Bowers_Elem._School_Conformace_Set_-_Specification_Vol_1_of_2.pdf

PHASE 1 OF 4 - SITE AND BUILDING CONSTRUCTION

Conformance Set - April 11, 2022

BOWERS ELEMENTARY SCHOOL

SEALS FOR SPECIFICATIONS

State Project No. 077-0239 RNV 000000

BUILDING OFFICIAL FIRE MARSHALL

HEALTH INSPECTOR APPOINTED 504 OFFICIAL

TABLE OF CONTENTS Page 1

VOLUME 0

DIVISION 0 – BIDDING AND CONTRACTING REQUIREMENTS

SECTION 001116 – INVITATION TO BID

SECTION 002113 – INSTRUCTION TO BIDDERS

SECTION 002413 – BID PACKAGES

SECTION 003113 – PROJECT SCHEDULE AND PHASES

SECTION 004200 – FORM OF PROPOSAL

SECTION 005200 – CONTRACT AGREEMENT

SECTION 005223 – OWNER / CM AGREEMENT

SECTION 006113 – PERFORMANCE AND PAYMENT BONDS

SECTION 006313 – PREBID RFIs

SECTION 007200 – GENERAL CONDITIONS

SECTION 007316 – SAMPLE CERTIFICATE OF INSURANCE

SECTION 007343 – WAGE AND HOUR RATES

VOLUME 1

DIVISION 1 – GENERAL REQUIREMENTS

SECTION 011000 - SUMMARY

SECTION 011200 – CM SUMMARY OF WORK

SECTION 012100 - ALLOWANCES

SECTION 012500 - SUBSTITUTION PROCEDURES

SECTION 012900 - PAYMENT PROCEDURES

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

SECTION 013116 - CONSTRUCTION DRAWING PROCEDURE

SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION

SECTION 013233 - PHOTOGRAPHIC DOCUMENTATION

SECTION 013300 - SUBMITTAL PROCEDURES

SECTION 013513 – GENERAL ADMINISTRATIVE PROCEDURES FOR THE PROJECT

SECTION 014000 - QUALITY REQUIREMENTS

SECTION 015000 – CONSTRUCTION CONTROLS AND TEMPORARY FACILITIES

SECTION 015150 - INDOOR AIR QUALITY CONSTRUCTION PLAN

SECTION 016000 - PRODUCT REQUIREMENTS

SECTION 017300 - EXECUTION

SECTION 017329 - CUTTING AND PATCHING

SECTION 017413 – PROJECT CLEANLINESS

SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

SECTION 017420 - CONSTRUCTION WASTE MANAGEMENT PLAN

SECTION 017700 - CLOSEOUT PROCEDURES

SECTION 017823 - OPERATION AND MAINTENANCE DATA

SECTION 017839 - PROJECT RECORD DOCUMENTS

SECTION 017900 - DEMONSTRATION AND TRAINING

SECTION 018113 - SUSTAINABLE DESIGN REQUIREMENTS

TABLE OF CONTENTS Page 2

HIGH PERFORMANCE SCHOOLS SCORECARD

SECTION 018120 - CONSTRUCTION IAQ MANAGEMENT PLAN

SECTION 019113 - GENERAL COMMISSIONING REQUIREMENTS

DIVISION 2 – EXISTING CONDITIONS

SECTION 024119 - SELECTIVE DEMOLITION

SECTION 026500 - UNDERGROUND STORAGE TANK REMOVAL

SECTION 028100 – TRANSPORT AND DISPOSAL OF HAZARDOUS MATERIALS

SECTION 028213 – ASBESTOS ABATEMENT

SECTION 028313 – LEAD PAINT ACTIVITY

SECTION 028433 – REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS

DIVISION 3 – CONCRETE

SECTION 032000 - CONCRETE REINFORCMENT

SECTION 033000 - CAST IN PLACE CONCRETE

SECTION 033321 - ARCHITECTURAL CONCRETE

SECTION 035300 - CONCRETE TOPPING

DIVISION 4 – MASONRY

SECTION 040120 - MASONRY RESTORATION AND CLEANING

SECTION 042000 - UNIT MASONRY

SECTION 047200 - CAST STONE

DIVISION 5 – METALS

SECTION 051200 - STRUCTURAL STEEL

SECTION 051213 – ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMING

SECTION 053113 - STEEL FLOOR DECK

SECTION 053123 - STEEL ROOF DECK

SECTION 054000 - COLD-FORMED METAL FRAMING

SECTION 055000 - METAL FABRICATIONS

