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MARCH No. 1609 Add-1/Page 1 ADDENDUM 1 Madison Central School District RECONSTRUCTION Main Building - SED Control No. 25-11-01-04-0-001-020 THIS ADDENDUM IS ISSUED INDICATING CHANGES TO THE ORIGINAL PROJECT MANUAL AND DRAWINGS DATED APRIL 28, 2017. ALL CHANGES SHALL BE INCORPORATED INTO THE CONTRACTOR’S PROPOSAL AS DESCRIBED HEREIN. THIS ADDENDUM SHALL BE CONSIDERED ONE OF THE CONTRACT DOCUMENTS WHEN AN AWARD IS MADE. ACKNOWLEDGMENT OF RECEIPT OF THIS ADDENDUM IS REQUIRED ON THE RESPECTIVE PROPOSAL. Owner: Madison Central School District 7303 State Route 20 Madison, NY 13402 Architect: Construction Manager: MARCH Associates Construction Associates 258 Genesee St., Suite 300 69-B State Street Utica, NY 13502 Phoenix, NY 13135 Landscape Architect: Structural Engineer: Appel Osborne IESolutions 5788 Widewaters Pkwy, 1 st Floor 1721 Black River Blvd., Suite L-1 Dewitt, NY 13214 Rome, NY 13440 Mechanical/Electrical Engineers: Theatre Consultant: Towne Engineering Scheu Consulting Services 18 South Street 113 Woodberry Lane Utica, NY 13501 Fayetteville, NY 13066 MARCH No. 1609 April 19, 2017 ADD-1
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ADDENDUM 1 - PlanWell · MARCH No. 1609 Add-1/Page 1 ADDENDUM 1 . Madison Central School District. RECONSTRUCTION . Main Building - SED Control No. 25-11-01-04-0-001-020 . THIS ADDENDUM

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Page 1: ADDENDUM 1 - PlanWell · MARCH No. 1609 Add-1/Page 1 ADDENDUM 1 . Madison Central School District. RECONSTRUCTION . Main Building - SED Control No. 25-11-01-04-0-001-020 . THIS ADDENDUM

MARCH No. 1609 Add-1/Page 1

ADDENDUM 1

Madison Central School District

RECONSTRUCTION

Main Building - SED Control No. 25-11-01-04-0-001-020

THIS ADDENDUM IS ISSUED INDICATING CHANGES TO THE ORIGINAL PROJECT MANUAL AND DRAWINGS DATED APRIL 28, 2017. ALL CHANGES SHALL BE INCORPORATED INTO THE CONTRACTOR’S PROPOSAL AS DESCRIBED HEREIN. THIS ADDENDUM SHALL BE CONSIDERED ONE OF THE CONTRACT DOCUMENTS WHEN AN AWARD IS MADE. ACKNOWLEDGMENT OF RECEIPT OF THIS ADDENDUM IS REQUIRED ON THE RESPECTIVE PROPOSAL.

Owner: Madison Central School District

7303 State Route 20 Madison, NY 13402

Architect: Construction Manager: MARCH Associates Construction Associates 258 Genesee St., Suite 300 69-B State Street Utica, NY 13502 Phoenix, NY 13135

Landscape Architect: Structural Engineer: Appel Osborne IESolutions 5788 Widewaters Pkwy, 1st Floor 1721 Black River Blvd., Suite L-1 Dewitt, NY 13214 Rome, NY 13440

Mechanical/Electrical Engineers: Theatre Consultant: Towne Engineering Scheu Consulting Services 18 South Street 113 Woodberry Lane Utica, NY 13501 Fayetteville, NY 13066

MARCH No. 1609

April 19, 2017

ADD-1

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MARCH No. 1609 Add-1/Page 2

The following changes, additions, and deletions shall be incorporated into the Project Manual and Drawings. SUPPLEMENTAL INFORMATION: ITEM 1. Refer to the attached Pre-Bid Meeting Minutes, dated May 17th, 2017. CLARIFICATIONS: ITEM 1. Site Contractor is responsible for all lawn restoration as specified. Refer to MEP drawings for

proposed site disturbances by other contracts, and coordinate lawn restoration work. REFER TO THE SPECIFICATIONS - VOLUME 1: ITEM 1. SECTION 00 01 10, TABLE OF CONTENTS

A. Page 00 01 10/1, refer to Division 0 - Bidding Requirements, Contract Forms, Contract

Conditions. CHANGE Section 00 61 13, Performance Bond, Labor and Material Payment Bond FROM: “(AIA A311-1970)” TO READ: “(AIA A312-1984)”.

