A NEW CENTRE ELEMENTARY SCHOOL FOR THE CHEROKEE COUNTY BOARD OF EDUCATION CENTRE, ALABAMA

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1 McKee and ssociates rchitecture and Interior Design ddendum No. TWO Date: Project: NEW CENTRE ELEMENTRY SCHOOL FOR THE CHEROKEE COUNTY BORD OF EDUCTION CENTRE, LBM. GENERL PROJECT NO. 7-5 BC # The following changes and/or substitutions to the plans and specifications are hereby made a part of same and are incorporated in full force as part of the contract. B. Bidders shall acknowledge receipt of this ddendum in writing on his Proposal Form. C. The following General Contractors have pre-qualified to bid this Project based on the criteria set forth by the Cherokee County Board of Education. rgo Building Company, L.L.C. Birmingham, labama Phone: Baggette Construction, Inc. Decatur, labama Phone: Boatner Construction Co., Inc. Rainbow City, labama Phone: Eidson & ssociates, Inc. Cullman, labama Phone: First Team Construction Co., Inc. uburn, labama Phone: South Hull Street Montgomery, labama

2 Forsyth Building Company, Inc. nniston, labama SPECIFICTIONS. See the following responses to RFI questions received from Contractor s Question: re all contingencies, as referenced in section 7..4 of the Soils Report (Undercutting at New Building & Bus Pick Up plus Mud Footings), to be covered under the Contingency llowance? nswer: See the attached Proposal Form, (Revised) with Unit Pricing ttachment sheet, herein. Question: Section mentions a HD cover board and section 0750 does not. Please clarify if a HD cover board is included in the roofing system? nswer: HD cover board is included as part of the roofing system. Question: Section mentioned mechanically fastening the roof membrane and per the drawings, the deck is concrete. I wanted to clarify if the roof insulation and membrane should be adhered instead of fastened. nswer: Roof insulation and membrane to be fully adhered system with use of manufacturer recommended adhesive(s) for full roof guarantee per contract documents. Question: Have received DD # and it has G. Rev showing the tornado sign locations in the new building. However, SRD note still has the part that says we are to furnish signs for every exit and corridor intersections in the existing school. This needs to be deleted or the existing floor plans furnished with the signs indicated. nswer: See attached Revised Drawing Sheet G. (dated ), herein. 63 South Hull Street Montgomery, labama

3 Question: Under rchitectural signage on page 4, they call for the plaque to be luminum Bronze of standard alloy. It has to be either luminum or Bronze. nswer: Cast luminum with Bronze finish per Section 040-Identifying Devices, Part, Paragraph -Plaque. B. The following manufactures are hereby approved subject to the plans and specifications: Section 085 Fiberglass Windows (Contractor Option), Marvin Integrity ll-ultrex Fiberglass Windows Section Membrane Roofing and Section 0750 Membrane Roof Insulation, Johns Mansville JM TPO 60 dhered.3 DRWINGS. See the attached Revised Drawings as follows: Volume #: Sheet C4 (dated 08--8) Sheet C5 (dated 08--8) Sheet S.0 (dated ) Sheet G. (dated ) Volume #: Sheet E. (dated ) Sheet E.3 (dated ) END OF DDENDUM TWO 63 South Hull Street Montgomery, labama

4 PROPOSL FORM (REVISED 8.7.8) BC Form C-3 ugust 00 To: Date: (warding uthority) In compliance with your dvertisement for Bids and subject to all the conditions thereof, the undersigned (Legal Name of Bidder) hereby proposes to furnish all labor and materials and perform all work required for the construction of WORK in accordance with Drawings and Specifications, dated, prepared by, rchitect/engineer. The Bidder, which is organized and existing under the laws of the State of, having its principal offices in the City of, is: a Corporation a Partnership n individual (other). LISTING OF PRTNERS OR OFFICERS: If Bidder is a Partnership, list all partners and their addresses; if Bidder is a Corporation, list the names, titles, and business addresses of its officers: BIDDER S REPRESENTTION: The Bidder declares that it has examined the site of the Work, having become fully informed regarding all pertinent conditions, and that it has examined the Drawings and Specifications (including all ddenda received) for the Work and the other Bid and Contract Documents relative thereto, and that it has satisfied itself relative to the Work to be performed. DDEND: The Bidder acknowledges receipt of ddenda Nos. through inclusively. BSE BID: For construction complete as shown and specified (Including Unit Prices below), the sum of: Dollars ($ ) LTERNTES: If alternates as set forth in the Bid Documents are accepted, the following adjustments are to be made to the Base Bid: For lternate No. ( ) (add)(deduct) $ (Insert key word for lternate) For lternate No. ( ) (add)(deduct) $ For lternate No. 3 ( ) (add)(deduct) $ For lternate No. 4 ( ) (add)(deduct) $ For lternate No. 5 ( ) (add)(deduct) $ For lternate No. 6 ( ) (add)(deduct) $ Page of 3 (REVISED 8.7.8)

