Amendment_0005.pdf

Utilidor MATOC 3.0

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

PROJECT TITLE/LOCATION: Indefinite Delivery, Indefinite Quantity (IDIQ) Multiple Aw ard Task Order Contract (MATOC) for Design, Construction, and Repair of Utilidor / Utilities Systems, Eielson AFB, Other Military Installations, and Other Various Locations, Alaska.

The purpose of this Amendment is to provide changes/revisions to the Solicitation as outlined in the attached Summary of Changes page.

All other terms and conditions outlined in the Solicitation remain the same.

POC for this Amendment is Ron Jackson, 907 753-5596.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 07-Dec-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911KB18R0038

X 9B. DATED (SEE ITEM 11)

19-Sep-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

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 Offer is extended, X is not extended.

Offer 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)

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.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

07-Dec-2018

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

EIE407 – Summary of Changes

Amendment 0005

1. Proposal Schedule – The changes are as follows:

a. Added to the Base – Item 0006 – “Repair slumping embankment at slough. Fill in erosion under utilidor supports each side of slough.”

b. Adding Base – Item 0006 – the Total of Base Items changed from 0005 to 0006.

c. Adding Base – Item 0006, re-numbered Option Item 0006 to 0007; Option Item 0007 to

0008; Option Item 0008 to 0009; and Option Item 0009 to 0010.

d. Deleted Option Item 0009 – “Remove and Replace 20% of the existing utilidor lids that unserviceable (main).”

e. Added Option Item 0010 – “Design Lift Station and sanitary sewer line to lift station to include all appurtenances.”

f. Added Option Item 0011 – “Demolish Existing and Construct New Lift Station and sanitary sewer lint to lift station to include all appurtenances.”

g. Adding Base Item 0006, and deleting Option Item 0009, adding Option Item 0010 and

Option Item 0011 renumbered the Total Optional Items from 0006 thru 0009 to “0007 thru 00011”.

h. For note “**” Changed all references from CLIN 0006 to CLIN 0007

i. For note “***” Changed all references from CLIN 0007 to CLIN 0008.

j. For Note “****” Changed all references from CLIN 0008 to CLIN 0009.

k. For Note “^” Deleted note in its entirety. Since CLIN 0009 was deleted.

l. Added Note “^^” to state the following “^^ For CLIN 0010 the Contracting Officer may exercise the option by written notice to the Contractor NLT (No Later Than) 45 days after NTP (Not to Exceed). Exercised items shall be completed within the contract completion period, unless the parties otherwise agree.

m. Added Note “^^^” to state the following “^^ For CLIN 0011 the Contracting Officer may exercise the option by written notice to the Contractor NLT (No Later Than) 45 days after NTP (Not to Exceed). Exercised items shall be completed within the contract completion period, unless the parties otherwise agree.

2. Scope of Work – Reference Paragraph General – Water. Deleted Paragraph 2 and 4. These paragraphs refer to water service lines, which are not in the scope.

3. Scope of Work – Reference Paragraph As-Built Information – Added paragraph 3 “MH746 has been upgraded on a past project EIE216. See Appendix G for the As-built drawing of MH746.

The complete as-built drawings of EIE216 are available electronically upon request (pdf and AutoCAD).”

4. Scope of Work – Reference Paragraph Supplemental Requirements for Specification Section 01 45 04.00 29 Contractor Quality Control. The following changes were made:

a. Paragraph 1 – added “and design quality control manager”

b. Paragraph 2 – added “and design quality control manager”

c. Added Paragraph 3 – “The CQC stated in the 01 45 04.00 29 may assume other duties such as the SSHO. The CQC must meet the requirements of the roles the CQC will be providing such as the SSHO with approval by the Contracting Officer Representative.”

5. Scope of Work – Reference Paragraph General Notes: MH551-1, MH573, MH574, and MH746 –

Added paragraph 12. “Option Item: Remove and replace the existing lift station and sanitary sewer line to the lift station from the main line. Remove and replace all supporting appurtenances. Remove and replace existing controls and alarms. Provide new power circuits as required to supply the lift station system. As-builts for the existing lift station are not available.

The contractor shall verify existing conditions with the Contracting Officer Representative prior to begin of construction.”

6. Scope of Work – Reference Paragraph: MH551-1 – Added paragraph 8. “Replace sump pump.”

7. Scope of Work – Reference Paragraph: MH746 – Added paragraph 8. “Replace sump pump.”

8. Specification Section 33 05 41.00 39

a. Subparagraph 1.2 – Added two shop drawings: "Utilidor and Utiliduct Insulation Covers;

G" and "Manhole Insulation Covers; G".

b. Subparagraph 2.2.1 – deleted “not to be more than 3’-0” wide” and replaced with “per

Attachment 7 – SOW for widths requirements”.

c. Subparagraph 3.2.5.1 – Added "portions of below grade" to clarify extent of exterior insulation.

d. Subparagraph 3.2.5.2 – Added "portions of above grade" to clarify extent of exterior insulation.

e. Subparagraph 3.2.5.2.2 – Rewrote entire paragraph.

