Manchester Community College Welding Lab Addition …€¦ · Manchester Community College Welding Lab Addition, Manchester, NH ... additions/deletions report; ... Manchester Community

Manchester Community College Welding Lab Addition, Manchester, NH Project MC12‐07

Addendum #1

Issued July 13, 2011

Contact: Warrenstreet Architects, Inc ‐ Jonathan Halle, AIA (603) 225‐0640 x113

Please not the following additions, deletions, and/or clarifications that will become part of the contract

documents for this project. Please note the requirement on the Grand Total Bid form acknowledgement

of receipt of this addenda. Bid Package remains due to the Owner @ 2pm on July 20, 2012.

Specification/ Project Manual

1. ADD: Revised bid form 00416 page two showing the cementitous siding add alternate (attached);

2. Clarification: No additional access to the building at this time; 3. Clarification: The civil engineer will be responsible for for processing the SWPP plan, the

contractor will be responsible for monitoring compliance; 4. ADD: The attached AIA101 form in its entirety with additions/deletions report; 5. Clarification: In the AIA201 general conditions disregard reference to “student Center, Exercise

Science, computer classrooms and temporary kitchen”, these are not part of this contract; 6. Clarification: spec section 000102, 1.01, B Project # should be MC 12‐07, 1.07 procurement

Documents, A, 1. From owner should be at www.ccsnh.edu; 7. Clarification: spec section 002113, 7.01, B. endorse the Bid Bond in the name of “Manchester

Community College as a component of Community College System of New Hampshire”; 8. Clarification: spec section 002113, 7.02, B. there is no spec section 007300 supplemental

general conditions; 9. Clarification: spec section 002113, 7.03, disregard this section as all insurance requirements are

covered under AIA A201 Article 11 Insurances and Bonds; 10. DELETE: spec section 004000 in its entirety; 11. Clarification: delete spec section “012100 Allowances” and substitute pdf dated 7/13/12 same

section attached; 12. Clarification: 013000, 1.02, a, there is no spec section 007200 general conditions, refer to

AIA201. 13. Clarification: spec section 014000, 1.06 A, Note the Owner will pay for all construction related

testing (ie. soils, concrete steel, etc) which will be coordinated by the Contractor; 14. Clarification: spec section 016000, 2.01 New Products: the intention of the “do not use products

made outside the US” is to “give preference to products made inside the U.S. first, and if deemed a scheduling issue or financial hardship by the Owner, only then is the product made outside the U.S. to be considered”.

Architectural/Site

15. Clarification: the explosion panel design intent is a one source system, meeting minimum requirements of NFPA 68 code, bottom hinged adjustable magnetic release similar to “Haz Safe Buildings by Design Phone (330)793‐0900” ‐ (2) two aluminum panels 8’ wide x 4’ tall with

integral steel frame and mid‐rail for a total opening of 8’x8’. The CMU wall opening should be coordinated and adjusted accordingly, the panels should be tethered; the panels should have a Min R‐9 insulation value. The explosion panel will not be covered with the add alternate siding if chosen.

16. ADD: The relocated rack owner supplied and GC installed within the new addition is in storage at the college. It is steel frame with corrugated deck. It was removed from the old automotive classroom. The scope of work should ADD: the GC will install 4” steel pour stop at all edge of rack and pour 4” concrete deck.

17. Clarification: All 48” CMU walls along exterior face of building shall have a control joint minimum every 20 feet and be capped with 2” concrete cap similar to 1/A4.2.

18. ADD: Provide bullnose CMU block on exterior corner of room 101; 19. ADD: Masonry specification 04 2000 total of pages (attached); 20. Clarification: Add alternate requires cementitious panels to be painted; 21. Clarification: Total number of bollards to be installed is 18. Fifteen called for on C3 is incorrect; 22. Clarification: 12” of crushed gravel is to be installed under all (existing and new) disturbed site

work and asphalt surfaces; 23. Clarification: The coping cap on the top of the exterior composite metal building panels should

be supplied by the panel manufacturer to match panel and be installed by GC; 24. Clarification: The existing private sewer and water lines have no connection fees; 25. Clarification: The Owner will be responsible for any charges/ fee/ costs related to the gas line

scope of work; 26. Clarification: There is no driveway permit or fees; 27. Clarification: There are no known special investment permits and/or fees; 28. Clarification: Drawing C‐2 disregard note “All Equipment, materials and buildings within the

work area to be removed by the College”, replace with “Fencing removal and reinstallation to be coordinated by GC, the wood shed to be removed by the GC, asphalt and concrete slabs to be removed by the GC, miscellaneous piping stock will be removed by the college”;

29. DELETE: Sheet A0‐1, delete the project sign; 30. Clarification: Drawing A0‐1, section 01033 permitting and fees #3 all testing will be by the

Owner coordinated by the GC; delete #4 appraisals; #6 Owner will provide power and electric and GC will provide telephone;

31. ADD: DrawingA0‐1, section 01033, the GC will be responsible for waterline pressure test; Structural

32. ADD: 45 degree 12 gauge metal covering cap at all structural building horizontal girt locations, see detail 3/A4.3 (attached)

33. Clarification: note the architectural drawings call for two emergency thru wall drains, whereas the mechanicals combine piping and show only one outlet. Mechanical drawings to prevail.

34. ADD: Insulated metal frame at detail 11/A5.1 (attached); 35. Clarification: show ½” depressed exterior slab outside of interior galvanized floor angle, see

detail 7/A5.1 (attached). 36. Clarification: The five ton crane will be specified and purchased by the College, installed by the

GC. The GC is to provide and install the crane steel rail as called for in the structural drawings; 37.

