construction of new dyess parkway k-8 … · construction of new dyess parkway k-8 school richmond...

Addendum No. 2,

CONSTRUCTION OF NEW DYESS PARKWAY K-8 SCHOOL Richmond County Board of Education Project No. B-16-043-1885 1985 Powell Road Augusta, Georgia 30909 CHEATHAM, FLETCHER, SCOTT & SEARS, ARCHITECTS, P.C. 420 1/2 EIGHTH STREET AUGUSTA, GEORGIA 30901 ADDENDUM NO. 2 April 21, 2017 A. This Addendum shall form a part of the Bid Documents and any contract entered into in

connection therewith equally as if bound into the Specifications. B. Specifications and Drawings previously issued are modified and/or supplemented as hereinafter

set forth. DRAWINGS:

Architectural Items Item 1: SHEET A2.04, Drawing 1/A2.02 PLAN BLOWUP • PART 1B; At the west end of Corridor 421

add the door symbol designation “421.1” for the exterior door. Item 2: SHEET A2.04, Drawing 1/A2.04 PLAN BLOWUP • PART 1D; Add the following note

pertaining to both exterior step locations between the building wings:

Provide 1½” diameter galvanized handrail at both sides of steps. Handrail to extend 12” min. past the top and bottom steps. Anchor into concrete slab below.

Item 3: SHEET A2.06, Drawing 1/A2.06 PLAN BLOWUP • PART 1F; At Corridors 800, 814 & 819 add the following note:

All corridor lockers to be standard type, double-tiered metal lockers set on a solid 8” CMU base. Size of lockers to be 12” wide x 15” deep x 72” tall.

Item 4: SHEET A2.11, Drawing 3/A2.11 SOUTH ELEVATION @ 2ND GRADE CLASSROOM; The tall

cabinet adjacent to the classroom entrance door should be designated “T104”. Item 5: SHEET A2.11, Drawing 4/A2.11 WEST ELEVATION @ 2ND GRADE CLASSROOM; Change

the three (3) “Z403” units to two (2) “X346” units. Item 6: SHEET A2.11, Drawing 9/A2.11 SOUTH ELEVATION @ PRE-K CLASSROOM; Change the

“T104” unit at the right side of the room to a “T274” unit. Item 7: SHEET A2.11, Drawing 12/A2.11 EAST ELEVATION @ KINDERGARTEN CLASSROOM;

Change the “T274” unit to a“T104” unit.

Addendum No. 2,

Item 8: SHEET A2.11, Drawing 13/A2.11 SOUTH ELEVATION @ KINDERGARTEN CLASSROOM; Add one (1) “T274” unit to the left of the classroom entrance door.

Item 9: SHEET A2.11, Drawing 9/A2.11 SOUTH ELEVATION @ PRE-K CLASSROOM; Change the

“T104” unit at the right side of the room to a “T274” unit. Item 10: SHEET A2.11, Drawing 17/A2.11 NORTH ELEVATION @ 1ST GRADE CLASSROOM;

Change the “T274” unit to a“T104” unit. Item 11: SHEET A2.11, Drawing 18/A2.11 SOUTH ELEVATION @ 1ST GRADE CLASSROOM;

Change the three (3) “Z403” units to two (2) “X346” units. Item 12: SHEET A2.12, Drawing 2/A2.12 EAST ELEVATION @ 3RD GRADE CLASSROOM; Delete

the “Z403” unit at the right side of the drawing. Item 13: SHEET A2.12, Drawing 4/A2.12 SOUTH ELEVATION @ 3RD GRADE CLASSROOM; Change

the tall “T011” unit at the left side of the sink cabinet to a “T104” unit. On this same wall add two (2) “X346” units underneath the tack board.

Item 14: SHEET A2.12, Drawing 5/A2.12 NORTH ELEVATION @ 4TH GRADE CLASSROOM; Delete

the “Z403” unit at the right side of the window. Item 15: SHEET A2.12, Drawing 7/A2.12 SOUTH ELEVATION @ 4th GRADE CLASSROOM; Change

the three (3) “Z403” units to two (2) “X346” units. Change the tall cabinet “T274” at the right side of the sink cabinet to a “T104” unit.

Item 16: SHEET A2.12, Drawing 10/A2.12 EAST ELEVATION @ 5th GRADE CLASSROOM; Change

the three (3) “Z403” units to two (2) “X346” units. Change the tall cabinet “T274” at the right side of the sink cabinet to a “T104” unit.

Item 17: SHEET A2.12, Drawing 17/A2.12 SOUTH ELEVATION @ ART ROOM 201; Change the tall

cabinet “T274” at the left side of the room to a “T104” unit. Item 18: SHEET A2.12, Drawing 18/A2.12 EAST ELEVATION @ COLLABORATIVE LEARNING 202;

Change the tall cabinet “T274” at the left side to a “T104” unit. Item 19: SHEET A2.12; Add the following General Note to the Interior Elevation Sheet: All Computer

Labs and Foreign Language Rooms in the Early Elementary Wings to Have One (1) T274 Teacher Cabinet and One (1) T104 Tall Storage Cabinet. All Middle School Classrooms Including The Gifted & Health Classrooms To Have One (1) T274 Teacher Cabinet.

Item 20: SHEET A2.14, Drawing 8/A2.14 NORTH ELEVATION OF TV STUDIO & MEDIA CENTER;

The three windows in the TV Studio at the left side of the drawing are Type “J” windows and should extend to the floor.

Item 21: SHEET A2.14; Add drawings to this sheet as follows:

a. Interior cabinetry elevations of Workroom 503 as shown on attached Bulletin Drawing AD-1.

b. Interior cabinetry elevations of Instrument Storage Room 312 as shown on attached Bulletin Drawing AD-2.