9. Appendix A – Added to Appendix A – “Wetlands & Floodplains, Eielson AFB”

10. Appendix G – Updated Sheet G-002:

a. Updated sheet numbers for Ref Num. C-501 thru C-504 & CX701 thru CX706

b. Added sheet CX707

c. Updated sheet number for Ref Num. C-901 thru C-908

11. Appendix G – Added Sheet CX707– EIE216 – MH746 As-Built

-- END SUMMARY OF CHANGES --

AM#5 W911KB-18-R-0038

PS-1

ATTACHMENT 1

TASK ORDER PROPOSAL SCHEDULE

EIE 407 REPAIR ARCTIC UTILIDORS PHASE C

EIELSON AFB, ALASKA

BASE ITEMS

Item No. Description Estimated Quantity

Unit Unit Price Amount

0001 Demolish, Design and Construct approximately 678 feet of sewer, water, steam and condensate utility main lines within an existing utilidor system to include all appurtenances.

1 Job $_________ $_________

0002 Upgrade existing utilidor structural floor. 64 SF $_________ $_________

0003 Seal Concrete Cracks within each manhole and utilidor systems (main). 250 LF $_________ $_________

0004 Remove and Replace 20% of the existing utilidor lids that are unserviceable (main). *

140 LF $_________ $_________

0005 Sample, Test and Remove Lead-Based Paint Material, including packaging, storing and transporting, per spec section 02 82 14.00 10.

100 SF $_________ $_________

AM#5… 0006 Repair slumping embankment at slough. Fill in erosion under utilidor supports each side of slough.

10 CY $_________ $_________

…AM#5

Total of Base Items 0001 – AM#5… 0006 …AM#5 $_________

OPTION ITEMS

Item No. Description Estimated Quantity

Unit Unit Price Amount

AM#5… 0007

…AM#5

Sample, excavate, stockpile, and treat offsite POL contaminated soil. **

10 CY $_________ $_________

AM#5… 0008

…AM#5

Screen, Sample, excavate, stockpile, and dispose of at RCRA landfill. ***

10 CY $_________ $_________

PS-2

AM#5… 0009

…AM#5

Remove Asbestos Containing Material

(ACM)****

250 LF $_________ $_________

AM#5… 0009 Remove and Replace 20% of the existing utilidor lids that are unserviceable (main). ^ 140 LF $_________ $_________

…AM#5

AM#5… 0010 Design Lift Station, sanitary sewer to Lift Station to include all appurtenances. ^^ 1 Job $_________ $_________

…AM#5

AM#5… 0011 Demolish Existing and Construct New Lift Station and sanitary sewer to lift station to include all appurtenances. ^^^

1 Job $_________ $_________

…AM#5

Total of Optional Items AM#5… 0007 thru 00011 …AM#5 $_________

TOTALS

Total of Base and Optional Items 0001 thru AM#5… 0011 …AM#5 $_________

Proposed Contract Duration: ____________________

* For CLIN 0004 - Lineal feet is defined as the lineal feet of utilidor/utiliduct.

** Work on AM#5… CLIN 0007 …AM#5 shall be the cost for work identified in Specifications 02 61 13 “Excavation and Handling of Contaminated Material”, 31 09 20.00 29 “Field Screen Testing of Soils for Chemical Contamination” and Section 01 57 20.01 29 “Environmental Protection” that is additional to the requirements of the normal project excavation. For AM#5… CLIN 0007 …AM#5 the Contracting Officer may exercise the option by written notice to the Contractor at any time prior to the contract completion date. Exercised items shall AM#5… CLIN 0007 …AM#5 be completed within the contract completion period, unless the parties otherwise agree. AM#5… CLIN 0007 …AM#5 may be exercised throughout the contract period of performance, up to 10 times for each CLIN, not to exceed 100 cubic yards. SEE

FARCLAUSE 52.211-18, VARIATION IN ESTIMATED QUANTITY.

*** Work on AM#5… CLIN 0008 …AM#5 shall be the cost for work identified in Specifications 02 61 13 “Excavation and Handling of Contaminated Material” and Section 01 57 20.01 29 “Environmental Protection” that is additional to the requirements of the normal project excavation. For AM#5… CLIN 0008 …AM#5 the Contracting Officer may exercise the option by written notice to the Contractor at any time prior to the contract completion date. Exercised items shall be completed within the contract completion period, unless the parties otherwise agree. AM#5… CLIN 0008 …AM#5 may be exercised throughout the

AM#5 W911KB-18-R-0038

PS-1

contract period of performance, up to 10 times for each CLIN, not to exceed 100 cubic yards. SEE

FARCLAUSE 52.211-18, VARIATION IN ESTIMATED QUANTITY.

**** Work on AM#5… CLIN 0009 …AM#5 shall be the cost for work identified in Specs 02 82 14.00 29 “Hazardous Materials and Abatement”. For AM#5… CLIN 0009 …AM#5 the Contracting Officer may exercise the option by written notice to the Contractor at any time prior to the contract completion date.

Exercised items shall be completed within the contract completion period, unless the parties otherwise agree. AM#5… CLIN 0009 …AM#5 may be exercised throughout the contract period of performance, up to 3 times for each CLIN, not to exceed 750 LF. Lineal feet is defined as the lineal feet of utilidor/utiliduct.

SEE FAR CLAUSE 52.211-18, VARIATION IN ESTIMATED QUANTITY.

AM#5…

^ For CLIN 0009 the Contracting Officer may exercise the option by written notice to the Contractor at any time prior to the contract completion date. Exercised items shall be completed within the contract completion period, unless the parties otherwise agree. CLIN 0009 may be exercised throughout the contract period of performance, up to 4 times for each CLIN 0009, not to exceed 560 LF. Lineal feet is defined as the lineal feet of utilidor/utiliduct. SEE FAR CLAUSE 52.211-18, VARIATION IN ESTIMATED

QUANTITY. …AM#5

AM#5…

^^ For CLIN 0010 the Contracting Officer may exercise the option by written notice to the Contractor NLT (No Later Than) 45 days after NTP (Notice to Proceed). Exercised items shall be completed within the contract completion period, unless the parties otherwise agree.

