AMENDMENT NO 0004 IFB W912P620B0002 LEVEE 37 PUMP REPAIRS.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

REFERENCE: 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 22, 2020 at 3:00 p.m. (CDT). Therefore, Bids are due prior to 3:00 p.m. (Central Time) on October 22, 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 25

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

16C. DATE SIGNED

BY 14-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

14-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. SECTION 00 21 33 – INSTRUCTIONS TO BIDDERS

The provision 52.236-27 Alt I has been removed and replaced. The following has been added and is incorporated in full text:

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) Site visits may be arranged during normal duty hours by contacting:

Jeff Wulbecker, Village Engineer, Village of Mount Prospect, (847) 870-5640, JWULBECKER@MOUNTPROSPECT.ORG

(End of provision)

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

(1) Submittals. Added SD-01 Preconstruction Submittals

(2) Section 33 40 00. Added Bypass Plan

(3) By this Amendment, the government is hereby adding a price allowance for the purpose of reimbursing the ComEd service fee (further details are provided at the below paragraph E). This particular service fee will be compesated via the newly established line item 0020, which has been added to the bid schedule and to Specification Section 01 22 00.00 10, “Price and Payment Procedures.” At this time, the government will not be issuing a revised Specification page to include line item 0020. Under the conformed copy of the contract, wherein including the specification set, this particular line item will be included via the exact form and manners set forth by the enclosed Revised Bid Schedule.

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

Sheet Ref. No. Title and Description

ES-101 Site Plan – note added to the General Notes

E. REVISED BID SCHEDULE: The government is providing a revised bid schedule (Section 00 10 00 – Solicitation Contract Form), which adds a new line item no. 0020 under the base work; the new line item adds a

"Government Price Allowance for the ComEd Transformer Connection Fee." As a result of this revision, Bidders shall remove and replace the previously issued respective Section with the Revised Section 00 10 00 enclosed hereunder. Bidders shall provide their prices on the Revised Bidding Schedule.

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

INQUIRY #1: Are existing onsite pumps available for Contractor use?

USACE RESPONSE INQUIRY #1: There are no government furnished pumps available for the contractor to use. All pumps on site belong to the Village of Mount Prospect.

INQUIRY #2: Can tie-backs be used on the riverside work area to support piling/open excavations?

USACE RESPONSE INQUIRY #2: The contractor can use tie-backs as long as the contractor meet any requirements working within the channel. The contractor will have to submit their shoring plan stamped by a PE per the submittal requirement.

INQUIRY #3: Can you describe the Army Corps’ desired maintenance of flow for existing 30” RCP?

USACE RESPONSE INQUIRY #3: There will be a need to maintain drainage though the location of the 30" pipe in whatever manner the contractor deems to be feasible. There is not a requirement to temporarily re-connect the pipe, however water should be allowed to flow as needed. How that is accomplished is up to the contractor. The contractor needs to remember that this is an active flood protection project that needs to maintain its current level of flood protection at all times during construction.

INQUIRY #4: On Dwg. ES-101 the secondary duct bank crossing the road, is that a directional drill or open cut road crossing?

USACE RESPONSE INQUIRY #4: We don't clarify the means to do the work as that needs to be coordinated with the city and utility. It is expected that the contractor will directionally drill as to limit the impact on the use of the road.

INQUIRY #5: Dwg. ES-101, there are double dashed lines between the pump station and the equipment on the east side of the road. Is that conduit? If so there doesn’t seem to be a detail for it.

USACE RESPONSE INQUIRY #5: The double dashed lines are the water conduit between the pump stations and therefore are not included in the details of the electrical drawings.

INQUIRY #6: Will IDOT allow the Contractor to install a permanent northbound lane closure on River Road? The work space is very limited, and will be costly and inefficient to construct during daily lane closures between 9 am and 3 pm.

USACE RESPONSE INQUIRY #6: The contractor is required to work with IDOT on the permitting of the lane closure. USACE has indicated to IDOT that a permanent lane closure would be preferred, but the contractor will need to obtain the necessary permit which includes the required maintenance of traffic plan and any other IDOT requirements. In the past this has included a bond, but the exact cost and requirements are not known to USACE.