B. Page 00 01 10/3, refer to Division 9 - Finishes. INSERT the following new Section:

“Section 09 68 00 Carpeting”

C. Page 00 01 10/4, refer to Division 23 - Heating, Ventilating, and Air-Conditioning. INSERT the following new Section:

“Section 23 50 22 Petroleum Gas (PG) Piping Systems, Below Grade” ITEM 2. SECTION 00 21 13, INSTRUCTIONS TO BIDDERS

A. Page 00 21 13/3, refer to PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT

BOND, Second Paragraph. CHANGE AIA Document FROM: “A311” TO READ: “A312”. ITEM 3. SECTION 00 41 00, SITEWORK CONSTRUCTION BID FORM

A. DELETE this Bid Form in its entirety and REPLACE with revised Sitework Construction Bid

Form, attached. ITEM 4. SECTION 01 11 00, SUMMARY OF WORK

A. Page 01 11 00/1, INSERT new Subparagraph 1.03.A.7 as follows:

“ 7. All sitework to be substantially complete by October 15, 2017.” B. Page 01 11 00/1 & 2, refer to Article 1.04 Contracts:

1. General Construction - Subparagraph C.1. INSERT the following new sentence:

“The following Section is EXCLUDED from this Contract: Section 11 52 20.”

2. General Construction - Subparagraph C.2. DELETE “TH” and REPLACE with “TH100, TH101, TH102, and TH103”.

3. Electrical Construction - Subparagraph F.1. After the words “Divisions 1 and 26” INSERT the following: “, AND Section 11 52 20,”.

4. Electrical Construction - Subparagraph F.2. INSERT the following: “, AND Drawings

TH200, TH201, TH202, TH203, TH204, TH205, TH300, TH301, TH302, TH303, TH304, TH305, TH306, TH307.”

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MARCH No. 1609 Add-1/Page 3

ITEM 5. SECTION 01 22 00, UNIT PRICES

A. Page 01 22 00/1. DELETE Paragraph 1.03.A in its entirety and REPLACE with the following:

“ A. Sitework Construction

1. UNIT PRICE L1: SOIL STABILIZATION FABRIC

Description: Installation of additional soil stabilization fabric as described in Section 32 12 01.

Unit of Measurement: Per installed square yard (sy). 2. UNIT PRICE L2: UNDERCUTTING Description: Undercutting where unsatisfactory soils are present at pavement

subgrade. This includes excavation, removal, and backfill with compacted granular base material as described in Section 31 12 01.

Unit of Measurement: Per installed cubic yard (cy). 3. UNIT PRICE L3: MEDIUM DUTY ASPHALT PATCHING Description: Furnish and install additional medium duty asphalt as described in

Section 32 12 01 and as detailed on the drawings. This includes saw cutting, removal of existing and placement of MDA.

Unit of Measurement: Per installed square yard (sy). 4. UNIT PRICE L4: HEAVY DUTY ASPHALT PATCHING Description: Furnish and install additional heavy duty asphalt as described in Section

32 12 01 and as detailed on the drawings. This includes saw cutting, removal of existing and placement of HDA.

Unit of Measurement: Per installed square yard (sy). 5. UNIT PRICE L5: MILL AND TOP PAVING Description: Asphalt milling and removal of existing top course asphalt and

installation of new top course asphalt. This includes milling, removals offsite, sweeping, crack repairs, tack coating, and new top course asphalt as specified.

Unit of Measurement: Per installed square yard (sy). 6. UNIT PRICE L6: CONCRETE SIDEWALK REPLACEMENT Description: Furnish and install 4-inch depth concrete sidewalk, as described in

Section 32 13 01. This includes the removal of existing pavement and subbase material.

Unit of Measurement: Per installed square foot (sf). 7. UNIT PRICE L7: 4-INCH STORM MANAGEMENT TRENCH, (SMT) Description: Furnish and install 4-inch diameter SMT pipe and backfill, as described

in Section 33 40 01. This includes all trenching and backfill. Unit of Measurement: Per installed Linear foot (lf).

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MARCH No. 1609 Add-1/Page 4

8. UNIT PRICE L8: ROCK EXCAVATION(S) Description: Rock excavation and removal offsite as described in Section 31 22 01. Unit of Measurement: Cubic yard (cy), removed.”

ITEM 6. SECTION 09 68 00, CARPETING

A. INSERT new Section 09 68 00, Carpeting, attached.

ITEM 7. SECTION 09 84 40, AUDITORIUM ACOUSTIC PANELS

A. Page 09 84 40/3. DELETE Subparagraph 2.2.A.7 in its entirety. ITEM 8. SECTION 12 35 53.19, WOOD LABORATORY CASEWORK

A. Page 12 35 53.19/3, Subparagraph 2.02.B.2.a. CHANGE thickness of hardwood maple top FROM: 1 ¼” TO READ: 1 ¾”.

B. Page 12 35 53.19/3. INSERT new Subparagraph 2.03.A.3. as follows:

“ 3. All wood to be red oak.”