^^^ For CLIN 0011 the Contracting Officer may exercise the option by written notice to the Contractor NLT (No Later Than) 45 days after NTP (Notice to Proceed). Exercised items shall be completed within the contract completion period, unless the parties otherwise agree. …AM#5

PS-2

EVALUATION OF OFFERS.

1. AWARD: Award will be made in accordance with Section 00 22 30- EVALUATION FACTORS FOR

AWARD.

2. INCOMPLETE OFFERS: Failure to submit an offer on all items in the schedule constitutes an incomplete offer. Incomplete offers may be rejected. Lump sum or unit prices must be shown for each item within the schedule.

3. EXTENSIONS: All extensions of the unit prices shown will be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered to be the offer.

4. SPECIAL CONDITION: If a modification to an offer based on unit prices is submitted which provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment to each unit price in the proposal schedule must be stated. If it is not stated, the offeror agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the proposal schedule.

-- END OF PROPOSAL SCHEDULE --

AM#5 REPAIR ARCTIC UTILITIES PHASE C EIE407

EIELSON AFB, ALASKA

SCOPE OF WORK

General Scope 1) This project consists of the design and construction to remove and replace existing utilities lines in the existing utilidor system at Eielson Air Force Base. Bidders shall perform a site visit to verify existing conditions and gather information necessary to develop their proposal.

2) All work shall be in accordance with the RFP requirements.

3) Temporary utilities shall be provided during construction in accordance with paragraph: General – Temporary Utilities.

4) Work Hours shall conform to the requirements stated in Specification Section 01 19

30.02 29 Special Items for Eielson AFB Projects.

5) Notifications of planned utility outages, planned duration of outages and any other impacts to base operations and adjacent building occupants shall be in compliance with the requirements states in Specification Section 01 19 30.02 29 Special Items for Eielson AFB Projects.

6) Criteria for the design and replacement of the utility systems shall be in the following precedence:

a. In compliance with the Eielson Utilidor Design Guide (Appendix C).

b. In compliance with the requirements of this RFP, where the Eielson Design Guide does not cover.

c. Replace in kind, where the Eielson Design Guide and the requirements of this RFP do not cover.

Environmental Notifications

1) Immediately notify the Contracting Officer followed by the 354th Civil Engineer Squadron, Environmental Element (354 CES/CEIE) if suspected contaminated soil or groundwater is discovered or a hazardous material spill occurs. Contact 354 CES/CEIE at (907) 377-7745 or FAX (907) 377-1645 to report contaminated soil and/or groundwater, and (907) 377-7745 for hazardous material spills. The appropriate Eielson AFB environmental representative will provide the necessary notifications to ADEC or EPA.

2) Follow requirements of the RFP and specification 01 57 20.01 29 Environmental Protection and the Eielson AFB Environmental SOP regarding all environmental issues.

3) The Contractor shall be aware there may be areas adjacent to the project limits that may be considered wetlands and shall be avoided for construction purposes such as temporary utilities; temporary road access, temporary parking, staging areas, etc.

The Contractor shall coordinate with Contracting Officer Representative and CES Environmental on potential locations. A map of suspected wetland areas is provided to Attachment 1 – 2018 Eielson AFB Environmental SOP in specification 01 57 20.01 29 Environmental Protection.

Health and Safety 1) A confined space entry permit shall be issued in accordance with the contractor’s confined space entry program. Notify the Base Fire Department prior to entry and again immediately upon exiting any confined space.

2) Any open flame work requires a permit issued at Fire Station No. 2, Bldg. 4870.

3) Notify the Security Forces and the Fire Department 72 hours prior to any road closure.

4) Notify the Fire Department a minimum of 72 hours prior to any fire hydrant outage.

The Contractor shall provide temporary water service to all occupied building units when the existing water main is out of service. The contractor is not required to provide temporary fire hydrant service during construction. The Contractor shall cover all non-operational fire hydrants with black plastic to indicate their status. The Contractor shall allow clear access to fire hydrants when they are operational.

5) The contractor shall comply with the latest edition of the Corps of Engineers safety and health requirements manual, EM 385-1-1.

General – Survey Data 1) Government support for survey and location work shall be limited to provision of coordinate information for base survey monuments and provision of existing information from the base Geographic Information System (GIS) as appropriate to facilitate contractor design and as-built surveys.

2) Contractor shall perform field surveys as required to locate elements of existing systems that will affect the design, enable government review of the design, and tie project work to the base coordinate system.

General – AutoCAD drawings

1) Government-provided electronic CADD files will be provided as referenced in Specification 01 78 00 paragraph 2.1. CADD files will be limited to information from the Base GIS. Contractor shall be responsible for initiating and developing all other required CADD files and drawings.

2) BIM is required for this project. Reference Specification Section 01 19 20.00 29 and Appendix E for requirements.

