17G1H-00-BD-Specifications.pdf

REPLACE EXTERIOR DOORS

MADISON AVIATION ARMORY

DEPARTMENT OF MILITARY AFFAIRS

MADISON, WISCONSIN

Division Project No. 17G1H

BID DOCUMENT

February 15, 2019

FOR

THE STATE OF WISCONSIN

DEPARTMENT OF ADMINISTRATION

DIVISION OF FACILITIES DEVELOPMENT AND MANAGEMENT

STATE OF WISCONSIN ADMINISTRATION BUILDING - 7TH FLOOR

101 EAST WILSON STREET - P.O. BOX 7866

MADISON, WISCONSIN 53707

By

ANGUS-YOUNG ASSOCIATES

555 SOUTH RIVER STREET

JANESVILLE, WISCONSIN 53548

PH. 608.756.2326

FX. 608.756.0464

This Page Intentionally Left Blank.

Page A-1

REPLACE EXTERIOR DOORS

MADISON AVIATION ARMORY

DEPARTMENT OF MILITARY AFFAIRS

MADISON, WISCONSIN

Division Project No. 17G1H

DMA Project Manager: Beth Reid DFDM Project Manager: Bill Napier

Proposals are being requested for the replacement of select exterior steel doors, frames, hardware and transom windows for the Madison Aviation Armory.

CLOSING DATE FOR PROPOSALS: March 15th, 2019 @ 2:00 PM

Proposals must be received at the Department of Military Affairs Construction and Facilities Management Office – Design and Project Management Branch, Joint Force Headquarters, 2400 Wright Street, Madison, Wisconsin, 53704-2572 on or before the closing date and time indicated above.

In general the work consists of: Removal and replacement of existing steel doors, frames, hardware and transom windows for select locations on the building exterior. (2) sets of double doors and (3) single doors are included in the scope of work. Insulating laminated glazing panels will be utilized in new transom window locations. Scope of work also includes re-wiring of access control devices at one door location, transom window shades, and painting.

CLASS 1 NOTICE:

Notice is hereby given in accordance with Section 16.855(10), Wisconsin Statutes, that the Division believes it is in the best interests of the State to contract the following work from only one source, without the usual statutory procedures:

Section 08 11 00 – Permanent Cores by Marshall Best, and HES Electric Strikes.

A site tour is highly recommended and has been scheduled for February 27th, 2019 @ 3:00 pm.

Please contact Beth Reid, BethA.Reid@Wisconsin.gov (608) 242-3373 for coordination of site access via email no later than noon on 02/25/2019. A full name matching driver’s license, company name, and location will be required by this deadline for access to the facility for pre-bid tour.

Clarification questions and/or substitution requests can be emailed to the office of Angus Young & Associates, Attn: Brad Werginz, bradw@angusyoung.com. Items will be addressed via addendum and distributed to all plan holders.

Commencement and Completion:

Estimated Notice to Proceed Date: April 15th, 2019.

Final completion: September 31st, 2019.

Replacement work is to be coordinated and scheduled to limit the amount of time the building is placed in an insecure state. Completion of work in the shortest time duration possible, is expected.

DFD Project 17G1H

TC-1

TABLE of CONTENTS 1

REPLACE EXTERIOR DOORS

MADISON AVIATION ARMORY

DEPARTMENT OF MILITARY AFFAIRS

MADISON, WISCONSIN

DOA/DFDM Project No. 17G1H 7

Pages Thru: 11 Notice of RFP ................................................................................................... A-1 13 Table of Contents ............................................................................................... TC-1 14 General Requirements ..................................................................................... GR-14 15 Technical Specifications 18

DIVISION 01 20

Section Title Pages Thru 21 01 74 19 Construction Waste Management 01 74 19-4 22

DIVISION 02 24

Section Title Pages Thru 25 02 05 00 Common Work Results for Existing Conditions 02 05 00-4 26 02 41 13 Demolition 02 41 13-4 27

DIVISION 07 29

Section Title Pages Thru 30 07 62 00 Sheet Metal Flashing 07 62 00-6 31 07 92 00 Sealants 07 92 00-6 32

DIVISION 08 34

Section Title Pages Thru 35 08 11 00 Steel Doors and Frames 08 11 00-4 36 08 70 00 Finish Hardware 08 70 00-8 37 08 80 00 Glazing 08 80 00-8 38

DIVISION 09 40

Section Title Pages Thru 41 09 90 00 Paints and Coatings 09 90 00-4 42

DIVISION 12 44

Section Title Pages Thru 45 12 24 00 Shades 12 24 00-1 46

DFD Project 17G1H

TC-2

Drawings: (Bound Separately) 2 Title Sheets Thru 3 Title Page ................................................................................................. T101 4 Architectural 5 Door Demolition Elevations ...................................................................... A101 6 Door Demolition Elevations ...................................................................... A102 7 New Door Elevations ................................................................................ A201 8 New Door Elevations ................................................................................ A202 9