Addendum No. 2,

Item 22: Add attached SHEET A2.15, TERRAZZO FLOOR PATTERN LAYOUT, to the drawing package.

Item 23: SHEET A6.02; Add drawings to this sheet as follows:

a. Roof hatch & ladder detail as shown on attached Bulletin Drawing AD-3. b. Ramp handrail and stair handrail details as shown on attached Bulletin Drawing AD-4.

Plumbing Items Item 1: SHEET P1.05, Drawing 1/P1.05 PLUMBING PLAN – WASTE & VENT – AREA E; Add mixing

valve P-28 to the P-12 lavatory in Room 703 as well as the P-5 lavatories in Rooms 713 & 721.

Item 2: SHEET P3.02, Drawing 1/P3.02 PLUMBING PLAN – WATER – KITCHEN; See Bulletin

Drawing BDP-7 for gas pipe size revision and revised gas meter loads. Mechanical Items Item 1: SHEET M4.01, HVAC Notes; Under the HVAC Notes Column add the following note:

Mechanical Mezzanines 900, 901 & 902 shall be considered “Mechanical Rooms” for the purposes of insulation, jacketing, wall and floor penetrations, etc where specific requirements are detailed in Division 23 of the specifications.

Electrical Items Item 1: SHEET E1.01, Fixture Schedule; Make the following revisions to the Fixture Schedule:

a. Add the following Fixture Manufacturers as Approved Equals provided they meet all the requirements as noted in the specifications and the fixture schedule:

• Types A & A2: Oracle • Types B, BK, BG, BG2: Texas Fluorescent & LED • Type Q: Vista Pro, U.S. Architectural Lighting • Type T: McGraw Edison

Item 2: SHEET E1.01, Legend, Occupancy Sensors, Dual Technology Occupancy Sensor; Add the

following sentence to the description: “Provide an extra set of output contacts from sensor/power pack for connection/control of HVAC equipment”.

Item 3: SHEET E5.01, Drawing 1/A5.01 Fire & Intrusion Alarm Systems Plan; Add the following to

this plan:

c. At Corridor 400 add two (2) duct detectors with Keyed Note 7 in this space. See M1.02 for location.

d. At Corridor 414 add two (2) duct detectors with Keyed Note 7 in this space. See M1.02 for location.

e. At Corridor 421 add two (2) duct detectors with Keyed Note 7 in this space. See M1.02 for location.

f. At Boy’s Restroom 609 add one (1) duct detector with Keyed Note 7 in this space. See M1.04 for location.

Addendum No. 2,

g. At Team Planning 626 add one (1) duct detector with Keyed Note 7 in this space. See M1.04 for location.

h. At Severe & Profound Classroom 602 add one (1) duct detector with Keyed Note 7 in this space. See M1.04 for location.

i. At Corridor 800 add one (1) smoke detector with Keyed Note 5 in this space. See M1.06 for location.

j. At CTAE Lab 810 add one (1) duct detector with Keyed Note 7 in this space. See M1.06 for location.

k. At Boy’s Restroom 811 add one (1) duct detector with Keyed Note 7 in this space. See M1.06 for location.

Item 4: SHEET E6.01, Low Voltage Switching Schedule, Relay Panel RPD; Change panel type to

LC&D "GR1408 LT" with 8 relays. Relays 5-8 shall be labeled spare. Relay 4 is for Site Lighting.

SPECIFICATIONS Architectural Items Item 1: Replace SECTION B – PROPOSAL FORM with the new attached version. This new version

includes Alternate No. 6. Item 2: SECTION 011000 – SUMMARY OF WORK, Page 1, Line 40; Add the following contractor

responsibility on Line 40:

• The General Contractor’s base bid should include providing temporary (non-utility) electrical power to the project site as needed for a period of four (4) months after the Notice to Proceed. After four months it is assumed that Georgia Power will have their permanent transmission lines in place and temporary power can be obtained from them at that time.

Item 3: SECTION 012020 – ALTERNATES, Page 2, Line 18; Add Alternate No. 6 to read as follows:

Alternate No. 6: Provide an alternate that assumes temporary power can be obtained from Georgia Power at the start of the project and the General Contractor will not have to proved portable generators for temporary power during those first four months of construction.

Item 4: Replace SECTION 012010 – ALLOWANCES with the new attached version. Item 5: SECTION 074100 – METAL ROOFING SYSTEMS, Page 5, Line 12; Add the following to the

list of acceptable double locked standing seam roof panel systems and roof manufacturers:

Double-Lock DL2016 • DMI Dimensional Metals, Inc. Item 6: SECTION 074100 – METAL ROOFING SYSTEMS, Page 5, Line 54; Add the following to the

list of acceptable curved standing seam structural roof panel systems and roof manufacturers:

Curved Double-Lock CR-DL2016 • DMI Dimensional Metals, Inc.

Addendum No. 2,

Item 7: SECTION 095110 – ACOUSTICAL PANEL CEILINGS, Page 6, Line 9; Add the following to the exposed metal suspension system specifications:

Knife Edge Perimeter Trim: At the suspended acoustical ceiling cloud conditions in the Gymnasium Lobby, the Administration Lobby, and the Cafeteria, furnish and install a perimeter knife edge trim system in the configurations as shown on the drawings. This perimeter trim system shall have an exposed face 6¼” wide with a vertical leg 2½” tall. This system shall work in conjunction with the exposed 15/16” grid suspension system. This system should be furnished with factory mitered & bonded outside corners and all other required accessories for a complete installation. This system and manufacturer shall be one of the following:

Axiom – Knife Edge • Armstrong Ceiling Systems Compasso – Slim Perimeter Trim • USG Interiors, Inc.