REFER TO THE SPECIFICATIONS - VOLUME 2:

ITEM 1. SECTION 23 55 70, AUTOMATIC TEMPERATURE CONTROLS

A. Page 23 55 70/2. DELETE Article 2.01 and REPLACE with the following:

“2.01 ACCEPTABLE SUBCONTRACTORS

A. Air-Temp, SmartEdge, Widewaters, or approved equal.”

ITEM 2. SECTION 23 50 22, PETROLEUM GAS (PG) PIPING SYSTEMS, BELOW GRADE

A. INSERT new Section 23 50 22, Petroleum Gas (PG) Piping Systems, Below Grade, attached. ITEM 3. SECTION 32 30 07, PORTABLE ALUMINUM BLEACHERS

A. DELETE Paragraph 2.01.D in its entirety and REPLACE with the following:

“D. Standard of Quality shall be portable aluminum bleachers as manufactured by National Recreation Systems, Inc., 888-568-9064 or Architect approved equal. Provide the following model(s) with center aisle and heavy duty travel 3-wheel kit to move the section in one operation:

Model NB-0515ASTD 5 rows x 15' length QTY: 8 Sets”

REFER TO THE DRAWINGS - VOLUME 1: ITEM 1. DRAWING L107, GRADING, DRAINAGE, AND UTILITIES PLAN - AREA A

A. REVISE the drainage as shown on attached Sketch AD-L1 (South). ITEM 2. DRAWING L108, GRADING, DRAINAGE, AND UTILITIES PLAN - AREA B

A. REVISE the drainage as shown on attached Sketch AD-L2 (North).

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MARCH No. 1609 Add-1/Page 5

ITEM 3. DRAWING S202, LOW ROOF / SECOND FLOOR FRAMING PLAN - AREA B & C A. Refer to Plan Detail “1/S202”, LOW ROOF / SECOND FLOOR FRAMING PLAN - AREA B,

LOW ROOF / SECOND FLOOR FRAMING PLAN NOTES:

1. ADD the following Plan Notes:

“ LRS-8 THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF INSTALLATION OF THE CURVED W36X231 BALCONY SUPPORT BEAM AND OTHER ASSOCIATED BALCONY FRAMING AND CONSTRUCTION. IF LOCALIZED REMOVALS ARE REQUIRED, THE CONTRACTOR SHALL COORDINATE THOSE REMOVALS WITH ALL EXISTING CONDITIONS AND THE A/E PRIOR TO REMOVALS AND IS REQUIRED TO REPAIR THE REMOVED AREAS AND MATERIALS TO PRE-REMOVAL CONDITIONS AND CONDITIONS THAT MEET THE APPROVAL OF THE A/E.

AT THE CONTRACTOR’S OPTION, IT IS ACCEPTABLE TO SPLICE THE

CURVED W36X231 BALCONY SUPPORT BEAM AT THE CENTERLINE OF THE BALCONY’S TWO AISLE WAYS TO FACILITATE INSTALLATION (CREATING A MAXIMUM OF 3-BEAM SEGMENTS). THE PROPOSED DETAILS OF THE SPLICES SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. REFER TO DETAIL “7/S604” FOR ADDITIONAL INFORMATION.

LRS-9 THE CURVED W36X231 BALCONY SUPPORT BEAM SHALL BE

FABRICATED WITH A 2-INCH UPWARD CAMBER AT MID-SPAN TO ACCOUNT FOR ANTICIPATED VERTICAL DEFLECTION.”

ITEM 4. DRAWING S604, FRAMING SECTIONS

A. REVISE Section “A/S604” as shown on attached Sketch AD-S1. B. REVISE Section “B/S604” as shown on attached Sketch AD-S2. C. REVISE Section “C/S604” as shown on attached Sketch AD-S3. D. ADD Detail “7/S604” as shown on attached Sketch AD-S4.

ITEM 5. DRAWING PH101, CONSTRUCTION PHASING PLAN

A. MODIFY this drawing as shown in attached Sketch AD-A1.

ITEM 6. DRAWING A102, PARTIAL FIRST FLOOR PLAN - AREA B

A. ADD wall tag indicating partition type ‘A’ to wall separating Home & Careers, Room 121 from

Cafeteria, Room 123

ITEM 7. DRAWING A403, LG SCALE AUDITORIUM PLANS & DETAILS A. ADD The following Note to Detail 2, AUDITORIUM PLAN - BALCONY:

“30” WIDE P. LAM COUNTER IN CONTROL BOOTH TO BE SUPPORTED BY A KNEE WALL AT THE MID POINT AS WELL AS (4) 24”x24” PREFINISHED STEEL COUNTERTOP BRACKETS BY A&M HARDWARE, (2) ON EACH SIDE OF WALL.”