GR-1

DIVISION 1 - GENERAL REQUIREMENTS (Rev 10/2014) 1 Division Project No. 17G1H 2

INDEX 4

1. Definitions 5

2. General 6

3. Special Site Conditions 7

4. Operations Safety 8

5. Air Field Security 9

6. Inspection of Surfaces 10

7. Hazardous Substances - Asbestos, Lead and Polychlorinated Biphenyls (PCB'S) 11

8. Soil Test Borings 12

9. Mutual Responsibility 13

10. Project Meetings 14

11. Sleeves and Openings 15

12. Cutting and Patching 16

13. Manufacturer's Directions 17

14. Layout 18

15. Supervision 19

16. Field Offices 20

17. Stairs and Scaffolds 21

18. Hoists, Elevators or Cranes 22

19. Signs 23

20. Fence 24

21. Roadway 25

22. Toilets 26

23. Telephones 27

24. Water Supply 28

25. Temporary Electrical Work 29

26. Cold Weather Protection 30

27. Enclosure 31

28. Temporary Heat 32

29. Fire Protection 33

30. Watchpersons 34

31. Storage of Materials 35

32. Protection of Finished Construction 36

33. Protection in General 37

34. Cleaning and Waste Disposal 38

35. Operating and Maintenance Manuals and Instructions 39

36. Tests and Adjustments 40

37. Loose and Detachable Parts 41

38. Erosion Control and Storm water Management 42

39. Air Quality Management 43

40. Construction Waste Management 44

41. Guarantee Documents 45

42. Record Documents 46

1. DEFINITIONS 48

In this document, the following terms are defined as: 49

(a) "Mechanical, electrical, or plumbing subcontractor" (“MEP Subcontractor”) is a contractor that 51 performs mechanical (Heating, Ventilating, and Air Conditioning), electrical, plumbing, or fire protection (fire 52 suppression) work for the Project, and enters into a contract with the General Prime Contractor to perform their 53 division of work. 54

(b) "Qualified bidder" means a contractor that the department certifies under Wis. Stat. s. 16.855(9m)(b)1. 56

(c) "Qualified responsible bidder" means a contractor who is a qualified bidder and who is a responsible 58 bidder. 59

GR-2

(d) "Responsible bidder" means a contractor that the department certifies under Wis. Stat. s. 1 16.855(9m)(b)2. 2

(e) "Single prime contracting" means bidding and contracting through a process in which only a general 4 prime contractor has a contractual relationship with the state and all mechanical, electrical, or plumbing 5 subcontractors are identified by the department and are subcontractors to the General Prime Contractor. 6

(f) “General Prime Contractor” is a contractor that enters into a contract with the state to perform all work 8 as required by the Contract Documents and enters into contracts with subcontractors including MEP 9 Subcontractors identified by DFDM. 10

(g) “Non-MEP Subcontractor” is a subcontractor to a General Prime Contractor in divisions of work other 12 than mechanical, electrical, plumbing, and fire protection. This includes suppliers and installers to the General 13 Prime Contractor. 14

(h) “Subcontractor “is all subcontractors on a project. This includes MEP Subcontractors, subcontractors to 16 the MEP Subcontractors, and Non-MEP Subcontractors. 17

(i) “Contractor” is all contractors working on a project regardless of contractual relationship. This includes 19 the General Prime Contractor, MEP Subcontractors, Non-MEP Subcontractors, and all Subcontractors, 20 regardless of tier of subcontract. 21

2. GENERAL 23

All articles in these General Requirements are applicable to all Divisions and Sections of the Work included 24 herein. The Conditions of the Contract, General and Supplementary General Conditions, and these General 25 Requirements shall apply with equal force and effect to the General Prime Contractor and all Subcontractors 26 engaged in this work. 27 Contractor or the Contractor's authorized representative must be present to accept delivery of all equipment and 29 material shipments. DFD 's representatives will not knowingly accept, unload or store anything delivered to the 30 site for the Contractor's use. Inadvertent acceptance of delivered items by any representative or employee of the 31 State shall not constitute acceptance or responsibility for any of the materials or equipment. It is the Contractor's 32 responsibility to assume liability for equipment or material delivered to the job site. 33

3. SPECIAL SITE CONDITIONS 35

Confme all operations, equipment, apparatus and storage of materials, to the immediate area of work to the 36 greatest possible extent. Contractor shall ascertain, observe and comply with all rules and regulations in effect 37 on the project site, including but not limited to parking and traffic regulations, use of walks, security restrictions 38 and hours of allowable ingress and egress. Any special traffic control during construction involving lane 39 closures shall be in accordance with the federal standard, Manual of Uniform Traffic Control Devices. 40 The Contractor shall take all measures necessary to become acquainted with the location of underground 42 service, utilities, structures, etc., which may be encountered or be affected by the Contractor's work, and shall 43 be responsible for damage caused by neglect to provide proper precautions or protection. As a minimum to 44 become acquainted with such underground appurtenances, the Contractor shall: I) Observe 45 existing conditions visible at the site immediately prior to commencement of work; 2) Review available site 46 plans incorporated in the contract documents and/or provided by the DSF Project Representative; 3) Final check 47 with the DSF Project Representative for additions to or changes from conditions indicated on site plans for the 48 facility; and 4) Obtain input from the "one-call system", the organization composed of all suppliers of 49 utilities/services to or from the site. 50 Information pertaining to existing conditions that are described in the specifications or appear on the drawings, 52 are based on available records. While such data has been collected with reasonable care, there is no expressed or 53 implied guarantee that conditions so indicated are entirely representative of those actually existing. Titis 54 information is provided to inform the Contractor of known, existing conditions so that due diligence is taken by 55 the Contractor to avoid damage. Where site observation or documents indicate existing underground 56 utilities/services in close proximity (within four feet horizontally and/or four feet vertically) to necessary new 57 construction work, the Contractor shall be responsible to test, probe or otherwise determine exact locations so as 58 to prevent damage to such utilities/services. 59

