project manual volume i - pix.ghphipps.compix.ghphipps.com/projects/2015/15.0111/projdocs/01 -...

(East Campus Housing)

DOCUMENT 000101 - PROJECT TITLE PAGE

PROJECT MANUAL VOLUME I

EAST CAMPUS HOUSING

COLORADO COLLEGE

Colorado Springs, Colorado HEWV Project No. 15018.00

Architect:

HANBURY EVANS WRIGHT VLATTAS + COM PANY

Norfolk, Virginia757.321.9600

Landscape Architect:

N.E.S., INC

Colorado Springs, Colorado719.471.0073

Civil Engineer:

CLASSIC C ONSULTING ENGINEERS AND SURVEYORS, LLC


Structural Engineer:

MARTIN M ARTIN CONSULTING ENGINEERS

Lakewood, Colorado

Electrical Engineer:

303.431.6100

AE ASSOCIATES, INC.

Colorado Springs, Colorado

719.262.9430

Plumbing and Mechanical Engineer:

COLORADO COLLEGE FACILITIES SERVICES


Issued: July 15, 2016

Copyright 2016 Hanbury Evans Wright Vlattas + Company. All rights reserved. END OF DOCUMENT 000101

DOCUMENT 000101 - PROJECT TITLE PAGE

1.1 PROJECT MANUAL

A. Project Name: East Campus Housing

B. Owner: Colorado College

C. Project Location: Colorado Springs, CO

D. Architect Project No. 15018.00.

E. Architect: Hanbury Evans Wright Vlattas.

F. Architect Address: 120 Atlantic Street, Norfolk, VA 23510.

G. Architect Phone: (757) 321-9600

H. Issued: July 15, 2016

I. Copyright 2016 Hanbury Evans Wright Vlattas. All rights reserved.

END OF DOCUMENT 000101

Hanbury Evans Wright Vlattas + CompanyPROJECT TITLE PAGE 000101 - 1

(East Campus Housing Colorado College, Colorado Springs, CO Hanbury Evans Project No. 15018.007/15/2016)

DOCUMENT 000102 - TABLE OF CONTENTS

VOLUME I

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

000101......................PROJECT TITLE PAGE

000102......................TABLE OF CONTENTS

000107......................SEALS PAGE

000115......................LIST OF DRAWING SHEETS

002600......................PROCUREMENT SUBSTITUTION PROCEDURES

003113......................PRELIMINARY SCHEDULE

003119......................EXISTING CONDITION INFORMATION

003132......................GEOTECHNICAL DATA

004321......................ALLOWANCE FORM

004322......................UNIT PRICES FORM

004323......................ALTERNATES FORM

004373......................PROPOSED SCHEDULE OF VALUES FORM

006000......................PROJECT FORMS

DIVISION 01 - GENERAL REQUIREMENTS

011000......................SUMMARY

012100......................ALLOWANCES

012200......................UNIT PRICES

012300......................ALTERNATES

012500......................SUBSTITUTION PROCEDURES

012600......................CONTRACT MODIFICATION PROCEDURES

012900......................PAYMENT PROCEDURES

013100......................PROJECT MANAGEMENT AND COORDINATION

013200......................CONSTRUCTION PROGRESS DOCUMENTATION

013233......................PHOTOGRAPHIC DOCUMENTATION

013300......................SUBMITTAL PROCEDURES

014000......................QUALITY REQUIREMENTS

014200......................REFERENCES

015000......................TEMPORARY FACILITIES AND CONTROLS

015639......................TEMPORARY TREE AND PLANT PROTECTION

016000......................PRODUCT REQUIREMENTS

017300......................EXECUTION

017419......................CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

017700......................CLOSEOUT PROCEDURES

017823......................OPERATION AND MAINTENANCE DATA

017839......................PROJECT RECORD DOCUMENTS

017900......................DEMONSTRATION AND TRAINING

019000......................DESIGN SELECTION SUMMARY

DIVISION 02 - EXISTING CONDITIONS (Not Used) DIVISION 03 - CONCRETE

033000......................CAST-IN-PLACE CONCRETE

033543......................SPECIAL CONCRETE FINISHING AND STAINING

035413......................GYPSUM CEMENT UNDERLAYMENT


(Hanbury Evans Wright Vlattas + Company) (TABLE OF CONTENTSTOC - 1)