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MARCH No. 1609 Add-1/Page 6

B. ADD The following note to Detail 3, AUDITORIUM SEATING ELEVATION: “ALL ACOUSTIC PANELS SHOWN IN THIS ELEVATION TO BE TYPE ‘AP’ AS DESCRIBED IN SPECIFICATION SECTION 09 84 40”.

ITEM 4. DRAWING A404, SECOND FLOOR PLAN - CODE COMPLIANCE

A. MODIFY this drawing as shown in attached Sketches AD-A2, AD-A3, and AD-A4. B. ADD The following Note to Detail 2, AUDITORIUM SEATING SECTION:

“(2) UPPER WALL DIFFUSER PANELS TO BY TYPE ‘WD’ AS DESCRIBED IN SPECIFICATION SECTION 09 84 40. (2) LOWER WALL DIFFUSER PANELS TO BE TYPE WDA IN SPECIFICATION 09 84 40. ALL REMAINING WALL ABSORBER PANELS TO BE TYPE ‘AP’ AS DESCRIBED IN SPECIFICATION 09 84 40. OPPOSITE WALL SIMILAR.”

ITEM 5. DRAWING A502, CASEWORK / INTERIOR ELEVATIONS

A. ADD the following General Note:

“1. ALL ACOUSTIC WALL PANELS SHOWN IN INSTRUMENTAL MUSIC ROOM 169 TO BE

SALVAGED DURING REMOVALS AND REINSTALLED IN THE LOCATIONS INDICATED ON ELEVATIONS PER MANUFACTURER INSTRUCTIONS”.

ITEM 6. DRAWING A503, CASEWORK / INTERIOR ELEVATIONS

A. ADD The following General Notes:

“ 1. INSTALL UP TO 10 SURPLUS ACOUSTIC WALL PANELS SALVAGED DURING

REMOVALS IN VOCAL MUSIC ROOM 110. LOCATE PANELS AS DIRECTED BY OWNER / ARCHITECT IN FIELD.

2. FURNISH AND INSTALL NEW 4’x4’ INTERACTIVE ACOUSTIC ABSORBER PANELS BY

WENGER, OR APPROVED EQUAL, AS SHOWN IN ROOMS 110A, 110B, & 110C. PANELS TO BE CONSTRUCTED OF 3”, 6PCF, GLASS FIBER BOARD, HARDENED RESIN EDGES, COVERED WITH CLASS A FABRIC, COLOR AS SELECTED BY ARCHITECT.”

ITEM 7. DRAWING A601, DOOR SCHEDULE & DETAILS, WINDOW TYPES & DETAILS

A. MODIFY this drawing as shown in attached Sketch AD-A5. ITEM 8. DRAWING A602, ROOM FINISH SCHEDULE

A. Refer to Room Finish Schedule and make the following changes:

1. Room No. 214, H.S. RESOURCE: CHANGE: FLOOR MAT FROM: CFT TO: E. CONC. 2. Room No. 214, H.S. RESOURCE: CHANGE: FLOOR FIN FROM: VCT TO: E. WOOD* 3. Room No. 214, H.S. RESOURCE: CHANGE: BASE MAT FROM: VCT TO: E. WOOD* 4. Room No. 214, H.S. RESOURCE: DELETE the REMARKS and REPLACE with the

following: “*REFINISH EXISTING WOOD PARQUET FLOOR AND BASE AS SPEC’D” 5. Room No. 214A, SP. ED.: CHANGE: FLOOR MAT FROM: CFT TO: E. CONC. 6. Room No. 214A, SP. ED.: CHANGE: FLOOR FIN FROM: VCT TO: E. WOOD* 7. Room No. 214A, SP. ED.: CHANGE: BASE MAT FROM: VCT TO: E. WOOD* 8. Room No. 214A, SP. ED.: DELETE the REMARKS and REPLACE with the following:

“*REFINISH EXISTING WOOD PARQUET FLOOR AND BASE AS SPEC’D”

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MARCH No. 1609 Add-1/Page 7

9. Room No. 215, ENGLISH: CHANGE: BASE MAT FROM: VCT TO: E. WOOD* 10. Room No. 215, ENGLISH: ADD the following REMARKS: “*REFINISH EXISTING

WOOD BASE AS SPEC’D” 11. Room No. 216, ENGLISH 7-12: CHANGE: BASE MAT FROM: VCT TO: E. WOOD* 12. Room No. 216, ENGLISH 7-12: ADD the following REMARKS: “*REFINISH EXISTING