Item 8: SECTION 105100 – PHENOLIC LOCKERS, Page 3, Line 48; Add the following to the list of

approved manufacturers:

Summit Lockers Item 9: Add the attached SECTION 105113 – METAL LOCKERS to the specification package. Plumbing Items Item 1: SECTION 223410 – GAS-FIRED TANKLESS WATER HEATERS, Page 2, Line 33; Add

“Noritz” as an approved manufacturer for tankless water heaters.

END OF ADDENDUM NO. 2

DRAWN BY: CHECKED BY:

04/21/17PROJECT NUMBER

00000

ISSUE DATE:

REVISIONS: DRAWING NUMBER:SHEET TITLE:

SHEET TITLEJOB NAME:

CHEATHAM•FLETCHER•SCOTT, ARCHITECTS, P.C.Architecture • Planning • Interior Design

420 1/2 Eighth StreetAugusta, GA 30901Phone: (706) 724-2668 Fax: (706) 849-9919

New Dyess ParkwayK-8 SchoolRichmond County Board of EducationFacility Code: 721-7202

AD-1Interior Elevations

7'-8

"

3'-0

"2'

-2"

2'-6

"

10'-0

"

3'-3"3'-3" 3'-3"3'-3" 3'-3"3'-3"

1'-3"

OPENOPEN

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

9

A-2.14

EAST ELEVATION OF WORKROOM 503

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

10

A-2.14

WEST ELEVATION OF WORKROOM 50319'-5 3/8" F.V.

W010 W010W010W010W010W010

2'-6"1'-9" 2'-6" 2'-6"EQUAL EQUAL 2'-6"

19'-7 3/8" F.V.

B010 B010B010 B010B011

GYP. BOARD ON METAL STUDS

FILLER ONENDS

3'-0

"

B403

2'-6

"

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00000

ISSUE DATE:



CHEATHAM•FLETCHER•SCOTT, ARCHITECTS, P.C.Architecture • Planning • Interior Design

420 1/2 Eighth StreetAugusta, GA 30901Phone: (706) 724-2668 Fax: (706) 849-9919

New Dyess ParkwayK-8 SchoolRichmond County Board of EducationFacility Code: 721-7202

AD-2Interior Elevations

CASEWORK MODEL NUMBERS SHOWN ARE BASED ON LSI CORPORATION'S STANDARD DESIGNS.

GENERAL NOTES

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

13

A-2.14

WEST ELEVATION OF INSTRUMENT STORAGE 312

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

11

A-2.14

SOUTH ELEVATION OF INSTRUMENT STORAGE 312

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

12

A-2.14

NORTH ELEVATION OF INSTRUMENT STORAGE 312

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HANGING ROD

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24'-8" FIELD VERIFY

24'-8" FIELD VERIFY

ADJUST. SHELF

LOCKABLEWIRE GRILL(TYPICAL)

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820127x24x84

820127x24x84

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NEW DYESS PARKWAY K-8SCHOOL

1985 Powell RoadAugusta, Georgia 30909

Richmond County Board ofEducation

Local Effort Project No.B-16-043-1885

Facility Code: 721-7202

FTE ENROLLMENT: 800

Scale: 1/16" = 1'-0"

Date: 04/21/17

10-21-16

ISSUED FOR FINAL SET APPROVALISSUED FOR PERMIT APPROVAL

Drawn by: EJM

Job No.

4ISSUED FOR CHECKSET APPROVAL

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1NO. DATE SUBMITTAL

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CHEATHAM¥FLETCHER¥SCOTT, ARCHITECTS, P.C.Architecture ¥ Planning ¥ Interior Design

420 1/2 Eighth StreetAugusta, GA 30901

Phone: (706) 724-2668 Fax: (706) 849-9919

Seal Seal

1

A A

2 3 4 5

1 2 5

6

6

F F

7

7

3

ISSUED FOR PRELIMINARY APPROVAL2

6 ISSUED FOR BIDDING

ISSUED FOR 60% PROGRESS REVIEW02-07-1703-01-17

3 4

03-17-1703-27-1703-27-17

TERRAZZO DESIGN PLANSCALE: 1/16" = 1'-0"

1

A2.15

A2.15

TERRAZZODESIGN PLAN

NORTH

EPOXY TERRAZZO CUSTOM COLOR # 1 (FIELD), EPOXY BASED ON SHERWIN WILLIAMS STANDARDCOLORS, WITH ALL CLEAR GLASS AGGREGATE/CHIPS

EPOXY TERRAZZO CUSTOM COLOR # 2, EPOXY BASED ON SHERWIN WILLIAMS STANDARD COLORS,WITH ALL CLEAR GLASS AGGREGATE/CHIPS



EPDM ROOF OVER COVER BOARD OVER 5" INSULATION ON METAL ROOF DECKING

ROOF ACCESS HATCH, 48" X 48"

STEEL ROOF ACCESS LADDER. 3/8" PLATE STEEL W/ 1/2" DIA. RUNGS

BAR JOIST ROOF FRAMING BEYOND. SEE STRUCT. DRWGS.

8" NOM. CMU WALL @!MECHANICAL ROOM!WALL.

8" CMU BOND BEAM W/!2- #4'S CONT. TYP

SLOPE 1/4" : 1'-0"

4'-0"

1'-4"1'-0" TYP.

A6.02 SCALE: 1/2" = 1'-0"ROOF HATCH / LADDER DETAIL3

6"

2X6 P.T. NAILER BLOCKING. ATTACH TO METAL ROOF DECKING



00000

ISSUE DATE:



CHEATHAM•FLETCHER•SCOTT, ARCHITECTS, P.C.!Architecture • Planning • Interior Design!!420 1/2 Eighth Street!Augusta, GA 30901!Phone: (706) 724-2668 Fax: (706) 849-9919

New Dyess Parkway!K-8 School!Richmond County Board of Education!Facility Code: 721-7202

AD-3Ladder Detail

1 1/2" DIA. PIPE RAILING @ BOTH SIDE OF STEPS. ANCHOR TO WALL WITH STEEL BRACKETS.