Mechanical

38. Clarification: SECTION 235500 change INDIRECT FIRED MAKE-UP AIR UNITS, PART 1 – GENERAL, 1.1 SCOPE A. Furnish and install Make-Up Air Units as indicated on the drawings and specified herein, as manufactured by Trane, Sterling, Reznor or Hastings;

39. ADD: Replace previous mechanical specification section 259000 page 2 with attached pdf, refer to SKM‐1 for the additional scope of work EF‐8 and 4’x6’ hood over processor;

Electrical

40. Clarification: The electrical panel boards and breakers are being purchased directly by the Owner to expedite availability for installation by the GC in august, all electrical work within the existing building is required to be complete by August 28, 2012, usable by the staff and students;

41. ADD: On Drawing E1.3 Provide power and pilot light switch for EF‐8 and associated damper per SKE‐1;

42. ADD: Provide Uni‐Strut style mounting for welding equipment disconnects (32 total) at the new

welding booths. Disconnects shall stacked two high and shall be coordinated with welder

locations;

43. Clarification: The electrical panels being purchased separately by the Owner are those marked OFCI on the line diagram;

44. Clarification: The project will be allowed to tie to existing campus power and the college will be responsible for consumption during construction;

45. ADD: Scope of work per SKE‐1 associated with additional hood and fan over processor, coordinate with mechanical change above and SKM‐1;

END

NAME OF BIDDING CONTRACTOR

LUMP SUM GRAND TOTAL

THE COLLEGE SYSTEM RESERVES THE RIGHT TO AWARD ANY OR ALL ITEMS.

PROPOSAL FORM – LUMP SUM GRAND TOTAL BID

MANCHESTER COMMUNITY COLLEGE

WELDING LAB ADDITION MCC PROJECT # MC 12-07

MANCHESTER, NEW HAMPSHIRE

1066 FRONT STREET, 03102 JUNE 29, 2012

REV JULY 13, 2012

MC 12-07 Manchester Community College – Welding Lab Addition June 29, 2011

Proposal Form – Lump Sum Grand Total – MCCNH #12-07 00416 - 1

PROPOSAL FORM

Proposal of:

Address: To furnish all materials and to do and perform work in accordance with the plans and specifications, on which proposals shall be submitted in a sealed envelope marked: Proposal for: “Manchester Community College Welding Lab Addition” and delivered to the Manchester Community College – Office of Sarah Diversi Chief Financial Officer, 1066 Front St, Manchester , NH 03102 2:00 P.M., Prevailing Time, on Friday July 20, 2012 for the following project:

MANCHESTER COMMUNITY COLLEGE

WELDING LAB ADDITION, 1066 FRONT STREET

MANCHESTER, NH 03102

Delivery of Proposal: Proposal shall be placed in sealed envelope plainly marked to indicate its contents and addressed to the College at the address shown on the Invitation to Bids. Sealed Proposals shall be received and deposited in the Bid Box at the location specified prior to the time and deposited as specified. Proposals delivered to the College by alternate means are submitted at the sole risk of the Bidder. The College will not accept responsibility for any reason if the Proposal is not deposited in the Bid Box by the specified time and date. Proposals received after the time for opening of bids will be returned to the bidder unopened. Ms. Sarah Diversi, CFO Manchester Community College 1066 Front St Manchester,, New Hampshire, 03102

Dear Ms. Diversi:

In accordance with the advertisement of the College inviting proposals for the project herein before named, and in conformity with the plans and specifications on file in the offices of the College, I/WE hereby certify that I AM/WE ARE the only person or persons, interested in this proposal as principals; that this proposal is made without collusion with any person, firm or corporation, that an examination has been made of the plans and specifications and of the site of the work, and proposed to furnish all necessary machinery, equipment, tools and labor, and to furnish all materials specified in the manner and at the time prescribed at the following prices:



ITEMS AND UNITS TABLE Rules of Prices Note: This Proposal shall be filled in by the Bidder, with the Prices written in both words and numerals, and the extensions will be made by him in the spaces provided All bidders are to include ALL items. Grand total is too include all the scope for all the projects

ITEM NO.

APPROXIMATE QUANTITIES AND

UNIT TYPE

ITEMS AND UNITS PRICES BID COST PER UNIT DOLLARS CENTS

(numerical)

ITEM SUBTOTAL DOLLARS CENTS

(numerical) 1 1 EACH ITEM #1- AL WORK DESCRIBED

IN WARRENSTREET CONTRACT DOCUMENTS TO PROVDE AN ADDITION TO THE MANCHESTER COMMUNITY COLLEGE WEDLING LAB.

(COST PER EACH WRITTEN )

DOLLARSPER EACH

.

1PER EACH

$.

2 1 EACH ITEM #2 - ALLOWANCE FOR UNFORESEEN CONDITIONS


TWENTY FIVE THOUSAND

DOLLARSPER EACH

.

1 PER EACH

$25,000.00

3 1 EACH ITEM #3 – ALL WORK ASSOCIATED WITH THE ADD ALTERNATE TO INSTALL CEMENTITIOUS SIDING OVER THE INSULATED METAL BUILDING PANEL.


…………………………………………………………….. DOLLARS PER EACH

.

1 PER EACH

$.



