AMENDMENT NO 0006 W912P620B0002 LEVEE 37 PUMP STATION UPGRADE.pdf

W81G6693097811

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

INVITATION FOR BIDS NO. W912P620B0002, "LEVEE 37 PUMP STATION UPGRADE, VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS (USACE ACQUISITION)"

A. The Bid Opening Date and Time is EXTENDED by this Amendment. The response due date and time is EXTENDED to October 27, 2020 at 1:00 p.m. (CDT). Therefore, Bids are due prior to 1:00 p.m. (Central Time) on October 27, 2020 -For further details regarding bid submission, please refer to Solicitation Section 00 22 13 - Supplementary Instructions to Bidders.

- THIS AMENDMENT CONTINUES ON THE NEXT PAGES -

1. CONTRACT ID CODE PAGE OF PAGES

J 1 7

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

16C. DATE SIGNED

BY 20-Oct-2020

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 W912P620B0002

X 9B. DATED (SEE ITEM 11)

04-Sep-2020

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 X is extended, 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

20-Oct-2020

CODE

U.S. ARMY ENGINEER DISTRICT, CHICAGO

231 SOUTH LASALLE STREET SUITE 1500

CHICAGO IL 60604-1437

W912P6 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P620B0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

B. REVISIONS TO SOLICITATION

(1) REVISIONS TO SECTION 00 45 00 - REPRESENTATIONS AND CERTIFICATIONS –The following provision has been added by full text; thus, the older version of this provision, “dated DEC 2019,” has been deleted, in its entirety, from the Solicitation.

52.204-24 REPRESENTATION REGARDING CERTAIN TELECOMMUNICATIONS AND VIDEO

SURVEILLANCE SERVICES OR EQUIPMENT (AUG 2020)

The Offeror shall not complete the representation at paragraph (d)(1) of this provision if the Offeror has represented that it "does not provide covered telecommunications equipment or services as a part of its offered products or services to the Government in the performance of any contract, subcontract, or other contractual instrument" in the provision at 52.204-26, Covered Telecommunications Equipment or Services--Representation, or in paragraph (v) of the provision at 52.212-3, Offeror Representations and Certifications-Commercial Items.

(a) Definitions. As used in this provision-

Backhaul, covered telecommunications equipment or services, critical technology, interconnection arrangements, reasonable inquiry, roaming, and substantial or essential component have the meanings provided in the clause 52.204-25, Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment.

(b) Prohibition.

(1) Section 889(a)(1)(A) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019 (Pub. L.

115-232) prohibits the head of an executive agency on or after August 13, 2019, from procuring or obtaining, or extending or renewing a contract to procure or obtain, any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. Nothing in the prohibition shall be construed to--

(i) Prohibit the head of an executive agency from procuring with an entity to provide a service that connects to the facilities of a third-party, such as backhaul, roaming, or interconnection arrangements; or

(ii) Cover telecommunications equipment that cannot route or redirect user data traffic or cannot permit visibility into any user data or packets that such equipment transmits or otherwise handles.

(2) Section 889(a)(1)(B) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019 (Pub. L.

115-232) prohibits the head of an executive agency on or after August 13, 2020, from entering into a contract or extending or renewing a contract with an entity that uses any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. This prohibition applies to the use of covered telecommunications equipment or services, regardless of whether that use is in performance of work under a Federal contract. Nothing in the prohibition shall be construed to--

(i) Prohibit the head of an executive agency from procuring with an entity to provide a service that connects to the facilities of a third-party, such as backhaul, roaming, or interconnection arrangements; or

(ii) Cover telecommunications equipment that cannot route or redirect user data traffic or cannot permit visibility into any user data or packets that such equipment transmits or otherwise handles.

(c) Procedures. The Offeror shall review the list of excluded parties in the System for Award Management (SAM) (https://www.sam.gov) for entities excluded from receiving federal awards for "covered telecommunications equipment or services."

(d) Representations. The Offeror represents that--

(1) It [ ] will, [ ] will not provide covered telecommunications equipment or services to the Government in the performance of any contract, subcontract or other contractual instrument resulting from this solicitation. The Offeror shall provide the additional disclosure information required at paragraph (e)(1) of this section if the Offeror responds "will" in paragraph (d)(1) of this section; and

(2) After conducting a reasonable inquiry, for purposes of this representation, the Offeror represents that--

It [ ] does, [ ] does not use covered telecommunications equipment or services, or use any equipment, system, or service that uses covered telecommunications equipment or services. The Offeror shall provide the additional disclosure information required at paragraph (e)(2) of this section if the Offeror responds "does" in paragraph (d)(2) of this section.

(e) Disclosures.