DIVISION 04 - MASONRY

042010......................REINFORCED UNIT MASONRY

042613......................MASONRY VENEER

044313.13.................ANCHORED STONE MASONRY VENEER

047200......................CAST STONE MASONRY

DIVISION 05 - METALS

051200......................STRUCTURAL STEEL FRAMING

055000......................METAL FABRICATIONS

055113......................METAL PAN STAIRS

057100......................DECORATIVE METAL STAIRS

057300......................DECORATIVE METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

061000......................ROUGH CARPENTRY

061053......................MISCELLANEOUS ROUGH CARPENTRY

061516......................WOOD ROOF DECKING

061600......................SHEATHING

061753......................SHOP FABRICATED WOOD TRUSSES

061800......................GLUED LAMINATED CONSTRUCTION

062023......................INTERIOR FINISH CARPENTRY

064116......................PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS

064300......................WOOD STAIRS AND RAILINGS

066500......................SIMULATED WOOD TRIM

067320......................COMPOSITE DECKING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

071113......................BITUMINOUS DAMPROOFING

071316......................SELF-ADHERING COAL TAR ELASTOMERIC (CTEM) SHEET WATERPROOFING

072100......................THERMAL INSULATION

072715......................NONBITUMINOUS SELF-ADHERING SHEET AIR BARRIERS

073113......................ASPHALT SHINGLES

074113.16.................STANDING-SEAM METAL ROOF PANELS

074646......................FIBER-CEMENT SIDING

075113......................BUILT-UP ASPHALT ROOFING

076200......................SHEET METAL FLASHING AND TRIM

077200......................ROOF ACCESSORIES

077253......................SNOW GUARDS

078413......................PENETRATION FIRESTOPPING

078443......................JOINT FIRESTOPPING

079200......................JOINT SEALANTS

DIVISION 08 OPENINGS

081113......................HOLLOW METAL DOORS AND FRAMES

081416......................FLUSH WOOD DOORS

083613......................SECTIONAL DOORS

084113......................ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

085413......................FIBERGLASS WINDOWS

087100......................DOOR HARDWARE

088000......................GLAZING

088300......................MIRRORS

088813......................FIRE-RESISTANT GLAZING

089119......................FIXED LOUVERS

DIVISION 09 - FINISHES

092116.23.................GYPSUM BOARD SHAFT WALL ASSEMBLIES

092216......................NON-STRUCTURAL METAL FRAMING

092900......................GYPSUM BOARD

093013......................CERAMIC TILING

095113......................ACOUSTICAL PANEL CEILINGS

096513......................RESILIENT BASE AND ACCESSORIES

096519......................RESILIENT TILE FLOORING

096813......................TILE CARPETING

099113......................EXTERIOR PAINTING

099123......................INTERIOR PAINTING

099300......................STAINING AND TRANSPARENT FINISHING

099600......................HIGH-PERFORMANCE COATINGS

DIVISION 10 SPECIALTIES

102113.17.................TOILET COMPARTMENTS

102800......................TOILET, BATH AND LAUNDRY ACCESSORIES

104413......................FIRE EXTINGUISHER CABINETS

104416......................FIRE EXTINGUISHERS

107113......................EXTERIOR SUN CONTROL DEVICES

DIVISION 11 EQUIPMENT (Not Used) DIVISION 12 FURNISHINGS

122113......................HORIZONTAL LOUVER BLINDS

122413......................ROLLER WINDOW SHADES

123661.13.................CULTURED MARBLE SHOWER SURROUNDS

123661.16.................SOLID SURFACING COUNTERTOPS

129300......................SITE FURNISHINGS DIVISION 13 - SPECIAL CONSTRUCTION (Not Used) DIVISION 14 - CONVEYING EQUIPMENT

142123.16.................MACHINE-ROOM-LESS ELECTRIC TRACTION PASSENGER ELEVATORS

144200......................WHELCHAIR LIFTS


VOLUME II

DIVISION 21 FIRE SUPPRESSION (BY OWNER)

