length, width or radius, and depth

EA Each—Field Count by Engineer

LF Linear Foot—Field Measure by Engineer to the nearest whole foot or calculated from horizontal pipeline stationing shown on Drawings.

LS Lump Sum—Unit is one; no measurement will be made TN Ton—Weight measure by load ticket from certified scale

(2,000 pounds) MO Month—Measurement is by 1 calendar month

1.06 PAYMENT

A. General: The date for Contractor’s submission of monthly Application for Payment shall be established at the Preconstruction Conference.

B. Work Item Descriptions: Work item descriptions are provided below for the work items listed in Payment Schedule. The price bid for each work item shall cover costs in connection with the Work, including furnishing labor, services, materials, equipment, supplies, and appurtenances; providing construction equipment and tools; performing necessary labor and supervision to fully complete the Work as described and specified in the Contract Documents; and overhead and profit. Related work not specifically identified in the work item descriptions is considered incidental and a subsidiary obligation of the Contractor and costs in connection therewith shall be included in the price bid for work items. Typical incidental items may include, but are not limited to, construction administration, communications, and coordination with Owner, ©COPYRIGHT 2023 JACOBS 01 22 13 – 5

ADDENDUM NO. 2

Engineer, land owners, regulatory agencies, and other stakeholders, and quality control.

No. Item Description Payment

1 Pre- Mobilization

(LS)

Lump Sum Price bid includes costs for Pre- Mobilization tasks as specified in Section 01 50 00, Temporary Facilities and Controls. Pre-Mobilization is limited to a maximum of 3 percent of the total bid for the Construction Phase.

Payment will be made for bonds and insurance based on documentation provided and payment will be made for other pre-mobilization effort in equal monthly installments over period between Pre- Mobilization and Mobilization based on Contractor’s preliminary schedule.

2 Mobilization

(LS)

Lump Sum Price bid includes costs for initial general condition items. These items include, but are not limited to, Mobilization, installation of Engineer’s field office, and other required preconstruction tasks as specified in Section 01 50 00, Temporary Facilities and Controls, as the Contractor’s onsite construction operations begin.

Mobilization is limited to a maximum of 2 percent of the total bid for the Construction Phase.

Payment will be made when mobilization is complete.

3 Demobilization /Final

Completion

(LS)

Lump Sum Price bid includes moving equipment out, removal of Engineer’s field office, permit close out, punch list walkthrough, final walk through, and achievement of final completion.

Demobilization/Final Completion is limited to a minimum of 2 percent of the total bid for the Construction Phase.

Payment will be made when demobilization is complete and final completion is achieved.

4 Traffic Control

(LS)

Lump Sum Price bid includes costs for traffic control, complete; including developing traffic control plan, furnishing materials for implementing and monitoring the traffic control plan, and conformance to applicable permit and Specification requirements.

Lump sum payment will be distributed in equal monthly installments over the Contract Times stated in the Agreement.

01 22 13 - 6 ©COPYRIGHT 2023 JACOBS

ADDENDUM NO. 2

No. Item Description Payment

5 Temporary Environmental Controls (LS)

Lump Sum Price bid includes costs for storm water, sediment, erosion control, asbestos hazard control activities, and dust control measures, complete; including installing, maintaining, and removing storm water, sediment, and soil erosion stabilization and sedimentation control; temporary seeding;

implementing and monitoring the Storm Water Management Plan; implementing and maintaining dust control measures including, but not limited to, application of tackifier during construction for dust control, water, vehicle tracking control, sweeping paved streets, implementing and monitoring specified plans, asbestos hazard control activities, and conformance to applicable permit and Specification requirements.

Lump sum payment will be distributed in equal monthly installments over the Contract Times stated in the Agreement.

6 Work Limit Fencing –

Orange/Chain Link (LF)

Unit Price bid includes costs for furnishing, installing, maintaining, and removing work limit chain link or orange safety fencing and associated gates as indicated, complete.

Payment will be based on the linear feet installed along Work Limits, not on additional fencing required for protection of existing features, maintenance, repair, or replacement.

7 Work Limit Fencing –

Barbed Wire

(LF)

Unit Price bid includes costs for furnishing, installing, maintaining, and removing work limit barbed wire fencing and associated gates as indicated, complete.

Payment will be based on the linear feet installed along Work Limits, not on additional fencing required for protection of existing features, maintenance, repair, or replacement.