SECTION 055110 - METAL STAIRS AND HANDRAILS/GUARDRAILS

DIVISION 6 – WOOD, PLASTICS, AND COMPOSITES

SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY

SECTION 061600 - SHEATHING

SECTION 064023 - INTERIOR ARCHITECTURAL WOODWORK

TABLE OF CONTENTS Page 3

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

SECTION 070800 – THERMAL AND MOISTURE PROTECTION COMMISSIONING

SECTION 071113 - BITUMINOUS DAMPPROOFING

SECTION 072100 - THERMAL INSULATION

SECTION 072600 - SURFACE APPLIED VAPOR REDUCTION SYSTEM

SECTION 072713 - MODIFIED BITUMINOUS SHEET AIR BARRIERS

SECTION 072726 – FLUID APPLIED MEMBRANE AIR BARRIERS

SECTION 074243 – METAL COMPOSITE WALL PANELS

SECTION 074600 – SIDING

SECTION 074800 – RAINSCREEN ATTACHMENT SYSTEM

SECTION 075323 - ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING

SECTION 076100 – SHEET METAL ROOFING

SECTION 076200 - SHEET METAL FLASHING AND TRIM

SECTION 078413 - PENETRATION FIRESTOPPING

SECTION 078446 – FIRE RESISTIVE JOINT SYSTEMS

SECTION 079200 - JOINT SEALANTS

SECTION 079500 - EXPANSION CONTROL

DIVISION 8 – OPENINGS

SECTION 080800 – OPENINGS SYSTEMS COMMISSIONING

SECTION 081113 - HOLLOW METAL DOORS AND FRAMES

SECTION 081416 - FLUSH WOOD DOORS

SECTION 083113 - ACCESS DOORS AND FRAMES

SECTION 083123 – FLOOR DOORS

SECTION 083326 – OVERHEAD COILING GRILLES

SECTION 084113 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

SECTION 084413 - GLAZED ALUMINUM CURTAIN WALLS

SECTION 084523 - FIBERGLASS SANDWICH PANEL ASSEMBLIES

SECTION 085113 - ALUMINUM WINDOWS

SECTION 086300 – METAL FRAMED SKYLIGHTS AND CANOPIES

SECTION 087100 - DOOR HARDWARE

SECTION 088000 - GLAZING

SECTION 088300 - MIRRORS

DIVISION 9 – FINISHES

SECTION 092216 - NON-STRUCTURAL METAL FRAMING

SECTION 092900 - GYPSUM BOARD

SECTION 093000 - TILING

SECTION 095113 - ACOUSTICAL PANEL CEILINGS

SECTION 096400 – WOOD FLOORING

SECTION 096513 - RESILIENT BASE AND ACCESSORIES

SECTION 096519 - RESILIENT TILE FLOORING

SECTION 096566 – RESILIENT RUBBER ATHLETIC FLOORING

SECTION 096723 - RESINOUS FLOORING

TABLE OF CONTENTS Page 4

SECTION 096816 - SHEET CARPETING

SECTION 097200 - SPECIAL WALL COVERING AND PANELS

SECTION 098413 - FIXED SOUND-ABSORBING PANELS

SECTION 099120 - PAINTING (PROFESSIONAL LINE PRODUCTS)

DIVISION 10 – SPECIALTIES

SECTION 101100 - VISUAL DISPLAY BOARDS

SECTION 101200 - DISPLAY CASES

SECTION 101401 - SITE SIGNAGE

SECTION 101423 - SIGNAGE

SECTION 102113 - TOILET COMPARTMENTS

SECTION 102123 – CUBICLES

SECTION 102239 – FOLDING PANEL PARTITIONS

SECTION 102600 – WALL AND DOOR PROTECTION

SECTION 102800 - TOILET ACCESSORIES

SECTION 104116 - EMERGENCY KEY CABINETS

SECTION 104413 - FIRE PROTECTION CABINETS

SECTION 104416 – FIRE EXTINGUISHERS

SECTION 105113 - METAL LOCKERS

DIVISION 11 – EQUIPMENT

SECTION 113100 - RESIDENTIAL APPLIANCES

SECTION 114000 - FOOD SERVICE EQUIPMENT

SECTION 115000 - MISCELLANEOUS EQUIPMENT

SECTION 115213 - MOTORIZED PROJECTION SCREENS

SECTION 116123 – MOTORIZED RETRACTABLE PLATFORM

SECTION 116143 - STAGE CURTAINS

SECTION 116623 – GYMNASIUM EQUIPMENT

SECTION 116653 - GYMNASIUM DIVIDERS

SECTION 116800 - ATHLETIC EQUIPMENT (SITE)