(1) Disclosure for the representation in paragraph (d)(1) of this provision. If the Offeror has responded "will" in the representation in paragraph (d)(1) of this provision, the Offeror shall provide the following information as part of the offer:

(i) For covered equipment--

(A) The entity that produced the covered telecommunications equipment (include entity name, unique entity identifier, CAGE code, and whether the entity was the original equipment manufacturer (OEM) or a distributor, if known);

(B) A description of all covered telecommunications equipment offered (include brand; model number, such as OEM number, manufacturer part number, or wholesaler number; and item description, as applicable); and

(C) Explanation of the proposed use of covered telecommunications equipment and any factors relevant to determining if such use would be permissible under the prohibition in paragraph (b)(1) of this provision.

(ii) For covered services--

(A) If the service is related to item maintenance: A description of all covered telecommunications services offered (include on the item being maintained: Brand; model number, such as OEM number, manufacturer part number, or wholesaler number; and item description, as applicable); or

(B) If not associated with maintenance, the Product Service Code (PSC) of the service being provided; and explanation of the proposed use of covered telecommunications services and any factors relevant to determining if such use would be permissible under the prohibition in paragraph (b)(1) of this provision.

(2) Disclosure for the representation in paragraph (d)(2) of this provision. If the Offeror has responded "does" in the representation in paragraph (d)(2) of this provision, the Offeror shall provide the following information as part of the offer:

(i) For covered equipment--

(A) The entity that produced the covered telecommunications equipment (include entity name, unique entity identifier, CAGE code, and whether the entity was the OEM or a distributor, if known);

(B) A description of all covered telecommunications equipment offered (include brand; model number, such as OEM number, manufacturer part number, or wholesaler number; and item description, as applicable); and

(C) Explanation of the proposed use of covered telecommunications equipment and any factors relevant to determining if such use would be permissible under the prohibition in paragraph (b)(2) of this provision.

(ii) For covered services--

(A) If the service is related to item maintenance: A description of all covered telecommunications services offered (include on the item being maintained: Brand; model number, such as OEM number, manufacturer part number, or wholesaler number; and item description, as applicable); or

(B) If not associated with maintenance, the PSC of the service being provided; and explanation of the proposed use of covered telecommunications services and any factors relevant to determining if such use would be permissible under the prohibition in paragraph (b)(2) of this provision.

(End of provision)

(2) REVISIONS TO SECTION 00 70 00 - CONDITIONS OF THE CONTRACT –The following Clause has been added by reference; thus, the older version of this Clause, “dated AUG 2019,” has been deleted, in its entirety, from the Solicitation.

52.204-25 Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment (AUG 2020)

C. AMENDED SPECIFICATION SECTIONS: The following Specification Sections have been revised. The revised sections are enclosed hereunder and replace the previously furnished sections.

(1) SECTION 01 22 00: Paragraphs 1.2.4.1 and 1.2.5.1 have been updated to indicate that any bypass costs should be included as incidental to the culvert bid items.

(2) SECTION 33 40 00: Paragraph 1.4 text revised to clarify the bypass plan requirements and the current pumping capacity.

(3) SECTION 33 61 13.19: Paragraph 2.6.2 added a submittal for pipe support.

(4) SECTION 35 45 02.00 10: Paragraph 2.5.7 removed language that does not pertain to this project.

D. AMENDED DRAWING SHEET: The following Drawing Sheet has been revised and is hereunder enclosed replacing the previously furnished respective sheet.

(1) Sheet S-509: The note at the top of detail C1 has been changed to remove reference to the incorrect detail and to include contractor requirements for the connection design.

E. CONTRACTOR INQUIRIES: By this Amendment, the Chicago District, USACE responds to Contractor’s inquiries as follows:

INQUIRY #1:

The addendum also brings up a new question regarding by-pass pumping.

In order to properly design a bypass system and size pumps, a given amount of flow for bypassing has to be known.

What is the flow the contractor needs to size bypass pumping. It appears that the existing pump station is already insufficient as it is currently being supplemented with diesel suction pumps.

Please provide a basis of bid in Gallons per minute or CFS so contractors are all pricing an adequate amount of pumping capacity to protect the sewers from overflowing / backing up.

I currently believe that the current bid documents with addendum #4 do not contain enough information to properly price the bypass work.

USACE RESPONSE INQUIRY #1: The text of the bypass plan description in Section 33 40 00 paragraph 1.4 has been updated to note that the contractor should maintain the existing capacity of Pump Station 2 during construction. The issue of insufficient pumping capacity of the existing system is not to be included by the contractor in his analysis of the bypass plan. Note that in a flooding scenario, the Village of Mount Prospect will have personnel at the floodwall facilities to perform their own operations.

INQUIRY #2: What CLIN does all the by pass pumping go into?

USACE RESPONSE INQUIRY #2: Section 01 22 00 Paragraphs 1.2.4.1 and 1.2.5.1 has been updated to indicate that any bypass costs should be included as incidental to the culvert bid items.

INQUIRY #3: Is it a 5’ diameter pipe or a 60” x 44” culvert?