©COPYRIGHT 2023 JACOBS 01 22 13 – 7

ADDENDUM NO. 2

No. Item Description Payment

8 Work Limits Preparation – Open Country and Paved Areas (LF)

Unit Price bid for open country includes costs for clearing, grubbing, demolition, topsoil stripping and stockpiling, site preparation, grading, removal and replacement of existing fences, gates, and other infrastructure as indicated, construction and removal of temporary roads and staging areas, and constructing and maintaining paved and gravel construction entrances, complete. Unit Price bid for paved areas includes costs for pavement removal, site preparation, removal of existing fences, gates, and other infrastructure as indicated, construction and removal of temporary roads and staging areas, and constructing and maintaining paved and gravel construction entrances, complete.

Payment will be based on the linear feet of Work Limits prepared based on pipeline stationing.

9 Utility Locates/ Investigation

(EA)

Unit price bid includes costs for utility locates/investigation within project work limits, submission of pothole plan to Engineer for review, and pothole utilities crossing the pipeline and paralleling the pipeline, complete. Utility locates and potholing will be required for any utilities.

Payment will be made when utility locates/ investigation is complete, and payment will be per pothole completed.

10 20-Inch PVC Production

DR18 (LF)

Unit Price bid includes production of 20-inch polyvinyl chloride pipe and fittings complete in accordance with Section 33 05 01.09, Polyvinyl Chloride (PVC) Pressure Pipe and Fittings, and as indicated on Drawings;

including manufacturing, factory testing, certification, storage, and delivery to Site.

Payment will be based on pipeline stationing of pipe delivered to Site.

11 20-Inch DIP Production

(LF)

Unit Price bid includes production of restrained and unrestrained joint 20-inch ductile iron pipe and fittings with lining and coating complete in accordance with Section 33 05 01.02, Ductile Iron Pipe and Fittings, and as indicated on Drawings;

including manufacturing, factory testing, certification, storage, and delivery to Site.

Payment will be based on pipeline stationing of pipe delivered to Site.

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ADDENDUM NO. 2

No. Item Description Payment

12 6-Inch DIP Production

(LF)

Unit Price bid includes production of restrained joint 6-inch ductile iron pipe and fittings with lining and coating complete in accordance with Section 33 05 01.02, Ductile Iron Pipe and Fittings, and as indicated on Drawings; including manufacturing, factory testing, certification, storage, and delivery to Site.

Payment will be based on pipeline stationing of pipe delivered to Site.

13 Pipe Installation

(LF)

Unit Price bid includes installing polyvinyl chloride pipe, ductile iron pipe and fittings complete, including trench excavation, shoring, pipe laying, field testing, backfilling (not including bedding and pipe zone), removal and disposal of excess soil, soil compaction, open excavation fencing, connections, crossing and protection of utilities, pipeline markers, tracer wire and tracer wire terminals, cattle guards, and material and installation of CLSM trench plugs. For trenchless and open cut installations unit price bid includes carrier pipe installation, carrier pipe supports, and backfill grouting of annular space. For ductile iron pipe only unit price bid includes cathodic protection system (galvanic anodes, etc.) and AC mitigation system excluding Cathodic Protection Test Stations.

Payment will be based on pipeline stationing of pipe installed, backfilled, and lined.

14 Dewatering

(LF)

Unit Price bid includes control and disposal of groundwater or groundwater mixed with stormwater from excavated areas within trench requiring dewatering in accordance with the Contract Documents, applicable regulations, and permit requirements, complete.

Payment will be based on pipeline stationing requiring dewatering after dewatering is complete.

15 Foundation Stabilization

(CY)

Unit Bid Price includes removal and disposal of unsuitable material, as directed by the Engineer, and replacement with Foundation Stabilization material, complete.

Payment will be made on volume of unsuitable material removed as determined by field measurement and replacement with foundation stabilization material.

©COPYRIGHT 2023 JACOBS 01 22 13 – 9

ADDENDUM NO. 2

No. Item Description Payment

16 CLSM (Type J) Bedding and

Pipe Zone Material (LF)

Unit Price bid includes furnishing and installing controlled low strength material (CLSM) Type J, within the bedding and pipe zone areas, and concrete encasement, complete.

Payment will be CLSM installed based on pipeline stationing.

17 Granular (Type F)

Bedding and Pipe Zone

Material (LF)

Unit Price bid includes furnishing and installing bedding and pipe zone material Type F within the pipe bedding and pipe zone areas, complete.