DIVISION 12 – FURNISHINGS

SECTION 122413 - ROLLER WINDOW SHADES

SECTION 124816 - ENTRANCE FLOOR GRILLES, MATS AND FRAMES

DIVISION 14 – CONVEYING EQUIPMENT

SECTION 142400 - HYDRAULIC ELEVATORS

TABLE OF CONTENTS Page 5

VOLUME 2

DIVISION 21 – FIRE SUPPRESSION

SECTION 200050 – GENERAL CONDITIONS FOR MECHANICAL AND ELECRICAL SYSTEMS

SECTION 210500 - COMMON WORK RESULTS FOR FIRE SUPPRESSION SYSTEM

SECTION 210548 - VIBRATION AND SEISMIC CONTROLS FOR FIRE SUPPRESSION PIPING AND

EQUIPMENT

SECTION 210800 – FIRE PROTECTION SYSTEMS COMMISSIONING

DIVISION 22 – PLUMBING

SECTION 220500 - COMMON WORK RESULTS FOR PLUMBING

SECTION 220548 - VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND EQUIPMENT

SECTION 220700 - PLUMBING INSULATION

SECTION 220800 – PLUMBING SYSTEMS COMMISSIONING

DIVISION 23 – HEATING VENTILATING AND AIR CONDITIONING

SECTION 230100 - COMMON WORK RESULTS FOR HVAC

SECTION 230300 - SHOP DRAWINGS, MAINTENANCE MANUALS, AND PARTS LIST

SECTION 230513 - COMMON MOTOR ELECTRICAL REQUIREMENTS FOR HVAC EQUIPMENT

SECTION 230517 - SLEEVES AND SLEEVE SEALS FOR HVAC PIPING

SECTION 230519 - METERS AND GAGES FOR HVAC PIPING

SECTION 230523 - GENERAL DUTY VALVES FOR HVAC PIPING

SECTION 230529 - HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

SECTION 230553 - IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

SECTION 230700 - HVAC INSULATION, EQUIPMENT, DUCTWORK, AND PIPING

SECTION 230800 – MECHANICAL SYSTEMS COMMISSIONING

SECTION 230900 - TEMPERATURE CONTROLS AND SEQUENCE OF OPERATIONS FOR HVAC

SECTION 230995 - TESTING, ADJUSTING, AND BALANCING FOR HVAC

SECTION 232100 - EXCAVATION, TRENCHING, BACKFILLING AND GRADING

SECTION 232200 - HVAC PIPING

SECTION 232300 - GROUND-LOOP HEAT-PUMP PIPING

SECTION 232500 - HVAC WATER TREATMENT, CLEANING, FILLING AND PURGING

SECTION 233200 - SHEET METAL

SECTION 233700 - HVAC EQUIPMENT

SECTION 233723 - HVAC PUMPS

SECTION 233725 - DIFFUSERS, REGISTERS, GRILLES AND LOUVERS

DIVISION 26 – ELECTRICAL

SECTION 260000 - GENERAL ELECTRICAL

SECTION 260500 - BASIC ELECTRICAL MATERIALS & METHODS

SECTION 260800 – ELECTRICAL SYSTEMS COMMISSIONING

TABLE OF CONTENTS Page 6

SECTION 262000 - SERVICE AND DISTRIBUTION

SECTION 262923 – VARIABLE FREQUENCY MOTOR CONTROLLER

SECTION 265113 - INTERIOR LIGHTING

SECTION 265114 - EXTERIOR LIGHTING

SECTION 266100 – PHOTOVOLTAIC INSTALLATION

DIVISION 27 – COMMUNICATION

SECTION 270100 – VOICE AND DATA SYSTEM

SECTION 274113 – INTEGRATED AUDIO-VIDEO EQUIPMENT

SECTION 275313 – INTERCOM, PAGING AND CLOCK SYSTEMS

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

SECTION 281353 – IP NETWORK VIDEOPHONE

SECTION 281600 – INTRUSION DETECTION

SECTION 281643 – ACCESS CONTROL SYSTEM

SECTION 282300 – VIDEO SURVEILLANCE

SECTION 282600 – SPECIAL SYSTEMS

SECTION 283100 - FIRE ALARM SYSTEM

DIVISION 31 – EARTHWORK

SECTION 311000 - SITE CLEARING

SECTION 312000 - EARTH MOVING

SECTION 312319 – DEWATERING

SECTION 312500 – EROSION AND SEDIMENTATION CONTROL

SECTION 314800 – UNDERPINNING

SECTION 315000 – EXCAVATION SUPPORT AND PROTECTION

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 321216 - ASPHALT PAVING

SECTION 321313 – CAST-IN PLACE SITE CONCRETE

SECTION 321373 - CONCRETE PAVING JOINT SEALANTS

SECTION 321413 – CONCRETE UNIT PAVERS

SECTION 321723 - PAVEMENT MARKINGS

SECTION 321900 – SKINNED INFILED

SECTION 323000 - SITE IMPROVEMENTS

SECTION 323114 - CHAIN LINK FENCES AND GATES

SECTION 323119 – METAL FENCES AND GATES

SECTION 323219 – BASEBALL BACKSTOP (SITE)