RETURN HANDRAIL TO WALL

LOCATE @ STAGE 302 STEPS AND @ COLLABORATIVE LEARNING 202

1 1/2" DIA. PIPE RAILING @ BOTH SIDE OF RAMP. ANCHOR TO WALL WITH STEEL BRACKETS.

RETURN HANDRAIL TO WALL

SLOPE 1" PER 12"

A6.02 SCALE: 3/4" = 1'-0"STEP HANDRAIL DETAIL4

2'-10"

1'-0" MIN.

2'-0"

2'-1

0"

A6.02 SCALE: 3/4" = 1'-0"RAMP HANDRAIL DETAIL5

2'-10"

1'-0" MIN.

1'-0" MIN.

2'-1

0"



00000

ISSUE DATE:



CHEATHAM•FLETCHER•SCOTT, ARCHITECTS, P.C.!Architecture • Planning • Interior Design!!420 1/2 Eighth Street!Augusta, GA 30901!Phone: (706) 724-2668 Fax: (706) 849-9919

New Dyess Parkway!K-8 School!Richmond County Board of Education!Facility Code: 721-7202

AD-4Ladder Detail

RICHMOND COUNTY BOARD OF EDUCATION B-16-043-1885 Phase V SPLOST Building Program NEW DYESS PARKWAY K-8 SCHOOL

SECTION B, Page 1

SECTION B - PROPOSAL FORM

DATE _________________ INSERT NAME AND ADDRESS RE: B-16-043-1885 BUILDING CONSTRUCTION OF NEW DYESS PARKWAY K-8 SCHOOL 1985 POWELL ROAD AUGUSTA, GEORGIA 30909 Ladies and Gentlemen: B-01 Having carefully examined the specifications entitled, “Project No. B-16-043-1885 BUILDING CONSTRUCTION OF NEW DYESS PARKWAY K-8 SCHOOL, RICHMOND COUNTY BOARD OF EDUCATION”, and the drawings similarly entitled, numbered, all dated March 17, 2016, and addendum (a) Nos. , as well as the premises and conditions affecting the work, the undersigned proposes to furnish all services, labor and materials called for by them for the entire work, in accordance with said documents for the sum of: ______________________________________________________________________________

__________________________________________________DOLLARS ($________________)

which sum is hereafter called the “BASE BID” B-02 Allowances: The undersigned agrees that the above stated Base Bid amount includes all allowances as fully described & itemized in the “Allowances Schedule” shown in Section 012010 – Allowances.

B-03 Alternates: The undersigned further proposes that should any of the following alternates or unit prices be accepted and be incorporated in the contract, the Base Bid will be altered in each case as follows (alternates are fully described in Section 012020 - Alternates):

Alternate No. 1: Delete all work associated with the construction of the two covered outdoor pavilions located in the interior courtyards of the school. All concrete slab work, terrace walls, etc. beneath and around the perimeter of these pavilions shall remain in the general construction contract. Deduct the Sum of:

Dollars ($ )

Alternate No. 2: Provide alternate pricing from the approved, but non-preferred, manufacturers of the Direct Digital Systems & Components listed in Division 230900 -CONTROL SYSTEMS EQUIPMENT. Deduct the Sum of:

Dollars ($ )

Alternate No. 3: Provide alternate pricing from the approved, but non-preferred, manufacturers of the Fire Alarm System listed in Division 270140 - FIRE ALARM SYSTEM. Deduct the Sum of:

Dollars ($ )

Alternate No. 4: At the gymnasium, change the 25” diameter, spiral round duct to fabric duct. Deduct the Sum of:

Dollars ($ )

Alternate No. 5: At all masonry cavity wall conditions, change the specified cavity wall insulation from 2-1/2” closed cell spray foam insulation to sprayed on bituminous dampproofing and 3” extruded polystyrene insulation. Deduct the Sum of:

Dollars ($ )


SECTION B, Page 2

Alternate No. 6: Provide alternate pricing for Georgia Power being able to provide temporary electrical power at the start of construction. Deduct the Sum of:

Dollars ($ )

B-04 Unit Prices: a) If unsuitable materials as defined in the General Conditions is encountered by the contractor during the

trench excavation, the Owner will pay the contractor $ per cubic yard for the removal and disposal of said materials off site.

b) The quantity of unsuitable materials as defined in the General Conditions will be as computed by the

architect on the basis of measurements taken by the architect—excavation of said unsuitable materials is to be carried out only when authorized by the architect.

c) Unsuitable material lines are limited to the following: 1. Two feet outside concrete work for which forms are required, except footings. 2. One foot outside perimeter of footings

3. In pipe trenches, 6 inches below invert elevation of pipe and 2 feet wider than inside diameter of pipe, but not less than 3 feet minimum trench width.

4. Outside dimensions of concrete work where no forms are required. 5. Under slabs on grade, 6 inches below bottom of concrete slab. B-05 For and in consideration of the sum of $1.00, the receipt of which is hereby acknowledged, the undersigned

agrees that this proposal may not be revoked or withdrawn after the time set for the opening of bids but shall remain open for acceptance for a period of thirty-five (35) days following such time

B-06 In case he be notified in writing by mail, telegraph, or delivery of the acceptance of this proposal within thirty-five (35) days after the time set for the opening of bids, the undersigned agrees to execute within ten (10) days a contract (Form of Agreement Between Contractor and Owner, Form No. 418) for the work for the above stated compensation and at the same time to furnish and deliver to the Owner a performance bond and a payment bond in accordance with the forms shown in Article E-30 of the General Conditions of the Contract, both in an amount equal to 100% of the contract sum.