THE LUMP SUM GRAND TOTAL FOR THIS PROJECT IS: (SUM OF ITEM SUBTOTALS OF ITEMS #1 and #2. In numbers: [ ]. LUMP SUM GRAND TOTAL IN WORDS: ______________________________________________________________________________________ LUMP SUM GRAND TOTAL MUST ALSO BE ENTERED ON THE COVER PAGE OF THE PROPOSAL.

The award of contract shall be made to the lowest responsible bidder on the basis of the Lump Sum Grand Total.

The Chancellor reserves the right to waive any and all informalities in the best interests of the College.

It is further proposed:

To execute the form of contract and to complete the project on or before January 30, 2013 and in accordance with agreed to extensions based on weather conditions.

To furnish a contract bond in the amount of one hundred percent (100%) of the contract award as security for the completion of the contract in accordance with the plans and specifications and contract documents. The form of bond shall be that provided for by the Department, and the surety shall be acceptable to the Chancellor.

To guarantee all of the work performed under this contract to be done in accordance with the plans and specifications and the contract documents.

Enclosed, herewith, find cashier’s check, certified check, or bid bond in the amount of 5% of the total amount of the Lump Sum Price made payable to the “Treasurer, State of New Hampshire”, as a proposal guaranty, which it is understood, will be forfeited in the event the form of contract is not executed, if awarded to the undersigned.

The undersigned acknowledges receipt of the following addenda, issued during the bidding time, and states that these have been incorporated in this proposal:

Addendum No. dated



IF A PARTNERSHIP

Signature of Bidder: (printed name and title)

Partnership Name & Address Names and Addresses of Members of the Partnership:



IF AN LLC


LLC Name & Address: Names and Addresses of Members and Managers:



IF A CORPORATION

Signature of Bidder: (printed name and title) Corporation Name & Address:

Incorporated under the laws of the State of Bidder shall provide a Certificate of Good Standing or Registration from the NH Secretary of State’s Office indicating that the Bidder is authorized to conduct business in New Hampshire. Names and Addresses of Corporate Officers: [A bid by a person who affixes to his/her signature, the word "President," "Secretary,” "Agent" or other designation, without disclosing whom he/she is representing if other than the contracting entity noted above, may be held to the bid of the individual signing.] President

Name:

Address: Secretary

Name:

Address: (Enter Designation of another Corporate Officer below, such as Vice President or Agent …..)

Name:

Address:



IF A PROPRIETORSHIP


Proprietorship Name & Address: If Applicable, a D/B/A or Trade Name:

If Applicable, Certificate from Secretary of State’s Office to be attached.

END OF DOCUMENT

SECTION 01 2100

ALLOWANCES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Owner Allowance.

B. Inspecting and testing allowances.

C. Payment and modification procedures relating to allowances.

1.02 RELATED REQUIREMENTS

A. Section 01 2000 - Price and Payment Procedures: Additional payment and modification procedures.

1.03 OWNER ALLOWANCE

A. Contractor's costs for products, delivery, installation, labor, insurance, payroll, taxes, bonding, equipment rental, overhead and profit will be included in Change Orders authorizing expenditure of funds from this Owner Allowance.

B. Funds will be drawn from the Owner Allowance only by Change Order.

C. At closeout of Contract, funds remaining in Contingency Allowance will be credited to Owner by Change Order.

1.04 INSPECTING AND TESTING ALLOWANCES

A. Costs Included in Inspecting and Testing Allowances: Cost of engaging an inspecting or testing agency; execution of inspecting and tests; and reporting results. GSI is under a term agreement with the CCSNH to provide these services which are to be coordinated by the Contractor.

B. Costs Not Included in the Inspecting and Testing Allowances:1. Costs of retesting upon failure of previous tests as determined by Architect.

C. Payment Procedures:1. Submit one copy of the inspecting or testing firm's invoice with next application for payment.

1.05 ALLOWANCES SCHEDULE

A. Unforeseen Conditions..

B. Construction Testing Services..

C. HVAC Testing, Adjusting, and Balancing Allowance: Include the sum of $2,500.00 for testing, adjusting, and balancing mechanical systems as specified in Section 23 0583.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

MCC WELDING ADDITIONManchester, New Hampshire

July 13, 2012Project #3043.100

ALLOWANCES 01 2100 - 1

MCC WELDING ADDITION July 12, 2012 Manchester, New Hampshire Project # 3043.100

INTEGRATED AUTOMATION CONTROL 259000 - 2 SEQUENCES

3. Smoke detector status and alarm shall be presented through the EMS.

E. EF-1, 3, 4 & 5 Control:

1. A line voltage switch shall be furnished and installed by the electrical contractor and wired through the associated VFD (provided by the mechanical contractor) to the associated exhaust fan. The ATC Contractor shall program the VFD for soft start function and proper speed in cooperation with the Testing & Balancing sub-contractor.

F. EF-2 Control:

1. EF-2 shall be interconnected with low voltage wire from a time relay furnished with the Plasma Cutter to the associated VFD (provided by the mechanical contractor). The ATC Contractor shall furnish and install said low voltage wiring, plus program the VFD for soft start function and proper speed in cooperation with the Testing & Balancing sub-contractor.

G. EF-7 Control:

1. The ATC Contractor shall index EF-7 for time schedule capability, but set up for 24/7 operation.

H. MUA-1 & 2 Control:

1. The MUA’s are provided with no EMS interface capability. The ATC Contractor shall install all sensors, controllers and specialties required for EMS interface.

2. Gas control for the new MUA’s shall be 0 to 10 VDC electronic modulation type furnished with the units. Each unit has three (3) burner sections. The MUA’s shall contribute heat based on command from associated space thermostat. Provide a low discharge air limit controller for each unit set at 60˚F (adj.).