SECTION 329200 - TURF AND GRASSES

SECTION 329300 - PLANTS

TABLE OF CONTENTS Page 7

DIVISION 33 - UTILITES

SECTION 331400 – SITE WATER SUPPLY SYSTEM

SECTION 333000 – SANITARY SEWERAGE

SECTION 334000 - STORM DRAINAGE

APPENDIX A – TOWN OF MANCHESTER SPECIFICATIONS

APPENDIX B – GEOTECHNICAL REPORT

APPENDIX C – HAZARDOUS MATERIAL INSPECTION REPORT

END OF TABLE OF CONTENTS

SUMMARY

011000 - 1

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Work under separate contracts.

4. Future work.

5. Owner-furnished products.

6. Access to site.

7. Coordination with occupants.

8. Work restrictions.

9. Specification and drawing conventions.

10. Miscellaneous provisions.

B. Related Requirements:

1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.3 PROJECT INFORMATION

A. Project Identification: Additions and Renovations to Bowers Elementary School.

1. Project Location: 141 Princeton Street, Manchester, CT

B. Owner: Town of Manchester.

C. Architect: TSKP Studio, 146 Wyllys Street, Hartford, CT.

D. Construction Manager: O&G Building Group, 112 Wall Street, Torrington, CT.

1. Construction Manager has been engaged for this Project to serve as an advisor to Owner and to provide assistance in administering the Contract for Construction between Owner and each Contractor, according to a separate contract between Owner and Construction Manager.

011000 - 2

E. Project Mechanical/Electrical Coordinator for Multiple Contracts:

1. HVAC Contractor shall act as mechanical/electrical coordinator.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of the following:

1. Additions of approximately 9,500 SF to the existing building.

2. Extensive renovations to the existing 53,400 SF structure to remain, including exterior envelope upgrades with new doors, windows, and insulation. The interior will receive all new systems, including finishes, millwork, mechanical, electrical, plumbing, fire protection, life safety, tele/data, and security.

3. Extensive site work including utilities, new and reconfigured parking areas, fencing, sidewalks, and plantings.

B. Type of Contract:

1. Project will be constructed under coordinated, concurrent multiple contracts. See Construction Manager’s Project Manual for a description of work included under each of the multiple contracts and for the responsibilities of Project coordinator.

1.5 WORK UNDER SEPARATE CONTRACTS

A. General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract or other contracts.

Coordinate the Work of this Contract with work performed under separate contracts.

B. Subsequent Work: Owner will award separate contract(s) for the following additional work to be performed on site following Substantial Completion. Completion of that work will depend on successful completion of preparatory work under this Contract.

1. Outdoor Playscapes.

2. Furniture, fixtures and equipment.

3. Technology equipment.

1.6 ACCESS TO SITE

A. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

B. Use of Site: Limit use of Project site to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

011000 - 3

1. Driveways, Walkways and Entrances: Keep driveways loading areas, and entrances serving premises clear and available to emergency vehicles at all times. Do not use these areas for parking or storage of materials.

1.7 COORDINATION WITH OCCUPANTS

A. Owner Limited Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place and install equipment in completed portions of the Work, prior to Substantial Completion of the Work, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and limited occupancy shall not constitute acceptance of the total Work.

1. Architect will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied prior to Owner acceptance of the completed Work.

2. Obtain a Certificate of Occupancy from authorities having jurisdiction before limited Owner occupancy.

3. Before limited Owner occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, Owner will operate and maintain mechanical and electrical systems serving occupied portions of Work.

4. On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portions of Work.

1.8 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, unless otherwise indicated.

C. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption with Owner.

1. Notify Construction Manager not less than two days in advance of proposed disruptive operations.

D. Controlled Substances: Use of tobacco products and other controlled substances on Project site is not permitted.

1.9 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.

These conventions are as follows:

011000 - 4

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings.

PRODUCTS (Not Used)

PART 2 - EXECUTION (Not Used)

END OF SECTION 011000

SECTION 011200 - CM SUMMARY OF WORK

This Summary of Work is intended to supplement the preliminary construction schedule which is also part of the construction documents for this project. Neither the preliminary construction schedule, nor this

Summary of Work, identify every work item. Both documents are intended to identify the major work items and the time period which the work is to be performed. Any work item that is not specifically identified is to be performed in the normal sequence of construction as it relates to the work activities that are identified in the schedule and/or Summary of Work.

Net Zero goal project. Additions of approximately 9,500 SF to the existing building.