GR-3

Existing pipes, electrical work, and all other utilities encountered, which may interfere with new work, shall be 1 re-routed, capped, cut off, or replaced by the Trades having jurisdiction, in accordance with the Contract 2 Documents. 3 On site work hours available to the Contractor will be from 6:30 am to 4:00 pm, local time, Monday though 5 Friday. 6 Work on pods will be restricted to work being performed on a maximum of 2 pods concurrently at any given 7 time. All other pods must be available for use by the Facility. The Contractor will be required to deliver 8 completed pods 1 at a time to the facility as soon as construction operations are completed on a given pod. 9 Contractor is hereby informed that all personnel anticipated to be in attendance for work on the site on any 10 given day will be required to have prior security clearance in place. Submit the names and driver licences of 11 personnel required a minimum of 48 hours prior to their anticipated need at the project site. 12

FOREIGN OBJECT DAMAGE REQUIREMENTS 14

Aircraft at the site are extremely susceptible to damage from foreign objects. Provide protective procedures, 15 means and devices at all areas of work to eliminate the threat of Foreign Object Damage (FOD) to aircraft at the 16 site. At a minimum the contractor shall; 17 Establish and implement an FOD prevention program for the Contractors operations that is acceptable to the 18 facility commander. 19 Designate a person to supervise implementation and execution of the FOD prevention program for the 20 contractors programs. 21 Advise all personnel at the site of the requirement to conform with the requirements of the FOD prevention 22 program. 23 Train all personnel at the site in the procedures established as necessary to eliminate FOD hazard at the site. 24 Provide and maintain enclosures as necessary to eliminate airborne contaminants that are considered to create 25 FOD to aircraft. 26 Implement and execute a cleaning program at the site in order to effectively eliminate trash and other objects 27 that could create FOD. 28 Monitor, adapt and adjust programs and means so that they adequately prevent conditions that will create 29

FOD. 30

Meet with the facility commander on regular intervals and follow command requirements for adjustments in 31 procedures and methodology. 32 Particular attention should be given to: 33

Ensure parking ramps, taxiways, and engine run-up areas and other maintenance and storage areas are 34 checked for cleanliness and condition of surface. 35 Check sweeping and cleaning operations to make sure they are effective. 36 Check ramps to make sure foreign objects are not being carried onto the flight line by vehicles. 37 Inspect pavement cracks and expansion joints for debris the mechanical sweeper has missed. 38 Direct cleaning by hand if necessary. 39 Check for debris pickup. 40 Provide and implement means to eliminate airborne contaminants. 41 Ensure there are FOD containers in the area and they are periodically emptied. 42 Spot check general housekeeping in work areas. 43

4. OPERATIONALSAFETY 45

This section describes and defines standard areas and zone around an airport, not all which may apply to this 46 project. 47 The Contractor must be aware ofthe necessity of providing for safety of military and civilian pilots, aircraft, 49 equipment, personnel and proper(y as well as for the safety of his own work force. 50 Except for the placement of closure barricades, the Contractor shall not operate close to any active pavement 52 areas. See paragraph below for additional infommtion. 53 On the first day of construction, the Contractor shall sign in at the front of the building, and a meeting will be 55 held by the DSF Construction Representative to review proper procedures and to define points of ingress, egress 56 and limits of construction activity. The Contractor must have his foremen and truck drivers and equipment 57 operators in attendance. 58 On site work hours available to the Contractor will be from 6:30 am to 4:00 pm, local time, Monday though 60 Friday. Personnel anticipated to be required for on the site operations on any given day will be required to have 61 prior security clearance in place. Submit the names and driver licences of personnel required a minimum of 48 62 hours prior to their anticipated need at the project site. 63

GR-4

The operation of all ground equipment (mobile or stationary), the placement of all materials, and the 2 performance of all work upon and in the vicinity of all airfields shall be done in accordance with this clause. 3 The requirements of this clause are in addition top any other safety requirements of this Contract. For the 4 purposes ofthis clause, the following definitions shall apply. 5

RUNWAY CLEAR ZONE DEFINITIONS 7

The "Lateral Clearances" (primary surface) which are comprised of the surface of the runways, the 8 runway shoulders, and the lateral safety zones. The length of each primary surface is the same as the 9 runway length; the width of each primary surface is 2,000 feet (1,000 feet on each side of the runway 10 centerline); 11

The "Clear Zone" beyond the ends of each runway end, i.e., the extension of the "primary surface" runs 13 for a distance of 3,000 feet beyond each end of each runway; 14

The "Safety Area" (Zone of Frangibility) is measured 250 feet from the runway centerline. All items 16 within this area are to be frangible, and no equipment may operate within this area. 17

The "Approach-Departure Clearance Surface" is an extension of the primary surface and the clear zone 19 at each end of each runway for a distance of 50,000 feet, first along an inclined (glide angle) and then 20 along a horizontal plane, both flaring synnnetrically about the runway centerline extended. The 21 inclined plane (glide angle) begins in the clear zone 200 feet past the end of the runway (and primary 22 surface) at the same elevation as the end of the runway, and continues upward at a slope of 50: I (one 23 foot vertically for each 50 feet horizontal). 24

The "Approach-Departure Clearance Zone" is the ground area under the Approach-Departure 26 Clearance Surface. 27