USACE RESPONSE INQUIRY #3: The note on sheet S-509 is incorrect and should not point to detail A6 on S-505. Detail A6 on S-505 shows the connection detail for the 5' outflow pipe. Not the inflow culverts. The culvert in question is a 60" x 44"

INQUIRY #4: What is the steel joint. There is not detail or description of this?

USACE RESPONSE #4: These components are not specific and have no structural capacity. They are simply meant to protect the edge of the concrete. Contractor should fabricate similar plates to this usage conforming to the requirements in spec section 05 50 15.

INQUIRY #5: Is the contractor to remove existing pipe or culvert, enlarge the west side of the Backflow Structure, cut the existing culvert pipe and reinstall it into the structure. Please note cutting the existing culvert pipe does not result in a constructable joint as shown. Can the contractor cut the existing culvert pipe and pour a concrete collar to secure it into the modified backflow structure?

USACE RESPONSE INQUIRY #5: The note on sheet S-505 has been updated to include instructions on submitting new connection design prior to construction. Contractor may use the previously mentioned cast collar design. New design shall conform to all standers set in spec section 03 30 53 and must be approved by a member of the Chicago District design section.

INQUIRY #6:

In Amendment # 4 there is a question about the pump supports.

INQUIRY #50: The major pump supplier on this project has pointed out that the contract plans do not indicate supports for the 3 large pumps. These pumps will have significant weight as well as torque at startup which needs to be supported. Please provide a structural support detail for the pumps and riser pipe column tying them into the concrete structure.

USACE RESPONSE INQUIRY #50: Per sheet M-101, general note #1, the contractor is responsible to provide pipe supports design by Illinois licensed structural engineer.

These pumps are typically mounted to a concrete deck or from support beams that span an open area such as your station. Since these beams are tied directly into the concrete deck of this structure, I am not sure that the contractors can design these supports like a typical pipe support?

Please let us know if you need any pump drawings, weights, forces, etc to assist in reviewing the support of the pumps?

USACE RESPONSE INQUIRY #6: Per the revised specification section 33 61 13.19, para. 2.6.2, the contractor will be required to submit pipe supports drawings and calculations for approval.

F. POINT OF CONTACT: The Point of Contact (POC) for this Amendment is Ericka Hillard at (312) 846-5378;

email: ericka.d.hillard@usace.army.mil.

G. VIRTUAL BID OPENING: THE VIRTUAL BID OPENING WILL BEGIN AT 1:00p.m. CDT ON OCTOBER 27, 2020.

Interested individuals will navigate to the below WEBEX link and enter their email address and name. Please provide your full name and information. This information will be utilized to obtain the list of attendees at the virtual bid opening. The bids will be read aloud and individuals will be able to view the information on the WEBEX screen as the bids are entered into a bid tabulation sheet. Should technological issues ensue from the visual viewing at the WEBEX, the audio access will take precedence and satisfy the conditions of bids being communicated publicly/read aloud (the AUDIO INFORMATION FOLLOWS THE BELOW WEBEX INFORMATION).

When it’s time to join the meeting on the aforementioned date and time, please use the following weblink, meeting number and password:

https://usace.webex.com/usace/j.php?MTID=m226927a22bcee3972735446da4efc02f

Meeting number: 146 818 8223

Password: tWbJmtMQ782

----FOR AUDIO – JOIN BY PHONE:

Call-in number (ATT Audio Conference): 1-816-423-4282 (US/Canada) Call-in toll-free number (ATT Audio Conference): 1-866-590-5055 (US/Canada)

Access Code: 268 944 3

Security Code: 268 944 3

Conf ID No.: Enter the # sign

-----Looking forward to your participation!! - Regina G. Blair, Contracting Chief, Chicago District-USACE

END OF AMENDMENT NO. 0006

(The aforementioned Specification Sections and Drawing Sheet follows)

Levee 37 Pump Station Upgrade, Village of Mount Prospect W912P620B0002

Pump Station outlet, including but not limited to the five foot RCP outlet pipe, headwall structure, ditch grading and riprap installation, and all associated excavation and backfill. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.1.14.2 Unit of Measure

Unit of Measure: JOB

1.1.15 Backflow Structure #1 Modifications (Option Bid Item 0022)

1.1.15.1 Payment

Payment will be made for costs associated with structural modifications to the existing Backflow Structure #1, as detailed on the plans and specifications. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.1.15.2 Unit of Measure

Unit of Measure: JOB

1.1.16 Primary Duct Bank (Option Bid Item 0026)

1.1.16.1 Payment

Payment will be made for costs associated with furnishing and installing a primary duct bank from existing utility pole to transformer location.

Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.1.16.2 Unit of Measure

Unit of Measure: JOB

1.1.17 750 kVA Pad Mount Service Transformer (Option Bid Item 0027)

1.1.17.1 Payment

Payment will be made for costs associated with furnishing and installing a 750 kVA Pad Mount Service Transformer at the location shown on the drawings. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.1.17.2 Unit of Measure

Unit of Measure: JOB

1.1.18 GOVERNMENT PRICE ALLOWANCE FOR COMED TRANSFORMER CONNECTION FEE

(Base Bid Item 0020)

1.1.18.1 Payment

By this line item, the government has allotted a price allowance of $15,000.00, wherein established for the sole purpose of reimbursing the Contractor for the ComEd transformer connection fee. This allocation may

SECTION 01 22 00.00 10 Page 7

AMD #0006 - 10/19/20

be adjusted based upon the final ComEd bill, of which ComEd would be providing to the Contractor in the performance of the construction work.

Reimbursement: Once the Contractor is made aware of the billed amount from ComEd, the Contractor is REQUIRED to inform the Government's representative/Contracting Officer's Representative/ Administrative Contracting Officer of said amount as to ensure the allotment hereunder hasn't been exceeded and is sufficient for reimbursement within the established price allowance. The Contractor's exchange of information shall be provided in writing. Reimbursement will occur at a not to exceed price of this allowance (to include any upgrades if formally modified) and once the Contractor provides the government with a paid invoice of the ComEd bill. Any remaining balance of this allotment will be deobligated and returned to the government.

1.1.18.2 Unit of Measure

Unit of Measure: LOT

1.1.19 Performance and Payment Bond (Base Bid Item 002 10 and Option Bid Item 0028)

1.1.19.1 Payment

Payment will be made for the performance and payment bonds that are required as part of this contract. The Government will pay the actual cost of the bonds or the Contractor's bid price, whichever is less, after receiving evidence of payment (paid invoice) from the bonding company or agency.

1.1.19.2 Unit of Measure

Unit of Measure: LOT

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.2.1 Clearing and Grubbing (Base Bid Item 0006)

1.2.1.1 Payment

Payment will be made for costs associated with Clearing and Grubbing within the work limits as required to complete the work. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.2.1.2 Measurement

The measurement for clearing and grubbing will be per acreage.

1.2.1.3 Unit of Measure

Unit of Measure: Acre (AC)

SECTION 01 22 00.00 10 Page 8

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01 10 00 SD-01 Preconstruction Submittals

1.7 G CNConstruction Schedule

1.10Condition of Existing Structures

1.15 G CNCoordination with Others

1.5Drug Free Workplace

1.25.2 G GSEList of E-Verified/Eligible

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1.8 G CNConstruction Progress

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1.8.2 G CNConstruction Complete

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01 33 00 SD-01 Preconstruction Submittals

1.8 G CNSubmittal Register

01 35 26 SD-01 Preconstruction Submittals

1.7 G CN SOAccident Prevention Plan (APP)

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1.12.2 G CN SOAccident Reports

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1.7.2.2 G CNStandard Lift Plan

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01 35 26 1.7.2.4 G CNNaval Architecture Analysis

1.8 G CNActivity Hazard Analysis (AHA)

1.9.1 G CNConfined Space Entry Permit

1.9.1Hot Work Permit

1.12.4Certificate of Compliance

1.14License Certificates

1.14.1Radiography Operation Planning

Work Sheet

1.14.1Portable Gauge Operations

Planning Worksheet

01 45 00.10 20 SD-01 Preconstruction Submittals

1.6 G CNQuality Control Plan (QCP)

01 50 00 SD-01 Preconstruction Submittals

1.3 G CNConstruction Site Plan

3.4.1 G CNTraffic Control Plan

01 57 20.01 03 SD-01 Preconstruction Submittals

1.7 G DHEnvironmental Protection Plan

01 58 00 SD-02 Shop Drawings

1.3.1 G CNSign Legend Orders

01 78 00 SD-03 Product Data

1.9.1As-Built Record of Equipment and Materials

1.12.1Warranty Management Plan

1.12.5Warranty Tags

1.14Final Cleaning

1.10Spare Parts Data

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01 78 00 SD-08 Manufacturer’s Instructions

1.11Preventative Maintenance

1.11Condition Monitoring (Predictive

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1.11Inspection

1.12.1Instructions

SD-10 Operation and Maintenance

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1.13 G CNOperation and Maintenance

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SD-11 Closeout Submittals

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Drawing Submittal

1.7.1Final CAD Drawing Submittal

1.7.2 G CNFinal CAD Drawing Backcheck

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1.7.4 G CNFinal Approved Shop Drawings

1.7.4.1 G CNFinal Approved Specifications

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1.2.2 G CNDemolition Plan

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Levee 37 Pump Station Upgrade, Village of Mount Prospect