General Site Work 1) Buildings will be occupied during the construction of this project. The contractor shall provide pedestrian access to each building when access to the building is impacted by construction activities as required. Each building shall have an access pathway separate from adjacent buildings. The access pathway shall be RAP and compacted. The contractor shall provide a temporary accesses to existing parking area(s) for the occupants of the buildings impacted by this work. After completion of work, the contractor shall remove the temporary pathways (pedestrian and parking) and restore the area. All pathways shall be safe and conform to the requirements of this RFP, OSHA, State and local regulations.

2) All trenching and excavation shall be barricaded to prevent general public entry.

3) Restore those existing facilities which are disturbed in the course of construction to condition equal or better than the condition at the start of construction. This shall include landscaping, topsoil and seeding, fencing, pavements, etc.

4) Existing utility locations are approximate. Obtain a completed Air Force Form 103, Work Clearance Request, before any excavation is undertaken. The Contractor shall notify the 354th Communications Squadron (354 CS) Cable Maintenance Shop

(907) 377-2368 at least 48-hours prior to excavation to allow marking of cable locations and identifying cables that are within the existing utilidors that may be affected by this project. Contractor shall coordinate with Eielson Air Base Electrical shop for locates of existing underground government owned circuits, such as communications, medium voltage distribution lines, street lighting circuits, and secondary lateral service drops to the buildings within the vicinity of the project site.

Contractor shall brief personnel operating earthwork equipment concerning buried utilities in the work area. Communication and other buried utilities damaged by construction activities shall be repaired by the Contractor to the utility entity’s repair standards.

5) Changes that may be required on existing underground electrical and telecommunication lines due to conflict with the new utilidor work, such as depth of burial and routing, shall be shown in the design plans. The contractor shall coordinate with the local telephone and cable TV service providers for any changes required on these existing services. The contractor shall be responsible for any cost incurred due to changes required on existing underground electrical and telecommunication lines and for providing drawings that include the lines revised path.

6) Contractor shall safeguard and protect all existing facilities to remain. Damage resulting from Contractor’s activities shall be repaired by the Contractor to the satisfaction of the Contracting Officer at no additional cost to the Government

7) Contractor shall complete utility work and return to service no later than 15 September 2019; at this date the utility system shall be working and performance tests have been successfully completed. The Contractor shall complete paving no later than 15 September 2019. Cleanup and preparation for winter, to include fill and stabilization of road cut, shall also be completed by this date. The Contractor shall complete landscaping, seeding, and final site restoration no later than 15 June 2020.

General – Existing Utilidor System

1) The terms “utilidor”, “utiliduct” and “utilidor/utiliduct” are interchangeable. Any and all requirements which are required to apply for any one term are also applicable to the other terms, unless otherwise explicitly indicated.

2) Construct and design utilidor lids per Eielson Utilidor Design Guide unless noted elsewhere in this RFP. The Eielson Utilidor Design Guide is provided in Appendix C of this RFP.

3) The existing utilidors that will be replaced, provide 5 foot wide lids for traffic rated lids and 6 foot wide lids everywhere else.

4) The contractor shall not remove the existing exterior sidewall insulation. The contractor shall assume the exterior insulation of the existing utilidor system is sufficient. The contractor shall only replace the existing exterior insulation when the insulation is exposed during construction activities to repair required work (i.e.

structural wall/floor, access to piping, access piping in manholes, etc.). If the contractor excavates deeper along the utilidors and/or manholes for other purposes than the work required; and/or insulation that is damaged in the process during construction activities, the contractor shall replace the damaged insulation in those locations in-kind at no cost to the Government.

5) The contractor shall remove any existing interior insulation in the existing utilidor system and manholes. The contractor shall not provide any new interior insulation.

6) Provide 2 inches of insulation on exterior of utilidor/utiliduct and manhole walls and tops. If directly exposed to the elements, protection shall be provided in accordance with specification 33 05 41.00 39 Utilidor Systems.

General – Existing Manholes

1) Reference the Eielson Utilidor Design Guide for manhole requirements, unless noted elsewhere in this RFP; reference Appendix C for the Eielson Utilidor Design Guide.

2) The Contractor is not required to provide a new concrete entrance shaft walls per details D1 or D5 on C-503 if one does not exist. However, if the existing manhole exterior wall is above grade, the Contractor is required to provide the CMU veneer as shown on detail D1 or D5 on C-503.

3) The Contractor shall slope soil up to the manhole risers where possible.

4) The Contractor shall replace access hatches. Access Hatch frames and covers shall be of the solid lid type and shall:

a. Have a minimum concrete contact of three inches overlap.

b. Doors shall be constructed of aluminum alloy, 1/4 inch diamond plate with a live load capacity of 300 PSF.

c. Frame shall be constructed of aluminum alloy and shall be drainable.

d. Have a clear and open access.

e. Have hatches covered with one or two lids.

f. Have stainless steel hinges with stainless steel pins securely attached to the frame that shall not work loose under repeated opening and closing of the lids.

g. Have a Stainless steel lock with removable key. Lock cylinders and cores shall meet requirements of the sub-paragraph, Cylinders and Cores. Provide lock with brass cover plate. Provide with interior panic bar for emergency exits.

h. Flush stainless steel lifting handle.

i. Have a stainless steel counter balance spring and a stainless steel hold open arm(s) that lock the hatch at 90 degrees and to prevent lids from slamming open and loosening hinges.

j. Insulate hatch leaf with 2 inches minimum thickness rigid, self-adhering, foam insulation. Hatch parts necessary for opening and closing shall not be impeded by insulation. Protect insulation surface with 10 to 20 mils of 2-part urethane coating, Polyshield, Permax, or equal.

k. Lift out frost lid panels are prohibited.

l. 4" concrete anchor straps

m. As manufactured by Nystrom, or equal.