The "Transitional Surface" is a sideways extension of all primary surfaces, clear zones and approach-29 departure clearance surfaces along inclined planes. The inclined plane in each case begins at the edge 30 of the surfaces. The slope of the inclined plane is 7: l (one foot vertically for each 7 feet horizontally), 31 and it continues to the point of intersection with the inner horizontal surface (which is the horizontal 32 plane 150 feet above the established airfield elevation) or the outer horizontal surface (which is the 33 horizontal plane 500 feet above the established airfield elevation), whichever is applicable. 34

The "Transitional Zone" is the ground area under the transitional surface. (It adjoins the primary 36 surface, clear zone and approach-departure clearance zone). 37

TAXIWAYS AND APRONS CLEAR ZONE DEFINITIONS 39

The "Taxiway Clearance Line" (Safety Area) measured 200 feel from the taxiway centerline are to be 40 clear of all fixed or mobile objects. 41

All aircraft parking aprons, plus the area 125 feet in width extending beyond each edge are also to be 43 clear of all fixed or mobile objects. 44

The Contractor shall report to the Government before initiating any work and shall notify them of proposed 46 changes oflocations and operations. 47 The Contractors equipment or personnel shall not operate within 200 feel of the runway edge or 95 feet from 49 any taxiway edge (when active) for any purpose, without the permission ofthe control tower. 50

The Contractor shall furnish and place a continuous line of portable barricades across apron or taxiway 52 to keep vehicles from entering active areas and to keep aircraft from taxiing into areas under 53 construction. Care shall be exercised by the Contractor during construction adjacent to aprons and 54 taxiways not to place barricades closer than the clear distances stated above. All barricade locations to 55 be approved by the DFDM Construction Representative and the Government. 56

At night, barricades shall be equipped with yellow blinking lights. Barricades shall have alternating 58 colors of"International Orange" and "White". Yellow blinking lights shall be at least5 candelas. 59 Barricades shall be sawhorse type I or as shown in the plan set. Adjacent barricades shall be connected 61 with string, holding at least l red flag hanging approximately midway between the barricades. 62

GR-5

Contractor may not close any active pavement area, or work within any active area without giving the 1 Government 24 hour prior notice. 2

All Contractor vehicles operating in aircraft movement areas shall be identified by means of a flag on a staff 4 attached to and flying above the vehicle. The flag shall be 3 feet square and shall consist of a checkered pattern 5 of"International Orange" and "White" squares of l foot on each side (except that flag may vary up to 10 percent 6 from each ofthese dimensions). During times oflimited visibility or darkness, all vehicles shall be furnished 7 with a yellow flashing light. 8

Unless otherwise authorized by the Government, all other stored equipment and materials in aircraft 10 movement areas shall be marked with red flags at least 20 inches square by day and with electric, 11 battery-operated yellow flasher lights by night. 12

Work shall be performed in such a manner as to leave aircraft movement areas free from hazards, 14 holes, piles of material, and projecting shoulders that may cause damage to aircraft. 15

The Contractor shall not store or place any item within the "safety precaution areas" without authorization of the 17 Government. 18

Unless otherwise authorized by the Government, all equipment and materials stored in safety 20 precaution areas shall be marked with red flags by day and with electric, battery-operated, red flasher 21 lights by night. 22

All objects placed in safety precaution areas which project above the approach-departure clearance 24 surface or above the transitional surface must be provided at night with a red light or red lantern. 25

The Contractor shall keep all paved surfaces that are still active, such as runways, taxiways and aprons clean at 27 all times and, specifically, free from small stones which might damage aircraft propellers or jet aircraft. 28 Construction material or debris shall not be deposited on any portion of an operational runway, taxiway or 29 apron. Should any debris be deposited accidentally on any operational surface, it shall be removed immediately 30 and the surface shall be restored to its original condition. At the close of each work day, the Contractor shall 31 leave the site in a condition safe for the operation of aircraft. Final cleaning of the pavement at the completion 32 of the work shall be performed with a vacuum sweeper. 33 While work is performed on the airfield by the Contractor, the operation of mobile equipment shall be governed 35 by the safety provisions above. When not in operation, all equipment shall be moved to locationsapproved by 36 the Government at a distance of at least 750 feet from the runway centerline, plus 7 feet for every l foot height 37 of equipment above the elevation of the runway centerline, and any additional distance necessary as directed by 38 the DSF Construction Representative. 39 Open-flame welding or torch-cutting operations are prohibited unless adequate fire and safety precautions are 41 provided and have been approved by the DFD Construction Representative. 42 The cost of furnishing, installing, and maintaining visible warning markers, flagmen and other safety devices 44 described under these Special Provisions shall be considered incidental to the Contract and no separate or 45 additional payment will be made to the Contractor. 46 No work on this project is expected to occur on live taxiways or runways. The DFD Construction 48 Representative will orient the Contractor for security requirements and staging areas. 49 All cranes utilized on site during construction shall have a red warning flag located at the very top of the crane 51 to warn aircraft of their presence. At the close of work at each days end, all cranes MUST be lowered to the 52 ground and shall NOT be left up in the air. 53

5. AIR FIELD SECURITY 55

This project is located within a Military Base within secured perimeters that is contiguous with a commercial 56 airport. It will be the responsibility of this Contractor to comply with all security requirements mandated by the 57 Army National Guard. Access to the Base is via a secured entry gatehouse. Contractors will 58 be required to provide personal information to the Base security force PRIOR to entering the Base. 59 Background cbecks on all personnel anticipated to be on site will be performed. The military will have final 60 approval regarding who may and may not enter the Base. 61 In the event of a declared National Emergency, the DFDM Construction Representative may be required to stop 62 work on this Contract for security reasons. Contractor shall ensure that the DFDM Construction 63