03 30 53 2.2.3.1Air-Entraining Admixture

2.2.3.2Water-Reducing or Retarding

Admixture

2.2.11Curing Materials

2.2.6Expansion Joint Filler Strips, Premolded

2.2.7 G DTJoint Sealants - Field Molded

Sealants

2.4.1Waterstops

2.4.2Chemical Floor Hardener

3.1.5.3Batching and Mixing Equipment

3.2Conveying and Placing Concrete

2.2.8Formwork

2.3 G DTMix Design Data

2.3Ready-Mix Concrete

2.4.3Curing Compound

2.2.5Mechanical Reinforcing Bar

Connectors

2.2.13Non-Shrink Grout

SD-06 Test Reports

2.2.2Aggregates

2.1.3 G DTConcrete Mixture Proportions

3.4.4.3Measurement of Floor Tolerances

3.10.3 G DTCompressive Strength Testing

3.10.3 G DTSlump

3.10.3Air Content

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 15 PAGES

Levee 37 Pump Station Upgrade, Village of Mount Prospect

03 30 53 2.2.4Water

SD-07 Certificates

2.2.1Cementitious Materials

2.2.1.2Pozzolan

2.2.1CPG

2.2.2Aggregates

2.3Delivery Tickets

SD-08 Manufacturer’s Instructions

2.4.2Chemical Floor Hardener

2.4.3Curing Compound

05 50 15 SD-01 Preconstruction Submittals

2.2.7 G DTTrash Rack Design Deliverables

SD-02 Shop Drawings

2.1.7 G DTGratings

2.2.5 G DTLadders

2.1.6 G DTHandrails

2.2 G DTShop Fabricated Metal Items

2.2.7 G DTTrash Rack

SD-03 Product Data

3.2 G DTExpansion Anchors

2.1.7Gratings

2.2.3Stairs

2.2.5Ladders

2.2 G DTShop Fabricated Metal Items

SD-04 Samples

2.2 G DTShop Fabricated Metal Items

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 15 PAGES

Levee 37 Pump Station Upgrade, Village of Mount Prospect

05 50 15 SD-06 Test Reports

2.1.5.1 G DTRotational Capacity

SD-07 Certificates

1.3Welder Certifications

26 05 00.00 40 SD-02 Shop Drawings

3.2.10.1 G ROMarking Strips

SD-03 Product Data

2.1.1 G ROConduits and Raceways

2.2.1 G ROWire and Cable

3.2.9 G ROSplices and Connectors

2.2.3 G ROSwitches

2.2.5 G ROReceptacles

2.1.2 G ROOutlet Boxes, Pull Boxes and

Junction Boxes

2.1.3.1 G ROCircuit Breakers

2.1.3 G ROPanelboards

2.2.2 G RODevice Plates

SD-06 Test Reports

3.6 G ROContinuity Test

3.6 G ROPhase-Rotation Tests

3.6 G ROInsulation Resistance Test

3.6 G RO600-Volt Wiring Test

3.6 G ROTransformer Tests

3.6 G ROGround-Fault Receptacle Test

SD-08 Manufacturer’s Instructions

3.1Manufacturer's Instructions

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 15 PAGES

Levee 37 Pump Station Upgrade, Village of Mount Prospect

26 05 19.10 10 SD-03 Product Data

2.1.1 G ROWire and Cable

2.1.3.1 G ROConductors

3.1Cable Manufacturing Data

SD-06 Test Reports

3.2 G ROTest Report(s), Inspection

Report(s), and Verification

Report(s)