3. The ATC Contractor shall interlock MUA-1 with EF-1, 2, 3, 4 and 8. If any of said fans are manually activated, then MUA-1 shall start.

4. The ATC Contractor shall interlock MUA-2 with EF-3, 4 and 5. If any of said fans are manually activated, then MUA-2 shall start.

5. The ATC Contractor shall provide pressure sensors in the space to manage the outside air intake damper in the MAU’s to maintain neutral pressure.

6. During the unoccupied mode, unless one of the exhaust fan interlocks described above is initiated, MUA-1 and MUA-2 shall be off. However, upon a drop in space temperature below the associated thermostat’s set point, the MUA shall operate in 100% return air mode until the space temperature is satisfied and then de-energize.

END OF SECTION 259000

WARRENSTREET

ARCHITECTS

SECTION 04 2000

UNIT MASONRY

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Concrete Block.

B. Mortar and Grout.

C. Reinforcement and Anchorage.

D. Flashings.

E. Lintels.

F. Accessories.

1.02 RELATED REQUIREMENTS

A. Section 03 2000 - Concrete Reinforcing: Reinforcing steel for grouted masonry.

B. Section 04 0511 - Masonry Mortaring and Grouting.

C. Section 06 1000 - Rough Carpentry: Nailing strips built into masonry.

1.03 REFERENCE STANDARDS

A. ACI 530/530.1/ERTA - Building Code Requirements and Specification for Masonry Structures; American Concrete Institute International; 2009.

B. ASTM A82/A82M - Standard Specification for Steel Wire, Plain, for Concrete Reinforcement; 2007.

C. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2009.

D. ASTM A641/A641M - Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire; 2009a.

E. ASTM C90 - Standard Specification for Loadbearing Concrete Masonry Units; 2011.

F. ASTM C91 - Standard Specification for Masonry Cement; 2005.

G. ASTM C129 - Standard Specification for Nonloadbearing Concrete Masonry Units; 2006.

H. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar; 2004.

I. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2010.

J. ASTM C404 - Standard Specification for Aggregates for Masonry Grout; 2007.

K. ASTM C476 - Standard Specification for Grout for Masonry; 2010.

1.04 ADMINISTRATIVE REQUIREMENTS

A. Preinstallation Meeting: Convene a preinstallation meeting one week before starting work of this section; require attendance by all relevant installers.

1.05 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide data for masonry units, mortar, and masonry accessories.


June 29, 2012Project #3043.100

UNIT MASONRY 04 2000 - 1

C. Manufacturer's Certificate: Certify that masonry units meet or exceed specified requirements.

1.06 QUALITY ASSURANCE

A. Comply with provisions of ACI 530/530.1/ERTA, except where exceeded by requirements of the contract documents.

1.07 DELIVERY, STORAGE, AND HANDLING

A. Deliver, handle, and store masonry units by means that will prevent mechanical damage and contamination by other materials.

PART 2 PRODUCTS

2.01 CONCRETE MASONRY UNITS

A. Concrete Block: Comply with referenced standards and as follows:1. Size: Standard units with nominal face dimensions of 16 x 8 inches (400 x 200 mm) and

nominal depths as indicated on the drawings for specific locations.2. Special Shapes: Provide non-standard blocks configured for corners.3. Load-Bearing Units: ASTM C90, normal weight.

a. Solid block see structural notes.4. Non-Loadbearing Units: ASTM C129.

a. Hollow block, as indicated.

2.02 MORTAR AND GROUT MATERIALS

A. Mortar: As specified in structural notes.

B. Masonry Cement: ASTM C91, Type N.1. Colored mortar: Premixed cement as required to match Architect's color sample.2. Substitutions: See Section 01 6000 - Product Requirements.

C. Mortar Aggregate: ASTM C144.

D. Grout Aggregate: ASTM C404.

E. Water: Clean and potable.

2.03 REINFORCEMENT AND ANCHORAGE

A. Manufacturers of Joint Reinforcement and Anchors:1. Substitutions: See Section 01 6000 - Product Requirements.

B. Reinforcing Steel: Type specified in Section 03 2000; size as indicated on drawings; galvanized finish.

C. Joint Reinforcement: Use ladder type joint reinforcement where vertical reinforcement is involved and truss type elsewhere, unless otherwise indicated.

D. Single Wythe Joint Reinforcement: Truss or ladder type; ASTM A 82/A 82M steel wire, mill galvanized to ASTM A 641/A 641M, Class 3; 0.1483 inch (3.8 mm) side rods with 0.1483 inch (3.8 mm) cross rods; width as required to provide not more than 1 inch (25 mm) and not less than 1/2 inch (13 mm) of mortar coverage on each exposure.

E. Strap Anchors: Bent steel shapes configured as required for specific situations, 1-1/4 in (32 mm) width, 0.105 in (2.7 mm) thick, lengths as required to provide not more than 1 inch (25 mm) and not less than 1/2 inch (13 mm) of mortar coverage from masonry face, corrugated for embedment in masonry joint, hot dip galvanized to ASTM A 153/A 153M, Class B.

F. Flexible Anchors: 2-piece anchors that permit differential movement between masonry and building frame, sized to provide not more than 1 inch (25 mm) and not less than 1/2 inch (13


June 29, 2012Project #3043.100


mm) of mortar coverage from masonry face.