INQUIRY #7: Will the Government allow the use of earth retention systems to be left permanently in place provided it is cut 1' below grade?

USACE RESPONSE INQUIRY #7: Yes, as long as it meets applicable laws and regulations and there is little to no risk of erosion to expose it. If so, the cutoff may need to be deeper.

INQUIRY #8: Please confirm cofferdam elevations shall match current flood wall elevation.

USACE RESPONSE INQUIRY #8: Yes. The same level of protection (height of flood control structures) must be maintained throughout the project; however, the minimum requirements for the cofferdam are as stated below:

Spec 01 57 20 indicates requirements in RP7: The following requirements will be adhered to for any project requiring in-stream work, and coffering:

The plan must be designed to allow for the conveyance of the 2-year peak flow past the work area without overtopping the cofferdam. The Corps has the discretion to reduce this requirement if documented by the applicant to be infeasible or unnecessary.

INQUIRY #9: Please provide any known info for the fill level of current 30” RCP

USACE RESPONSE INQUIRY #9: There is no known fill level of the current 30" RCP. This line drains stormwater from the adjacent roadway and residential areas, so active drainage in the pipe will depend on the local weather conditions. Per Section 02 41 00 Section 3.1.2, Contractor should not disconnect utilities and begin demolition until temporary service is in place, and should provide the plan for temporary service in the Demolition plan submittal. Stormwater should be allowed to continue to drain to the Des Plaines River, either through one of the existing structures if they remain in service for that time, or directly over top of the floodwall through a bypass.

INQUIRY #10: Are pump run hours available?

USACE RESPONSE INQUIRY #10: According to the pump manufacturer the pumps can run 24/7. The pump working hours are shown on the pump’s control panel display. The pumps max cycles per hour are 15 which indicates the min. run time of the pumps.

INQUIRY #11: Due to a confined workzone, will the Government allow the Contractor to provide temporary facilities near the project location in rented office space?

USACE RESPONSE INQUIRY #11: The contractor is allowed to provide temporary facilities as they see fit to complete the project. Contractors are encouraged to work with the Village of Mount Prospect. Please contact Jeff Wulbecker: (847) 870-5640 JWULBECKER@MOUNTPROSPECT.ORG

INQUIRY #12: Will Mt. Prospect allow for Contractor parking on neighborhood streets?

USACE RESPONSE INQUIRY #12: Any contractor wishing to use street parking will need to coordinate with the Village of Mount Prospect. Please contact Jeff Wulbecker: (847) 870-5640

JWULBECKER@MOUNTPROSPECT.ORG

INQUIRY #13: There does not appear to be a CT cabinet shown for utility metering. A meter socket is shown on sheet E-502 however it shows the CT’s located in the secondary compartment of the transformer. Please confirm that a stand alone CT cabinet is not needed for the Com Ed CT’s.

USACE RESPONSE INQUIRY #13: Bid as shown.

INQUIRY #14: Sheet E-502 notes the utility CT’s are by the contractor. Typically Com Ed supplies the CT’s for this size service. Please confirm that this is the intent.

USACE RESPONSE INQUIRY #14: Bid as shown.

INQUIRY #15: Being that the transformer is customer owned, is overcurrent / short circuit protection needed on the secondary side before the cables go under the roadway?

USACE RESPONSE INQUIRY #15: No short overcurrent or short circuit protection is required and therefore is excluded.

INQUIRY #16: Can a spec or more detail be provided on the generator connection cabinet shown on sheet E-601.

Additionally can a location for this cabinet be confirmed?

USACE RESPONSE INQUIRY #16: Generator dock is specified in Note 7 on sheet E-601

INQUIRY #17: The VFD’s appear to be called out in two sections, the motor control spec section 26 28 00.00 10 & Submersible Pump Spec 35 45 62.00 10. The drawings call for the VFD’s to be within the MCC, please confirm the VFD’s are to be part of the MCC.

USACE RESPONSE INQUIRY #17: VFDs are integral to MCC

INQUIRY #18: Is engineering of the temporary flood control protection required to be included?