WOOD BASE AS SPEC’D” 13. Room No. 217, LANGUAGE: CHANGE: FLOOR MAT FROM: CFT TO: E. CONC. 14. Room No. 217, LANGUAGE: CHANGE: FLOOR FIN FROM: VCT TO: E. WOOD* 15. Room No. 217, LANGUAGE: CHANGE: BASE MAT FROM: VCT TO: E. WOOD* 16. Room No. 217, LANGUAGE: DELETE the REMARKS and REPLACE with the following:

“*REFINISH EXISTING WOOD PARQUET FLOOR AND BASE AS SPEC’D” 17. Room No. 218, HISTORY: CHANGE: FLOOR MAT FROM: CFT TO: E. CONC. 18. Room No. 218, HISTORY: CHANGE: FLOOR FIN FROM: VCT TO: E. WOOD* 19. Room No. 218, HISTORY: CHANGE: BASE MAT FROM: VCT TO: E. WOOD* 20. Room No. 218, HISTORY: DELETE the REMARKS and REPLACE with the following:

“ *REFINISH EXISTING WOOD PARQUET FLOOR AND BASE AS SPEC’D. REFER TO ROOM SCHEDULE ENTRY 218-ALT FOR ROOM FINISHES WITH ADD ALT GC-1”

21. Room No. 222, HISTORY 7-12: CHANGE: FLOOR MAT FROM: CFT TO: E. CONC. 22. Room No. 222, HISTORY 7-12: CHANGE: FLOOR FIN FROM: VCT TO: E. WOOD* 23. Room No. 222, HISTORY 7-12: CHANGE: BASE MAT FROM: VCT TO: E. WOOD* 24. Room No. 222, HISTORY 7-12: DELETE the REMARKS and REPLACE with the

following: “*REFINISH EXISTING WOOD PARQUET FLOOR AND BASE AS SPEC’D” 25. ADD 218ALT HISTORY to the Room Schedule indicating the finishes as part of Add

Alternate GC-1 as follows: “218ALT, HISTORY, CFT, VTC, RUB, E. PL, PT, E. PL, PT, E. PL, PT, E. PL, PT, E. ACT-1, - -, 11’-0”, ,218ALT”

REFER TO THE DRAWINGS - VOLUME 2: ITEM 1. DRAWING P103, PARTIAL FIRST FLOOR PLAN - AREA A

A. MODIFY this drawing as shown on attached Sketch AD-P1. ITEM 2. DRAWING P104, PARTIAL FIRST FLOOR PLAN - AREA B

A. MODIFY this drawing as shown on attached Sketch AD-P2. ITEM 3. DRAWING P105, PARTIAL FIRST FLOOR PLAN - AREA C

A. MODIFY this drawing as shown on attached Sketch AD-P3. ITEM 4. DRAWING H203, PARTIAL FIRST FLOOR PLAN - AREA C (PIPING)

A. MODIFY this drawing as shown on attached Sketch AD-H4. ITEM 5. DRAWING H603, DETAILS

A. ADD Details as shown on attached Sketches AD-H1, AD-H2 and AD-H3.

* * * * *

Page 8: ADDENDUM 1 - PlanWell · MARCH No. 1609 Add-1/Page 1 ADDENDUM 1 . Madison Central School District. RECONSTRUCTION . Main Building - SED Control No. 25-11-01-04-0-001-020 . THIS ADDENDUM

MARCH No. 1609 Pre-Bid Mtg Minutes/Pg. 1

PRE-BID MEETING MINUTES Project: Madison Central School District Main Building - Reconstruction MARCH No. 1609 Location: Madison CSD Library Date: Wednesday, May 17, 2017 Present: Name: Company: Email:

Melanie Brouillette Madison CSD [email protected] Glenn Roet Robert H. Law, Inc. [email protected] Brandon Reese Weydman Electric [email protected] Bob Brown Summit Environmental [email protected] Tony Putrelo Putrelo Building Enterprises [email protected] Stuart Murphy Murphy Excavating [email protected] Al Rescor NRC [email protected] Steve Walk SmartEdge [email protected] Chris Cleveland Aktor Corp. [email protected] Ron Lampman Widewaters HVAC [email protected] Matt Grimm Widewaters HVAC [email protected] Eric Ames R.J. Ortlieb [email protected] Rob Wurz R.J. Ortlieb [email protected] Scott Morley R.E. Alexander Co. [email protected] Joe Giruzzi Giruzzi Plumbing & Heating [email protected] John Delap JD Taylor [email protected] Dave Stanard Northeast Interior Systems [email protected] Thomas James Bette & Cring [email protected] Katy Jacobs Appel Osborne [email protected] William Towne Towne Engineering [email protected] Travis Richards Towne Engineering [email protected] Gary Siver Towne Engineering [email protected] Dave Jadlowski MARCH Associates [email protected] Chris Crolius MARCH Associates [email protected]