Payment will be bedding and pipe zone material installed based on pipeline stationing.

18 CARV Vault –

(EA)

Unit Price bid includes installing CARVs and Type II vault, complete; including, furnishing and installing valves, concrete, exterior water proofing, access hatches, miscellaneous metals, miscellaneous piping, appurtenances, vent piping, excavation, drain rock, CLSM, imported fill, backfilling, compaction, control of stormwater, zinc ribbon grounding mats, chain link fence and gate materials and installation, surveying, purchase and installation of temporary spool pieces (if necessary for schedule) in place of valves, removal of temporary spool pieces and replacement with valves, and any other work and appurtenances needed to construct the CARV assembly.

Payment will be made based on number of CARV vaults completed.

19 Blowoff Assembly (EA)

Unit Price bid includes costs for furnishing and installing Blowoff Assemblies complete;

including, furnishing and installing valves, concrete, exterior waterproofing, miscellaneous metals, manhole, blowoff piping and fittings, pump well, excavation, bedding, CLSM, backfilling, compaction, control of stormwater, zinc ribbon grounding mats, chain link fence and gate materials and installation, testing, restoration, surveying, purchase and installation of temporary spool pieces (if necessary for schedule) in place of valves, removal of temporary spool pieces and replacement with valves, and any other work and appurtenances needed to construct the blowoff assembly.

Payment will be made based on the number of blowoff assemblies completed.

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ADDENDUM NO. 2

No. Item Description Payment

20 Portales Flow Control Valve

Vault and Tank Connection

(LS)

Lump Sum Price bid includes installing flow control valve vault, complete; including, furnishing and installing valves, meter, concrete, exterior water proofing, access hatches, miscellaneous metals, buried and exposed piping, miscellaneous piping, appurtenances, vent piping, manhole, blowoff piping and fittings, pump well, excavation, drain rock, CLSM, imported fill, backfilling, compaction, control of stormwater, rip rap, culvert, driveway and other site improvements, zinc ribbon grounding mats, electrical, secondary power provided to vault, electrical system testing, instrumentation and controls, I&C and SCADA testing, surveying, draining of Portales Finished Water Tank, disinfecting Portales Finished Water Tank,[ADD 2] and any other work and appurtenances needed to construct the valve vault, chain link fence and gate materials and installation, surveying, purchase and installation of temporary spool pieces (if necessary for schedule) in place of valves, removal of temporary spool pieces and replacement with valves, and any other work and appurtenances needed to construct the valve vault. Lump sum price bid includes 16-inch diameter piping outside of the vault, 20-inch diameter piping between the vault and tank connection, and tank connection complete in place.

Payment will be made on the vault completion.

©COPYRIGHT 2023 JACOBS 01 22 13 – 11

ADDENDUM NO. 2

No. Item Description Payment

21 Elida Turnout Vault (LS)

Lump Sum Price bid includes installing valve vault, complete; including, furnishing and installing valves, concrete, exterior water proofing, access hatches, miscellaneous metals, buried and exposed piping, miscellaneous piping, appurtenances, vent piping, excavation, drain rock, geotextile, bedding, soil, subgrade preparation, topsoil, and installation, CLSM, imported fill, backfilling, compaction, control of stormwater, chain link fence and gate materials and installation, surveying, purchase and installation of temporary spool pieces (if necessary for schedule) in place of valves, removal of temporary spool pieces and replacement with valves, and any other work and appurtenances needed to construct the valve vault.

Payment will be made on the vault completion.

22 Pipeline Trenchless

Crossing (LF)

Unit Price bid includes costs for tunneled crossings at NM State Highway 467 and E. Spruce Street, complete; including boring, jacking, casing pipe material, casing pipe installation, excavations for installation, disposal of excess excavation/boring material, monitoring, shoring, and contact grouting.

Payment will be based on pipeline stationing of trenchless crossings installed.

23 Test Stations

(EA)

Unit Price bid includes furnishing and installing test stations, cattle guards, complete; including excavation.

Payment will be based on number of test stations installed.

24 Fiber Optic Conduit (LF)

Unit Price bid includes furnishing, installing, and testing two 1-1/4-inch fiber optic conduits, complete; including excavation, and furnishing and installing fiber optic handholes, marker posts, cattle guards, complete; including excavation.

Payment will be length of fiber optic lines completed based on pipeline stationing.