USACE RESPONSE INQUIRY #18: There should be a reviewable design able to withstand flooding loads.

INQUIRY #19: Is there an MWRD Permit required for this project? If so has that permit been applied for?

USACE RESPONSE INQUIRY #19: There is no MWRD permit required for this work. All needed regulatory construction permits have been obtained by USACE. The contractor is responsible for ensuring all local and IDOT permits are acquired.

INQUIRY #20: What is the actual flood control elevation required

USACE RESPONSE INQUIRY #20: The flood control elevation is elevation 641.16 ft NAVD 88, as show on Sheet C-101 PROFILE VIEW (T/WALL=641.16).

INQUIRY #21: Is there a cost for the IDOT permit?

USACE RESPONSE INQUIRY #21: IDOT requires a bond to be submitted as part of the permitting process.

Please contact IDOT for exact details: Abigail.L.Robinson@Illinois.gov or 847.705.4541

INQUIRY #22: Is the permanent lane closure one lane or two with a traffic shift

USACE RESPONSE INQUIRY #22: The contractor will need to work with IDOT regarding the specifics of the lane closure. It depends what IDOT will be willing to allow in that area. It is possible that they would allow a 2 lane closure for at least part of the day. Contractors should start coordination early and engage USACE for support with IDOT. USACE has begun discussions with IDOT but the specifics of the contractor’s plan are needed to finalize the permit.

INQUIRY #23: Is designed ERS required next to Route 45?

USACE RESPONSE INQUIRY #23: An Earth Retention System to protect Route 45 might be required depending on the contractor's means and methods.

INQUIRY #24: Are IDOT costs to be included in bid?

USACE RESPONSE INQUIRY #24: In accordance with the contract documents all costs associated with the project are to be included with the bid. The contract is the only method for USACE to pay contractors for items associated with this project.

INQUIRY #25: Will all the questions from the prebid meeting be included in the addendum?

USACE RESPONSE INQUIRY #25: The questions from the pre-bid meeting are included via this Amendment No. 0004.

INQUIRY #26: Are Comed cost which are unknown included in the bid. Or is this an allowance?

USACE RESPONSE INQUIRY #26: A new line item has been added to the bid schedule to incorporate a government allowance for the ComEd service.

INQUIRY #27: Do you have soil borings?

USACE RESPONSE INQUIRY #27:

52.236-4 PHYSICAL DATA (APR 1984)

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by survey and borings. Reference boring logs located in Section 00 31 32.13 03 -

SUBSURFACE DRILLING AND SAMPLING INFORMATION.

INQUIRY #28: Will three separate individuals be required on this project a SSHO, CQC manager and a superintendent?

USACE RESPONSE INQUIRY #28: The SSHO may not serve as the Quality Control Manager. The SSHO may serve as the Superintendent. Please see spec section 01 35 26 and 01 45 00.10 20.

INQUIRY #29: Will the guardrail on rt 45 be removed and reused or need to be new?

USACE RESPONSE INQUIRY #29: The contractor is required to replace the guardrail such that it is in the same condition as it is now. How the contractor does that is up to the contractor’s means and methods.

INQUIRY #30: Will the contractor be allowed to remove more wall for access to the river side?

USACE RESPONSE INQUIRY #30: Contract plans do not specify a length of floodwall to be removed.

Contractor may remove some additional wall to improve access so long as the proposed demolition plan is accurately reflected in the “demolition plan” preconstruction submittal. The demolition plan must be reviewed approved prior to work. Temporary flood control structures must maintain full line of protection.

INQUIRY #31: Are excavated spoils to be hauled of CCDD or subtitle D?

USACE RESPONSE INQUIRY #31: Onsite soil can be moved to other locations onsite per Section 31 00 00, paragraph 3.6 as long as it is not mixed with CCDD per Section 01 57 20.01 03, paragraph 1.2.4 or hazardous materials per 1.2.3. If soil is mixed with CCDD, it is all considered CCDD as defined by Illinois EPA. Soil could also become contaminated from Contractor Generated Hazardous Waste (ie spilling gas, paint, etc).

