2 - Amendment 1 - Attachment - Bidder Questions and Answers.pdf

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Attached to
MCC Chicago - FS Drainage and Floor Federal contract opportunity
Solicitation number
15BFA023B00000043
Issued by
Department of Justice Bureau of Prisons Field Acquisition Office

About this file

This document contains questions and answers related to solicitation number 15BFA023B00000043 from the Department of Justice Bureau of Prisons Field Acquisition Office for drainage and flooring work at the Metropolitan Correctional Center in Chicago. The questions and answers clarify details of the statement of work such as confirming the existing slope of the floor will be acceptable; specifying the installation of 2-inch cant cove base around the total floor and structural columns; and noting that scanning of the floor prior to saw cutting is recommended. Kitchen equipment will be removed by institution staff prior to construction and utility connections will remain and be protected by the contractor.

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Other files for this federal contract opportunity

Other files attached to MCC Chicago - FS Drainage and Floor, newest first.
File Type Posted
1 - Abstract of Offers - Chicago FS Drainage and Floor.pdf PDF
2 - Amendment 0001 - SF30.pdf PDF
2 - Amendment 1 - Attachment - WD IL20230009 - 09.22.2023.pdf PDF
1 - Instructions to Bidders.pdf PDF
1 - Attachment 3 - WD - IL20230009 - 07.14.2023.pdf PDF
1 - Attachment 4 - Criminal History Check Form.pdf PDF
1 - Solicitation - FINAL.pdf PDF
1 - Attachment 5 - Bid Bond.pdf PDF

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Text version

MCC CHICAGO – FS DRAINAGE AND FLOOR

PROJECT 23Z4AN7 - QUESTIONS & ANSWERS

SOLICITATION 15BFA023B00000043

1. Slope of floor: Will the current slope of the floor for drainage be acceptable or is the contractor responsible for resloping the floor?

CLARIFICATION: The SOW requires no RESLOPING.

2. The tile base cove will be removed by others. Prime Coat normally installs a 45 degree angle 2” Cant cove base.

Would that be acceptable?

CLARIFICATION: See SOW, page 2: 1. Thecontractorshallberesponsibleforremovingtheexisting
quarrytilefloorsandthin‐setmortardowntosoundconcretesubstratesanddisposedofinacontractor
provideddumpster.ThisworkwillbecompletedintheentireFoodServicearea,includingthetileinall3
coolerboxes(Dairy,FoodBank,Produce)andFoodServiceAdministratorOffice.Approximately5000sqft.

3. Is Cove base required around cement columns, if so, the stainless-steel wrap would need to be removed during demo process. (See picture that Officer took, I did not get a copy of them)

CLARIFICATION: See SOW, page 3: 15.ThecontractortoInstall2‐inchCantcovebasetothefloor/wall
interfacearoundthetotalfloorandaroundtheseven(7)structuralcolumnstoprovideawatertight
“bathtubeffect”fortheentirearea.NOTE:NocovebaseagainstFreezerandRefrigeratorinsulatedpanel

walls.

4. If you are facing the Power panels the one to the right, next to the cement column, has a very tight opening. I could not get my hand between panel and column, would best prep and coating effort be acceptable, or can the panel be moved?

CLARIFICATION: Best prep and coating effort will be acceptable.

5. We are basing our saw cutting to cut around the drains with a 2’ x 2’ perimeter. Is that sufficient or do you require us to cut a greater perimeter around the drains to create greater slope for drainage?

CLARIFICATION: See SOW, page 2: 9.Contractortoremoveallconcreteneededtomakeall
repairs/replacements.Allconcretepreppingandcuttingequipmentwillbeelectrical,withallconstruction
workbeinginabasementnogas‐poweredequipmentwillbeallowed.Wetcutsawsanddustcontrolling
vacuumswillbeusedonallequipment.

6. How thick is the existing concrete floor, and what thickness is expected to be poured back?

CLARIFICATION: Thickness is 5”-7”. See SOW, page 2: 11.Afterallplumbingrepairs/additionshavebeen
made,thecontractorwillensureallconcreterepairsaredoneinsuchawaythatthenewseamlesscoating
canbeinstalledovertheseconcreterepairsinareasonableamountoftime(EXAMPLE:additiveto
concretemixtospeedupcuretimes).TimeframeswillbediscussedandapprovedbytheMCCFacility
Manager,andCOR.

7. Is scanning of the floor required prior to saw cutting?

CLARIFICATION: It is recommended. See SOW, page 2: 8.ItshallbetheresponsibilityoftheContractorto
completeworkinaccordancewithFederal,State,andLocalCodeStandards.Additionalproceduresand
materialsmayberequiredthanisindicatedherein.Ifanyitemspecifiedhereinconflictswiththe
applicablecodesandrecommendations,theContractorshallbringittotheattentionoftheContracting
OfficerRepresentativeforimmediateresolution.

8. There are 2 existing trench drains. I believe only 1 is shown on drawing. Confirming no work is being done with either?

CLARIFICATION: Correct.

9. Please confirm that all disconnecting of equipment, any reworking of supplies, and reconnecting of kitchen equipment is to be done by owner?

CLARIFICATION: See SOW, page 2: The Food Service/Kitchen Area indicated by the drawings shall be deemed a “construction zone” and will not be active during the life of this project. All kitchen equipment such as, but not limited to ovens, griddles, steam kettles, mixers, warmer tables, dishwashers, carts, sinks, etc., will be removed by the institution staff prior to the Contractor beginning demolition and construction. The three existing walk‐in coolers will remain in the kitchen during construction. The utility rough‐in connections for all removed kitchen equipment will remain, and the Contractor shall protect all connection points from potential construction damage. The Contractor shall replace all damaged equipment connections to match existing; so as not to hamper the institution’s re‐ installation of equipment.

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