B-07 The undersigned agrees to commence actual physical work on the site with an equal force and equipment

within ten (10) days after the notice-to proceed by the owner and to complete the project in accordance with the Work Sequence Schedule as established in Section 011000 – Summary of Work .

B-08 Enclosed herewith is a bid bond in the amount of ____________________________________________________________Dollars ($________________) being not less than 5% of the Base Bid. The undersigned agrees that the above stated amount is the proper measure of liquidated damages, which

the Owner will sustain by the failure of the undersigned to execute the contract and to furnish the performance bond and the payment bond in case this proposal is accepted and further agrees to the following:

B-09 If this proposal is accepted within thirty-five (35) days after the date set for the opening of bids and

undersigned fails to execute the contract within ten (10) days after written notification of such acceptance or if he fails to furnish both a performance bond and a payment bond, the obligation of the bid bond will remain in full force and effect and the money payable thereon shall be paid into the funds of the Owner as liquidated damages for such failure; otherwise the obligation of the bond will be null and void.

B-10 The following subcontractors are listed for approval by the Owner and Architect.

1. Plumbing_____________________________________________________

2. Mechanical____________________________________________________

2. Electrical______________________________________________________


SECTION B, Page 3

4. Roofing_______________________________________________________

3. Site Work __________________________________________________

B-11 The bidder submits the following statement of bidder’s qualifications: (see next page)

B-12 The bidder submits the attached E-Verify Contractor Affidavit.

Certified Checks Not Acceptable


SECTION B, Page 4

STATEMENT OF BIDDER’S QUALIFICATIONS

To accompany bids submitted for Augusta, Georgia

Name of Bidder _________________________________________________________

Business Address _______________________________________________________

Phone Number _________________________ Fax Number _____________________

When Organized _______________________________________________________

Where Incorporated _____________________________________________________

Type of Business: General Contractor __________________________________

Subcontractor ______________________________________

Other ____________________________________________

Credit Available for this Contract $_______________________________________*_

Contracts now in Hand $ _______________________________________________*_

* Within ten calendar days after bid date and prior to the award of the construction contract, the contractor

must furnish Program Manager/Owner a current audited financial statement.

Plan of Organization (Proprietorship, Partnership, Corporation)

_________________________________________________

The Bidder has never refused to sign a contract at the original bid.

(True _____) (False ______)

The Bidder has never declared in default on a contract.

(True _____) (False ______)

By signing this document, I (the bidder) certify that construction, under this company’s name, is my primary means of business and employment.

Remarks: ____________________________________________________________

____________________________________________________________

(The above statements must be subscribed and sworn to before a Notary Public). Date __________________________________________

Firm Name _____________________________________

By ____________________________________________

Title ___________________________________________

____________________________________ (Notary Public)


SECTION B, Page 5

Respectfully submitted, Name ________________________________________________ Address ______________________________________________ _________________________________ ____________ By ___________________________________________________ Title __________________________________________________ The full names and addresses of persons and firms interested in the foregoing bids as principals are as follows: ______________________________________________________ ______________________________________________________ ______________________________________________________ The legal name of the bidder is: ______________________________________________________


SECTION B, Page 6

Contractor Affidavit under O.C.G.A. § 13-10-91 (b) (1)

By executing this affidavit, the undersigned contractor verifies its compliance with O.C.G.A. § 13-10-91, stating affirmatively that the individual, firm or corporation which is engaged in the physical performance of services on behalf of Richmond County Board of Education has registered with, is authorized to use and uses the federal work authorization to use and uses federal work authorization program commonly known as E-Verify, or any subsequent replacement program, in accordance with the applicable provisions and deadlines established in O.C.G.A. § 13-10-91. Furthermore, the undersigned contractor will continue to use the federal work authorization program throughout the contract period and the undersigned contractor will contract for the physical performance of services in satisfaction of such contract only with subcontractors who present an affidavit to the contractor with the information required by O.C.G.A. § 13-10-91 (b). Contractor hereby attests that its federal work authorization user identification number and date of authorization are as follows: Federal Work Authorization User Identification Number Date of Authorization Name of Contractor Name of Project Richmond County Board of Education Name of Public Employer I hereby declare under penalty that the foregoing is true and correct. Executed on , 20 in (city), (state). Signature of Authorized Officer or Agent Printed Name and Title of Authorized Officer or Agent SUBSCRIBED AND SWORN BEFORE ME ON THIS THE DAY OF , 20 . NOTARY PUBLIC My Commission Expires:

012010 - 1

DIVISION 1 1 SECTION 012010 - ALLOWANCES 2 3 PART 1 - GENERAL 4 5 RELATED DOCUMENTS 6 7 Drawings and general provisions of Contract, including General and Supplementary Conditions and other 8 Division-1 Specification Sections, apply to this Section. 9 10 SUMMARY 11 12 This Section specifies administrative and procedural requirements governing handling and processing 13 allowances. 14 15

Selected materials and equipment, and in some cases, their installation are shown and specified 16 in the Contract Documents by allowances. Allowances have been established in lieu of additional 17 requirements and to defer selection of actual materials and equipment to a later date when 18 additional information is available for evaluation. Additional requirements, if necessary, will be 19 issued by Change Order. 20 21

Types of allowances required include the following: 22 23

Lump sum allowances. 24 Material allowances. 25 Unit-cost allowances. 26

27 SELECTION AND PURCHASE 28 29 At the earliest feasible date after Contract award, advise the Architect of the date when the final selection 30 and purchase of each product or system described by an allowance must be completed in order to avoid 31 delay in performance of the Work. 32 33