210100......................GENERAL REQUIREMENTS FOR FIRE SUPPRESSION*

210500......................BASIC MATERIALS AND METHODS FOR FIRE SUPPRESSION*

210529......................HANGERS AND SUPPORTS FOR FIRE SUPPRESSION*

210548......................VIBRATION AND SEISMIC CONTROLS FOR FIRE SUPPRESSION*

211100......................FIRE-SUPPRESSION PIPING*

DIVISION 22 PLUMBING (BY OWNER)

220001......................GENERAL PLUMBING*

220509......................BASIC PLUMBING MATERIALS AND METHODS*

220519......................METERS AND GAGES FOR PLUMBING PIPING*

220523......................GENERAL-DUTY VALVES FOR PLUMBING PIPING*

220529......................HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT*

220553......................IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT*

220719......................PLUMBING INSULATION*

221116......................DOMESTIC WATER PIPING*

221316......................SANITARY WASTE AND VENT PIPING*

221429......................PLUMBING PUMPS*

223300......................PLUMBING EQUIPMENT*

224400......................PLUMBING FIXTURES*

DIVISION 23 HVAC (BY OWNER)

230010......................GENERAL HVAC*

230011......................GENERAL HVAC (GEOTHERMAL ONLY)

230300......................ELECTRICAL PROVISIONS OF MECHANICAL WORK*

230509......................BASIC MECHANICAL MATERIALS AND METHODS FOR HVAC*

230510......................BASIC MECHANICAL MATERIALS AND METHODS FOR HVAC (GEOTHERMAL ONLY)

230517......................SLEEVES AND SLEEVE SEALS FOR HVAC PIPING

230519......................METERS AND GAGES FOR HVAC PIPING

230523......................GENERAL DUTY VALVES FOR HVAC PIPING

230529......................HANGERS AND SUPPORTS FOR HVAC PIPING*

230530......................HANGERS AND SUPPORTS FOR HVAC PIPING (GEOTHERMAL ONLY)

230553......................IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT*

230554......................IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT (GEOTHERMAL ONLY)