Renovate as new of existing 53,400 SF structure. Work includes exterior envelope upgrades with new doors, windows, and insulation. The interior will receive all new systems, including finishes, millwork, mechanical, geothermal, electrical, plumbing, fire protection, life safety, tele/data, and security.

Extensive site work including new utilities, parking areas, fencing, sidewalks, and plantings.

Work will commence by July 1, 2022, and will be substantially complete on or before

August 30, 2023.

The Construction Manager requires each trade contractor to implement practices and procedures to meet the project’s environmental performance goals. Specific project goals that may impact this area of work include: use of recycled-content materials; use of locally-manufactured materials; use of low-emitting materials; construction waste recycling; and the implementation of a construction indoor air quality management plan. The trade contractors shall ensure that the requirements related to these goals, as defined in the specification sections, are implemented to the fullest extent. Substitutions, or other changes to the work proposed by the trade contractors or their subcontractors, shall not be allowed if such changes compromise the stated High Performance Building Criteria.

All deliveries and construction personnel shall exit and enter the site through designated areas. The construction deliveries shall be made at the time listed in the Special Instructions. Emergency access out of the construction area are to be maintained at all times unless other agreements have been made with the local Fire Marshal.

Smoking will not be permitted on the project. Strict adherence to the smoking regulations will be enforced for the entire duration of the construction. There will be no radios allowed on the jobsite. Construction

Manager will be issuing identification badges to all contractors who in turn will be required to have their employees wear the badges while onsite so all construction workers can be identified.

BOWERS ELEMENTARY SCHOOL

CM SUMMARY OF WORK 011200-1

SECTION 012100 - ALLOWANCES

Allowance Schedule

1. Each trade contractor shall include in their base bid the allowances set forth in the following table as it relates to their respective bid package. These allowances are to be used only for work determined by the

Construction Manager to be above and beyond work already shown on or inferred by the Contract

Documents.

1.01 – BUILDING ABATEMENT AND DEMOLITION

• All Allowances (for Asbestos and PCBs) include the construction of associated containments/work areas required to perform removal.

Allowance

No.

Unit Price

Item No.

Description/Purpose of Allowance Quantity Unit

1 - $50,000 lump sum allowance for ACM not specifically identified or inferred by the

Contract Documents.

1 LS

2 - $15,000 lump sum allowance for demolition work not specifically identified or inferred by the Contract Documents.

1 LS

3 1 Asbestos pipe insulation/fittings (and associated debris) removal and disposal as

ACM (including Selective demolition of walls to access assumed pipe insulation)

(For assumed locations and rooms/areas not called out/marked on drawings)

1,225 LF

4 2 Asbestos mudded fitting and/or roof drain fitting insulation removal and disposal as

ACM via glove bag (For locations not called out/marked on drawings)

3 EA

5 3 Asbestos breeching/flue insulation (behind metal panel) removal and disposal as ACM

(For assumed location on drawing)

3 SF

6 4 Insulated/Insulation components in kilns, electrical boxes and/or transformers removal and disposal as ACM (For assumed locations and rooms/areas not called out/marked on drawings)

40 SF

7 5 Insulated stage wiring removal and disposal as

ACM (For assumed locations and rooms/areas not called out/marked on drawings)

30 LF

8 6 Interior transite pipe removal and disposal as

ACM (For assumed locations and rooms/areas not called out/marked on drawings)

30 LF

9 7 Asbestos fire door insulation removal and disposal as ACM

80 Door Units

10 8 Asbestos floor tile and mastic removal and disposal as ACM (For rooms/areas not called out/marked on drawings) (Allowance/Bid Quantity = 600 SF)

600 SF

BOWERS ELEMENTARY SCHOOL

ALLOWANCES 012100-1

11 9 Asbestos glue/tar components in walk-in cooler removal and disposal as ACM (it is assuming there could be glue or tar behind the metal walls/floors/ ceilings in the unit, remove entire cooler as ACM contaminated)

1 Unit

12 10 Asbestos glue daubs behind chalkboards and bulletin boards removal and disposal as ACM (For assumed locations and in rooms/areas not called out/marked on drawings)

2,500 SF

13 11 Asbestos glue /grout assumed underneath stone windowsill removal and disposal as

ACM

22 SF

14 12 Asbestos exterior foundation tar removal and disposal as ACM (For assumed locations on drawings)

2,400 SF

15 13 Asbestos glue behind miscellaneous wood/wall components and mirrors removal and disposal as ACM

700 SF

16 14 Asbestos black tar/vapor barrier behind brick façade removal and disposal as ACM (At all locations where exterior wall demolition is occurring as indicated on Drawing PCB.3)

3,500 SF

17 15 Exterior PCB/asbestos caulking removal and disposal as ACM and PCB>50 PPM bulk product waste (For rooms/areas not called out/marked on drawings)

300 LF

18 16 Brick substrate removal and disposal as PCB >50 PPM bulk product waste (For areas not called out/marked on drawings)

100 SF

19 17 Exterior painted wood door/window /overhangs/soffits components (called out to be removed as part of this project) removal and disposal as lead hazardous waste (in addition to any asbestos or PCB waste characterization already required under specifications)

100 LF

1.02 – SITEWORK

20 - 60 (sixty hours) of operator time, 60 (sixty hours) of loader/excavator (CAT 430 or equal) time, and 60 (sixty hours) of a laborer to be used at the discretion of the Construction Manager.