When requested by the Architect, obtain proposals for each allowance for use in making final 34 selections; include recommendations that are relevant to performance of the Work. When 35 allowanced work is to be furnished and/or installed by contractors other than the General 36 Contractor, a minimum of three proposals for each lump sum allowance must be obtained 37 before approval of work is granted. 38 39 Purchase products and systems as selected by the Architect from the designated supplier. 40 41

EXECUTION 42 43 Funds will be drawn from the allowances only by approved Change Order. On notification of which 44 products have been selected and approved, the General Contractor shall execute a purchase agreement 45 with the designated supplier and installer. 46 47 The contractor shall include in the Base Bid contract sum all allowances named in the contract 48 documents and shall cause the work thus covered to be done by such contractors and for such sums as 49 the architect may direct, the contract sum being adjusted in conformity therewith. The contractor declares 50 that the Base Bid contract sum includes such sums for overhead and profit on account of cash and lump 51 sum allowances as he deems proper. No demand for overhead and profit other that those included in the 52 Base Bid contract sum will be allowed. The contractor shall not be required to employ for any such work 53

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persons against whom he has a reasonable objection. 1 2 Allowance funds will not be used for any work indicated in the Contract Documents to be part of the Base 3 Bid Contract. 4 5 The General Contractor’s overhead and profit for allowances shall be calculated into their base 6 bid costs when submitting the bid. The General Contractor’s overhead and profit will not be 7 allowed as part of the allowance when the actual costs are determined. When changes in the 8 contract sum (increase or decrease) are based on Allowances, no overhead or profit shall be 9 allowed and allowances are Net. 10 11 SUBMITTALS 12 13 Submit proposals for purchase of products or systems included in allowances, in the form specified for 14 Change Orders. 15 16 Submit invoices or delivery slips to indicate actual quantities of materials delivered to the site for use in 17 fulfillment of each allowance. 18

19 UNUSED MATERIALS 20 21 Return unused materials to the manufacturer or supplier for credit to the Owner, after installation has 22 been completed and accepted. 23 24 Where it is not economically feasible to return unused material for credit and when requested by the 25 Architect, prepare unused material for the Owner's storage, and deliver to the Owner's storage space as 26 directed. Otherwise, disposal of excess material is the Contractor's responsibility. 27 28

29 PART 2 - PRODUCTS (Not Applicable) 30 31 32 PART 3 - EXECUTION 33 34 INSPECTION AND PREPARATION 35 36 Inspect products covered by an allowance promptly upon delivery for damage or defects. 37 38 Coordinate materials and their installation for each allowance with related materials and installations to 39 ensure that each allowance item is completely integrated and interfaced with related construction 40 activities. 41 42 CLOSEOUT 43 44 At the closeout of the project and the Contract, funds remaining in any of the cash & lump sum 45 allowances will be credited back to the Owner by an approved Change Order. 46 47

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SCHEDULE OF ALLOWANCES 1 2 Allowance No. 1: Unforeseen Conditions: Include the stipulated sum of $100,000.00 for use upon 3 the Owner’s instructions for unforeseen conditions, which may be encountered during the work. 4 5 Allowance No. 2: Marquee Sign: Include the stipulated sum of $25,000.00 for the purchase, 6 delivery, and installation of the street sign and digital marquee, including connection to data and 7 power sources. All work necessary for the installation of the electrical conduit, wiring, and 8 cabling to the sign location shall be included in the general contractor’s base bid. 9 10 Allowance No. 3: Camera Surveillance System: Include the stipulated sum of $105,000.00 for the 11 purchase, delivery, and installation of cameras, mounting hardware, and other accessories for 12 surveillance system. Work to also include programming and testing of all equipment. server 13 electronics 14 15 Allowance No. 4: Access Control System: Include the stipulated sum of $75,000.00 for the 16 purchase, delivery, installation, programming, and testing of access controls and access control 17 system for the school. 18 19 Allowance No. 5: VOIP System: Include the stipulated sum of $35,000.00 for the purchase, 20 delivery, installation, programming, and testing of a VOIP (Voice Over IP) system for the school. 21 22 Allowance No. 6: Stage Curtain: Include the stipulated sum of $20,000.00 for the purchase and 23 installation of the stage curtain and backdrops. 24 25 Allowance No. 7: Digital Display: Include the stipulated sum of $20,000.00 for the purchase, 26 delivery, installation, programming, and testing of digital display devices in locations as shown 27 on the drawings. 28 29 Allowance No. 8: Section 042000 - Unit Masonry: Include the following unit amounts for utility 30 brick on the exterior face of the school: 31 32

Brick Veneer Type 1: Furnish a brick allowance of $750.00 per thousand for the material 33 purchase of a red-bodied brick veneer Type 1. 34 Brick Veneer Type 2: Furnish a brick allowance of $850.00 per thousand for the material 35 purchase of light buff-bodied brick veneer Type 2. 36

37 Allowance No. 9: Finish Door Hardware: Include the stipulated sum of $150,000.00 for the 38 purchase (including taxes) and delivery of hardware required on all the doors and courtyard 39 security gates on this project. The cost for the installation of this hardware should be included in 40 the General Contractorʼs Base Bid price. 41 42 Allowance No. 10: Interior Signage: Include the stipulated sum of $15,000.00 for the purchase 43 and installation of all interior and exterior building signage including dedication plaques. Project 44 job signs should not be included in this allowance and should be part of the General Contractor’s 45 Base Bid cost. 46 47 Allowance No. 11: Owner Training: Include the stipulated sum of $5,000.00 for the costs 48 associated with any needed or required out-of-town training for the RCBOE maintenance 49 personnel. 50 51 52 END OF SECTION 012010 53

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DIVISION 10 SECTION 105113 - METAL LOCKERS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Standard metal school corridor lockers.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of metal locker and bench.