GR-6

Representative has the current "Off Duty" contact name and telephone number at all times to facilitate 1 notification. 2

6. INSPECTION OF SURFACES 4

Contractor shall obtain complete data at the site and inspect surfaces that are to receive the Work before 5 proceeding with fabricating, assembling, fitting or erecting any work under this contract. 6 Contractor shall notify DFDM's Project Representative in writing in case of discrepancies between existing work 8 and drawings, and of any defects in such surfaces that are to receive the Contractor's work. DFD's Project 9 Representative will evaluate the notice and direct what remedial action will be taken. 10 Starting of work implies acceptance of existing work or the work of others. Removal and replacement of work 12 applied to defective surfaces, in order to correct defects, shall be done at the expense of the Contractor who 13 applied work to defective surfaces. 14

7. HAZARDOUS SUBSTANCES - ASBESTOS, LEAD AND POLYCHLORINATED BIPHENYLS 16

(PCB'S) 17

Airborne asbestos fibers, lead, and PCB compounds, if encountered, have been determined to be hazardous to 18 one's health. Compliance with all possible applicable regulations is the Contractor's responsibility. Contractor 19 shall not provide or install any product that contains any amount of asbestos or PCB. See General Requirements, 20 CLEANING AND WASTE DISPOSAL for disposal of hazardous waste, if encountered. 21

ASBESTOS 23

Contractor's attention is directed to WAC NR 447, WAC DSS 159 and the Occupational Safety and Health Act 24 (OSHA) in general, part 1926.1101--ASBESTOS in particular. Contractor is responsible for compliance with all 25 applicable regulations when the work includes fastening to or coring through Asbestos Containing Materials 26 (ACM) and disturbance of asbestos containing caulking and mastics. Contractor is responsible for removal and 27 disposal of Category I non-friable ACM that will be disturbed by the work. Unless otherwise indicated, all 28 caulking, sealants, glazing compounds, gaskets, asphalt roofing materials and miscellaneous adhesives are 29 assumed to contain asbestos and are considered to be Category I non-friable ACM as defined in NR 447. Waste 30 material containing Category I non-friable ACM, is regulated as Construction and Demolition (C&D) waste and 31 may be disposed of at a Department of Natural Resources (DNR) approved C &D waste landfill. If Contractor’s 32 work methods cause non-friable ACM to become friable, the Contractor is responsible for the disposal of the 33 friable asbestos waste at a landfill specifically approved by DNR to accept friable asbestos. A copy of the signed 34 waste manifest for the disposal of all friable asbestos waste shall be provided to DFDM prior to request for final 35 payment. 36

8. SOIL TEST BORINGS 38

Not applicable to this project. 39

9. MUTUAL RESPONSIBILITY 41

Contractor(s) shall coordinate the work with adjacent work and shall cooperate with all other trades to facilitate 42 the general progress of the work. Each trade shall afford all other trades every reasonable opportunity for the 43 installation of their work and for the storage of their material. In no case will the Contractor(s) be permitted to 44 exclude from the premises or work, any other Contractor or employees thereof, or interfere with any other 45 Contractor in the executing or installation of their work. 46 Contractor(s) shall arrange the work and dispose of materials so as not to interfere with the work or storage of 48 materials of others and each shall join their work to that of others in accordance with the intent of the drawings 49 and specifications. 50 All Contractors shall work in cooperation with the General Prime Contractor and with each other, and fit their 52 work into the structure as job conditions may demand. All final decisions as to the right-of-way and run of pipe, 53 ducts, etc., shall be made by DFDM at prearranged meetings with responsible representatives of the Contractors 54 involved. 55

10. PROJECT MEETINGS 57

Project meetings will be held at the time designated by DFDM. Contractor, when requested, shall attend these 58 meetings. If the principal of the firm does not attend meetings, a responsible representative of the Contractor who 59 can bind the Contractor to a decision at the meetings shall attend. 60

GR-7

The Architect/Engineer or a representative thereof will write a report covering all items discussed and decisions 2 reached and copy of such report distributed to all parties involved. 3

11. SLEEVES AND OPENINGS 5

Not applicable to this project. 6

12. CUTTING AND PATCHING 8

Not applicable to this project. 9

13. MANUFACTURER'S DIRECTIONS 11

Contractors shall apply, install, connect, erect, use, clean and condition manufactured articles, materials, and 12 equipment as recommended by the manufacturer, unless specified to the contrary. The manufacturer's latest 13 recommendations at the time of bidding shall be used. 14

14. LAYOUT 16

The General Prime Contractor shall immediately upon entering the site for purpose of beginning work, locate 17 general reference points and take such action as is necessary to prevent their destruction. Each Contractor shall 18 lay out its work and be responsible for all lines, elevations and measurements of the building and other work 19 executed under its Contract. Each Contractor must exercise proper precaution to verify dimensions on the 20 drawings before laying out work and will be held responsible for any error resulting from failure to exercise such 21 precaution. 22 Using datum furnished by the State, the lot lines and present levels have been established as shown on the 24 drawings. Other grades, lines, levels and benchmarks, shall be established and maintained by each Contractor, 25 who shall be responsible for them. 26 As work progresses, the General Prime Contractor shall lay out on forms and floor, the locations of all partitions, 28 walls and fix column centerlines as a guide to all trades. 29 The General Prime Contractor shall make provision to preserve property line stakes, benchmarks, or datum point. 31 If any are lost, displaced or disturbed through neglect of any Contractor, Contractor's agents or employees, the 32 Contractor responsible shall pay the cost of restoration. 33 Each Contractor shall verify grades, lines, levels, locations and dimensions as shown on drawings and report any 35 errors or inconsistencies to DFDM 's Project Representative before commencing work. Starting of work by each 36 Contractor shall imply acceptance of existing conditions. 37