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ADDENDUM NO. 2

No. Item Description Payment

25 Restoration of Non-

Agricultural and

Agricultural Areas (LF)

Unit Price bid includes restoration of agricultural and non-agricultural disturbed areas, complete; including final grading, replacement of topsoil, replacement of existing fences and gates, installation of new fences and gates, installation of drainage improvements, soil and seed bed preparation, furnishing and installing permanent seed, mulch, successful re-establishment of vegetation cover, disposal of excess excavated materials and conformance to applicable permit requirements.

Payment will be length of restoration of disturbed and agricultural areas completed based on pipeline stationing.

26 Restoration of Gravel and

Paved Roads

(LF)

Unit Price bid includes restoration of gravel and paved roads, complete; including road removal and disposal, replacing existing roadways impacted by construction and areas of roadway damaged by construction to preconstruction conditions or local jurisdictional standards, whichever is more stringent and replacement of existing fences and gates, installation of new fences and gates, and installation of drainage improvements. Unit Price bid includes concrete sidewalks and curb and gutter.

Payment will be length of restoration of gravel and paved roads completed based on pipeline stationing.

27 Hydrostatic Testing (LS)

Lump Sum Price bid includes costs for hydrostatic testing and draining of test water, complete; including materials, water, equipment, installation and removal of temporary BMPs, disposal of water, treatment of water if required, site restoration, work for testing and draining the pipeline and appurtenances, and any additional mobilizations.

Payment will be made after successful Hydrostatic Test and after disposal of water complete.

28 As-Built Pipeline Survey

(LF)

Unit Price bid includes costs for survey of the pipeline, appurtenances, and fiber optic handholes complete, in accordance with Section 01 12 00, Surveying.

Payment will be length of survey completed based on the pipeline stationing.

29 Waterline/ Irrigation Line Relocations/ Lowerings

(EA)

Unit Price bid includes costs for relocating/lowering of existing water and irrigation water pipelines, complete.

Payment will be based on the number of relocations/lowerings complete.

©COPYRIGHT 2023 JACOBS 01 22 13 – 13

ADDENDUM NO. 2

No. Item Description Payment

30 FW3B Line Lowering

Material (EA)

Unit Price bid includes cost to purchase 4 –

22.5 degree restrained joint DIP bends (20-inch diameter), 7-20 foot joints of 20-inch diameter restrained joint pipe, 4 Mechanical Wedge Action Type Joints, and material to be ordered with original DIP order. If material is not used during construction, it will be delivered to a location in Clovis, NM designated by the Owner.

Payment will be based on material delivered to Site.

31 FW3B Line Lowering

Install (EA)

Unit Price bid includes cost to install 4 –

22.5 degree bends and up to 140 linear feet of 20-inch diameter restrained joint pipe at additional depth.

Payment will be based on the number of lowerings install complete.

1.07 NONPAYMENT FOR REJECTED OR UNUSED PRODUCTS

A. Payment will not be made for following:

1. Loading, hauling, and disposing of rejected material.

2. Quantities of material wasted or disposed of in manner not called for under Contract Documents.

3. Rejected loads of material, including material rejected after it has been placed by reason of failure of Contractor to conform to provisions of Contract Documents.

4. Material not unloaded from transporting vehicle.

5. Defective Work not accepted by Owner.

6. Material remaining on hand after completion of Work.

1.08 PARTIAL PAYMENT FOR STORED MATERIALS AND EQUIPMENT

A. Partial Payment: Partial payments will be made for materials and equipment delivered to the site or stored within the work limits with the condition that Shop Drawings and preliminary operation and maintenance data is acceptable to Engineer.

B. Final Payment: Will be made only for products incorporated in Work;

remaining products, for which partial payments have been made, shall revert to Contractor unless otherwise agreed, and partial payments made for those items will be deducted from final payment.

01 22 13 - 14 ©COPYRIGHT 2023 JACOBS

ADDENDUM NO. 2

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

PW\WBG\199704C\199704G FW3B PROJECT COORDINATION

APRILMAY 24, 2023 01 31 13 - 1

©COPYRIGHT 2023 JACOBS ADDENDUM NO. 2

SECTION 01 31 13

PROJECT COORDINATION

PART 1 GENERAL

1.01 SUBMITTALS

A. Informational: Source of water for construction, hydrostatic testing, and revegetation.

1.02 RELATED WORK AT SITE

A. General:

1. Other work that is either directly or indirectly related to scheduled performance of the Work under these Contract Documents, listed henceforth, is anticipated to be performed at Site by others.