5) The Contractor shall provide cylinders and cores for new locks, including locks provided under other sections of this specification. Provide cylinders and cores with seven pin tumblers in the Eielson MR-1 keyway. Provide cylinders that are fully compatible with products of the Best Lock Corporation. Provide Best Lock Corporation interchangeable cores which are removable by a special control key.

6) The Contractor shall replace ladder(s) and install with safety post.

7) Reference General – Existing Utilidor System and Specification Section 33 05 41.00

39 for additional manhole insulation requirements.

General – Waste Disposal

1) Clean, inert, concrete waste may be disposed of at Spruce Lake or another location located on Eielson Air Force Base. Concrete waste that contains lead-based-paint (LBP) below the threshold requiring disposal as hazardous waste, petroleum-based products or other non-inert materials but does not contain any asbestos, shall be disposed of to a location off Government property permitted to accept the waste.

Contractor shall provide sufficient cover material to cover disposed waste at the point of disposal. All other non-hazardous waste generated by the project shall be disposed of off of Government property. Reference Technical Specification 01 57

20.01 29 Environmental Protection for additional waste disposal requirements.

2) Cement products encountered during the project may contain crystalline silica and/or asbestos. Work methods that have the potential to disrupt the binding matrix of the cement may release crystalline silica and/or asbestos fibers, e.g., grinding, sanding, and pulverizing. Contractor employees who are exposed to crystalline silica and/or asbestos must comply with: (1) 29 CFR 1926.55 and EM 385-1-1 Section 06.M and

(2) 29 CFR 1926.1101 and EM 385-1-1 06.B.05, respectively.

3) Asbestos disposal is not available on Eielson AFB.

Contaminated Soil & Groundwater

1) Contaminated soil encountered will be managed in accordance with RFP Specification Section 01 57 20.01 29 Environmental Protection and 02 61 13

Excavation and Handling of Contaminated Material.

2) This project is within the institutional control boundaries of contaminated sites. Soil within contaminated will require 100% stockpiling and sampling regardless of screening results. This project will require a site-specific work plan coordinated through the AFCEC/CZOP Eielson IRP office and approved by ADEC and EPA prior to conducting work. The Work Plan need to meet the requirements of the ADEC Field Sampling Guidance, to include field screening, segregation of excavated soils, laboratory sampling or stockpiles and limits of excavation, reporting and appropriate transport and disposal. Work Plan requirements are included in Specification 02 61 13.

3) Reference Appendix A - IRP Sites, Phase C affects the following IRP sites: SS035 a former asphalt mixing and drum burial site (COCs included GRO, DRO, RRO, VOCs.

Pesticides and Metals) and SS062 (COC includes PCBs). In addition, PFOS/PFOA were identified in soil located adjacent to the EI407sites and may be present in soil and groundwater.

General – Steam and Condensate Return

1) Remove all steam (S) and condensate return (C) piping, including pipe supports, anchors, expansion joints and other appurtenances within the project boundary.

2) Install new steam (S) and condensate return (C) piping designed for utilidors/utiliducts, including pipe supports, anchors, expansion joints and other appurtenances within the project boundary.

3) Piping for steam and condensate return shall be in accordance with Eielson Utilidor Design Guide. Steam piping shall be Schedule 40 pipe. Condensate piping shall be Schedule 80 pipe. Standard and Extra Heavy wall pipes shall not be considered acceptable substitutes.

4) Install main line valves sufficient to isolate segments of utilidor steam (S) and condensate return (C) between manholes while allowing service continuation to all utilidor system other than the isolated segment.

5) Isolate service lines with valves at the point of connection to the main lines.

6) Install valves to enable servicing of components without shutdown of the main line.

7) Evaluate requirements for anchor and expansion joint locations and incorporate in design.

General – Water 1) Remove and replace all water piping, pipe supports, anchors, guides and appurtenances within the project limits.

AM#5…

2) For all water services

• Isolate service with a valve at the main utilidor

• Install service drain at main utilidor

• Where services are replaced to mechanical room or pit, install valve to isolate service from building system. …AM#5

3) Remove and replace main line valves at manholes 551-1 and 746.

AM#5…

4) Water service lines shall have drains installed at low point in each manhole. …AM#5

5) The preferred method is to have water lines be installed above sanitary sewer mains.

However the water lines and sanitary sewer mains may be installed parallel. Each method shall comply with ADEC requirements including the waiver requirements for co-location of water and sewer lines in utilidor.

6) Insure that debris-removal flushing is accomplished in accordance with AWWA

C651.

7) Obtain Interim and Final ADEC approvals to construct and operate. See RFP Division 1 General Requirements, Section 01 19 25.00 29, 1.6.

General – Sanitary Sewer

1) Remove and replace all wastewater piping (SS), pipe supports, and appurtenances within the project boundary, including sump pumps, controls and alarms. New sump pumps shall be installed at manholes.

2) Sanitary sewer piping to meet the same material and construction as potable water pipe when co-located in the same utilidor.

3) Clean-out piping for main lines to be minimum 8 inch diameter. Clean outs for service laterals to be minimum 6 inch diameter. If lateral is less than 6”, cleanout shall be diameter of lateral.

4) Obtain ADEC Interim and Final approvals to construct and operate. See RFP

Division 1 General Requirements, Section 01 19 25.00 29, 1.6.