2.04 FLASHINGS

A. Copper/Kraft Paper Flashings: 3 oz/sq ft (915 g/sq m) sheet copper bonded to fiber reinforced asphalt treated Kraft paper.1. Manufacturers:

a. Hohmann & Barnard, Inc; C-Kraft Duplex: www.h-b.com.b. Substitutions: See Section 01 6000 - Product Requirements.

2.05 ACCESSORIES

A. Preformed Control Joints: Rubber material. Provide with corner and tee accessories, fused joints.

B. Cavity Mortar Control: Semi-rigid polyethylene or polyester mesh panels, sized to thickness of wall cavity, and designed to prevent mortar droppings from clogging weeps and cavity vents and allow proper cavity drainage.

C. Cleaning Solution: Non-acidic, not harmful to masonry work or adjacent materials.

2.06 MORTAR AND GROUT MIXES

A. Mortar for Unit Masonry: ASTM C270, using the Proportion Specification.1. Exterior, loadbearing masonry: Type N.2. Exterior, non-loadbearing masonry: Type N.

B. Grout: ASTM C476. Consistency required to fill completely volumes indicated for grouting; fine grout for spaces with smallest horizontal dimension of 2 inches (50 mm) or less; coarse grout for spaces with smallest horizontal dimension greater than 2 inches (50 mm).

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that field conditions are acceptable and are ready to receive masonry.

B. Verify that related items provided under other sections are properly sized and located.

3.02 PREPARATION

A. Direct and coordinate placement of metal anchors supplied for installation under other sections.

3.03 COLD AND HOT WEATHER REQUIREMENTS

A. Comply with requirements of ACI 530/530.1/ERTA or applicable building code, whichever is more stringent.

3.04 COURSING

A. Establish lines, levels, and coursing indicated. Protect from displacement.

B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness.

C. Concrete Masonry Units:1. Bond: Running.2. Coursing: One unit and one mortar joint to equal 8 inches (200 mm).3. Mortar Joints: Concave.

3.05 PLACING AND BONDING

A. Lay solid masonry units in full bed of mortar, with full head joints, uniformly jointed with other work.


June 29, 2012Project #3043.100


B. Lay hollow masonry units with face shell bedding on head and bed joints.

C. Buttering corners of joints or excessive furrowing of mortar joints is not permitted.

D. Remove excess mortar and mortar smears as work progresses.

E. Perform job site cutting of masonry units with proper tools to provide straight, clean, unchipped edges. Prevent broken masonry unit corners or edges.

3.06 CAVITY MORTAR CONTROL

A. Do not permit mortar to drop or accumulate into cavity air space or to plug weep/cavity vents.

3.07 REINFORCEMENT AND ANCHORAGE - GENERAL

A. Unless otherwise indicated on drawings or specified under specific wall type, install horizontal joint reinforcement 16 inches (400 mm) on center.

B. Fasten anchors to structural framing and embed in masonry joints as masonry is laid. Unless otherwise indicated on drawings or closer spacing is indicated under specific wall type, space anchors at maximum of 36 inches (900 mm) horizontally and 24 inches (600 mm) vertically.

3.08 MASONRY FLASHINGS

A. Whether or not specifically indicated, install masonry flashing to divert water to exterior at all locations where downward flow of water will be interrupted.1. Extend flashings full width at such interruptions and at least 4 inches (100 mm) into

adjacent masonry or turn up at least 4 inches (100 mm) to form watertight pan at non-masonry construction.

3.09 LINTELS

A. Install loose steel lintels over openings.

3.10 CONTROL AND EXPANSION JOINTS

A. Install preformed control joint device in continuous lengths. Seal butt and corner joints in accordance with manufacturer's instructions.

3.11 TOLERANCES

A. Maximum Variation from Alignment of Columns: 1/4 inch (6 mm).

B. Maximum Variation From Unit to Adjacent Unit: 1/16 inch (1.6 mm).

C. Maximum Variation from Plumb: 1/4 inch (6 mm) per story non-cumulative; 1/2 inch (13 mm) in two stories or more.

D. Maximum Variation from Level Coursing: 1/8 inch in 3 ft (3 mm/m) and 1/4 inch in 10 ft (6 mm/3 m); 1/2 inch in 30 ft (13 mm/9 m).

3.12 CUTTING AND FITTING

A. Obtain approval prior to cutting or fitting masonry work not indicated or where appearance or strength of masonry work may be impaired.

3.13 CLEANING

A. Remove excess mortar and mortar droppings.

B. Replace defective mortar. Match adjacent work.

C. Clean soiled surfaces with cleaning solution.

3.14 PROTECTION


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A. Without damaging completed work, provide protective boards at exposed external corners that are subject to damage by construction activities.

3.15 SCHEDULES

A. Interior half walls and load bearing walls at 101 and 102: Single wythe concrete block units.

END OF SECTION


June 29, 2012Project #3043.100


1

AIA® Document A101™ - 2007 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum AGREEMENT made as of the « » day of « » in the year « » (In words, indicate day, month and year.) BETWEEN the Owner: (Name, legal status, address and other information) « »« » « » « » « » and the Contractor: (Name, legal status, address and other information) « »« » « » « » « » for the following Project: (Name, location and detailed description) « » « » « » The Architect: (Name, legal status, address and other information) « »« » « » « » « » The Owner and Contractor agree as follows.

