CMS Site Renovations Addendum No 1 - 260416-02.pdf

CENTENNIAL MIDDLE SCHOOL SITE RENOVATIONS

April 10, 2026

ADDENDUM NO. ONE (1)

THE FOLLOWING CHANGES, ADDITIONS, AND DELETIONS TO THE CONTRACT DOCUMENTS

DATED April 10, 2026, HEREBY BECOME A PART OF THE CONTRACT DOCUMENTS, PER THE

ORIGINAL CONTRACT DOCUMENTS DATED MARCH 25, 2026.

NOTIFY ALL SUBCONTRACTORS AFFECTED BY THIS ADDENDUM.

BID DUE UNCHANGED: Thursday, April 16, 2026, 2:00 PM

SPECIFICATIONS

1. Bid Form – Bid Form has been revised to add Alternate #1 to install an owner furnished covered play shelter. See Item 2 under drawings and the attached basis of purchase.

DRAWINGS

1. Sheet L1.1 – The six (6) indicated tables and chairs are to be changed to be provided and installed by contractor. The basis of design for the tables and chairs are the Belson Outdoors Model CA46R-I – 46” Round top pedestal picnic table, 18” seat height, in-ground mount with post (sold separate), #9 gauge expanded metal – advantage coating. Color TBD from stock colors. This model has 4 seats.

One of the 6 shall have 3 seats to meet ADA (Model CA463R-1).

2. Sheets L1.1 and L3.1 refer to covered play shelter by others. The district has purchased the covered play shelter and is including as an alternate here the installation of this shelter (OFCI). The district will have the kit delivered to the site with all parts for assembly by 7/31/26. The alternate shall include unloading of the kit, the concrete and rebar for the footings, and all associated labor, equipment, and supervision for its erection. Drawings are attached here for the last installation in district as a basis for the pricing. Shop drawings are not yet available for the actual shelter. When those arrive, the contractor will be allowed to submit a change order for any added components or challenges not shown in these drawings. If the alternate is NOT accepted, this contractor shall coordinate access and install of a district-provided installer.

GENERAL INFORMATION

1. Record of Attendance of the non-mandatory Pre-bid conference attached.

2. Pre-Bid conference agenda attached.

END OF ADDENDUM ONE (1)

Attachments Revised Bid Form Covered Play shelter Reference Drawings (20 sheets) Pre-Bid Record of Attendance Pre-Bid Agenda

CENTENNIAL SCHOOL DISTRICT

SECTION 00 41 00

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BID FORM - REVISED

BIDS TO CENTENNIAL SD DISTRICT OFFICE

18135 SE BROOKLYN

STREET PORTLAND,

OREGON 97236

The undersigned hereby proposes to furnish all necessary materials, superintendence, labor, plant, equipment, tools, and accessories to perform site renovations at Centennial Middle School in Portland Oregon in full conformity with Contract Documents in consultation with DLR Group, 110 SW Yamhill Street, Portland, OR 97204.

Per the Contract Documents associated with this project, the district reserves the right to award contracts, or to reject all bids as may be determined to be in the best interest of the district.

Total Base Bid

(numeric) $

(written) Dollars

Alternate #1 – Install Owner Provided Shelter kit. Concrete, rebar, and all labor, equipment, and supervision necessary to install it:

(numeric) $

(written) Dollars

Bidder's Name:

The undersigned has attached the required 5% Bid Security to this Bid.

If awarded the Contract, the undersigned agrees to be bound by the Agreement with the Owner, to present the required performance and payment bonds within 15 days of Notification to Proceed and to substantially complete the work within the time stipulated in Section 01 11 00, Summary of Work.

Addenda: Receipt is hereby acknowledged of Addendum through .

The Undersigned certifies that: (1) This Bid has been arrived at independently and is being submitted without collusion with and without any agreement, understanding, or planned common course of action with any other vendor of materials, supplies, equipment or services described in the invitation to bid designed to limit independent bidding or competition; and (2) The contents of the Bid have not been communicated by the Undersigned or its employees or agents to any person not an employee or agent of the Undersigned or its surety on any Bond furnished with the Bid and will not be communicated to such person prior to the official opening of the Bid.

Insurance: Is your insurance equal to or greater than required?

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Liability & Property Damage Yes No Company:

Vehicle Liability Yes No Company:

Worker’s Compensation Yes No Company:

Representations and Certifications:

1. It is understood that the Bidder, before signing his/her bid form, has made a careful examination of the plans, specifications, and character of work required; that he/she has made a careful examination of the location and condition of the work, verified all measurements at the job site, and sources of supply of materials.