General – Fire Protection

1) Not applicable.

General – Piping and Appurtenances

1) Piping systems to be installed complete (appropriate racks, hangars, expansion joints, anchors, pipe insulation, pipe guides, etc.)

General – Electrical 1) Electrical scope of work includes providing power to each manhole as indicated in this RFP, with replacement of all electrical equipment, including service panels, conduit, conductor, panels, transformers, outlets, lights, alarms, lift stations, controls, etc., associated with each manhole.

2) Comply with the following design Criteria: The National Electrical Code (NFPA 70);

The National Electrical Safety Code (ANSI C2); UFC 3_130-05 Utilities: Arctic and Subarctic Construction; UFC 3_501-01 Electrical Engineering; UFC 3_550-01 Exterior Electrical Power Distribution; UFC 3-560-01 Electrical Safety; Eielson Utilidor Design Guide dated February 2016.

3) Upgrades on the distribution system shall include correction of any electrical code violations on the existing system and making the existing system compliant to most current code at the time of the award of the contract.

4) In accordance with Division 01 – General Requirement, Section 01 19 25.00 29 the electrical designer-of-record shall provide a fully developed Division 26 (Electrical), Division 27 (Communication), and Division 33 (Utilities) technical guide specifications for all electrical and telecommunication work that are part of this project.

5) All electrical distribution equipment shall be replaced. A new power panel and service rated disconnect with meter base shall be installed adjacent to the manhole on a unistrut rack.

6) Provide power, controls, and alarms for all new sump pumps. Sump pump alarms shall be horn and strobe, with warning sign, as indicated on C-503 of Appendix G.

7) Existing lift stations, including lift station controls and alarms, shall not be replaced but shall remain in use. Provide new power circuits as required to supply the lift station system.

8) All new electrical circuits shall be installed in rigid steel conduit. All electrical devices will be gasketed and rated for wet environments. Voltage drop to each service, and for each branch and feeder circuit, shall conform to NEC and NESC requirements and guidelines. All electrical service coming to the manhole must be verified for proper overcurrent protection and grounding where it derives 480 Volt power from a transformer or source.

9) All new 480V/120-240 transformers shall be mounted external to the manhole on a unistrut rack.

10) Retain and rack all communications cabling in the manhole and accessible utilidor locations.

11) All work shall conform to the National Electrical Code (NFPA 70), the National Electrical Safety Code (ANSI C2), applicable Unified Facilities Criteria (UFC), and Unified Facilities Guide Specifications.

General – Accommodation of Communication System

1) Coordinate with existing communications circuit owners as required for any relocations to accommodate during the upgrade of the existing utilities within the existing utilidor system. Protect existing cables to remain as required to prevent damage.

General – Demolition 1) Demolition shall include the removal of all existing main utilities within the existing utilidor system to be upgraded to include water pipes, sewer pipes, sludge accumulation in sewer pipes, steam and condensate return pipes, anchors, supports, and appurtenances.

Geotechnical 1) There are not any existing bore logs for this project site as of now.

General – Structural 1) Cracked floors/foundations supporting the existing piping systems exist at several locations throughout the project area. Contractor is to determine the cause and extent of these cracks and develop a corrective action for replacement/repair to ensure that the design capability of the foundation/floor is maintained.

General – Temporary Utilities

1) Contractor to install temporary utilities sufficient to maintain utility service to all occupied EAFB facilities served by utilities to be reconstructed by this project.

Provide insulation to keep from freezing.

2) Water. Provide water sufficient to serve the domestic water supply needs of served facilities.

3) Steam and Condensate Return. Provide steam and condensate return sufficient to provide for domestic hot water heating requirements of the served facilities or an alternate domestic hot water heating system(s). Provide sufficient building heat for all served facilities from September 16th to May 31st. Temporary heating for the buildings is not required from June 1st to September 15th.

4) Sanitary Sewer. Provide sewer bypass sufficient to maintain sewerage flow during the installation of new sewer piping. Temporary system must have capacity and redundancy to assure reliable operation during the installation of new piping.

Contractor must monitor the system 24/7 during the time that the bypass system pumps are required for flow maintenance.

5) The contractor shall coordinate any scheduled utility disruption through the Contracting Officer. Disruption notice shall follow the established base procedure for scheduled utility interruption. The Contractor shall submit a schedule of requested utility disruptions for coordination and approval to the contracting officer.

6) All utility main start up and shut down shall be done by the base Distribution Shop.

The Contractor shall coordinate with the Contracting Officer and provide a 30 day

(COE/Base), 7-day (COE/Base) and 48 hour (COE/Base/Affected Facility) notice.

See RFP Specification Section 01 19 25.00 29 1.2.2.1 Temporary Utility Service Plan.

As-Built Information 1) All dimensions and pipe sizes are approximate. The Contractor shall field verify all dimensions and existing conditions for purposes of developing proposals and design development.

2) Photos are available of each manhole and mechanical rooms of the buildings.

AM#5...

3) MH746 has been upgraded on a past project EIE216. See Appendix G for the As-built drawing of MH746. The complete as-built drawings of EIE216 are available electronically upon request (pdf and AutoCAD). …AM#5

Supplemental Requirements for Specification Section 01 45 04.00 29 Contractor Quality Control

1) The Contractor shall provide as part of the CQC organization specialized personnel to assist the CQC System Manager for mechanical AM#5… and design quality control manager. …AM#5

2) Reference the Base Contract for the mechanical AM#5… and design quality control manager. …AM#5 specialized personnel requirements.