15. SUPERVISION 39

The General Prime Contractor shall take complete charge of the work under this contract and coordinate the work 40 of all Trades on the project. 41

16. FIELD OFFICES 43

The need for a field offics is not anticipated. The agency will provide a meeting space when necessary. 44

17. STAIRS AND SCAFFOLDS 47

The General Prime Contractor shall: 48 Furnish and maintain equipment such as temporary stairs, fixed ladders, ramps, chutes, runways and the like as 50 required for proper execution of work by all trades, and shall remove them on completion of the work. 51 Erect permanent stair framing as soon as possible. Provide stairs with temporary treads, handrails, and shaft 53 protection. 54 Contractors requiring scaffolds shall make arrangements with the General Prime Contractor, or shall provide their 56 own and remove them on completion of the work. 57 Each Contractor shall underlay its interior scaffolds with planking to prevent uprights from resting directly on the 59 floor construction. 60

GR-8

18. HOISTS, ELEVATORS OR CRANES 2

Each separate contractor shall provide and pay for its own hoist/crane or other apparatus necessary for 3 unloading/setting or moving their equipment and materials. Installation and removal of equipment for this activity 4 must be accounted for in the Project Schedule. 5 Equipment and operations for this activity shall comply with applicable Department of Safety and Professional 7 Services and OSHA requirements. No material hoist may be used to transport personnel unless it meets 8 Department of Safety and Professional Services and OSHA requirements for that purpose. 9 Contractors shall provide any protection required, temporary or long term, to prevent damage to work in place or 11 in progress. When hoisting activity results in such damage, the responsible contractor shall pay for cleaning, 12 repair or replacement of material or equipment as determined by DFDM. 13 Equipment, that imposes loads of any kind on work in place, shall not be erected without agreement from DFDM. 15 At their own discretion, two or more contractors may agree to use common hoisting facilities. Under such 17 arrangements, the allocation of costs, access and scheduling and all other details of the agreement are the 18 responsibility of the contractors involved. 19 Existing elevators may be used on a limited basis with DFDM’s permission and agreement. Costs of warranty 21 extensions and additional service work required will be paid by the using contractor. Appropriate protection must 22 be provided by the using contractor and that contractor shall be responsible for any structural, mechanical or finish 23 damage to the elevator and its parts and to adjoining building finishes and components. 24

19. SIGNS 26

No project sign required. 27 No individual advertising signs, plaques or credits, temporary or permanent, will be permitted on the building or 29 premises, except the name of the Contractor on Contractor's office or material shed. 30

20. FENCE 32

Not applicable to this project. 33

21. ROADWAY 35

Not applicable to this project. 36

22. TOILETS 38

Contractor should arrange with state agency to use nearby existing toilet facilities. Toilets used by workmen 39 shall be kept clean and sanitary at all times. 40

23. TELEPHONES 42

It is expected that each contractor have access to their own cell phone for their own use. No additional telephone 43 service will be provided 44

24. WATER SUPPLY 46

Contractor should arrange with state agency to use nearby existing water service. Toilets and slop sinks used by 47 workmen shall be kept clean and sanitary at all times. 48

25. TEMPORARY ELECTRICAL WORK 50

Contractor should arrange with state agency to use nearby existing electrical service. 51

26. COLD WEATHER PROTECTION 53

All heating and protective covering, required to protect the work from injury due to freezing and moisture during 54 the construction period and prior to enclosure of the building, shall be classed as COLD WEATHER 55 PROTECTION. Such protection shall be provided and paid for by the General Prime Contractor. 56 Heat required to protect materials from injury due to freezing during the construction period and prior to 58 enclosure, shall be provided by means of portable heating units intended for this purpose. 59

GR-9

All heating units must be approved types. Proper ventilation must be provided. The use of temporary units whose 1 product of combustion will damage fresh concrete, mortar or other building materials, will not be allowed. Use 2 of coke or oil salamanders is prohibited. 3 If electrical power is required for oil or gas portable heating units, it may be taken from the available temporary 5 power source and paid for by the General Prime Contractor. 6 Heating units and the area surrounding the units shall be kept in a clean and safe condition. 8