Proper disposal of CCDD, hazardous waste, and other waste is spelled out in Section 01 57 20.01 03, 3.5.X.

INQUIRY #32: Due to a pending addendum which was eluded to at the virtual prebid meeting we are requesting the bid date be postponed 1 week to allow all our subcontractors and suppliers to incorporate this addendum with all the questions asked into their bids.

USACE RESPONSE INQUIRY #32: Please see amendment publishing of bid opening extension. The response due date and time is October 22, 2020 by 3:00 p.m. (Central Time).

INQUIRY #33: Based on the number of RFI's our firm has alone submitted, and with three business days remaining until the current bid opening date, we respectfully request that the bid date be pushed one week.

USACE RESPONSE INQUIRY #33: Please see USACE response inquiry #32 via this amendment no. 0004.

INQUIRY #34: 40 95 00 Pump Station Control System; The specifications for the pump control system appears to be a dedicated PC computer based system with features that no off the shelf PLC/HMI system has such as 7 ports, computer specs instead of PLC specs, cloud based monitoring, etcetera. Would it be acceptable to use a standard Allen Bradley PLC and HMI system programmed to meet the intent of the specifications for pump control?

USACE RESPONSE INQUIRY #34: Bid as shown

INQUIRY #35: On the attached one line, it shows a 12.47 kv to 480 v electrical transformer, which I could provide to non-utility customers in Illinois. I was wondering if you can weigh in, do you plan on owning that piece of equipment or is that a comed/utility owned unit? I am the sales representative for GE Prolec, I’ve also attached a quick sales document on the GE Prolec transformer line which has some details on what we would bid. Thank you for any information you can provide.

USACE RESPONSE INQUIRY #35: Transformer is customer owned.

INQUIRY #36: It appears the electrical ductbank from the transformer to the pump station will need to be installed below the culvert due to clearance issues above the culvert. Can the conduits be installed through the culvert cradle?

If not, what is the minimum clearance between the culvert cradle and the electrical ductbank? Also please provide a ductbank profile from transformer to the pump station.

USACE RESPONSE INQUIRY #36: The secondary ductbank should be installed beneath the culvert bedding, as per the note added to sheet ES-101. The profile of the ductbank is not set, but should be as needed to clear the new culvert installation.

INQUIRY #37: Are VFD’s external to the MCC acceptable?

USACE RESPONSE INQUIRY #37: It is recommended that the VFDs stay within the MCC. The top of the pump station is already crowded and we wouldn’t want any hardware mounted to the lower sides of the structure at ground level.

INQUIRY #38: Please provide as-builts or contract drawings to the structures to be tied into

USACE RESPONSE INQUIRY #38: As-builts of the relevant structures (floodwall, existing pump station, and existing closure structures) are provided in the R-series drawings of the plan set.

INQUIRY #39: Please confirm that the pump VFD's are to be integral to the MCC, and provided by the electrical contractor

USACE RESPONSE INQUIRY #39: Yes, the pump VFD's are to be integral to the MCC, and provided by the electrical contractor as depicted on sheet E-501 in the plan set.

INQUIRY #40: Please confirm that the CT's for the service transformer are to be included in option bid item #27 "750 kVA Pad Mount Service Transformer''

USACE RESPONSE INQUIRY #40: Yes, the CT's for the service transformer are to be included in option bid item #27 "750 kVA Pad Mount Service Transformer.'' See Specification Section 01 22 00.00 10, Page 7, wherein provides:

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

INQUIRY #41: Please provide a drawing detailing the installation and location for the generator dock shown on the E-601 one-line diagram

USACE RESPONSE INQUIRY #41: Details for the generator dock are in the notes of E-601. Should be installed on the north side of the pump station for easy access.

INQUIRY #42: Please confirm that no lighting is required in the wet wells

USACE RESPONSE INQUIRY #42: Yes, no lighting is required in the wet wells as depicted on the overall electrical plan on E-101 and the section of the pump station on E-301.

INQUIRY #43: Please confirm that the Arc Flash and Coordination Studies are provided by others, and the electrical contractor is only responsible for providing equipment and settings information.