230593......................TESTING, ADJUSTING, AND BALANCING FOR HVAC

230713......................HVAC DUCT INSULATION*

230719......................HVAC PIPING INSULATION

230900......................BUILDING AUTOMATION SYSTEM*

231123......................NATURAL GAS PIPING*

232113......................HYDRONIC PIPING

232400......................GEOTHERMAL LOOP HEAT EXCHANGER PIPING

233113......................METAL DUCTS*

233300......................DUCT ACCESSORIES*

233423......................POWER AND GRAVITY VENTILATORS*

233713......................DIFFUSERS, REGISTERS AND GRILLES*

238146......................GROUND SOURCE HEAT PUMPS*

238250......................TERMINAL UNITS*

DIVISION 26 ELECTRICAL

260510......................BASIC ELECTRICAL REQUIREMENTS

260519......................CONDUCTORS AND CABLES

260520......................WIRING CONNECTIONS

260526......................GROUNDING AND BONDING

260530......................ELECTRICAL IDENTIFICATION SYSTEMS

260533......................RACEWAYS AND BOXES

260800......................TESTING

260913......................CONTROLS

260915......................DIGITAL DAYLIGHT MANAGEMENT

262420......................SERVICE AND DISTRIBUTION

262726......................WIRING DEVICES

264313.10.................SURGE SUPPRESSION

265000......................LIGHTING

DIVISIONS 28 ELECTRONIC SAFETY AND SECURITY

283100......................FIRE ALARM SYSTEM

DIVISION 29 TEMPERATURE CONTROLS

290100......................TEMPERATURE CONTROLS*

DIVISION 30 COMMISSIONING

300100......................COMMISSIONING REQUIREMENTS*

DIVISION 31 - EARTHWORK

310000......................EARTHWORK

311200......................SELECTIVE CLEARING

312200......................GRADING

312216......................FINE GRADING

312300......................EXCAVATION AND FILL

312500......................EROSION AND SEDIMENTATION CONTROLS

DIVISION 32 - EXTERIOR IMPROVEMENTS

321200......................FLEXIBLE PAVING

321300......................RIGID PAVING

321600......................CURBS, GUTTERS, SIDEWALKS, AND DRIVEWAYS

321622......................WALKS, PATIOS, AND EXTERIOR SLABS

329113......................SOIL PREPARATION

329219......................SEEDING

329223......................SODDING

329300......................PLANTS

329400......................PLANTING ACCESSORIES

DIVISION 33 - UTILITIES

330000......................UTILITIES

331000......................WATER UTILITIES

331100......................WATER UTILITY DISTRIBUTION PIPING

333000......................SANITARY SEWERAGE UTILITIES

333100......................SANITARY UTILITY SEWERAGE PIPING

334000......................STORM DRAINAGE UTILITIES

334100......................STORM UTILITY DRAINAGE PIPING

*Section to be provided at a later date (BY OWNER) END OF TABLE OF CONTENTS


DOCUMENT 000107 - SEALS PAGE

1.1 DESIGN PROFESSIONALS OF RECORD

A. Architect: Hanbury Evans Wright Vlattas + Company

1. Jane Cady Rathbone 2. ARC.00403510

3. Responsible for Divisions 01-49 Sections except where indicated as prepared by other design professionals of record.

B. Civil Engineer: Classic Consulting

1. Kyle Raye Campbell 2. PE.0029794

3. Responsible for

a.

31 00 00

EARTHWORK

b.

31 22 00

GRADING

c.

31 23 00

EXCAVATION AND FILL

d.

31 25 00

EROSION AND SEDIMENTATION CONTROLS

e.

32 12 00

FLEXIBLE PAVING

f.

32 13 00

RIGID PAVING

g.

32 16 00

CURBS, GUTTERS, SIDEWALKS, AND DRIVEWAYS

h.

33 00 00

UTILITIES

i.

33 10 00

WATER UTILITIES

j.

33 11 00

WATER UTILITY DISTRUBUTION PIPING

k.

33 30 00

SANITARY SEWERAGE UTILITIES

l.

33 31 00

SANITARY UTILTY SEWERAGE PIPING

m.

33 40 00

STORM DRAINAGE UTILITIES

n.

33 41 00

STORM UTILITY DRAINAGE PIPING

C. Landscape Architect: N.E.S., Inc.

1. Timothy Wayne Seibert 2. LA.0000302

3. Responsible for

a.

01 56 39

TEMPORARY TREE AND PLANT PROTECTION

b.

12 93 00

SITE FURNISHINGS

c.

31 12 00

SELECTIVE CLEARING

d.

31 22 16

FINE GRADING

e.

32 16 22

WALKS, PATIOS, AND EXTERIOR SLABS

f.

32 80 00

IRRIGATION

g.

32 91 13

SOIL PREPARATION

h.

32 92 19

SEEDING

i.

32 92 23

SODDING

j.

32 93 00

PLANTS

k.

32 94 00

PLANTING ACCESSORIES

(Hanbury Evans Wright Vlattas + Company) (SEALS PAGE 000107 - 1)

D. Structural Engineer: Martin/Martin, Inc.

1. Paul Doak 2. PE.0024585

3. Responsible for:

a. 03 30 00 Cast-in-place Concrete

b. 04 20 10 Reinforced Masonry

c. 05 12 00 Structural Steel Framing

d. 06 10 00 Rough Carpentry

e. 06 16 00 Sheathing

f. 06 18 00 Glued Laminated Construction

g. 061753 SHOP FABRICATED WOOD TRUSSES

E. Plumbing Engineer (by Owner):

1. Michael R Brubaker 2. PE.0048257

3. Responsible for:

a. 22 00 01GENERAL PLUMBING

b. 22 05 09BASIC PLUMBING MATERIALS AND METHODS

c. 22 05 19METERS AND GAGES FOR PLUMBING PIPING

d. 22 05 23GENERAL-DUTY VALVES FOR PLUMBING PIPING

e. 22 05 29HANGERSANDSUPPORTSFORPLUMBINGPIPINGAND EQUIPMENT

f.

22 05 53

IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

g.

22 07 19

PLUMBING INSULATION

h.

22 11 16

DOMESTIC WATER PIPING

i.

22 13 16

SANITARY WASTE AND VENT PIPING

j.