1 LS

21 24 Include the removal and disposal of 60 CY of trench rock.

60 CY

22 23 Include the removal and disposal of 50 CY of mass rock

50 CY

1.03 – CONCRETE

23 - $15,000 lump sum allowance for additional concrete repair/work not specifically identified or inferred by the Contract Documents.

1 LS

BOWERS ELEMENTARY SCHOOL

ALLOWANCES 012100-2

1.04 - MASONRY

24 25 200 sq. ft. of brick repointing, as specified in

Section 040120 “Masonry and Stone Restoration and Cleaning”.

200 SF

25 - $10,000 lump sum allowance for additional masonry infills / repairs not specifically identified or inferred by the Contract

Documents.

1 LS

1.05 – STRUCTURAL STEEL

26 - Include 2000 lbs of detailed, fabricated, and installed, structural steel as specified in Section

051200 “Structural Steel.”.

1 LS

27 28 Include five 2’ x 2’ openings to provide steel decking for infill of existing openings not shown on the Contract Documents.

5 EA

1.07f – FIRESTOPPING

30 30 Include 40 LF of penetration firestopping as specified in Section 078413 for existing partitions not shown or inferred form the

Contract Documents.

40 LF

31 31 Include 40 LF of joint firestopping as specified in Section 078443 for existing partitions not shown or inferred form the Contract Documents.

40 LF

1.07r – ROOFING

32 - $10,000 lump sum allowance for additional blocking or infill work that may be required due to existing conditions or not specifically identified or inferred by the Contract Documents.

1 LS

1.08 – WINDOWS, CURTAINWALL

32 Include 500 board ft. of installed window blocking as specified in Section 061053

“Miscellaneous Rough Carpentry.”

500 BF

1.09 – DRYWALL & ACOUSTICAL

34 - $12,000 lump sum allowance to provide additional soffits due to MEP/existing conditions coordination.

1 LS

35 - 80 Carpenter Hours and 80 Laborer Hours for additional work as directed by the

Construction Manager or Owner.

1 LS

1.09f – FLOORING

36 33 Include 10,000 sq. ft of floor moisture mitigation as required for resilient tile flooring, and as specified in Section 072600 “Surface

Applied Vapor Reduction System”.

10,000 SF

37 34 Include 200 sq. ft of floor moisture mitigation as required for resinous flooring, and as specified in Section 072600 “Surface Applied

Vapor Reduction System”.

200 SF

38 35 Include labor and materials to install 100 cubic feet of cementitious self-leveling concrete floor topping as specified in Section 035300

Concrete Topping.

100 CF

BOWERS ELEMENTARY SCHOOL

ALLOWANCES 012100-3

1.10 – GENERAL TRADES

28 - 100 Carpenter Hours and Laborer Hours for additional work as directed by the

Construction Manager or Owner.

1 LS

29 - $60,000 lump sum allowance to provide temporary toilets and wash stations. Units will be washed/cleaned on a daily basis and pumped every other day used. (see 01 5000

Construction Controls and Temporary

Facilities section 6 for detailed instruction).

1 LS

1.21 – FIRE SUPPRESSION

39 36 5 concealed sprinkler heads with ten (10) feet of branch pipe per head. This allowance will only be used after the fire protection shop drawings have been approved, and it is determined, in the opinion of the Local Fire

Marshal or other governing authorities, that additional sprinkler heads are required. This allowance does not relieve the contractor of a complete engineered/approved code compliant design

5 EA

40 - $10,000 lump sum allowance for additional modifications to the fire protection system due to coordination or existing conditions beyond what can be inferred by the Contract

Documents.

1 LS

1.22 – PLUMBING

41 - $20,000 lump sum allowance for additional modifications to the plumbing systems due to coordination or existing conditions beyond what can be inferred by the Contract

Documents.

1 LS

1.23 – HVAC

42 - $40,000 lump sum allowance for additional modifications to the HVAC systems due to coordination or existing conditions beyond what can be inferred by the Contract

Documents.