AM#5…

3) The CQC stated in the 01 45 04.00 29 may assume other duties such as the SSHO.

The CQC must meet the requirements of the roles the CQC will be providing such as the SSHO with approval by the Contracting Officer Representative. …AM#5

General Notes:

MH551-1, MH573,

MH574, and MH746.

1) Provide all work described under the base contract requirements; there are some as-built drawings of the existing utility system available. The main and service lines provided below are only approximate. The Contractor will be required to verify all existing utilities. The Contractor shall be required to replace in-kind all utilities in terms of pipe sizes.

2) These are at the end of the Point of Demarcation for piping removal in MH551-1 and MH746.

3) Design of the main utilities shall meet ADEC requirements.

4) The Contractor shall assume 20% of the existing utilidor lids shall be replaced. Replaced utilidor lids shall be 5’ wide in traffic areas and 6’ wide everywhere else.

5) The Contractor shall seal concrete cracks in each manhole and the utilidor (main and service); reference the Proposal Schedule for approximate lengths.

6) Prior to begin any construction activities, the Contractor shall coordinate with the Contracting Officer to establish existing conditions; to determine utility lids to be replaced; concrete seals to be sealed; concrete foundations to be replaced, etc.

7) Where existing and new utilities/utilidor are located under existing pavements and sidewalks to be demolished and replaced; provide new pavements and sidewalks. Pavements and sidewalk materials and structural section shall match existing.

8) If there is a sump pump within the existing manhole(s), the Contractor shall remove and replace only the existing sump pump with new. The Contractor shall not provide a new sump pump if there is none within the existing manhole(s). Sumps do not need replacement.

9) A portion of the existing utilidor system is bridged over an existing slough.

10) Points of Demarcation are the points where new utilities will be tied to existing utilities. These tie-ins are usually at the first Manhole and last Manhole to be removed.

11) Abbreviations: S – Steam [(x) – is Steam Trace], C- Condensate, W – Water, and SS – Sanitary Sewer

AM#5…

12) Option Item: Remove and replace the existing lift station and sanitary sewer line to the lift station from the main line. Remove and replace all supporting appurtenances. Remove and replace existing controls and alarms. Provide new power circuits as required to supply the lift station system. As-builts for the existing lift station are not available. The contractor shall verify existing conditions with the Contracting Officer Representative prior to begin of construction.

…AM#5

Pipe Size (inches)

S C W SS

MH551-1 14 6 12 8 1) Point of Demarcation (POD) for piping in this section of work is shown on sheet CX702.

2) Remove all existing utilities in their entirety from the point of demarcation within the existing manhole.

3) Install new steam, condensate return, water, and sewer lines from the point of demarcation within the existing manhole to include all appurtenances.

4) Seal all concrete cracks within MH551-1.

5) Repair exterior/interior walls and/or foundations damaged as a result of removing and replacing piping.

6) Full electrical and lighting installation.

7) Replace ladder(s) and install with safety post.

AM#5…

8) Replace sump pump.

MH551-1 to MH573 (~324’)

14 6 12 8 1) Remove all existing utilities within the utilidor/utiliduct in their entirety from MH551-1 to MH573.

2) Install new steam, condensate return, water and sewer lines from MH551-1 to MH573 to include all appurtenances.

3) Seal all concrete cracks within the utilidor/utiliduct system between MH551-1 to MH573.

4) Repair exterior/interior walls and/or foundations damaged as a

MH573 14 6 12 8 1) Point of Demarcation (POD) for piping in this section of work is shown on sheet CX701.

2) Remove all existing utilities in their entirety from the point of demarcation within the existing manhole.

3) Install new steam, condensate return, water, and sewer lines include all appurtenances.

4) Seal all concrete cracks within MH573.

5) Repair exterior/interior walls and/or foundations damaged as a

6) Full electrical and lighting installation.

7) Replace ladder(s) and install with safety post.

MH573 to MH574 (~89’)

14 6 12 8 1) Remove all existing utilities within the utilidor/utiliduct in their entirety from MH573 to MH574.

2) Install new steam, condensate return, water and sewer lines from MH573 to MH574 to include all appurtenances.

3) Seal all concrete cracks within the utilidor/utiliduct system between MH573 to MH574.

4) Repair exterior/interior walls and/or foundations damaged as a result of removing and replacing piping.

5) Remove and replace existing exterior ladder located south of MH573. Reference Appendix G, Sheet C-903, photo B1.

6) Provide an exterior ladder similar to the existing ladder as described above. Reference Appendix G, Sheet C-903, photo B1 for an approximate location.

MH574 14 6 12 8 1) Remove all existing utilities in their entirety from the point of demarcation within the existing manhole.

2) Install new steam, condensate return, water, and sewer lines from the point of demarcation within the existing manhole to include all appurtenances.

3) Seal all concrete cracks within MH574.

4) Repair exterior/interior walls and/or foundations damaged as a result of removing and replacing piping.

5) Full electrical and lighting installation.

6) Replace ladder(s) and install with safety post."

MH574 to MH746 (~265’)

14 6 12 8 1) Remove all existing utilities within the utilidor/utiliduct in their entirety from MH574 to MH746.

2) Install new steam, condensate return, water and sewer lines from MH574 to MH746 to include all appurtenances.

3) Seal all concrete cracks within the utilidor/utiliduct system between MH574 to MH746.