2. Oregon Business Registration: To transact business in the State of Oregon, a Bidder must be registered with the State of Oregon Corporations Division. Please indicate your business' current registration type with an "X" in the appropriate space:

Corporate Registration

Assumed Business Name Registration

3. Oregon Preference for Oregon Goods and Services In compliance with ORS 279A.120, each Bidder must state in its bid form whether it is a resident or non-resident bidder and if a non-resident bidder the state the bidder is a resident of. . Bids that fail to provide this information will be considered nonresponsive and will be rejected.

DEFINITION - RESIDENT BIDDER: A bidder that has paid unemployment taxes or income taxes in this state during the 12 calendar months immediately preceding submission of the bid, has a business address in this state and has stated in the bid whether the bidder is a "resident bidder."

DEFINITION – NON-RESIDENT BIDDER: A bidder who is not a resident bidder as defined above. Indicate by an "X" in the appropriate space whether you are an Oregon resident bidder or non-resident bidder:

Oregon Resident Bidder Non-Resident Bidder

Bidder State of Residence: _________________________________

The Undersigned certifies that it is not an education service district.

4. The Undersigned agrees to be bound by and will comply with the provisions of ORS 279C.800 et. seq, including but not limited to 279C.838 and 279C.840 pertaining to the payment of the prevailing rates of wage.

5. The Undersigned's CCB registration number is . If applicable, the Undersigned's State Landscape Contractors Board licensed number is . As a condition to submitting a bid, a Contractor must be registered with the Oregon Construction Contractors Board in accordance with ORS 701.035 to 701.055 and/or the State Landscape Contractors Board licensed number, and disclose the appropriate numbers. Failure to register and disclose the numbers, as applicable, will make the bid unresponsive and it will be rejected.

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6. The Undersigned hereby certifies that all subcontractors who will perform construction work as described in ORS 701.005 are or will be registered with the Construction Contractors Board in accordance with ORS 701.035 to 701.055 or State Landscape Contractors Board, as applicable, at the time the subcontractor(s) made a bid to work under the contract.

7. The Undersigned certifies that it has not discriminated against minority, women, or emerging small businesses in obtaining any subcontracts for this project as required by ORS 279A.110(4).

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By signature below, Contractor agrees to be bound by this Bid.

NAME OF FIRM

ADDRESS

FEDERAL TAX ID

TELEPHONE NO.

EMAIL.

SIGNATURE 1)

Sole Individual – Signature

2)

Sole Individual – Printed Name or 2)

Partner or 3) Authorized Officer of Corporation – Signature

Authorized Officer of Corporation – Printed Name

Attested: Secretary of Corporation

Payment information will be reported to the IRS under the name and taxpayer ID # provided above. Information not matching IRS records could subject Contractor to 31 percent backup withholding.

Required Attachments:

1- Bid Security

2- Subcontractor disclosure (separate cover) 3- Power of Attorney as required

END OF BID FORM

03/12/2025

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DATE: 3/10/25

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CHECKED BY:

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DRAWN BY:

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ENGINEER:

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SHEET NUMBER:

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SHEET TITLE:

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JOB NAME:

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CONTRACTOR:

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LOCATION:

AutoCAD SHX Text 345 North Main Street Ste. A, Brigham City, Utah 84302 (435) 734-9700 Fax (435) 734-9519

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PLAN ISSUE DATES

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DATE:

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BY:

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DESCRIPTION:

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MVE JOB NUMBER:

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AutoCAD SHX Text 3-19-25

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FOR PERMIT

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FOR CONSTRUCTION

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COORDINATE THIS DRAWING WITH THE PACIFIC BUILDING SYSTEMS ANCHOR BOLT PLAN.

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NOTE:

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INDICATES APPLICABLE FOOTING DETAIL.

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FOUNDATION PLAN SCALE: 1/4"=1'-0"