2

TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement, all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than a Modification, appears in Article 9. A list of Contract Documents is set forth in Exhibit A hereto. ARTICLE 2 THE WORK OF THIS CONTRACT § 2.1 The Contractor shall fully execute the Work described in the Contract Documents or reasonably inferable from the Contract Documents as necessary to produce the intended results, except as specifically indicated in the Contract Documents to be the responsibility of others. § 2.2 The Contractor’s project team (“Project Team”) will consist of a Project Executive, a Project Manager, and a Superintendent. The Project Team shall be initially as set forth below and the Contractor shall provide the Owner with written notice of the names and qualifications of the Project Manager and Superintendent at least 10 days prior to the Date of Commencement. Project Executive: Project Manager: Superintendent: 2.2.1 The Contractor acknowledges that, in entering into this Agreement, the Owner is relying upon the fact that each of the members of the Project Team will continue to perform his or her services throughout the entirety of the performance of the Work. No change will be made in the membership of the Project Team without the Owner's prior written approval, which approval shall not be withheld on an arbitrary basis; the Owner may require the replacement of any member of the Project Team for reasonable cause specified in writing, upon notice to the Contractor. 2.2.2 The Contractor will maintain a competent full-time staff (including, without limitation, the Superintendent, a Project Manager, and/or an Assistant Superintendent, if necessary) at the Project Site to coordinate and provide general direction of the Work and the progress of the Subcontractors on the Project. The Project

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Manager may, at the election of the Owner, be based at the Site or the Contractor's home office, provided that the Project Manager spends all time necessary for the proper administration of the Project. 2.2.3 The Contractor shall submit to the Owner, for the Owner’s approval, prior to the start of Work on the Project, a job organization chart that includes all personnel to be employed on the Work. 2.2.4 The Contractor shall be represented by _________, the Owner shall be represented by _________, and the Architect shall be represented by _______________ at all Project meetings as called by the Architect or the Owner. Each such project representative shall have full authority to make all decisions and to bind the Contractor, the Owner and the Architect respectively, in all matters relating to this Agreement and the Project. The Owner, the Contractor and the Architect shall each have the right to designate an alternate representative upon written notice to the other parties, which alternate representative shall have the same authority as the representative named in this Section 3.2.4. 2.2.5 All labor employed by the Contractor to perform Work on the Site shall cooperate with all other separate contractors, subcontractors, and suppliers performing work on the Site, no matter by whom employed, in furtherance of the Owner’s interests. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. If the Notice to Proceed is a Partial Notice to Proceed, it shall define the particular work to be commenced, the limitations upon the work to be done, and shall state the maximum amount (including allocable portion of the Contractor’s Fee) which the Contractor shall be entitled to be paid for such work. The Owner shall not be obligated to pay for any work done or to pay any amount in excess of the limitation stated in a partial Notice to Proceed. (Insert the date of commencement if it differs from the date of this Agreement or, if applicable, state that the date will be fixed in a notice to proceed.) « » If, prior to the commencement of the Work, the Owner requires time to file mortgages and other security interests, the Owner’s time requirement shall be as follows: « » § 3.2 The Contract Time shall be measured from the date of commencement. § 3.3 The Contractor shall perform in accordance with the Schedule attached hereto as Exhibit B and shall achieve Substantial Completion of the entire Work not later than « » ( « » ) days from the date of commencement, or as follows: (Insert number of calendar days. Alternatively, a calendar date may be used when coordinated with the date of commencement. If appropriate, insert requirements for earlier Substantial Completion of certain portions of the Work.) « »

Portion of Work Substantial Completion Date

, subject to adjustments of this Contract Time as provided in the Contract Documents. § 3.4 Liquidated Damages If the Contractor fails to achieve Substantial Completion on the Substantial Completion Date, as that date may be modified in accordance with the Contract, the Design-Builder shall pay to the Owner, or the Owner may withhold

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amounts otherwise due, liquidated damages in the amount of _______ ($____) per day for each day after the Substantial Completion Date the Contractor fails to achieve Substantial Completion of the Work. The Contractor acknowledges that the liquidated damages provided by this paragraph are reasonable and not a penalty. The Contractor shall achieve Final Completion within thirty (30) days after Substantial Completion. In the event that the Contractor, without excuse, fails to achieve Final Completion within thirty (30) days after Substantial Completion, the Contractor shall be liable to the Owner for actual damages, if any, incurred by the Owner. ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor’s performance of the Contract. The Contract Sum shall be « » ($ « » ), subject to additions and deductions as provided in the Contract Documents. § 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If the bidding or proposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires.) « » § 4.3 Unit prices, if any: (Identify and state the unit price; state quantity limitations, if any, to which the unit price will be applicable.)

Item Units and Limitations Price Per Unit ($0.00)

§ 4.4 Allowances included in the Contract Sum, if any: (Identify allowance and state exclusions, if any, from the allowance price.)

Item Price

§ 4.5 The Contract Sum is based upon the Schedule of Values set forth as Exhibit C and the Qualifications and Assumptions set forth as Exhibit D. ARTICLE 5 PAYMENTS § 5.1 PROGRESS PAYMENTS § 5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month. The Contractor shall, not less than five (5) business days prior to the end of each month, submit to the Owner and the Architect, a Pencil Application for Payment which projects work to be completed and paid for through the end of the month for review by Owner and Architect and the parties shall meet by the end of the month to review jointly. By the fifth day of the next month, the Contractor shall submit an Application for Payment, § 5.1.3 Provided that an Application for Payment is received by the Architect not later than the « 5th » day of a month, the Owner shall make payment of the certified amount to the Contractor not later than the « 5th » day of the « next » month. If an Application for Payment is received by the Architect after the application date fixed above, payment shall be made by the Owner not later than « thirty » ( « 30 » ) days after the Architect receives the Application for Payment. (Federal, state or local laws may require payment within a certain period of time.) § 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract

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Sum among the various portions of the Work. The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor’s Applications for Payment. § 5.1.5 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.1.6 Subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as follows:

.1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of ten percent ( 10 %). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute shall be included as provided in Section 7.3.9 of AIA Document A201™–2007, General Conditions of the Contract for Construction;

.2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of ten percent ( 10 %);

.3 Subtract the aggregate of previous payments made by the Owner; and

.4 Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of AIA Document A201–2007.