This meeting was held to initiate the bid phase for the above referenced project. School Officials, the Construction Manager, and the Design Team Representatives introduced themselves to those present. C. Crolius reviewed the following administrative requirements: • Bids are due on Thursday, May 25, 2017 at 3:30 PM at this location. At this time, the District does not

anticipate extending the bid date. • Anyone wishing to visit the site after today can contact Doug Deeb at 315-857-7659 to make arrangements. • All questions are to be submitted to MARCH Associates via email by the end of tomorrow. MARCH

Associates anticipates issuing an Addendum on Friday, or worst case, Monday morning to all the planholders.

• The project has (5) separate prime contracts. The Sitework Contract includes an alternate for the access

road and a $50,000 contingency allowance, as well as unit prices. The General Contract includes (2) alternates for work in various classrooms, a $150,000 contingency allowance, and several unit prices.

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MARCH No. 1609 Pre-Bid Mtg Minutes/Pg. 2

The Plumbing Contract includes a $30,000 contingency allowance. The Mechanical Contract includes (1) alternate and a $75,000 allowance. The Electrical Contract includes a $75,000 contingency allowance. C. Crolius advised contractors that they are to include their overhead and profit in the Base Bid, not in the contingency allowances. If allowance funds are expended, than a change order will be written with the appropriate mark-up. At the completion of the project, any unspent allowance funds will be returned to the Owner via credit change order.

• Contractors were reminded to carefully review Section 01 11 00, Summary of Work. Also contained in the

contract documents is a Phasing Plan. It was noted that the Phasing Plan will have some slight modifications that will be included in the Addendum. The area adjacent to the Phase 1 area that is currently called “Phase 4” will be revised to “Phase 2”. C. Crolius gave an overview of the phases and noted that the District will be cooperative and work with the low bidders to advance the project based on the milestones. In addition, the Design Team will be clarifying the scope of work between the Electrical and General Contractors as it relates to the Stage Rigging and Stage Lighting.

• It was noted that there will be some modifications made to the drainage work associated with the Sitework

Contract. • D. Jadlowski noted the Addendum will incorporate the modifications to allow the splice of the large beam

in the Auditorium.

• Contractors requested Budget Estimates for the work. D. Deeb furnished the following budget numbers: Sitework $1,000,000 General $3,150,000 Plumbing $400,000 Mechanical $1,400,000 Electrical $925,000

This completed the Pre-Bid Conference at which time Contractors were allowed access to the building.

* * * * *

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MARCH No. 1609 Addendum-1 00 41 00/1

DOCUMENT 00 41 00 BIDDER: ____________________

BID FORM

SITEWORK CONSTRUCTION

The following proposal is hereby made to:

MADISON CENTRAL SCHOOL DISTRICT STIPULATED AMOUNTS: The Undersigned hereby proposes and agrees to perform all the work and furnish all things required for:

MAIN BUILDING - RECONSTRUCTION

all in accordance with the Drawings, Specifications, and other Contract Documents prepared by MARCH Associates, 258 Genesee Street, Suite 300, Utica, NY 13502, for the following stipulated amount. BASE BID: Cost for Labor and Materials ________________________________________________ $ ___________________ Written Figures ALLOWANCE: The Undersigned has included in the Base Bid the sum of Fifty Thousand Dollars ($50,000) in accordance with Section 01 21 00, ALLOWANCES. ALTERNATES: The Undersigned proposes the following additions to the Base Bid for Alternates listed below and subject to conditions of the Contract Documents. Refer to Section 01 23 00, ALTERNATES. Alternate No. L-1: Gravel Service Road Pavement Added for Labor and Materials ________________________________________________ $ ___________________ Written Figures UNIT PRICES: The Undersigned proposes the following Unit Prices subject to conditions of the Contract Documents. Refer to Section 01 22 00, UNIT PRICES. These units are the same for work added or deleted, unless noted otherwise.

L1. Soil Stabilization Fabric $ Per installed square yard

L2. Undercutting $ Per installed cubic yard

L3. Medium Duty Asphalt Patching $ Per installed square yard

L4. Heavy Duty Asphalt Patching $ Per installed square yard

L5. Mill and Top Paving $ Per installed square yard

L6. Concrete Sidewalk Replacement $ Per installed square foot

L7. 4” Stormwater Management Trench (SMT) $ Per installed linear foot

L8. Rock Excavation $ Per removed cubic yard

KNOWLEDGE OF LOCAL CONDITIONS AND CONTRACT DOCUMENTS: The Undersigned has examined the location of the proposed work, reviewed the Bidding Documents relating to this proposal and the Bidding Documents, and is familiar with local conditions at the place where the Work is to be performed.