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STEEL LINE

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FOUNDATION NOTES

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1. Design Information and Loads A. Foundation design in accordance with 2022 Oregon Structural Specialty Code using the reactions provided by the metal building manufacturer for the following design criteria. B. Minimum Uniform Roof Snow Load . . . . . . . . . 25 psf 25 psf Ground Snow Load . . . . . . . . . . . . . . . . . . 20 psf 20 psf Roof Snow Load . . . . . . . . . . . . . . . . . . . 25 psf 25 psf C. Roof Live Load . . . . . . . . . . . . . . . . . . . . 20 psf D. Roof Collateral Load . . . . . . . . . . . . . . . . . 5 psf E. Wind Speed . . . . . . . . . . . . . . . . . . . . . . 108 mph 108 mph Exposure . . . . . . . . . . . . . . . . . . . . . . . B B F. S . . . . . . . . . . . . . . . . . . . . . . . . . . 0.730 DS . . . . . . . . . . . . . . . . . . . . . . . . . . 0.730 . 0.730 0.730 G. SDC . . . . . . . . . . . . . . . . . . . . . . . . . . D D H. Frost Depth . . . . . . . . . . . . . . . . . . . . . . 1'-0" 1'-0" 2. Earthwork A. The foundation has been designed and the site soils should be prepared for the foundation, in accordance with the recommendations in the geotechnical investigation report by: Shawn Dimke, P.E. of GEO DESIGN INC. 9450 SW Commerce Cirlce, Suite 300, Willsonville, Oregon 97070 Phone: (503) 968-8787 Project: CentSD-4-01 B. Foundation Design Values i. Allowable Soil Bearing Pressure - 1500 psf Allowable Soil Bearing Pressure - 1500 psf ii. Coefficient of Friction - 0.25 iii. Passive Earth Pressure - 200 psf/ft of depth C. The site soils shall be prepared for the foundation in accordance with the geotechnical report referenced above. The contractor shall verify that soil under footings is suitable to support footings. D. It is the responsibility of the contractor to ensure that the depth of the bottom of the foundation is far enough below the adjacent grade to ensure adequate frost protection. 3. Concrete and Reinforcement A. Material Standards i. Concrete a. Footings: Exposure Classes F0, S0, W0, C0 f'c = 3000 p.s.i., max. w/cm ratio = 0.55 b. Exterior Walls: Exposure Classes F1, S0, W0, C1 f'c = 3500 p.s.i., max. w/cm ratio = 0.55 c. Interior Walls: Exposure Classes F0, S0, W0, C0 f'c = 3000 p.s.i., max. w/cm ratio = N.A. d. Interior Slabs: Exposure Classes F0, S0, W0, C0 f'c = 3500 p.s.i., max. w/cm ratio = 0.55 e. Air content for Exposures F1-F3 must meet the requirements of Table 19.3.3.1 of ACI 318-19. Air-entraining admixtures shall conform to ASTM C260 f. Use Type II cement for Exposure Class S0. For Exposure Use Type II cement for Exposure Class S0. For Exposure Classes S1, S2 and S3 use Type II or Type V as required in Table 19.3.2.1 of ACI 318-19. Cement shall conform to ASTM C150 g. Calcium Chloride admixture shall not be used in Exposures S2 and S3 h. Normal weight aggregates - ASTM C33 ii. Reinforcing a. Rebar - ASTM A615 Grade 60 (Fy = 60 ksi) b. Welded wire - ASTM A1064 c. Epoxy/Adhesive - Simpson SET-XP (ICC-ES ESR-2508), Adhesive - Simpson SET-XP (ICC-ES ESR-2508), - Simpson SET-XP (ICC-ES ESR-2508), Hilti RE-500V3 (ICC-ES ELC-3814), or Dewalt Pure110+ (ICC-ES ESR-3298) unless noted otherwise in the drawings. iii. Anchor Rods/Bolts a. All anchor rods shall be cast-in-place headed anchor rods. a. All anchor rods shall be cast-in-place headed anchor rods. Use of post-installed (epoxy, adhesive, expansion, screw, etc.) anchors is not allowed without written permission from MVE or unless specifically noted in the drawings. b. Steel column anchor rods/bolts - ASTM F1554 Grade 36 with ASTM A563 heavy hex nuts and hardened washers (unless noted otherwise) c. Wood framing anchors - ASTM A307 with A36 plate washers d. Headed stud anchors (HSA) - ASTM A108 e. Deformed bar anchors (DBA) - ASTM A496 f. Screw Anchors for jambs as indicated in the typical anchor rod schedule - Simpson Titen HD (ICC-ES ESR-2713), Hilti Kwik HUS-TZ (ICC-ES ESR-3027), or Dewalt Screwbolt+ (ICC-ES ESR-2526) g. Use of hooked anchor rods/bolts is limited under the ACI and the OSSC. Headed anchor rods/bolts must be used where indicated in the details. h. The symbols A.R./ A.B. as shown in the drawings indicate the center line of the anchor rod/bolt pattern, not the center line of any individual anchor rod/bolt. B. Detail reinforcing to comply with ACI 315 "Manual of Standard Practice for Detailing Reinforcing Concrete Structures" and the Concrete Reinforcing Steel Institute (CRSI) recommendations. i. Minimum clear concrete cover for reinforcement shall be as follows unless noted otherwise: a. Concrete cast directly against and permanently exposed to earth - 3" b. Concrete exposed to weather or earth: 1. #5 bars or smaller - 1 " 12" 2. #6 bars or larger - 2" c. Concrete not exposed to weather or in contact with the ground - " 34" d. Slabs on grade - as shown in details, " min. from top of 34" min. from top of slabs not exposed to weather ii. Lap Splice Lengths with 1 " minimum clear cover 12" minimum clear cover a. f'c = 2500-3500 p.s.i. 1. #6 and smaller - 49 bar diameters 2. #7 and larger - 76 bar diameters b. f'c = 4000 p.s.i. or greater 1. #6 and smaller - 38 bar diameters 2. #7 and larger - 60 bar diameters c. Increase lap splice lengths by 50% where epoxy coated bars are used. iii. Stagger splices in walls so that no two adjacent bars are spliced in the same location, unless shown otherwise. iv. Make all bars continuous around corners or provide corner bars of equal size and spacing. v. Where 12 inches or less of fresh concrete is placed below horizontal reinforcing lap splice length may be reduced by 30%. vi. Vertical bars in walls, grade beams, and piers to terminate in footings with ACI standard hooks (12 bar diameters) to within 4" of the bottom of the footing unless noted otherwise. vii. Horizontal wall reinforcing shall terminate at the ends of walls with a 90 degree hook plus a 6 bar diameter extension, unless shown otherwise. viii. Horizontal wall reinforcing shall be continuous through construction and control joints. ix. Splices in horizontal reinforcement shall be staggered. Splices in two curtains (where used) shall not occur in the same location. x. Use chairs or other support devices as required for proper clearance. D. Slabs and grade beams shall not have joints in a horizontal plane. All reinforcement shall be continuous through all construction joints. E. Welding of rebar is not allowed unless specifically indicated in the drawings. All embedments, reinforcing, and dowels shall be securely tied to framework or to adjacent reinforcing prior to placement of the concrete. Tack welding of rebar joints in grade beams, walls, or cages is not allowed. Where welding of rebar is shown in the drawings, all rebar to be welded shall be ASTM A706 Grade 60. 4. Special Inspections A. Concrete A. Concrete i. Spot Footings - Not required (OSSC 1705.3 Exception 1) ii. Continuous Ftgs. - Not required (OSSC 1705.3 Exception 2.3) iii. Slabs - Not required (OSSC 1705.3 Exception 3) iv. Grade Beams - Not required (OSSC 1705.3 Exception 4) v. Walls - Not required (OSSC 1705.3 Exception 4) vi. Anchor rods/bolts - Required (OSSC Table 1705.3) Special Special inspection may be waived subject to the approval of the building official. B. Steel Reinforcement i. Placement - Third party special inspection of reinforcing placement need only be performed where specifically required by the building official. ii. Welding - Special inspection of rebar welding is required (if any is used). 5. Miscellaneous A. The contractor shall notify engineer of any variations in dimensions. B. The engineer is not responsible for any deviations from these plans unless such changes are authorized in writing by the engineer.