5 UNIT PRICES- (See ttachment) BC Form C-3 ugust 00 BID SECURITY: The undersigned agrees to enter into a Construction Contract and furnish the prescribed Performance and Payment Bonds and evidence of insurance within fifteen calendar days, or such other period stated in the Bid Documents, after the contract forms have been presented for signature, provided such presentation is made within 30 calendar days after the opening of bids, or such other period stated in the Bid Documents. s security for this condition, the undersigned further agrees that the funds represented by the Bid Bond (or cashier s check) attached hereto may be called and paid into the account of the warding uthority as liquidated damages for failure to so comply. ttached hereto is a: (Mark the appropriate box and provide the applicable information.) for the sum of Bid Bond, executed by as Surety, a cashier s check on the Bank of, ($ ) made payable to the warding uthority. Dollars BIDDER S LBM LICENSE: State License for General Contracting: License Number Bid Limit Type(s) of Work CERTIFICTIONS: The undersigned certifies that he or she is authorized to execute contracts on behalf of the Bidder as legally named, that this proposal is submitted in good faith without fraud or collusion with any other bidder, that the information indicated in this document is true and complete, and that the bid is made in full accord with State law. Notice of acceptance may be sent to the undersigned at the address set forth below. The Bidder also declares that a list of all proposed major subcontractors and suppliers will be submitted at a time subsequent to the receipt of bids as established by the rchitect in the Bid Documents but in no event shall this time exceed twenty-four (4) hours after receipt of bids. Legal Name of Bidder Mailing ddress * By (Legal Signature) * Name (type or print) (Seal) * Title Telephone Number * If other than the individual proprietor, or an above named member of the Partnership, or the above named president, vice-president, or secretary of the Corporation, attach written authority to bind the Bidder. ny modification to a bid shall be over the initials of the person signing the bid, or of an authorized representative. Page of 3 (REVISED 8.7.8)

6 UNIT PRICES BC Form C-3 ugust 00 Unit Prices: The Unit Prices below establishes Unit Prices so that the Owner can delete/add quantities from the Contract(s) required. UNIT PRICE #: Deductive Cost per square yard to change sodding to Hydroseed. $ *The owner may choose to change all or portion(s) of sodding to Hydroseed. (Cost Per S.Y) UNIT PRICE #: The Contractor shall include in his Base Bid proposal the stripping of 6 inches of existing surficial material per Geotechnical Report. The Contractor shall also include in his Base Bid proposal the undercutting of 7450 Cubic Yards Measured in Place ( inch undercut) of the existing soft soil material below the 6 inch surficial material, disposal offsite of excavated material and the replacement with suitable compacted and tested engineered fill material meeting requirements of the Geotechnical Report per CYMIP = $ Included in Base Bid UNIT PRICE #3: The Contractor shall include in his Base Bid proposal the undercutting of 530 Cubic Yards Measured in Place of soft soil in the footing bottoms (8 inches excavated at 50 percent of the building foundations) disposal offsite of excavated material and backfilling to the footing bearing levels with lean concrete or flowable fill, all meeting the requirements of the Geotechnical Report. 530 per CYMIP = $ Included in Base Bid *This unit price is not applicable to cost of footings that are required due to over-excavation, or due to not pouring footings the same date they are excavated, or other reasons indicated in Section "Earthwork," or Section "Concrete." UNIT PRICE #4: The Contractor shall include in his Base Bid proposal the undercutting of 750 Cubic Yards Measured in Place (8 inches undercut as measured from final subgrade elevation) of high plasticity soil in the planned bus pick-up/drop-off drive area located in the Southeast portion of the site, disposal offsite of excavated material and replacement with structural soil fill that meets the requirements of the Geotechnical Report. 750 per CYMIP = $ Included in Base Bid UNIT PRICE #5: The Contractor shall include in his Base Bid proposal the excavation of 75 Cubic Yards Measured in Place of weathered shale material in the footing bottoms ( inches excavated below the footing bearing elevations at 5 percent of the classroom building foundations), disposal offsite of excavated material and backfilling to the footing bearing elevations with lean concrete or flowable fill, all meeting the requirements of the Geotechnical Report. 75 per CYMIP = $ Included in Base Bid *This unit price is not applicable to cost of footings that are required due to over-excavation, or due to not pouring footings the same date they are excavated, or other reasons indicated in Section "Earthwork," or Section "Concrete." Page 3 of 3 (REVISED 8.7.8)