26 05 48.00 10 SD-02 Shop Drawings

2.1Lighting Fixtures

1.3Equipment Requirements

SD-03 Product Data

2.1 G ROLighting Fixtures

1.3 G ROEquipment Requirements

1.2.4 G ROContractor Designed Bracing

26 12 19.10 SD-02 Shop Drawings

1.4.1 G ROPad-mounted Transformer

Drawings

SD-03 Product Data

2.2 G ROPad-mounted Transformers

SD-06 Test Reports

3.7.1 G ROAcceptance Checks and Tests

SD-07 Certificates

2.2.2.1 G ROTransformer Efficiencies

SD-09 Manufacturer’s Field

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 15 PAGES

Levee 37 Pump Station Upgrade, Village of Mount Prospect

26 12 19.10 2.7.1 G ROTransformer Test Schedule

2.7.2 G RODesign Tests

2.7.3 G RORoutine and Other Tests

SD-10 Operation and Maintenance

Data

1.5.1 G ROTransformer(s)

26 28 00.00 10 SD-02 Shop Drawings

2.6.2 G RODrawings

2.4.1 G ROShop Drawings

2.8 G ROMotor Control Centers

2.9 G ROPanelboards

2.1.3 G RODimensioned Outline Drawings

2.1.3 G ROSchematic Diagrams

2.1.3 G ROPower and Control Connection

Diagrams

SD-03 Product Data

1.4 G ROEquipment

2.10Factory Tests

3.4.2Harmonic Analysis

SD-05 Design Data

3.4 G RORequest For Settings

SD-06 Test Reports

2.10Factory Tests

3.4.1 G ROAcceptance Checks And Tests

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2.8Motor Control Centers

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 15 PAGES

Levee 37 Pump Station Upgrade, Village of Mount Prospect

26 28 01.00 10 SD-03 Product Data

2.1Equipment

3.3.5Protective Relays

3.2Installation

SD-06 Test Reports

3.3Field Testing

SD-07 Certificates

2.1Devices and Equipment

31 00 00 SD-01 Preconstruction Submittals

3.3 G DGShoring

SD-03 Product Data

3.6 G DGUtilization of Excavated Materials

SD-06 Test Reports

3.11Testing

SD-07 Certificates

3.11Testing

31 23 19 SD-01 Preconstruction Submittals

2.1 G DT DHDewatering Plan

2.2 G DTDewatering Structures

31 37 16.00 03 SD-01 Preconstruction Submittals

1.3 G DGSources and Evaluation Testing

SD-06 Test Reports

2.3 G DGBedding for Riprap Material

2.2.1 G DGRiprap Gradation

2.3.1 G DGBedding Material Gradation

32 31 13 SD-02 Shop Drawings

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 10 OF 15 PAGES

Levee 37 Pump Station Upgrade, Village of Mount Prospect

32 31 13 2.1 G DTFence Assembly

3.2.1.1 G DTLocation of Gate, Corner, End, and Pull Posts

2.1 G DTGate Assembly

2.2.13 G DTGate Hardware and Accessories

Part 3 G DTErection/Installation Drawings

SD-03 Product Data

2.1 G DTFence Assembly

2.1 G DTGate Assembly

2.2.13 G DTGate Hardware and Accessories

2.3.1 G DTZinc Coating

2.2.8 G CNStretcher Bars

SD-04 Samples

2.2.2Posts

2.2.2Braces

2.2.3Line Posts

2.2.5Top Rail

2.2.6Bottom Rail

2.3.2Tension Wire

2.2.8Stretcher Bars

2.2.11Gate Posts

2.2.13Gate Hardware and Accessories

2.2.16 G CNPadlocks

2.2.15Wire Ties

SD-07 Certificates

1.3.1Certificates of Compliance

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Levee 37 Pump Station Upgrade, Village of Mount Prospect

32 31 13 SD-08 Manufacturer’s Instructions

2.1Fence Assembly

2.1Gate Assembly

2.1Hardware Assembly

2.1Accessories

SD-11 Closeout Submittals

3.3Recycled Material Content

32 92 19 SD-03 Product Data

2.2Fertilizer

2.1.2 G CNSeed Mixes

1.3.1Delivery Schedule

SD-06 Test Reports

2.1.2Seed

2.2Fertilizer

SD-08 Manufacturer’s Instructions

3.4Erosion Control Material

SD-10 Operation and Maintenance

Data

3.2.3.1Maintenance Instructions

33 40 00 SD-01 Preconstruction Submittals

1.4 G CNBypass Plan

SD-04 Samples

2.1Pipe for Culverts and Storm

Drains

SD-07 Certificates

3.3.1.2Leakage Test

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Levee 37 Pump Station Upgrade, Village of Mount Prospect

33 40 00 3.3.1.1Hydrostatic Test on Watertight

Joints

3.3.1.3Determination of Density

33 61 13.19 SD-02 Shop Drawings

1.3.1 G DTDetail Drawings

SD-03 Product Data

2.1Support of the Equipment

2.5Piping and Fittings

2.7Valves

2.10Sump Pumps

2.11Expansion Joints

3.3Waste Water Disposal

2.8 G DTFlexible Check Valves (Duckbill)

2.9 G DTFlap Gates

3.4.2 G DTPump Field Tests

2.10.9 G DTAir Vent

2.12.1 G DTCoating

2.12Cole Tar Epoxy Painting System

2.6.1 G DTPipe Support and Connection

SD-05 Design Data

2.6.2 G DTPipe Support Design

SD-06 Test Reports

3.12.2 G DTHydrostatic and Leakage Tests

3.12.3Valve Testing

3.4.5 G DTField Test Report

2.10.7.6Impeller Balancing

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Levee 37 Pump Station Upgrade, Village of Mount Prospect

33 61 13.19 SD-08 Manufacturer’s Instructions

3.4Installation Instruction Manual

SD-10 Operation and Maintenance

Data

3.4.5Operating And Maintenance

Instructions

33 71 02 SD-02 Shop Drawings

1.4.1 G ROPrecast Underground Structures

SD-03 Product Data

2.5 G ROMedium Voltage Cable

2.7 G ROMedium Voltage Cable Joints

2.6 G ROMedium Voltage Cable

Terminations

2.13.2.1 G ROPrecast Concrete Structures

2.13.2.4Sealing Material

SD-06 Test Reports

2.17.2 G ROMedium Voltage Cable

Qualification and Production Tests

3.16.1 G ROField Acceptance Checks and

Tests

2.17.1 G ROArc-proofing Test

SD-07 Certificates

1.4.2 G ROCable Splicer/Terminator

1.4.3 G ROCable Installer Qualifications

35 45 02.00 10 SD-02 Shop Drawings

1.4.3 G DTDetail Drawings

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Levee 37 Pump Station Upgrade, Village of Mount Prospect