USACE RESPONSE INQUIRY #43: Yes, the Arc Flash and Coordination Studies are provided by others,and the electrical contractor is only responsible for providing equipment and settings information. A full description of the responsibility of the arc flash study requirements are listed in the Electrical Safety Notes on plan E-001.

INQUIRY #44: Will a full opening of Backflow Str #1 and Closures #6 & #7 be allowed to aid in bypass operations?

USACE RESPONSE INQUIRY #44: The contractor will be allowed full use of Backflow Str #1, Pump Station #2 and Closures #6 & #7 to aid in bypass operations. The contractor should be aware that last year there were 90 days where the river elevation was higher than the outlet pipes on these structures. The bypass plan should account for this possibility to avoid any potential exposure to flooding through the existing structures. Please see amended specification section 33 40 00 Bypass Plan via this Amendment no. 0004.

INQUIRY #45: Is the duct under Route 45 for electrical bored or open cut?

USACE RESPONSE INQUIRY #45: We don't clarify the means to do the work as that needs to be coordinated with the city and utility. It is expected that the contractor will electrically bore as to limit the impact on the use of the road.

INQUIRY #46: Earthwork Question. At the virtual prebid there were questions regarding CCDD soil disposal.

Sheet C-102 Note one indicates that all surplus soil is to be used to fill a low spot 550’ feet to the north of the work area. Please verify all excavated soil will be deposited here and grade to drain to the river.

USACE RESPONSE INQUIRY #46: Yes, all surplus soil should be placed in the area as designated by the plans.

INQUIRY #47: Has an LPC663 soil report been done on the area for the project?

USACE RESPONSE INQUIRY #47: No, LPC33 soil report has not be done on the area for the project.

INQUIRY #48: Has Testing been done to allow for CCDD or is that the responsibility of the contractor?

USACE RESPONSE INQUIRY #48: It is the contractor’s responsibility

INQUIRY #49: With Regard to the new ComEd service I asked if the ACOE could include an bid item allowance (cost reimbursable line item) to cover the cost of the service. It is very difficult for an electrical contractor to get a firm cost out of ComEd prior to the award of a contract.

USACE RESPONSE INQUIRY #49: A new line item has been added to the bid schedule to incorporate a government allowance for the ComEd service.

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 start- up 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.

INQUIRY #51: Since there is an obvious significant addendum going to be issued and there is no less than a week to the postponed bid date, I am request another 2 week extension form the date of the addendum to allow for proper distribution to our subcontractors and suppliers and to allow enough time to consider the addendum in our proposal.

USACE RESPONSE INQUIRY #51: Please see USACE response inquiry #32 via this amendment no. 0004.

G. 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.

END OF AMENDMENT NO. 0004

(The aforementioned Specification Sections, Drawing Sheet, and Bid Schedule follows)

REVISED (VIA AMENDMENT NO. 0004)

Section 00 10 00 – Solicitation

CONTRACT BID FORM BID SCHEDULE

THE BELOW BID FORM SERVES AS THE BID SCHEDULE AND SHALL BE USED BY THE BIDDER TO

ENTER ITS BID PRICING

DISTINCTION OF LINE ITEMS:

The below Bid Schedule contains a combination of Firm Fixed Price (FFP) and cost reimbursable line items.

Although “FFP” is shown in the description of the cost reimbursable line items, it is not to be construed as a Firm Fixed Price line item. In this case, the FFP represents the Contract Type, which is firm fixed price. Therefore, the contractor will be reimbursed as stated within the extended description of the cost reimbursable line items.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

MOBILIZATION (BASE)

FFP

Under this CLIN, the contractor is required to perform mobilization activities. The contractor will be compensated for the totality of its activities needed to mobilize its equipment and labor force to the project site.

Payment Provisions: The Government will pay all costs for the mobilization of all of the Contractor's plant and equipment at the lump sum price for this item. The Contracting Officer or its Representative may require the Contractor to furnish cost data to justify its bid price for this item if the Contracting Officer deems there's no reasonable relationship to the cost of the work in this contract. Failure to justify the line item price to the satisfaction of the Contracting Officer will result in payment determined by the Contracting Officer of the actual costs, which is not subject to appeal.