22 14 29

PLUMBING PUMPS

k.

22 33 00

PLUMBING EQUIPMENT

l.

22 44 00

PLUMBING FIXTURES

F. HVAC Engineer (by Owner):

1. Michael R Brubaker 2. PE.0048257

3. Responsible for:

a. 23 00 10A GENERAL HVAC

b. 23 00 10B GENERAL HVAC

c. 23 03 00ELECTRICALPROVISIONSOFMECHANICALWORKAND MECHANICAL PROVISIONS OF ELECTRICAL WORK

d.

23 05 09A

BASIC MECHANICAL MATERIALS AND METHODS

e.

23 05 09B

BASIC MECHANICAL MATERIALS AND METHODS

f.

23 05 17

SLEEVES AND SLEEVE SEALS FOR HVAC PIPING

g.

23 05 19

METERS AND GAGES FOR HVAC PIPING

h.

23 05 23

GENERAL DUTY VALVES FOR HVAC PIPING

i.

23 05 29A

HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

j.

23 05 29B

HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

k.

23 05 53A

IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

l.

23 05 53B

IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT


m.

23 05 93

TESTING, ADJUSTING AND BALANCING FOR HVAC

n.

23 07 19A

HVAC DUCT INSULATION

o.

23 07 19B

HVAC PIPING INSULATION

p.

23 09 00

BUILDING AUTOMATION SYSTEM

q.

23 21 13

HYDRONIC PIPING

r.

23 24 00

GEOTHERMAL LOOP HEAT EXCHANGER PIPING

s.

23 31 13

METAL DUCTS

t.

23 33 00

DUCT ACCESSORIES

u.

23 34 23

POWER AND GRAVITY VENTILATORS

v.

23 37 13

DIFFUSERS, REGISTERS AND GRILLES

w.

23 81 46

GROUND SOURCE HEAT PUMPS

x.

23 82 50

TERMINAL UNITS

G. Electrical Engineer:

1. Roderick Maurice Roche 2. PE.0039638

3. Responsible for

a. 260500.10 Basic Electrical Requirements

b. 260500.20 Wiring Connections

c. 260500.30 Electrical Identification Systems

d. 260519.00 Conductors and Cables

e. 260526.00 Grounding and Bonding

f. 260533.00 Raceways and Boxes g. 260800.00 Testing

h. 260913.00 Controls

i. 260915.00 Digital Daylight Management

j. 262400.20 Service and Distribution

k. 262726.00 Wiring Devices

l. 264313.10 Surge Suppression

m. 265000.00 Lighting

n. 283100.10 Fire Alarm END OF DOCUMENT 000107

DOCUMENT 000115 - LIST OF DRAWING SHEETS

1.1 LIST OF DRAWINGS

A. Drawings: Drawings consist of the Contract Drawings and other drawings listed on the Table of Contents page of the separately bound drawing set titled ISSUE FOR PERMIT dated JULY 15, 2016 as modified by subsequent Addenda and Contract modifications.


(Hanbury Evans Wright Vlattas + Company) (LIST OF DRAWING SHEETS000115 - 1)

DOCUMENT 002600 - PROCUREMENT SUBSTITUTION PROCEDURES

1.1 DEFINITIONS

A. Procurement Substitution Requests: Requests for changes in products, materials, equipment, and methods of construction from those indicated in the Procurement and Contracting Documents, submitted prior to receipt of bids.

B. Substitution Requests: Requests for changes in products, materials, equipment, and methods of construction from those indicated in the Contract Documents, submitted following Contract award. See Section 012500 "Substitution Procedures" for conditions under which Substitution requests will be considered following Contract award.

1.2 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.

1.3 PROCUREMENT SUBSTITUTIONS

A. Procurement Substitutions, General: By submitting a bid, the Bidder represents that its bid is based on materials and equipment described in the Procurement and Contracting Documents, including Addenda. Bidders are encouraged to request approval of qualifying substitute materials and equipment when the Specifications Sections list materials and equipment by product or manufacturer name.

B. Procurement Substitution Requests will be received and considered by Owner when the following conditions are satisfied, as determined by Architect; otherwise requests will be returned without action:

1. Extensive revisions to the Contract Documents are not required.

2. Proposed changes are in keeping with the general intent of the Contract Documents, including the level of quality of the Work represented by the requirements therein.