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10 4' - 8" 8' - 8" 0' - 0" 8' - 8" 98' - 0" 30' - 8" 3' - 4" 0' - 0" 3' - 4" 30' - 8" 5' - 4" 5' - 4" 5' - 4" 67' - 4" 0' - 0" 78' - 0" 34' - 0" 7' - 8" 30' - 8" MTCH LINE MTCH LINE MTCH LINE MTCH LINE 3 SLOPE SLOPE CONSTRUCTION JOINT CONSTRUCTION JOINT 3 SLOPE 4' - 8" 8' - 8" 0' - 0" 8' - 8" 67' - 4" SLOPE SLOPE 8' - 0" 9 6 LND. =609.67' =6.00' =60.33 =60.33 =60.33 =6.67 '-4" = =60.33' =60.33 =60.33 =6.67 S0.0 S0.0 F.F.E. = 63.09' REF. DTUM = -'-0" F.F.E. = 63.09' REF. DTUM = -'-0" F.F.E. = 64.09' REF. DTUM = -'-0" F.F.E. = 64.09' REF. DTUM = -'-0" S0.0 S0.0 F.F.E. = 63.09' REF. DTUM = -'-0" F.F.E. = 6.09' REF. DTUM = -3'-0" =6.67 '-4" '-4" '-4" '-4" '-0" '-4" = 6.67 '-4" = 6.67 = 6.67 = 6.67 = 6.67 = 6.67 = 6.67 = 6.00 =6.00 =6.00 =6.33 '-4" =6.00 =6.00 =6.00 '-0" '-0" '-4" '-0" =6.33 =63.67 '-4" =63.00 =63.00 = 6.67 = 6.67 = = 6.67 = 6.67 = 6.67 = =63.00 '-0" = =609.67' 6 S3. 4" CONCRETE SLB W/ 6x6-8/8 W.W.F. ON 5 MIL. (MIN.) VPOR BRRIER ON 4" POROUS FILL ON PROPERLY PREPRED SOIL (TYP., U.N.O.) F.F.E. = 64.09' REF. DTUM = -'-0" F.F.E. = 64.09' REF. DTUM = -'-0" '-4" F.F.E. = 64.09' REF. DTUM = -'-0" F.F.E. = 64.09' REF. DTUM = -'-0" = = BM TEC T RCH I L D F ERE O GIST WLTER T. McKEE, JR. No. 08 MONTGOMERY, L. M c K E E a n d S S O C I T E S R C H I T E C T U R E a n d I N T E R I O R D E S I G N 63 SOUTH HULL STREET MONTGOMERY, LBM 3604 (334) NEW CENTRE ELEMENTRY SCHOOL FOR THE CHEROKEE COUNTY BORD OF EDUCTION CENTRE, LBM TE RE S T '-4" FOUNDTION PLN - PRT /8"='-0" SCLE NOTES:. FIN. FLOOR ELEVTION 65.09' = REF. DTUM 0'-0".. SEE SHEET S0.0 FOR GENERL NOTES ND TYPICL SECTIONS. 3. SEE RCH. FOR LL DIMENSIONS NOT SHOWN. 4. MSONRY WLLS RE UNSTBLE ND REQUIRE TEMPORRY BRCING UNTIL ROOF FRMING HS BEEN INSTLLED. TEMPORRY SHORING IS THE SOLE RESPONSIBILITY OF THE CONTRCTOR. SHEET TITLE : FOUNDTION PLN PRT MCKEE JOB # : 7-5 DRWN BY : TNS/JDD DTE: REVISED DTE: REVISED DTE: REVISED DTE: SHEET NO. : S.0 PRT KEY PLN