PURCHASE REQUEST NUMBER: W81G6693097811

PSC CD: N043

NET AMT

0002 1 Job

DEMOBILIZATION (BASE)

FFP

Under this CLIN, the contractor is required to perform demobilization activities.The contractor will be compensated for the totality of its activities needed to demobilize its equipment and labor force to the project site.

Payment Provisions: The Government will pay all costs for the demobilization of all of the Contractor's plant and equipment at the lump sum price for this item. The Contracting Officer or its Representative may require the Contractor to furnish cost data to justify its bid price for this item if the Contracting Officer deems there's no reasonable relationship to the cost of the work in this contract. Failure to justify the line item price to the satisfaction of the Contracting Officer will result in payment determined by the Contracting Officer of the actual costs, which is not subject to appeal.

0003 1 Job

TEMPORARY CONSTRUCTION FACILITIES (BASE)

FFP

& CONTROLS

0004 1 Job

MAINTENANCE OF TRAFFIC (BASE)

FFP

0005 1 Job

DEMOLITION AND REMOVAL (BASE)

FFP

0006 1 Acre

CLEARING AND GRUBBING (BASE)

FFP

0007 1 Job

REINFORCED CONCRETE STRUCTURE (BASE)

FFP

AND MISCELLANEOUS METAL

For the work involved for this Contract Line Item, the Contractor shall refer to the Project Specifications, Section 01 22 00, para 1.1.6.

0008 1 Job

AXIAL FLOW PROPELLER PUMP (BASE)

FFP

The work for this Contract Line Item includes but is not limited to: three axial flow pumps, three FSI devices, 30" discharge pipe with flanges, three discharge columns, three 6" steel pipe air vents, pump/pipe supports.

Full requirements are located at the Project Specifications, Section 35 45 02.00 10.

The FSI devices, the discharge pipe with flanges, 6" stell pipe air vent, the discharge columns, pump/pipe supports shall be painted in accordance with paragraph "COLE TAR EPOXY PAINTING SYSTEM" Project Specifications, Section 33 61 13.19.

0009 1 Job

SUMP PUMP (BASE)

FFP

The work for this Contract Line Item includes but is not limited to: one sump pumps, 6" discharge pipe with flanges, an air release valve, pump/pipe supports.

Full requirements are located at the Project Specifications, Section 33 61 13.19.

The discharge pipe with flanges, pump/pipe supports shall be painted in accordance with paragraph "COLE TAR EPOXY PAINTING SYSTEM" Project Specifications, Section 33 61 13.19.

0010 3 Each

FLAP GATE (BASE)

FFP

0011 1 Each

DUCKBILL VALVE (BASE)

FFP

0012 1 Job

ELECTRICAL COMPONENTS (BASE)

FFP

For the work involved for this Contract Line Item, the Contractor shall refer to the Project Specifications, Section 01 22 00, para 1.1.9.

0013 1 Job

SEEDING (BASE)

FFP

For the work involved for this Contract Line Item, the Contractor shall refer to the Project Specifications, Section 01 22 00, para 1.1.10.

0014 1 Job

TOPSOIL (BASE)

FFP

For the work involved for this Contract Line Item, the Contractor shall refer to the Project Specifications, Section 01 22 00, para 1.1.11.

0015 1 Job

CLOSURE STRUCTURE 6 (BASE)

FFP

MODIFICATIONS

0016 45 Linear

Foot

5' X 5' CULVERT (BASE)

For the work involved for this Contract Line Item, the Contractor shall refer to the Project Specifications, Section 01 22 00, para 1.2.4.

0017 1 Job

PUMP STATION #2 MODIFICATIONS (BASE)

FFP

0018 37 Linear

6' X 4' CULVERT (BASE)

For the work involved for this Contract Line Item, the Contractor shall refer to the Project Specifications, Section 01 22 00, para 1.2.5.