§ 5.1.7 The progress payment amount determined in accordance with Section 5.1.6 shall be further modified under the following circumstances:

.1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to the full amount of the Contract Sum, less such amounts as the Architect shall determine for incomplete Work, retainage applicable to such work and unsettled claims; and (Section 9.8.5 of AIA Document A201–2007 requires release of applicable retainage upon Substantial Completion of Work with consent of surety, if any.)

.2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Section 9.10.3 of AIA Document A201–2007.

§ 5.1.8 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resulting from the percentages inserted in Sections 5.1.6.1 and 5.1.6.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation.) « » § 5.1.9 Except with the Owner’s prior approval, the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. § 5.1.10 With each Application for Payment, the Contractor shall submit partial releases of lien and acknowledgments of payment executed by Contractor and Subcontractor and suppliers in the form reasonably acceptable to Owner. Each Application for Payment will also include a monthly status report of the progress of the Work. Such monthly status report shall be current through the date of the preceding Application for Payment. In no event shall the monthly status report with respect to an Application for Payment be submitted to the Owner later than the fifth (5th) day of the month next following the month to which such Application for Payment relates. The parties hereby agree that such report is of significant importance to the Owner in determining whether the Contractor is entitled to payment pursuant to such Application for Payment, and failure to deliver such report in its entirety on the date it is due shall be deemed to be just cause for withholding payment. The Owner's waiver of the requirement of such report (or any portion thereof) in respect of any Application for Payment shall not be deemed to be a waiver of the Owner's right to require the full status report in respect of any future Application for Payment. This report will include, in addition to the other documentation expressly required elsewhere in the Contract Documents, the

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following: a narrative description of the work performed; a progress bar chart indicating the precedence of the remaining portions of the Work; progress photographs; a report of all substantive matters (i.e. pending changes); the number and amount of any Change Orders and a list of key action items which must be addressed by the Owner during the next following thirty (30) day period; a budget comparing: (i) the percentage complete accomplished to date and the balance to be billed per the Schedule of Values, and (ii) the actual time expended in the performance of the Work and the expected dated of completion of the Work; and, any other reports requested by the Owner. All reports shall be in forms reasonably satisfactory to the Owner. § 5.2 FINAL PAYMENT § 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when

.1 the Contractor has fully performed the Contract except for the Contractor’s responsibility to correct Work as provided in Section 12.2.2 of AIA Document A201–2007, and to satisfy other requirements, if any, which extend beyond final payment; and

.2 a final Certificate for Payment has been issued by the Architect. § 5.2.2 The Owner’s final payment to the Contractor shall be made no later than 30 days after the issuance of the Architect’s final Certificate for Payment, or as follows: « » ARTICLE 6 DISPUTE RESOLUTION § 6.1 INITIAL DECISION MAKER The Architect will serve as Initial Decision Maker pursuant to Section 15.2 of AIA Document A201–2007, unless the parties appoint below another individual, not a party to this Agreement, to serve as Initial Decision Maker. (If the parties mutually agree, insert the name, address and other contact information of the Initial Decision Maker, if other than the Architect.) « » § 6.2 BINDING DISPUTE RESOLUTION For any Claim subject to, but not resolved by, mediation pursuant to Section 15.3 of AIA Document A201–2007, the method of binding dispute resolution shall be as follows: (Check the appropriate box. If the Owner and Contractor do not select a method of binding dispute resolution below, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court of competent jurisdiction.)

[ « » ] Arbitration pursuant to Section 15.4 of AIA Document A201–2007 [ « X » ] Litigation in a court of competent jurisdiction [ « » ] Other (Specify) « »

ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A201–2007. § 7.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201–2007. ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A201–2007 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents.

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§ 8.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) No rate. Costs due to late payment by the owner are to be claimed as a changed condition. § 8.3 The Owner’s representative: (Name, address and other information) « » « » « » « » « » « » § 8.4 The Contractor’s representative: (Name, address and other information) « » « » « » « » « » « » § 8.5 Neither the Owner’s nor the Contractor’s representative shall be changed without ten days written notice to the other party. § 8.6 Other provisions: §8.6.1 Project Requirements

. In addition to the Contractor's obligations to comply with applicable laws, the Contractor specifically recognizes and agrees that the performance of the Work and the construction of the Project are subject to certain legal restrictions and agreements, as set forth in the agreements listed in Exhibit F attached hereto. The Contractor agrees that, in performing the Work, it shall comply with the agreements and restrictions set forth in the agreements listed on Exhibit F.

§8.6.2 Limitation of Owner’s Liability

. No trustee, officer, director, beneficiary, trustee, employee, or other principals, agents, or representatives (whether disclosed or undisclosed) of the Owner shall be personally liable to the Contractor hereunder, for the Owner’s payment obligations or otherwise, the Contractor hereby agreeing to look solely to the interest of the Owner in the Project for the satisfaction of any liability of the Owner hereunder.