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MARCH No. 1609 Addendum-1 00 41 00/2

PROPOSAL PERIOD: The Undersigned agrees to hold the bid open for a forty-five (45) day period following the scheduled time for the opening of Bids. EXECUTION OF AGREEMENT AND FURNISHING BOND: Within ten (10) days after being awarded the Contract, the Undersigned agrees to execute the Form of Agreement and to furnish Performance and Payment Bonds in the amount stated in the Instructions to Bidders. ADDENDA: The Undersigned hereby acknowledges receipt of the following addenda:

No.: ________ Date: ______________________

No.: ________ Date: ______________________

No.: ________ Date: ______________________

No.: ________ Date: ______________________

CONTRACT TIME: If awarded the Contract, the Undersigned agrees to complete all construction work under this contract in accordance with Section 01 11 00, Summary of Work. OWNER'S RIGHTS RESERVED: The Undersigned understands that the Owner reserves the right to reject any or all proposals or to waive any formality or technicality in any proposal. The above proposal is hereby respectfully submitted by:

____________________________________________________________________________________ COMPANY

____________________________________________________________________________________ NAME (SIGNATURE) TITLE

____________________________________________________________________________________ NAME (PRINT)

____________________________________________________________________________________ BUSINESS ADDRESS

____________________________________________________________________________________ CITY STATE ZIP

____________________________________________________________________________________ PHONE NUMBER FAX NUMBER

____________________________________________________________________________________ EMAIL (FOR PROJECT CONTACT)

____________________________________________________________________________________ DATE FEDERAL EMPLOYER IDENTIFICATION NUMBER

* * * * *

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MARCH No. 160909 68 00 / 1

SECTION 09 68 00CARPETING

PART 1 GENERAL1.01 SECTION INCLUDES

A. Broadloom Carpet, direct-glued, where indiciated on drawings in auditorium and auditoriumbalcony.

B. Accessories.1.02 RELATED REQUIREMENTS

A. Section 01 61 16 - Volatile Organic Compound (VOC) Content Restrictions.B. Section 09 05 61 - Common Work Results for Flooring Preparation: Independent agency

testing of concrete slabs, removal of existing floor coverings, cleaning, and preparation.1.03 REFERENCE STANDARDS

A. ASTM D2859 - Standard Test Method for Ignition Characteristics of Finished Textile FloorCovering Materials; 2006 (Reapproved 2011).

B. ASTM E648 - Standard Test Method for Critical Radiant Flux of Floor-Covering Systems Usinga Radiant Heat Energy Source; 2014c.

C. CRI 104 - Standard for Installation of Commercial Carpet; 2015.D. NFPA 253 - Standard Method of Test for Critical Radiant Flux of Floor Covering Systems Using

a Radiant Heat Energy Source; 2015.1.04 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.B. Shop Drawings: Indicate seaming plan, method of joining seams, direction of carpet pile and

pattern, location of edge moldings and edge bindings.C. Product Data: Provide data on specified products, describing physical and performance

characteristics; sizes, patterns, colors available, and method of installation.D. Samples: Submit two samples 24 x 24 inch in size illustrating color and pattern for each carpet

and cushion material specified.E. Manufacturer's Installation Instructions: Indicate special procedures and perimeter conditions

requiring special attention.F. Maintenance Data: Include maintenance procedures, recommended maintenance materials,

and suggested schedule for cleaning.1.05 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing specified carpet withminimum three years documented experience.

B. Installer Qualifications: Company specializing in installing carpet with minimum three yearsdocumented experience.

1.06 FIELD CONDITIONSA. Store materials in area of installation for minimum period of 24 hours prior to installation.B. Maintain minimum 70 degrees F ambient temperature 24 hours prior to, during and 24 hours

after installation.C. Ventilate installation area during installation and for 72 hours after installation.

PART 2 PRODUCTS2.01 MANUFACTURERS

A. Carpet:1. Mannington Commercial: www.mannington.com/commercial

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MARCH No. 160909 68 00 / 2

2.02 CARPETA. Mannington Carpet; Carthage Legacy: Tufted, nylon, confirming to the following criteria.

1. Critical Radiant Flux: Minimum of 0.45 watts/sq cm, when tested in accordance withASTM E648 or NFPA 253.

2. Surface Flammability Ignition: Pass ASTM D2859 (the "pill test").3. VOC Content: Comply with Section 01 61 16.4. Color: As selected by architect from manufacturer's full line.5. Surface Texture: Pattern Loop Graphics6. Face Yarn: Antron Legacy Nylon Type 6,67. Dye Method: Solution / Yarn8. Roll Width: 12 ft.9. Maximum Electrostatic Charge: 3 Kv. at 20 percent relative humidity (RH).10. Gage: 1/10 inch.11. Stitches: 12 per inch.12. Tufted Yarn Weight: 26 Ounces Per Square Yard13. Primary Backing:

a. Material: 100% Synthetic.14. Secondary Backing:

a. Material: UltraBac RE..2.03 ACCESSORIES

A. Sub-Floor Filler: Type recommended by carpet manufacturer.B. Moldings and Edge Strips: Vinyl, color as selected. Provide vinyl trim to terminate exposed

carpet edges on auditorium main floor.C. Adhesives:

1. Compatible with materials being adhered; maximum VOC content as specified in Section01 61 16.

D. Seam Adhesive: Recommended by carpet manufacturer.E. Contact Adhesive: Recommended by carpet manufacturer.

PART 3 EXECUTION3.01 EXAMINATION

A. Verify that sub-floor surfaces are smooth and flat within the tolerances specified for that type ofwork and are ready to receive carpet.

B. Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work,are dust-free, and are ready to receive carpet.

C. Verify that sub-floor surfaces are dust-free and free of substances that could impair bonding ofadhesives to sub floor surfaces.

D. Verify that required floor-mounted utilities are in correct location.3.02 PREPARATION

A. Prepare floor substrates for installation of flooring in accordance with Section 09 05 61.3.03 INSTALLATION - GENERAL

A. Starting installation constitutes acceptance of sub-floor conditions.B. Install carpet and cushion in accordance with manufacturer's instructions and CRI 104

(Commercial).C. Verify carpet match before cutting to ensure minimal variation between dye lots.D. Lay out carpet and locate seams in accordance with shop drawings.

1. Locate seams in area of least traffic, out of areas of pivoting traffic, and parallel to maintraffic.

2. Do not locate seams perpendicular through door openings.

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MARCH No. 1609 09 68 00 / 3

3. Align run of pile in same direction as anticipated traffic and in same direction on adjacentpieces.

4. Locate change of color or pattern between rooms under door centerline.5. Provide monolithic color, pattern, and texture match within any one area.

E. Install carpet tight and flat on subfloor, well fastened at edges, with a uniform appearance.3.04 DIRECT-GLUED CARPET

A. Double cut carpet seams, with accurate pattern match. Make cuts straight, true, and unfrayed. B. Apply contact adhesive to floor uniformly at rate recommended by manufacturer. After sufficient

open time, press carpet into adhesive.C. Apply seam adhesive to the base of the edge glued down. Lay adjoining piece with seam

straight, not overlapped or peaked, and free of gaps.D. Roll with appropriate roller for complete contact of adhesive to carpet backing.E. Trim carpet neatly at walls and around interruptions.F. Complete installation of edge strips, concealing exposed edges on main level of auditorium.

Bind cut edges where exposed on balcony level of auditorium.3.05 INSTALLATION ON STAIRS

A. Use one piece of carpet for each tread and the riser below. Apply seam adhesive to all cutedges.

B. Install carpet with pile direction in the length of the stair.C. Adhere carpet tight to stair treads and risers.

3.06 CLEANINGA. Remove excess adhesive from floor and wall surfaces without damage.B. Clean and vacuum carpet surfaces.

END OF SECTION

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MARCH No. 1609 23 50 22/1

SECTION 23 50 22

PETROLEUM GAS (PG) PIPING SYSTEMS, BELOW GRADE PART 1 – GENERAL 1.01 REQUIREMENTS A. Furnish and install complete below grade petroleum gas piping systems in

accordance with the sizes and locations shown on the drawings. B. Systems shall comply with the requirements set forth in NFPA Standards 54 and 58. PART 2 – PRODUCTS 2.01 DESCRIPTION

A. Pipe material and fittings:

1. High density, extra high molecular weight, polyethylene conforming to ASTM Specification D3350 (Type III, Class C, Category 5, Grade P34; Plastics Pipe Institute designation PE3408).

2. Standard Dimension Ratio (SDR) 11 (100 psig).

B. Pipe joints: 1. Thermal fusion type. PART 3 – EXECUTION 3.01 INSTALLATION A. All work shall be executed in strict accordance with direction set forth by the

manufacturer’s authorized representative. 3.02 TEST A. Test the entire system (new work, isolated from existing) pneumatically at 90 psig. B. The system shall be leak-tight after a 3-hour duration. 3.03 LOCATION INDICATORS A. Provide a locator wire (coated, #12 awg, stranded copper) alongside piping,

terminated by an accessible junction box.

END OF SECTION

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RAILING INFRONT OF AISLE

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