1 LS

43 - $40,000 lump sum allowance to pay for fuel consumption for the temporary heat system described in Section 01 5000

1 LS

1.26 – ELECTRICAL

44 - $25,000 lump sum allowance for additional modifications to the electrical systems due to coordination or existing conditions beyond what can be inferred by the Contract

Documents.

1 LS

45 - $40,000 lump sum allowance to pay for utility company charges.

1 LS

BOWERS ELEMENTARY SCHOOL

ALLOWANCES 012100-4

Procedure

1. When an allowance stipulates a given quantity, the allowance will be calculated as required by the unit price listed in the Form of Proposal. This unit price will be used to establish the allowance amount to be included in the Payment Application Schedule of Values and to adjust the allowance amount up or down by Change Order.

2. Overhead and profit for any and all allowances shall be included in the unit cost or unit labor rates used to derive the allowance value. The total cost of the allowance must be included in the base bid of the trade contractor responsible for the allowance.

3. The trade contractor shall include a separate line item for each allowance on their Schedule of Values and will be allowed to bill under these line items only when approved by the Construction Manager/Owner.

4. When the trade contractor is directed by the Construction Manager to perform work under one of the assigned allowances, the trade contractor shall perform this work on a time and material basis. Any Time and Material slip brought forth as a result of the aforementioned directive will only be considered when the work on the said slip has been previously authorized in writing by the Construction Manager. Each

Time and Material slip is to be presented by the trade contractor to the Construction Manager on the same day the work was performed on the said slip. T&M slips submitted later than the day the work was performed will not be accepted. There are no exceptions. If the work requested spans a period greater than one day, then a separate T&M slip is required for each day.

5. When completing tickets for time and material work, the trade contractor shall not include line items for small tools. A small tool shall be defined as a tool with a replacement value of $1,000.00 or less and shall include tools used on a daily basis in the normal performance of their work, (e.g. extension cords, ladders, hoses, etc.). Any specific equipment rented for the time and material work can and must be identified on the time and material ticket in order to be included for compensation.

6. The trade contractor shall submit a PCO along with their pencil application for the billing period in which the work was done, or within 20 days of when the work was performed, whichever occurs first. PCO should have signed time and material sheets, and material and rental invoices associated with the work identified on the time and material ticket(s).

7. When completing the time and material PCO, the trade contractor shall not include costs for incidental items such as small tools, as-builts, cleanup, safety, etc. These items are to be included in the allowance unit cost.

8. A single change order will be issued at project close-out to credit any unused portion of the allowance and document the scope of work performed.

END OF SECTION

BOWERS ELEMENTARY SCHOOL

ALLOWANCES 012100-5

SUBSTITUTION PROCEDURES

012500 - 1

SECTION 012500 - SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Requirements:

1. Division 01 Section "Allowances" for products selected under an allowance.

2. Division 01 Section "Alternates" for products selected under an alternate.

3. Division 01 Section "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.

1.3 DEFINITIONS

A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner.

1.4 ACTION SUBMITTALS

A. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Documentation: Show compliance with requirements for substitutions and the following, as applicable:

a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable.

b. Coordination information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors, that will be necessary to accommodate proposed substitution.

012500 - 2

c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable Specification Section.

Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.

d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

e. Samples, where applicable or requested.

f. Certificates and qualification data, where applicable or requested.

g. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners.

h. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.

i. Detailed comparison of Contractor's construction schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.

j. Cost information, including a proposal of change, if any, in the Contract Sum.

k. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.

l. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

2. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within 15 days of receipt of a request for substitution.

Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.

a. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated.

1.5 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.

1.6 PROCEDURES

A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.

012500 - 3

PART 2 - PRODUCTS

2.1 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 21 days prior to time required for preparation and review of related submittals.

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution is consistent with the Contract Documents and will produce indicated results.

b. Requested substitution provides sustainable design characteristics that specified product provided.

c. Substitution request is fully documented and properly submitted.

d. Requested substitution will not adversely affect Contractor's construction schedule.

e. Requested substitution has received necessary approvals of authorities having jurisdiction.

f. Requested substitution is compatible with other portions of the Work.

g. Requested substitution has been coordinated with other portions of the Work.

h. Requested substitution provides specified warranty.

i. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

B. Substitutions for Convenience:

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations.

b. Requested substitution does not require extensive revisions to the Contract Documents.

c. Requested substitution is consistent with the Contract Documents and will produce indicated results.

d. Requested substitution provides sustainable design characteristics that specified product provided.

e. Substitution request is fully documented and properly submitted.

f. Requested substitution will not adversely affect Contractor's construction schedule.

g. Requested substitution has received necessary approvals of authorities having jurisdiction.