27. ENCLOSURE 10

Before the building, or portion thereof, can be considered enclosed, the General Prime Contractor shall have 11 advanced the construction of the building to conform with the following requirements. 12 The exterior walls should be erected to full thickness and height shall extend to the top of the horizontal level 14 which encloses the space intended to receive heat. If erection of full thick walls is not feasible, erection of back-15 up wall only will be accepted if approved weatherproofing of back-up materials is provided to avoid damage to 16 back-up materials. 17 The horizontal slab, which will serve as the overhead enclosure of the spaces to receive heat (whether it be the 19 roof slab or intermediate floor slab), shall have all openings covered with closures capable of sustaining any loads 20 imposed thereon. The entire overhead enclosure shall be made weatherproof. 21 Provide approved translucent material for temporary enclosure of window openings if they have not been glazed. 23 Plain or reinforced polyethylene film or other suitable translucent material will be acceptable, provided it is 24 installed in or on a well fitting rigid wood frame and kept in good repair. This means of temporary enclosure 25 shall be used for other minor openings in walls. 26 Construct temporary walls as required to protect contents and to separate the interior enclosed sections from the 28 interior open section of the building during construction. Temporary wall enclosure shall consist of plywood 29 panels, at least 3/8" thick, fastened to wood framework, consisting of 2 x 4 studs spaced 24" o.c., securely spiked 30 to wood plates, top and bottom. Provide intermediate girts between studs as required for fastening of plywood. 31 Temporary walls must provide protection from dirt, dust, and drafts. 32 Provide exterior doors with hinges, self-closing device, and locks. 34 Make suitable provisions for passage of air to permit proper drying out of the building. 36 At end of day's work, securely close temporary enclosures. Padlock exterior doors. The General Prime Contractor 38 shall supervise effectiveness of enclosures. 39 Where reference is made to a "portion of the building", it is intended to mean definable areas of the building such 41 as a group of floor levels or an entire wing of the building. It is not intended to require a room-by-room or erratic 42 piece-meal enclosure operation, but shall provide for an orderly expansion of large adjacent or related areas to be 43 enclosed which are advantageous to the progress of the work and approved by DFDM's Project Representative. 44

28. TEMPORARY HEAT 46

Not applicable to this project. 47

29. FIRE PROTECTION 49

The General Prime Contractor shall provide and maintain in working order during the entire construction period, 50 a minimum of three (3) fire extinguishers on each floor level, including basement of the building, and one (1) in 51 temporary office. Extinguishers shall be nonfreeze type such as A-B-C rated dry chemical, of not less than 10-52 pound capacity each. In addition, any Subcontractor who maintains an enclosed shed on the site shall provide 53 and maintain, in an accessible location, one or more similar nonfreezing type fire extinguisher in each enclosed 54 shed. 55

30. WATCHPERSONS 57

Watchpersons will not be furnished by the State. The Contractor shall provide such precautionary measures, to 58 include the furnishing of watchpersons if deemed necessary, to protect persons and property from damage or loss 59 where the Contractor's work is involved. 60

GR-10

31. STORAGE OF MATERIALS 1

Contractor shall confine equipment, apparatus, storage of materials and operations to limits indicated on the 2 drawings or by specific direction of DFDM's Project Representative and shall not bring material onto the site until 3 they are needed for the progress of the work. 4 The storage of materials on the grounds and within the building shall be in strict accordance with the instructions 6 of DFDM's Project Representative. Storage of materials within the building shall at no time exceed the design 7 carrying capacity of the structural system. 8 Provide and maintain watertight storage sheds on the premises where directed, for storage of materials that might 10 be damaged by weather. Sheds shall have wood floors raised at least 6" above the ground. 11 All materials affected by moisture shall be stored on platforms and protected from the weather. 13 All materials shall be stored in a manner that prevents release of hazardous material to the environment. 15 All hazardous materials, including motor fuels, shall be properly handled and contained to prevent spills or other 17 releases. The General Prime Contractor shall develop and maintain a contingency plan to provide emergency 18 response, containment, and cleanup of spills of hazardous materials resulting from contract activities. All spills 19 and releases shall be reported to DFD as soon as possible. 20 During the construction of this building, materials, construction sheds, and earth stockpiles shall be located so as 22 not to interfere with the installation of the utilities nor cause damage to existing lines. 23 The Contractor shall allot space to others for storage of their materials, and erection of their sheds. 25 Should it be necessary at any time to move material sheds or storage platforms, the Contractor shall move same 27 at the Contractor's expense, when directed by DFDM's Project Representative. 28 The State assumes no responsibility for materials stored in building or on the site. The Contractor assumes full 30 responsibility for damage due to the storage of materials. 31 Repairing of areas used for placing of sheds, offices, and for storage of materials shall be done by the Contractor. 33

32. PROTECTION OF FINISHED CONSTRUCTION 35

Contractor shall assume the responsibility for the protection of all finished construction under the Contract and 36 shall repair and restore any and all damage of finished work to its original state. 37 Wheeling of any loads over any type of floor, either with or without plank protection, will be permitted only in 39 rubber tired wheelbarrows, buggies, trucks or dollies. 40 Where structural concrete is also the finished surface, care must be taken to avoid marking or damaging those 42 surfaces. 43

33. PROTECTION IN GENERAL 45

All structures and equipment shall be constructed, installed and operated with guards, controls and other devices 46 in place. 47 Temporary pumps required for pumping water from building excavation or from building proper shall be provided 49 by the General Prime Contractor, including temporary connections. Plumbing Trade shall install permanent sump 50 basins and piping where and when required. Permanent sump pumps shall not be installed until building is 51 substantially complete and when approved by DFDM's Project Representative. The General Prime Contractor 52 shall remove temporary pumps and connections when approved by DFDM's Project Representative. 53 The General Prime Contractor shall: 55 Provide, erect and maintain all required planking, barricades, guard rails, temporary walkways, etc., of sufficient 57 size and strength necessary for protection of stored material and equipment; paved surfaces, walks, curbs, gutters 58 and drives; streets adjacent to or within project area; adjoining property and all project work to prevent accidents 59 to the public and the workmen at the job site. 60