11 SHEET NOTES: SITE LEGEND UNDERGROUND UTILITY NOTES: Bus Only Lanes Faculty Parking Special Needs Pickup Future Playground H I G H W Y 9 Office Staff Parking New Kitchen / Cafeteria Building Existing Building to Remain (Gymnasium) Visitor Parking New Classroom Building New Multi-Purpose Storm Shelter Existing Building to Remain Bus Pick-up / Drop-off Existing Building to Remain (4th Grade) Bus Pick-up / Drop-off H I G H W Y 5 GENERL NOTES: NEW CENTRE ELEMENTRY SCHOOL FOR THE CHEROKEE COUNTY BORD OF EDUCTION F O CENTRE, LBM L T E B M T S T WLTER T. McKEE, JR. No. 08 MONTGOMERY, L. M c K E E a n d S S O C I T E S R C H I T E C T U R E a n d I N T E R I O R D E S I G N 63 SOUTH HULL STREET MONTGOMERY, LBM 3604 (334) TEC RE I RCH D ERE GI ST Temporary Bus Loop SHEET TITLE : SITE PLN - ELECTRICL E. SITE PLN - ELECTRICL SCLE: "=50'-0" MCKEE JOB # : 7-5 DETIL - TYPICL ELEVTED CONCRETE POLE BSE FOR "PL & PLB DRWN BY : DTE: J. TILLERY N:\08\8-\Drawings\elec\E..dwg - Monday, ugust 7, 08 :57:50 PM E. DETIL - UNDERGROUND 4-WY PRIMRY POWER DUCT SECTION NO SCLE SCLE: " = 50'-0 50' 30' 0 50' 00' GRPHIC SCLE Gunn & ssociates, P.C. Consulting Engineers 30 Highway 4 Millbrook, L Tel: G#8- REVISED DTE: REVISED DTE: REVISED DTE: SHEET NO. : E.

12 NICL PRINCIPL B7 B9 CONF B30 / CLSSROOM B5 ND GRDE C0 C34 C0 C03 C04 C35 ND GRDE C05 ND GRDE C06 CORRIDOR C30 C40 C07 C08 C09 C39 C C ND GRDE C0 3RD GRDE C3 NICL C4 WORK ROOM C5 DT C43 TOILET C6 GIRL'S C44 C7 ENTRY PORCH CORRIDOR C8 CORRIDOR C45 COMMONS C3 3RD GRDE C0 ELECTRICL C RESOURCE C3 OFFICE C4 BOY'S C46 JNITOR C47 3RD GRDE C5 C9 C C8 CORRIDOR C3 C49 C6 C7 C50 3RD GRDE C9 NEW CENTRE ELEMENTRY SCHOOL FOR THE CHEROKEE COUNTY BORD OF EDUCTION CENTRE, LBM M c K E E a n d S S O C I T E S R C H I T E C T U R E a n d I N T E R I O R D E S I G N 63 SOUTH HULL STREET MONTGOMERY, LBM 3604 (334) ND GRDE C33 C36 ND GRDE C37 ND GRDE C38 C4 3RD GRDE C4 3RD GRDE C48 C5 3RD GRDE C5 MTCH LINE SEE FLOOR PLN - PRT "B" - SHEET NO. E. GENERL NOTES: OFFICE E07 VESTIBULE E08 MTCH LINE SEE FLOOR PLN - PRT "D" - SHEET NO. E.4 NICL C53 CONNECTOR C55 SPRINKLER C54 PRT "" PRT "B" PRT "C" PRT "D" EXIST GYM PRT "E" EXIST BLDG EXIST BLDG SHEET TITLE : F O L T E B M T S RE RCH ERE GI ST FLOOR PLN PRT "C" - LIGHTING T WLTER T. McKEE, JR. No. 08 MONTGOMERY, L TEC I D DEMO EXIST BLDG DEMO EXIST BLDG MCKEE JOB # : N:\08\8-\Drawings\elec\E. THRU E.5.dwg - Monday, ugust 7, 08 :58:3 PM E.3 FLOOR PLN PRT "C" - LIGHTING SCLE: /8"='-0" 8' /8" = ' FT GRPHIC SCLE DRWN BY : DTE: REVISED DTE: SHEET NOTES: REVISED DTE: EXIST BLDG KEY PLN NO SCLE EXIST BLDG Gunn & ssociates, P.C. Consulting Engineers 30 Highway 4 Millbrook, L Tel: G#8- REVISED DTE: SHEET NO. : J. TILLERY E.3