0019 1 Job

PUMPSTATION OUTLET (BASE)

FFP

0020 1 Lot

GOVERNMENT PRICE ALLOWANCE FOR COMED

FFP

TRANSFORMER CONNECTION FEE

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 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.

0021 1 Lot

PERFORMANCE AND PAYMENT BOND (BASE)

FFP

FOR BID ITEMS 0001 THROUGH 0020

COST REIMBURSABLE LINE ITEM - REIMBURSED AS FOLLOWS: The Government will reimburse the Contractor for the actual cost of acceptable bonds for ITEMS 0001 to 0006 (including respective sub-line items), upon receiving evidence of payment (i.e. paid invoice) from the bonding company or agency, not to exceed the total amount of this contract line item. The Government will not pay more than the amount bid for this line item. If the actual bond costs are less than the line item amount, the contract will be modified to adjust the line item accordingly. Adjustment(s) to the line item will also be made for any revisions associated with contract changes. re: FAR 52.232-5(g)

0022 1 Job

OPTION DEMOLITION AND REMOVAL (OPTION)

FFP

0023 1 Job

OPTION BACKFLOW STRUCTURE #1 (OPTION)

FFP

MODIFICATIONS

0024 75 Linear

OPTION 6' X 4' CULVERT (OPTION)

For the work involved for this Contract Line Item, the Contractor shall refer to the Project Specifications, Section 01 22 00, para 1.2.5.

0025 1 Job

OPTION SEEDING (OPTION)

FFP

For the work involved for this Contract Line Item, the Contractor shall refer to the Project Specifications, Section 01 22 00, para 1.1.10.

0026 1 Job

OPTION TOPSOIL (OPTION)

FFP

For the work involved for this Contract Line Item, the Contractor shall refer to the Project Specifications, Section 01 22 00, para 1.1.11.

0027 1 Job

OPTION PRIMARY DUCT BANK (OPTION)

0028 1 Job

OPTION 750 KVA PAD MOUNT SERVICE (OPTION)

FFP

TRANSFORMER

0029 1 Lot

OPTION PERFORMANCE AND PAYMENT BOND (OPTION)

FFP

FOR BID ITEMS 0021 THROUGH 0027

COST REIMBURSABLE LINE ITEM - REIMBURSED AS FOLLOWS: The Government will reimburse the Contractor for the actual cost of acceptable bonds for ITEMS 0001 to 0006 (including respective sub-line items), upon receiving evidence of payment (i.e. paid invoice) from the bonding company or agency, not to exceed the total amount of this contract line item. The Government will not pay more than the amount bid for this line item. If the actual bond costs are less than the line item amount, the contract will be modified to adjust the line item accordingly. Adjustment(s) to the line item will also be made for any revisions associated with contract changes. re: FAR 52.232-5(g)

SUMMATION OF BID PRICES

TOTAL AMOUNT FOR BASE WORK (ITEM Nos 0001 THROUGH 0021, to include the $15,000.00 government price allowance at Item 0020):

TOTAL AMOUNT FOR THE OPTION ITEMS (OPTION LINE ITEMS 0022 THROUGH 0029):

OVERALL TOTAL BID AMOUNT: (LINE ITEMS 0001 THROUGH 0029 to include the aforementioned government price allowance at Line item 0020):

END OF REVISED BID SCHEDULE

EXISTING OVERHEAD COMED POWER LINE

EXISTING POWER POLE

PRIMARY DUCT BANK

SECONDARY DUCT BANK

SERVICE TRANSFORMER

SERVICE DISCONNECT

EXISTING POWER DUCT BANK

PUMP STATION

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GENERAL NOTES

1. UTILTY TRANSFORMER AND RACEWAY FEED NOT SHOWN IN FINAL

LOCATION/CONFIGURATION, AND ARE TO BE UTILIZED FOR BIDDING

PURPOSES ONLY. CONTRACTOR SHALL COORDINATE WITH UTILTY ON BEST

LOCATION AND ROUTING PATH FROM EXISTING UTILITY LINE TO

STATION/MOTOR CONTROL CENTER LOCATION.