2. Coordinate the Work of these Contract Documents with work of others as specified in General Conditions.

3. Include sequencing constraints specified herein as a part of Progress Schedule.

B. Other Contractors:

1. Other contractors may be in the vicinity of the Project Site. Coordinate the Work of these Contract Documents with work of others as specified in the General Conditions. Other work in the vicinity of this project Site includes, but is not limited to:

a. Construction of adjacent reaches of the ENMRWS pipeline.

b. Construction of electrical distribution system (primary power) by

Others.

c. Construction of solar farms by others.

1.03 UTILITY NOTIFICATION AND COORDINATION

A. Coordinate the Work, including, but not limited to, crossing requirements, excavation requirements, utility support during Work, excavation and backfill requirements, coordination during construction and onsite inspection by utility owners, and marking tape requirements with various utilities within Project limits. Notify applicable utilities prior to commencing Work, if damage occurs, or if conflicts or emergencies arise during the Work. Contact New Mexico “One Call” 811 (call (800) 321-2537 or 811) 3 business days prior to any excavation.

PROJECT COORDINATION PW\WBG\199704C\199704G FW3B

01 31 13 - 2 APRILMAY 24, 2023

ADDENDUM NO. 2 ©COPYRIGHT 2023 JACOBS

B. The following is a listing of contacts for the project, known utility owners and governing jurisdictions in the project area:

1. Eastern New Mexico Water Utility Authority:

a. Contact Person: Orlando Ortega.

b. Telephone: (575) 935-4262.

c. Email: oortega@enmwua.com.

2. Engineer:

a. Contact Person: Jim Honea.

b. Telephone: (505) 463-3909.

c. Email: jim.honea@jacobs.com.

3. Power Companies:

a. Farmers Electric:

1) Contact Person: Michael McCord.

2) Telephone: (575) 762-4466.

3) Email: Michael@fecnm.org.

b. Xcel:

1) Contact Person: Emerald Messo.

2) Telephone: (806) 378-5441.

3) Email: Emerald.Messo@xcelenergy.com.

c. Roosevelt County Electric Coop:

1) Contact Person: Eric Segovia.

2) Telephone: (575) 356-4491.

3) Email: [ ].

4. Fiber Optics/Telephone:

a. Plateau Telecommunications:

1) Contact Person: Bobby Russel.

2) Telephone: (575) 799-7894.

3) Email: bobbyr@plateautel.com.

b. Yucca Telecommunications:

1) Contact Person: Mike Joiner.

2) Telephone: [ ].

3) Email: mjoiner@yuccatelecom.com.

c. Century Link:

1) Contact Person: Tony Eimen.

2) Telephone: (575) 762-1126.

3) Email: anthony.eimen@centurylink.com.

5. Water/Sewer:

a. Portales, NM:

1) Contact Person: John DeSha.

2) Telephone: (575) 356-3158.

3) Email: jdesha@portalesnm.gov.

b. Roosevelt Water Co.:

1) Contact Person: Ursula Parker.

2) Telephone: (505) 356-6808.

3) Email:[ ].

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©COPYRIGHT 2023 JACOBS ADDENDUM NO. 2

6. Gas:

a. New Mexico Gas Company:

1) Contact Person: Dustin Siliceo.

2) Telephone: (575) 763-8439.

3) Email: Dustin.Siliceo@nmgco.com.

b. Transwestern Pipeline Company, LLC

1) Contact Person: Jeff Harris.

2) Telephone: (505) 217-8440.

3) Email: Jeff.harris@energytransfer.com.

7. Roads:

a. New Mexico Department of Transportation:

1) Contact Person: Rebecca Turner.

2) Telephone: (575) 637-7218.

3) Email: rebecca.turner@state.nm.us.

b. Roosevelt County:

1) Contact Person: Ricky Lovato.

2) Telephone: (575) 356-5942.

3) Email: rcrd@rooseveltcounty.com.

c. Portales, NM:

1) Contact Person: John DeSha.

2) Telephone: (575) 356-3158.

3) Email: jdesha@portalesnm.gov.

C. Water for Construction and Hydrostatic Testing:

1. Obtain source of water for construction, hydrostatic testing, and revegetation, as required. The following is a listing of known utility owners in the project area (pricing is 2016 rates and are subject to change):

a. City of Portales:

1) Cost of Service:

a) Minimum Deposit: $500 for hydrant meter.

b) $3.47 per 1,000 gallons, exclusive of state fees and taxes.