§8.6.3

Owner-furnished equipment. Owner may furnish equipment for installation by Contractor as part of the Work. To the extent the Contract Sum includes installation by Contractor of Owner-furnished equipment, and to the extent allowed by the manufactures of such equipment, Owner shall transfer all warranties on such equipment to Contractor, who shall assume any remaining warranties, provide installation in accordance with manufactures instructions as needed to maintain and protect such warranties, and facilitate warranty service as otherwise provided in the Contract Documents.

§8.6.4 Unclassified sitework: Contractor expressly understands and acknowledges that notwithstanding anything else stated in any Contract Document, the site is "unclassified," meaning that Contractor accepts responsibility for the site "as is" and without qualification as to concealed or subsurface conditions or the suitability of material on site for any purpose. Owner makes no representations or warranties with respect to such conditions or suitability. Any studies, tests, maps, boring results, and other geotechnical information or data provided to Contractor is for Contractor's information only and, should actual conditions differ from that stated therein, Contractor shall make no

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claim for extra compensation required to achieve the results intended by the Contract Documents. Contractor shall be responsible for achieving the results intended by the Contract Documents and accepts all risks with respect to actual conditions and quantities (subject to any provisions regarding unit prices stated herein). Contractor represents and warrants that it has investigated the site and performed sufficient due diligence to accept the risks inherent in this method of project delivery § 8.6.5 If the Contractor commences the services prior to the Effective Date, all Services performed by the Contractor prior to the Effective Date shall be performed at the sole risk of the Contractor, and in the event that this Agreement does not become effective, the Owner shall have no liability to the Contractor. § 8.7 COMPLIANCE WITH LAWS § 8.7.1 In connection with the performance of the Services, the Contractor shall comply with all statutes, laws, regulations, and orders of federal, state, county or municipal authorities which impose any obligation or duty upon the Contractor, including, but not limited to, civil rights and equal opportunity laws. In addition, the Contractor shall comply with all applicable copyright laws. § 8.7.2 During the term of this Agreement, the Contractor shall not discriminate against employees or applicants for employment because of race, color, religion, creed, age, sex, handicap, sexual orientation, or national origin and will take affirmative action to prevent such discrimination. § 8.7.3 If this Agreement is funded in any part by monies of the United States, the Contractor shall comply with all the provisions of Executive Order No. 11246 (“Equal Employment Opportunity”), as supplemented by the regulation of the United States Department of Labor (41 C.F.R. Part 60), and with any rule, regulation, and guidelines as the State of New Hampshire or the United States issue to implement these regulations. The Contactor further agrees to permit the State or United States access to any of the Contractor’s books, records, and accounts for the purpose of ascertaining compliance with all rules, regulations, and orders, and the covenant, terms, and conditions of this Agreement. § 8.8 BACKGROUND CHECKS § 8.8.1 The Owner reserves the right to require the Contractor to conduct background checks of any and all persons employed or controlled by the Contractor or any or its subcontractors or subconsultants, at any time, for any reason. If so request, the Contractor shall complete the requested background check to the Owner’s satisfaction within a reasonable time period prescribed by the Owner. The Owner reserves the right to require the Contractor to remove and/or replace any person based on information it obtains as a result of background checks. § 8.9 DATA/CONFIDENTIALITY § 8.9.1 Confidentiality of data shall be governed by NH RSA 91-A or other existing law. Disclosure of data requires prior written approval of the Owner. § 8.11 THIRD PARTIES § 8.11.1 The Parties hereto do not intend to benefit any third part and this Agreement shall not be construed to confer any such benefit. ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated in the sections below. § 9.1.1 The Agreement is this executed AIA Document A101–2007, Standard Form of Agreement Between Owner and Contractor. § 9.1.2 The General Conditions are AIA Document A201–2007, General Conditions of the Contract for Construction. § 9.1.3 The Supplementary and other Conditions of the Contract:

Document Title Date Pages

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§ 9.1.4 The Specifications: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) See Exhibit A

Section Title Date Pages

§ 9.1.5 The Drawings: (Either list the Drawings here or refer to an exhibit attached to this Agreement.) See Exhibit A

Number Title Date

§ 9.1.6 The Addenda, if any:

Number Date Pages

Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. § 9.1.7 Additional documents, if any, forming part of the Contract Documents:

.1 AIA Document E201™–2007, Digital Data Protocol Exhibit, if completed by the parties, or the following:

« »

.2 Other documents, if any, listed below:

(List here any additional documents that are intended to form part of the Contract Documents. AIA Document A201–2007 provides that bidding requirements such as advertisement or invitation to bid, Instructions to Bidders, sample forms and the Contractor’s bid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.)

The following exhibits are attached and incorporated by reference: Exhibit A—List of Contract Documents dated _________ Exhibit B—Project Schedule dated ___________ ____ Exhibit C—Schedule of Values dated ____________ Exhibit D—Contractor’s Qualifications and Assumptions dated _____________ Exhibit E—List of Required Subcontract Provisions Exhibit F—Project Requirements dated _____________________, Exhibit G - General Conditions AIA A201-2007

ARTICLE 10 INSURANCE AND BONDS The Contractor shall purchase and maintain insurance and provide bonds as set forth in Article 11 of AIA Document A201–2007. (State bonding requirements, if any, and limits of liability for insurance required in Article 11 of AIA Document A201–2007.)

Type of insurance or bond Limit of liability or bond amount ($0.00)

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This Agreement entered into as of the day and year first written above.

OWNER (Signature) CONTRACTOR (Signature)

« »« » « »« » (Printed name and title) (Printed name and title)