4) Repair exterior/interior walls and/or foundations damaged as a result of removing and replacing piping.

MH746 14 6 12 8 1) Point of Demarcation (POD) for piping in this section of work is shown on sheet CX704.

2) Remove all existing utilities in their entirety from the point of demarcation within the existing manhole.

3) Install new steam, condensate return, water, and sewer lines include all appurtenances.

4) Seal all concrete cracks within MH746.

5) Repair exterior/interior walls and/or foundations damaged as a result of removing and replacing piping.

6) Full electrical and lighting installation.

7) Replace ladder(s) and install with safety post.

AM#5…

8) Replace sump pump.

AM#5 REPAIR ARCTIC UTILIDORS - PHASE C EIE407

SECTION 33 05 41.00 39

UTILIDOR SYSTEMS

PART 1 GENERAL

The terms "utilidor", "utiliduct" and "utilidor/utiliduct" are interchangeable. Any and all requirements which are required to apply for any one term are also applicable to the other terms, unless otherwise explicitly indicated.

1.1 REFERENCES

The current editon of publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)

ACI 301 Structural Concrete

ACI 302.1R Concrete Floor and Slab Construction

ACI 304R Measuring, Mixing, Transporting, and Placing Concrete

ACI 305R Hot Weather Concreting

ACI 306R Cold Weather concreting

ACI 315 Details and Detailing of Concrete Reinforcement

ACI 318 Building Code Requirements for Structural Concrete

ACI 347R Guide to Formwork for Concrete

ASTM INTERNATIONAL (ASTM)

ASTM A 780 Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM C 31 Making and Curing Concrete Test Specimens in the Field

ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

ASTM C 42 Obtaining and Testing Drilled Cores and Sawed Beams of Concrete

ASTM C 90 Loadbearing Concrete Masonry Units

ASTM C 94 Standard Specification for Ready-Mixed

SECTION 33 05 41.00 39 Page 1

Concrete

ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete

ASTM C 172 Sampling Freshly Mixed Concrete

ASTM C 173 Air Content of Freshly Mixed Concrete by the Volumetric Method

ASTM C 231 Air Content of Freshly Mixed Concrete by the Pressure Method

ASTM C 578 Standard Specidication for Rigid, Cellular Polystyrene Thermal Insulation

ASTM D 4258 Standard Practice for Surface Cleaning Concrete for Coating.

ASTM D 1227 Standard Specification for Emulsified Asphalt Used as a Protective Coating for Roofing

ASTM D 4479 Standard Specification for Asphalt Roof Coatings

ASTM D 1621 Standard Test Method for Compressive Properties of Rigid Cellular Plastics

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS TT-E-2784 Enamel (Acrylic-Emulsion, Exterior Gloss and Semigloss)

PRECAST PRESTRESSED CONCRETE INSTITUTE (PCI)

PCI MNL-116 Quality Control for Plants and Production of Precast and Prestressed Concrete Products (Third Edition)

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC PA 1 Shop, Field, and Maintenance Painting

SSPC Paint 25 Red Iron Oxide, Zinc Oxide, Raw Linseed Oil and Alkyd Primer (Without Lead and Chromate Pigments)

SSPC SP 1 Solvent Cleaning

SSPC SP 2 Hand Tool Cleaning

SSPC SP 3 Power Tool Cleaning

SSPC SP 7 Brush-Off Blast Cleaning

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

SECTION 33 05 41.00 39 Page 2 submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Design Drawings

AM#5... Utilidor and Utiliduct Insulation Covers; G

Manhole Insulation Covers; G ...AM#5

SD-03 Product Data

Cylinders and Cores; G

SD-04 Samples

Waterproofing and Dampproofing

Insulation

Chemical Grouting

Access Hatch; G

Exterior Paint for Above Grade Structure

Concrete Masonry Units (CMU) for Facade and Planter Replacement; G

SD-05 Design Data

Manhole Ladders; G

Safety Posts; G

Pipe Support System

Design Analysis

Specifications

Corrosion Protection

1.3 SUMMARY

1.3.1 Section Includes

This section includes requirements for the provision of utilidor structures to insure adequate design and protection of integral utility systems.

Actual utilidor and manhole modifications shall be in accordance with the RFP plans.

1.3.2 Components Included

(1) Utilidor floor, walls, and lids.

(2) Manholes.

SECTION 33 05 41.00 39 Page 3

(3) Ladders and hatches.

(4) Reinforcement, utility pipe anchors and support, ties, joints, fasteners, miscellaneous rough hardware items and accessories that form a part of the utilidor structural system.

(5) Components necessary to accommodate other utilidor systems.

(6) Sumps.

1.3.3 Related Sections

Section 01 19 25.00 29, DESIGN REQUIREMENTS Section 01 57 20.01 29, ENVIRONMENTAL PROTECTION Section 02 82 14.00 20, HAZARDOUS MATERIALS ABATEMENT Section 31 00 00, EARTHWORK.

Section 32 12 16, ROADWAY Section 32 16 13, CONCRETE SIDEWALKS AND CURB AND GUTTER Section 33 63 13, HEAT DISTRIBUTION SYSTEM Section 33 11 00, WATER DISTRIBUTION SYSTEM Section 33 30 00, SANITARY SEWERS Section 33 70 02.00 20, UTILIDOR POWER DISTRIBUTION

COMMUNICATIONS, AND LIGHTING SYSTEMS

1.4 Design and Construction

The…