2) Location of Water Source: Coordinate with City of Portales.

3) Coordinate with the City of Portales prior to construction to obtain necessary water permits and finalize agreement for use of water for construction.

b. Contractor-obtained Source of Water: Contractor may obtain water from other sources.

01 31 13 - 4 APRILMAY 24, 2023

ADDENDUM NO. 2 ©COPYRIGHT 2023 JACOBS

1.04 EMERGENCY PREPAREDNESS

A. Emergency Response Contacts:

1. First Responders: 911.

2. Responding Fire Department:

a. Portales Fire Department:

1) Address: 301 S. Avenue C, Portales, NM 88130.

2) Telephone: (575) 356-4406.

3) Email: firechief@portalesnm.gov.

3. Hospital:

a. Roosevelt General Hospital:

1) Address: 42121 U.S. 70, Portales, NM 88130.

2) Telephone: (575) 359-1800.

b. Plains Regional Medical Center:

1) Address: 2100 North Drive Martin Luther King Blvd, Clovis, NM 88101.

2) Telephone: (575) 769-2141.

1.05 PROJECT MILESTONES

A. General: Include the Milestones specified herein as a part of the Progress Schedule required under Section 01 32 00, Construction Progress Documentation.

B. Project Milestones:

1. Generally described in the Agreement Form. Following is a detailed description of each:

a. Pre-Mobilization: As defined in Section 01 50 00, Temporary

Facilities and Controls.

b. Mobilization: As defined in the Contract Documents and

Section 01 50 00, Temporary Facilities and Controls.

c. Substantial Completion:

1) As defined in the Contract Documents with the following exceptions:

a) Close-out of permits held by the Contractor as specified in Section 01 41 26, Permits.

b) Section 01 77 00, Closeout Procedures.

c) Initial seeding for revegetation as specified in

Section 32 92 00, Turf and Grasses.

d) Establishment of a satisfactory stand of permanent revegetation as specified in Section 32 92 00, Turf and Grasses.

e) Installation of Marker Tags as specified in Section 40 27 02, Valves and Operators.

APRILMAY 24, 2023 01 31 13 - 5

©COPYRIGHT 2023 JACOBS ADDENDUM NO. 2

f) Final restoration as specified in Section 02 42 00, Restoration and Clean-up.

g) Closeout and completion of submittals in register as specified in Section 01 33 00, Submittal Procedures.

h) Post-Construction Photographs and Audio-Video Recordings as specified in Section 01 32 34, Photographic and Video Documentation.

i) Notification to Utility Companies and Governing Jurisdictions that the Work is complete.

j) Acceptance of warranty and receipt of warrantee materials as specified in the General Conditions.

d. Final Completion: Complete Work in Contract Documents. This includes addressing, completing, and Engineer acceptance of any defective Work, and completion and Engineer acceptance of punch list items. Final payment application may be submitted once Final Completion is approved by Engineer.

1.06 WORK SEQUENCING/CONSTRAINTS

A. General: Allow for construction and schedule constraints in preparing the construction schedules required in Section 01 32 00, Construction Progress Documentation. Include activities necessary to satisfy the constraints and permit and easement requirements included and referenced in the Contract Documents.

B. Work Outside Regular Working Hours:

1. Certain shutdowns and tie-ins may only be permissible at times other than regular working hours, such as nights or weekends. Refer to regular working hours in the Supplementary Conditions.

2. Coordinate shutdowns and connections with Engineer and utility company affected.

C. Complete construction of Phase A (Monitoring Locations – Area of Concern) prior to start of construction of Phase B:

1. Phase A (Monitoring Locations – Area of Concern): FW3B STA 123+49 to 194+00.

2. Phase B:

a. FW3B STA 100+00 (point of beginning) to 123+49.

b. FW3B STA 194+00 to 386+92.86 (point of end).

D. Phase A (Monitoring Locations – Area of Concern): Monitoring by a qualified archaeologist, provided by the Owner, is required in designated areas identified in the Drawings as areas of concern. Sequence construction Work such that any work that is ground disturbing, including to but not limited to traffic control, temporary environmental controls, work limit fencing, work

01 31 13 - 6 APRILMAY 24, 2023

ADDENDUM NO. 2 ©COPYRIGHT 2023 JACOBS

limit preparation, pipeline production, pipeline installation, bedding and pipe zone installation, pipeline appurtenance installation, cathodic protection, fiber optic and handhole…