GR-11

Notify adjacent property owners if their property interferes with the work so that arrangements for proper 2 protection can be made. 3 Provide and maintain proper shoring and bracing to prevent earth from caving or washing into the building 5 excavation. Provide temporary protection around openings through floors and roofs, including elevator openings, 6 stairwells, and edge of slabs. 7 Provide and maintain proper shoring and bracing for existing underground utilities, sewers, etc., encountered 9 during excavation work, to protect them from collapse or other type of damage until such time as they are to be 10 removed, incorporated into the new work, or can be properly backfilled upon completion of new work. 11 Provide protection against rain, snow, wind, ice, storms, or heat to maintain all work, materials, apparatus, and 13 fixtures, incorporated in the work or stored on the site, free from injury or damage. At the end of the day's work, 14 cover all new work likely to be damaged. Remove snow and ice as necessary for safety and proper execution of 15 the work. 16 Protect the building and foundations from damage at all times from rain, ground water and back-up from drains 18 or sewers. Provide all equipment and enclosures as necessary to provide this protection. 19 Damaged property shall be repaired or replaced in order to return it to its original condition. Damaged lawns 21 shall be replaced with sod. 22 Protect materials, work and equipment, not normally covered by above protection, until construction proceeds to 24 a point where the general building protection of the area where located, dispenses with the necessity therefore. 25 Protect work outside of the building lines such as trenches and open excavations, as specified above. 26 Take all necessary precautions to protect the State's property as well as adjacent property, including trees, shrubs, 28 buildings, sanitary and storm sewers, water piping, gas piping, electric conduit or cable, etc., from any and all 29 damage which may result due to work on this project. 30 Repair work outside of property line in accordance with the requirements of the authority having jurisdiction. 32 Repair any work, damaged by failure to provide proper and adequate protection, to its original state to the 34 satisfaction of DFDM or remove and replace with new work at the Contractor's expense. 35 Protect trees indicated on the drawings to remain and trees in locations that would not interfere with new 37 construction, from all damage. Do not injure trunks, branches, or roots of trees that are to remain. Do cutting 38 and trimming only as approved and as directed by DFDM's Project Representative. 39 The value of trees destroyed or damaged will be charged against the account of the Contractor responsible for the 41 damage in an amount equal to the expense of replacing the trees with those of similar kind and size, but not to 42 exceed $1000.00 for any one tree. 43

34. CLEANING AND WASTE DISPOSAL 45

Contractor shall be responsible for all cleaning required within the technical sections of the specifications 46 governing work under the Contractor's jurisdiction as well as for keeping all work areas, passageways, ramps, 47 stairs and all other areas of the premises free of accumulation of surplus materials, rubbish, debris and scrap which 48 may be caused by the Contractor's operations or that of the Subcontractors. 49 Remove rubbish, debris and scrap promptly upon its accumulation and in no event later than the end of each 51 week. 52 Combustible waste shall be removed immediately or stored in fire resistive containers until disposed of in an 54 approved manner. 55 No burning of rubbish or debris will be allowed at the site. Rubbish, debris and scrap shall not be thrown through 57 any window or other opening, or dropped from any great height; it shall be conducted to the ground, to waiting 58 truck(s) or removable container(s) by means of approved chutes or other means of controlled conveyance. 59

GR-12

Form and scrap lumber shall have all nails withdrawn or bent over; shall be neatly stacked, placed in trash bins, 1 or removed from the premises. 2 Spillages of oil, grease or other liquids which could cause a slippery or otherwise hazardous situation or stain a 4 finished surface, shall be cleaned up immediately. 5 Waste materials removed from the site shall be managed by the contractor and disposed of in accordance with all 7 applicable laws, regulations, codes, rules, and standards. Materials that meet the definition of a hazardous waste 8 (Wis. Admin. Code NR 600) shall be disposed through the State's hazardous waste service contract (State Bulletin 9 #15-99145-00), unless otherwise directed in writing by DFDM. The Contractor shall prepare all hazardous wastes 10 for transport and disposal. Arrangements for disposal shall be coordinated through DFDM's Project 11 Representative. Charges for transport and disposal of hazardous waste by the State's hazardous waste service 12 contractor will be paid directly by the State. Other materials such as soil, debris, sludge, water, etc. generated by 13 project activities which may contain constituents exceeding federal, state, or local environmental cleanup 14 standards must not be removed from the site, or treated and disposed on site without prior written approval of 15 DFDM. DFDM will provide a list of acceptable offsite disposal or treatment facilities for disposal by Contractor. 16 Other unused or discarded materials may be treated as solid waste. Facilities for recycle, disposal or landfill of 17 such items shall be approved by DFDM prior to removal from the site. 18 Dust, dirt and other foreign matter shall be removed completely from all internal surfaces of all mechanical and 20 electrical units, cabinets, ducts, pipes, etc. 21 Dirt, soil, fingerprints, stains and the like, shall be completely removed from all exposed finished surfaces. 23 General Prime Contractor shall wash all glass immediately prior to the occupancy of this project. Work shall 25 include the removal of labels, paint splattering, glazing compound and sealant. Surfaces shall include mirrors 26 and both sides of all glass in windows, borrowed lights, partitions, doors and side lights. 27 Broken, scratched or otherwise damaged glass shall be replaced by the General Prime Contractor. 29 In addition to the above, the General Prime Contractor shall be responsible for the general "broom" cleaning of 31 the premises and for expediting all of the cleaning, washing, waxing and polishing required within the technical 32 sections of the specifications governing work under this Contract.