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h. Requested substitution is compatible with other portions of the Work.

i. Requested substitution has been coordinated with other portions of the Work.

j. Requested substitution provides specified warranty.

k. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

PART 3 - EXECUTION (Not Used)

END OF SECTION 012500

PAYMENT PROCEDURES 012900 - 1

SECTION 012900 - PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements necessary to prepare and process Applications for Payment.

1.2 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's construction schedule.

1. Coordinate line items in the schedule of values with other required administrative forms and schedules, including the following:

a. Application for Payment forms with continuation sheets.

b. Submittal schedule.

c. Items required to be indicated as separate activities in Contractor's construction schedule.

2. Submit the schedule of values to Architect through Construction Manager at earliest possible date but no later than seven days before the date scheduled for submittal of initial Applications for Payment.

B. Format and Content:

1. Identification: Include the following Project identification on the schedule of values:

a. Project name and location.

b. Contractor's name and address.

c. Date of submittal.

2. Arrange schedule of values consistent with format of AIA Document G703.

3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports.

4. Round amounts to nearest whole dollar; total shall equal the Contract Sum.

5. Provide a separate line item in the schedule of values for each part of the Work where

Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.

6. Provide separate line items in the schedule of values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work.

7. Each item in the schedule of values and Applications for Payment shall be complete.

Include total cost and proportionate share of general overhead and profit for each item.

PAYMENT PROCEDURES 012900 - 2

a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the schedule of values or distributed as general overhead expense, at Contractor's option.

8. Schedule Updating: Update and resubmit the schedule of values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum.

1.3 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and Construction Manager and paid for by Owner.

1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements.

B. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction work covered by each Application for Payment is the period indicated in the Agreement.

C. Application for Payment Forms: Use AIA Document G702/CMa and AIA Document G703 as form for Applications for Payment.

D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Construction Manager will return incomplete applications without action.

1. Entries shall match data on the schedule of values and Contractor's construction schedule.

Use updated schedules if revisions were made.

2. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application.

E. Transmittal: Submit three signed and notarized original copies of each Application for Payment to Construction Manager by a method ensuring receipt. One copy shall include waivers of lien and similar attachments if required.

1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application.

F. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from entities lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered by the payment.

1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item.

2. When an application shows completion of an item, submit conditional final or full waivers.

3. Owner reserves the right to designate which entities involved in the Work must submit waivers.

4. Waiver Forms: Submit executed waivers of lien on forms acceptable to Owner.

PAYMENT PROCEDURES 012900 - 3

G. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:

1. List of subcontractors.

2. Schedule of values.

3. Contractor's construction schedule (preliminary if not final).

4. List of Contractor's principal consultants.

5. Copies of building permits.

6. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work.

H. Application for Payment at Substantial Completion: After Architect issues the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete.

1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.

2. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work.

I. Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:

1. Evidence of completion of Project closeout requirements.

2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid.

3. Updated final statement, accounting for final changes to the Contract Sum.

4. AIA Document G706-1994, "Contractor's Affidavit of Payment of Debts and Claims."

5. AIA Document G706A-1994, "Contractor's Affidavit of Release of Liens."

6. AIA Document G707-1994, "Consent of Surety to Final Payment."

7. Evidence that claims have been settled.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 012900

PROJECT MANAGEMENT AND COORDINATION

013100 - 1

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. General coordination procedures.

2. Coordination drawings.

3. Requests for Information (RFIs).

4. Project meetings.

B. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor.

C. Related Requirements:

1. Division 01 Section "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule.

2. Division 01 Section "Execution" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

3. Division 01 Section "Closeout Procedures" for coordinating closeout of the Contract.

4. Division 01 Section "General Commissioning Requirements" for coordinating the Work with Owner's Commissioning Authority.

1.3 DEFINITIONS

A. RFI: Request from Owner, Architect, or Contractor seeking information required by or clarifications of the Contract Documents.

1.4 INFORMATIONAL SUBMITTALS

A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:

1. Name, address, and telephone number of entity performing subcontract or supplying products.

2. Number and title of related Specification Section(s) covered by subcontract.

013100 - 2

B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home, office, and cellular telephone numbers and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.

1. Post copies of list in project meeting room, in temporary field office, on Project Web site, and by each temporary telephone. Keep list current at all times.

1.5 GENERAL COORDINATION PROCEDURES

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. Coordination: Each contractor shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work.

Each contractor shall coordinate its operations with operations, included in different Sections, that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components with other contractors to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

C. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required.

D. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's construction schedule.

013100 - 3

2. Preparation of the schedule of values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

8. Startup and adjustment of systems.

1.6 COORDINATION DRAWINGS

A. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual Sections, and additionally where installation is not completely shown on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.

1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:

a. Use applicable…