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EXISTING ASPHALT

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DIA.

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EMBED

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PROJECTION

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PER ANCHOR PLAN

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TYPICAL ANCHOR ROD DIMENSIONS

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1" MIN.

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LENGTH

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EMBED

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OPTION B: THREADED ROD WITH HEAVY HEX NUT

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OPTION A: HEADED BOLT

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TACK WELD

AutoCAD SHX Text *AT OPENING JAMBS, " x4" OR " x4" SCREW ANCHORS MAY BE USED 12" x4" OR 58" x4" SCREW ANCHORS MAY BE USEDIN LIEU OF CAST-IN-PLACE ANCHORS. OPENING JAMB ANCHORS ARE NOT SHOWN ON THIS DRAWING, SEE METAL BUILDING ANCHOR PLAN.

AutoCAD SHX Text ++ANCHORS AT FOOTING F1 REQUIRE ASTM A36 2 "x2 "x " PLATE 12"x2 "x " PLATE 12"x " PLATE 316" PLATE WASHER. TACK WELD PLATE WASHER TO ANCHOR ROD

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TOP OF PIER ELEV. 100'-0" (TYP.)

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OREGON

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95267PE

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EXPIRES:06-30-2026

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SEP 11 2025

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J. DUNN

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DRAWN BY:

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ENGINEER:

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SHEET NUMBER:

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SHEET TITLE:

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JOB NAME:

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CONTRACTOR:

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LOCATION:

AutoCAD SHX Text 345 North Main Street Ste. A, Brigham City, Utah 84302 (435) 734-9700 Fax (435) 734-9519

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MVE JOB NUMBER:

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PLAN ISSUE DATES

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DATE:

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BY:

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DESCRIPTION:

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FOR PERMIT

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FOR CONSTRUCTION

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CLR.

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ANCHOR RODS

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(6) #4 BARS EACH WAY

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MIN.

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(6) #5 BARS EACH WAY

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(10) #5 VERTICALS

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MIN.

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EXISTING ASPHALT CUT, REMOVE & REPLACE AS REQUIRED

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OREGON

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95267PE

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EXPIRES:06-30-2026

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SEP 11 2025