B. Shop Drawings: For metal lockers. Include plans, elevations, sections, details, and attachments to other work.

1. Show locker trim and accessories. 2. Include locker identification system and numbering sequence.

C. Maintenance Data: For adjusting, repairing, and replacing locker doors and latching mechanisms to include in maintenance manuals.

D. Color Charts: Provide color charts showing manufacturer's available colors. If required by normal office procedures or in the event of non-standard color selection, request samples of paint on metal.

E. Lock Combination Listings: Delivered directly to the owner's representative.

F. Warranty: Sample of special warranty.

1.4 QUALITY ASSURANCE

A. Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of units required for this Project.

B. Source Limitations: Obtain metal lockers, locker benches, and accessories from single source from single manufacturer.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Do not deliver metal lockers until spaces to receive them are clean, dry, and ready for their installation.

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1.6 PROJECT CONDITIONS

A. Field Measurements: Verify actual dimensions of recessed openings by field measurements before fabrication.

B. Do not deliver metal lockers until building is enclosed and ready for locker installation. Protect from damage during delivery, handling, storage and installation.

1.7 COORDINATION

A. Coordinate sizes and locations of concrete bases for metal lockers.

B. Coordinate sizes and locations of framing, blocking, furring, reinforcements, and other related units of work specified in other Sections to ensure that metal lockers can be supported and installed as indicated.

1.8 WARRANTY

A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of metal lockers that fail in materials or workmanship, excluding finish, within specified warranty period.

1. Failures include, but are not limited to, the following: a. Structural failures. b. Faulty operation of latches and other door hardware.

2. Damage from deliberate destruction and vandalism is excluded. 3. Warranty Period for All-Welded Metal Lockers: 10 years from date of Substantial

Completion.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B, suitable for exposed applications.

B. Expanded Metal: ASTM F 1267, Type II (flattened), Class I, 3/4-inch (19-mm) steel mesh, with at least 70 percent open area.

C. Steel Tube: ASTM A 500, cold rolled.

D. Fasteners: Zinc- or nickel-plated steel, slotless-type, exposed bolt heads; with self-locking nuts or lock washers for nuts on moving parts.

E. Anchors: Material, type, and size required for secure anchorage to each substrate.

1. Provide nonferrous-metal or hot-dip galvanized anchors and inserts on inside face of exterior walls, and elsewhere as indicated, for corrosion resistance.

2. Provide toothed-steel or lead expansion sleeves for drilled-in-place anchors.

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2.2 STANDARD METAL LOCKERS-TYPE I

A. Products: Subject to compliance with requirements, provide one of the following:

1. Art Metal Products; Standard K.D. Lockers. 2. List Industries: Standard K.D. Lockers. 3. Lyon Workspace Products, LLC; Standard Lockers. 4. Penco Products, Inc.; Vanguard Lockers. 5. Republic Storage Systems Company; Standard Lockers.

B. Locker Arrangement: Double Tier, 12” Wide x 15” Deep, x 72” Tall.

C. Material: Cold-rolled steel sheet.

D. Body: Assembled by riveting or bolting body components together. Fabricate from unperforated steel sheet as follows:

1. Tops, Bottoms, and Intermediate Dividers: 0.024-inch (0.61-mm) nominal thickness, with single bend at sides.

2. Backs and Sides: 0.024-inch (0.61-mm) nominal thickness, with full-height, double-flanged connections.

3. Shelves: 0.024-inch (0.61-mm) nominal thickness, with double bend at front and single bend at sides and back.

E. Frames: Channel formed; fabricated from 0.060-inch (1.52-mm) nominal-thickness steel sheet; lapped and factory welded at corners; with top and bottom main frames factory welded into vertical main frames. Form continuous, integral door strike full height on vertical main frames.

1. Cross Frames between Tiers: Channel formed and fabricated from same material as main frames; welded to vertical main frames.

2. Frame Vents: Fabricate face frames with vents.

F. Doors: One piece; fabricated from 0.060-inch (1.52-mm) nominal-thickness steel sheet; formed into channel shape with double bend at vertical edges and with right-angle single bend at horizontal edges.

1. Doors for box lockers less than 15 inches (381 mm) wide may be fabricated from 0.048-inch (1.21-mm) nominal-thickness steel sheet.

2. Reinforcement: Manufacturer's standard reinforcing angles, channels, or stiffeners for doors more than 15 inches (381 mm) wide; welded to inner face of doors.

3. Stiffeners: Manufacturer's standard full-height stiffener fabricated from 0.048-inch (1.21-mm) nominal-thickness steel sheet; welded to inner face of doors.

4. Sound-Dampening Panels: Manufacturer's standard, designed to stiffen doors and reduce sound levels when doors are closed, of die-formed metal with full perimeter flange and sound-dampening material; welded to inner face of doors.

G. Hinges: Welded to door and attached to door frame with no fewer than two factory-installed rivets per hinge that are completely concealed and tamper resistant when door is closed; fabricated to swing 180 degrees.

1. Knuckle Hinges: Steel, full loop, five or seven knuckles, tight pin; minimum 2 inches (51 mm) high. Provide no fewer than three hinges for each door more than 42 inches (1067 mm) high.

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H. Projecting Door Handle and Latch: Finger-lift latch control designed for use with combination locks ; positive automatic latching, chromium plated; pry and vandal resistant.

1. Latch Hooks: Equip doors less than 48 inches (1219 mm) high with two latch hooks; fabricated from 0.105-inch (2.66-mm) nominal-thickness steel sheet; welded or riveted to full-height door strikes; with resilient silencer on each latch hook.