35 45 02.00 10 SD-03 Product Data

1.4.1Pump Supplier Qualifications

2.2 G DTMaterials

2.1.8 G DTEquipment

3.1 G CNInstallation Instruction Manual

2.4.3.6Propeller Balancing

2.10Factory Tests

3.3 G DTPump Field Tests

1.6 G DTSpare Parts

2.1.1 G DTStorm Water Pumps

2.7.2 G DTFormed Suction Intake (FSI)

2.6 G DTVariable Frequency Drives

SD-05 Design Data

2.10.4 G DTComputations

SD-06 Test Reports

2.10.4Factory Test Report

1.4.2Installation and Start-Up Engineer

3.3.3 G DTField Test Report

SD-07 Certificates

1.4.4Qualified Welders

SD-10 Operation and Maintenance

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3.3.3 G DTOperating and Maintenance

Instructions

40 95 00 SD-02 Shop Drawings

3.1.1 G ROInstallation

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Levee 37 Pump Station Upgrade, Village of Mount Prospect

40 95 00 3.1.1 G ROWiring

SD-03 Product Data

2.1.1 G ROStandard Products

2.1.3 G ROSensors and Meters

3.6.2 G ROPerformance Verification Test

(PVT)

SD-05 Design Data

2.7.9 G ROControl Panel Submittals

3.5 G ROControl Drawings

SD-06 Test Reports

3.6.1 G ROTesting, Adjusting and

Commissioning

3.6.2 G ROPerformance Verification Test

(PVT)

3.6.3 G ROPump Control Field Testing

SD-07 Certificates

3.3.1.2 G ROControl and Sensor Wiring

3.6.1 G ROGround Rods

SD-08 Manufacturer’s Instructions

3.1.3Factory Test Procedure

Documentation

SD-10 Operation and Maintenance

Data

3.8 G ROTraining Manual

1.3 G ROInstrumentation and Control

System

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1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Bypass Plan ; G, CN

SD-04 Samples

Pipe for Culverts and Storm Drains

SD-07 Certificates

Leakage Test

Hydrostatic Test on Watertight Joints

Determination of Density

1.3 DELIVERY, STORAGE, AND HANDLING

1.3.1 Delivery and Storage

Materials delivered to site shall be inspected for damage, unloaded, and stored with a minimum of handling. Materials shall not be stored directly on the ground. The inside of pipes and fittings shall be kept free of dirt and debris. Before, during, and after installation, plastic pipe and fittings shall be protected from any environment that would result in damage or deterioration to the material. Keep a copy of the manufacturer's instructions available at the construction site at all times and follow these instructions unless directed otherwise by the Contracting Officer. Solvents, solvent compounds, lubricants, elastomeric gaskets, and any similar materials required to install plastic pipe shall be stored in accordance with the manufacturer's recommendations and shall be discarded if the storage period exceeds the recommended shelf life.

Solvents in use shall be discarded when the recommended pot life is exceeded.

1.3.2 Handling

Materials shall be handled in a manner that ensures delivery to the trench in sound, undamaged condition. Pipe shall be carried to the trench, not dragged.

1.4 BYPASS PLAN

Submit a plan to maintain stormwater flow during work on the existing stormwater pipes. Use of the existing structures which flow to the river is permitted (Backflow Structure #1, Pump Station #2, Closure Structures #6 and #7). The bypass plan should maintain the existing pump capacity of Pump Station #2, which is 25.5 cfs . Additional pumps would only be required if the existing pump station cannot be used at any point during construction. Contractor should note that last year there were 90

SECTION 33 40 00 Page 3 calendar days where the river elevation was higher than the outlet pipes on these structures, preventing drainage to the river.

PART 2 PRODUCTS

2.1 PIPE FOR CULVERTS AND STORM DRAINS

Pipe for culverts and storm drains shall be of the sizes indicated and shall conform to the requirements specified.

2.1.1 Concrete Culvert

Manufactured in accordance with and conforming to Illinois Department of Transportation (IDOT) Specification Section 540 for Precast Concrete Culverts.

2.1.2 Concrete Pipe

Manufactured in accordance with and conforming to IDOT Specification Section 550 for Reinforced Concrete Sewer Storm Drain, and Culvert Pipe.

PART 3 EXECUTION

3.1 INSTALLATION OF PIPE CULVERTS, STORM DRAINS, AND DRAINAGE STRUCTURES

Excavation of trenches, and for appurtenances and backfilling for culverts and storm drains, shall be in accordance with the applicable portions of Section 31 00 00 EARTHWORK and the requirements of IDOT Standard Specifications 540 for precast concrete culverts and 550 for Reinforced conrete pipe. Pipe placement shall be per IDOT standrard specifications.