2. CONTRACTOR SHALL COORDINATE PROCUREMENT OF SERVICE WITH

COMMONWEALTH EDISON COMPANY (UTILITY) AND BE RESPONSIBLE FOR

ALL COSTS INCURRED. UTILITY POINT OF CONTACT IS:

CALANDRA F. DAVIS

847-870-2050

CALANDRA.DAVIS@COMED.COM

3. CONTRACTOR SHALL PROVIDE PRIMARY DUCT BANK FROM BASE OF

EXISTING UTILITY POLE DIRECTLY ADJACENT TO STATION TO

TRANSFORMER MOUNTING PAD . PRIMARY AND SECONDARY DUCT BANKS

SHALL BE IN ACCORDANCE WITH DETAILS E1 AND A5 ON SHEET E-503.

RANSITION FROM EXISITNG UTILITY POLE TO PRIMARY DUCT BANK SHALL BE

N ACCORDANCE WITH DETAIL A1 ON SHEET E-503.

4. SERVICE GROUNDING SHALL BE IN ACCORDANCE WITH SECTION 3.13 OF

SPECIFICATION 33 71 02 - UNDERGROUND ELECTRICAL DISTRIBUTION.

5. SEE DETAILS FOR THE PADMOUNT TRANSFORMER CONCRETE PAD,

TRANSFORMER PRIMARY DUCT BANK TRANSITION TO UTILITY POLE, AND

CONCRETE ENCASED LOW VOLTAGE POWER DUCT BANK SHEET E-502.

6. PRIOR TO ALL DIGGING/EXCAVATION WORK, CONTRACTOR SHALL

DETERMINE ALL LOCATIONS OF EXISTING UTILITIES. ROUTING OF ELECTRICAL

WORK MAY CHANGE DUE TO LOCATIONS AND UTILITY INSTRUCTION DURING

COORDINATION.

7. THE SECONDARY DUCTBANK SHOULD BE INSTALLED BENEATH THE CULVERT

BEDDING. THE PROFILE OF THE DUCTBANK IS NOT SET, BUT SHOULD BE AS

NEEDED TO CLEAR THE NEW CULVERT INSTALLATION.

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 15 PAGES

Levee 37 Pump Station Upgrade, Village of Mount Prospect

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

Candidates

SD-06 Test Reports

1.8 G CNConstruction Progress

Photographs

SD-11 Closeout Submittals

1.8.2 G CNConstruction Complete

Photographs

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)

SD-06 Test Reports

1.4Monthly Exposure Reports

1.12Notifications and Reports

1.12.2 G CN SOAccident Reports

1.12.3LHE Inspection Reports

SD-07 Certificates

1.6.1.5Crane Operators/Riggers

1.7.2.2 G CNStandard Lift Plan

1.7.2.3 G CNCritical Lift Plan

SUBMITTAL REGISTER

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TITLE AND LOCATION CONTRACTOR

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P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

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AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 15 PAGES

Levee 37 Pump Station Upgrade, Village of Mount Prospect

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

SUBMITTAL REGISTER

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G O V T

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 15 PAGES

Levee 37 Pump Station Upgrade, Village of Mount Prospect

01 78 00 SD-08 Manufacturer’s Instructions

1.11Preventative Maintenance

1.11Condition Monitoring (Predictive

Testing)

1.11Inspection

1.12.1Instructions

SD-10 Operation and Maintenance

Data

1.13 G CNOperation and Maintenance

Manuals

SD-11 Closeout Submittals

1.6Intermediate Working CAD

Drawing Submittal

1.7.1Final CAD Drawing Submittal

1.7.2 G CNFinal CAD Drawing Backcheck

Submittal

1.7.4 G CNFinal Approved Shop Drawings

1.7.4.1 G CNFinal Approved Specifications

02 41 00 SD-01 Preconstruction Submittals

1.2.2 G CNDemolition Plan

1.9Existing Conditions

SD-07 Certificates

1.6 G CNNotification

03 30 53 SD-02 Shop Drawings

1.4 G DTInstallation Drawings

SD-03 Product Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 15 PAGES

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

Reports

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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

SD-07 Certificates

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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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…