2. Latching Mechanism: Manufacturer's standard, rattle-free latching mechanism and moving components isolated to prevent metal-to-metal contact, and incorporating a prelocking device that allows locker door to be locked while door is open and then closed without unlocking or damaging lock or latching mechanism.

I. Equipment: Equip each metal locker with identification plate and the following unless otherwise indicated:

1. Double-Tier Units: One double-prong ceiling hook and two single-prong wall hooks.

J. Accessories:

1. Continuous Sloping Tops: Fabricated from manufacturer's standard thickness, but not less than 0.036-inch (0.91-mm) nominal-thickness steel sheet.

a. Closures: Vertical-end type. 2. Recess Trim: Fabricated from 0.048-inch (1.21-mm) nominal-thickness steel sheet. 3. Filler Panels: Fabricated from manufacturer's standard thickness, but not less than

0.036-inch (0.91-mm) nominal-thickness steel sheet. 4. Finished End Panels: Fabricated from 0.024-inch (0.61-mm) nominal-thickness steel

sheet.

K. Finish: Baked enamel.

L. Locks: Masterlock Model 1630 (Vertical Bolt) Built in combination locks; to include five (5) Masterkeys.

1. Color(s): As selected by Architect from manufacturer's full color range.

2.4 FABRICATION

A. Fabricate metal lockers square, rigid, and without warp and with metal faces flat and free of dents or distortion. Make exposed metal edges safe to touch and free of sharp edges and burrs.

1. Form body panels, doors, shelves, and accessories from one-piece steel sheet unless otherwise indicated.

2. Provide fasteners, filler plates, supports, clips, and closures as required for complete installation.

B. Fabricate each metal locker with an individual door and frame; individual top, bottom, and back; and common intermediate uprights separating compartments. Factory weld frame members of each metal locker together to form a rigid, one-piece assembly.

C. Knocked-Down Construction: Fabricate metal lockers using nuts, bolts, screws, or rivets for preassembly at plant prior to shipping.

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E. Accessible Lockers: Fabricate as follows:

1. Locate bottom shelf no lower than 15 inches (381 mm) above the floor. 2. Where hooks, coat rods, or additional shelves are provided, locate no higher than 48

inches (1219 mm) above the floor.

F. Hooks: Manufacturer's standard ball-pointed type, aluminum or steel; zinc plated.

G. Coat Rods: Fabricated from 1-inch- (25-mm-), chrome finished.

H. Identification Plates: Manufacturer's standard, etched, embossed, or stamped aluminum plates, with numbers and letters at least 3/8 inch (9 mm) high.

I. Continuous Sloping Tops: Fabricated in lengths as long as practical, without visible fasteners at splice locations; finished to match lockers.

J. Recess Trim: Fabricated with minimum 2-1/2-inch (64-mm) face width and in lengths as long as practical; finished to match lockers.

K. Filler Panels: Fabricated in an unequal leg angle shape; finished to match lockers. Provide slip-joint filler angle formed to receive filler panel.

M. Finished End Panels: Designed for concealing unused penetrations and fasteners, except for perimeter fasteners, at exposed ends of nonrecessed metal lockers; finished to match lockers.

1. Provide one-piece panels for double-row (back-to-back) locker ends.

2.5 STEEL SHEET FINISHES

A. Factory finish steel surfaces and accessories except stainless-steel and chrome-plated surfaces.

B. Baked-Enamel Finish: Immediately after cleaning, pretreating, and phosphatizing, apply manufacturer's standard thermosetting baked-enamel finish. Comply with paint manufacturer's written instructions for application, baking, and minimum dry film thickness.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine walls, floors, and support bases, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

B. Prepare written report, endorsed by Installer, listing conditions detrimental to performance of the Work.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. General: Install level, plumb, and true; shim as required, using concealed shims.

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1. All lockers in corridors to be set on a solid 8” CMU base. 2. Anchor locker runs at ends and at intervals recommended by manufacturer, but not more

than 36 inches (910 mm) o.c. Using concealed fasteners, install anchors through backup reinforcing plates, channels, or blocking as required to prevent metal distortion.

3. Anchor single rows of metal lockers to walls near top of lockers and to floor base.

B. Knocked-Down Metal Lockers: Assemble with standard fasteners, with no exposed fasteners on door faces or face frames.

D. Equipment and Accessories: Fit exposed connections of trim, fillers, and closures accurately together to form tight, hairline joints, with concealed fasteners and splice plates.

1. Attach hooks with at least two fasteners. 2. Attach door locks on doors using security-type fasteners. 3. Identification Plates: Identify metal lockers with identification indicated on Drawings.

a. Attach plates to each locker door, near top, centered, with at least two aluminum rivets.

4. Attach recess trim to recessed metal lockers with concealed clips. 5. Attach filler panels with concealed fasteners. Locate filler panels where indicated on

Drawings. 6. Attach sloping-top units to metal lockers, with closures at exposed ends. 7. Attach finished end panels with fasteners only at perimeter to conceal exposed ends of

nonrecessed metal lockers.

3.3 ADJUSTING, CLEANING, AND PROTECTION

A. Clean, lubricate, and adjust hardware. Adjust doors and latches to operate easily without binding. Verify that integral locking devices operate properly.

B. Protect metal lockers from damage, abuse, dust, dirt, stain, or paint. Do not permit use during construction.

C. Touch up marred finishes, or replace metal lockers that cannot be restored to factory-finished appearance. Use only materials and procedures recommended or furnished by locker manufacturer.

3.4 LOCKER SCHEDULE

A. Furnish lockers in the following locations:

Corridor 800: 120 Lockers (60 Units)



END OF SECTION 105113