3.2 JOINTING

3.2.1 Concrete Culvert and Clay Pipe

All jointing for precast concrete culverts shall be per IDOT Standard Specificaion 540. Jointing for Reinforced Concrete Pipe shall be per IDOT Standard Specification 550.

3.3 FIELD QUALITY CONTROL

3.3.1 Tests

Testing is the responsibility of the Contractor. Perform all testing and retesting at no additional cost to the Government.

3.3.1.1 HYDROSTATIC TEST ON WATERTIGHT JOINTS

Watertight joints shall be tested and shall meet test requirements of paragraph HYDROSTATIC TEST ON WATERTIGHT JOINTS. Rubber gaskets shall comply with the oil resistant gasket requirements of ASTM C443. Certified copies of test results shall be delivered to the Contracting Officer before gaskets or jointing materials are installed.

A hydrostatic test shall be made on the watertight joint types as proposed. Only one sample joint of each type needs testing; however, if the sample joint fails because of faulty design or workmanship, an

SECTION 33 40 00 Page 4

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC PA 1 (2016) Shop, Field, and Maintenance Coating of Metals

SSPC SP 1 (2015) Solvent Cleaning

SSPC SP 10/NACE No. 2 (2007) Near-White Blast Cleaning

SSPC VIS 1 (2002; E 2004) Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning

U.S. DEPARTMENT OF THE NAVY (DON)

MIL-DTL-24441 (2009; Revision D) Detail Specification:

Paint, Epoxy-Polyamide, General Specification

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Detail Drawings ; G, DT

SD-03 Product Data

Support of the Equipment

Piping and Fittings

Valves

Sump Pumps

Expansion Joints

Waste Water Disposal

Flexible Check Valves (Duckbill) ; G, DT

Flap Gates ; G, DT

Pump Field Tests ; G, DT

Air Vent ; G, DT

Coating ; G, DT

Cole Tar Epoxy Painting System ; G, DT

Pipe Support and Connection ; G, DT

SECTION 33 61 13.19 Page 7

SD-05 Design Data

Pipe Support Design ; G, DT

SD-06 Test Reports

Hydrostatic and Leakage Tests ; G, DT

Valve Testing

Field Test Report ; G, DT

Impeller Balancing

SD-08 Manufacturer's Instructions

Installation Instruction Manual

SD-10 Operation and Maintenance Data

Operating And Maintenance Instructions

1.3 QUALITY ASSURANCE

1.3.1 Detail Drawings

Submit detail drawings 60 calendar days after notice to proceed for valve manholes and the piping and equipment in the valve manholes, such as steam traps, valves, sump pumps, pressure gauges, thermometers and insulation, including a complete list of equipment and materials, manufacturer's descriptive and technical literature, performance charts and curves, catalog cuts, installation instructions, and complete wiring and schematic diagrams. Show on the drawings pipe anchors and guides, and layout and anchorage of equipment and appurtenances in valve manholes, and equipment relationship to other parts of the work including clearances for maintenance and operation.

1.4 DELIVERY, STORAGE, AND HANDLING

Protect all materials and equipment delivered and placed in storage from the weather, excessive humidity, and excessive temperature variation;

dirt, dust, or other contaminants.

PART 2 PRODUCTS

2.1 STANDARD PRODUCTS

Provide materials and equipment which are the standard products of a manufacturer regularly engaged in the manufacture of such products and that essentially duplicate items that have been in satisfactory use for at least two years prior to bid opening.

Equipment items must be supported by service organizations. Submit a certified list of qualified permanent service organizations for support of the equipment which includes their addresses and qualifications. These service organizations must be reasonably convenient to the equipment installation and able to render satisfactory service to the equipment on a regular and emergency basis during the warranty period of the contract.

SECTION 33 61 13.19 Page 8

Class 25. Malleable iron shall conform to ASTM A47/A47M. Ductile iron shall conform to ASTM A536. Steel shall have a strength not less than that of the pipe. Gaskets shall be designed for long life and resistance to set after installation and shall meet the applicable requirements specified for gaskets for mechanical joint in AWWA C111/A21.11 . Bolts shall be track-head type; bolts and nuts shall be either of the following: bolts conforming to the tensile requirements of ASTM A307, Grade A, with nuts conforming to the tensile requirements of ASTM A563, Grade A; or round-head square-neck type bolts conforming to ASME B18.5.2.1M and ASME B18.5.2.2M with hex nuts conforming to ASME B18.2.2 . Bolts shall be 5/8 inch in diameter. Bolt holes in follower rings shall be of a shape to hold fast the necks of the bolts used.

Sleeve-type mechanical couplings shall not be used as an optional method of jointing except where pipeline is adequately…