3. The request is fully documented and properly submitted.

1.4 SUBMITTALS

A. Procurement Substitution Request: Submit to Architect.

B. Procurement Substitution Request must be made in writing by prime contract Bidder only in compliance with the following requirements:

1. Requests for substitution of materials and equipment will be considered if received no later than 10 days prior to date of bid opening.

2. Submittal Format: Submit one electronic copy of each written Procurement Substitution Request, using CSI Substitution Request Form 1.5C.

3. Submittal Format: Submit Procurement Substitution Request, using format provided on Project Web site.

a. Identify the product or the fabrication or installation method to be replaced in each request. Include related Specifications Sections and drawing numbers.

b. Provide complete documentation on both the product specified and the proposed substitute, including the following information as appropriate:

(Hanbury Evans Wright Vlattas + Company) (PROCUREMENT SUBSTITUTION PROCEDURES002600 - 1)

1) Point-by-point comparison of specified and proposed substitute product data, fabrication drawings, and installation procedures.

2) Copies of current, independent third-party test data of salient product or system characteristics.

3) Samples where applicable or when requested by Architect.

4) Detailed comparison of significant qualities of the proposed substitute with those of the Work specified. 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.

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

6) Research reports, where applicable, evidencing compliance with building code in effect for Project, from ICC-ES.

7) Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Owner and separate contractors, which will become necessary to accommodate the proposed substitute.

c. Provide certification by manufacturer that the substitute proposed is equal to or superior to that required by the Procurement and Contracting Documents, and that its in-place performance will be equal to or superior to the product or equipment specified in the application indicated.

d. Bidder, in submitting the Procurement Substitution Request, waives the right to additional payment or an extension of Contract Time because of the failure of the substitute to perform as represented in the Procurement Substitution Request.

C. Architect's Action:

1. Architect may request additional information or documentation necessary for evaluation of the Procurement Substitution Request. Architect will notify all bidders of acceptance of the proposed substitute by means of an Addendum to the Procurement and Contracting Documents.

D. Architect's approval of a substitute during bidding does not relieve Contractor of the responsibility to submit required shop drawings and to comply with all other requirements of the Contract Documents.


DOCUMENT 003113 - PRELIMINARY SCHEDULE

1.1 PROJECT SCHEDULE

A. This Document with its referenced attachments is part of the Procurement and Contracting Requirements for Project. They provide Owner's information for Bidders' convenience and are intended to supplement rather than serve in lieu of Bidders' own investigations. They are made available for Bidders' convenience and information, but do not affect Contract Time requirements. This Document and its attachments are not part of the Contract Documents.

B. Available Project information includes the following:

1. Project Schedule.

C. Project schedule including design and construction milestones and Owner's occupancy requirements is as follows:

1. Issue for Permit July 15, 2016

2. Owner occupancy July 1, 2017

D. Related Requirements:

1. Document 004123 "Bid Form - Construction Management (Single-Prime Contract)" for Contract Time.

2. Section 011000 "Summary" for phased construction requirements.

3. Section 013200 "Construction Progress Documentation" for Contractor's construction schedule requirements.


(Hanbury Evans Wright Vlattas + Company) (PRELIMINARY SCHEDULE003113 - 1)

DOCUMENT 003119 - EXISTING CONDITION INFORMATION

1.1 EXISTING CONDITION INFORMATION

A. This Document with its referenced attachments is part of the Procurement and Contracting Requirements for Project. They provide Owner's information for Bidders' convenience and are intended to supplement rather than serve in lieu of the Bidders' own investigations. They are made available for Bidders' convenience and information, but are not a warranty of existing conditions. This Document and its attachments are not part of the Contract Documents.

B. Survey information that includes information on existing conditions, prepared by Classic Consulting Engineers and Surveyors, dated October 21, 2015 is available for viewing at the office of the owner.

C. Related Requirements:

1. Document 002113 "Instructions to Bidders" for the Bidder's responsibilities for examination of Project site and existing conditions.

2. Document 003132 "Geotechnical Data" for reports and soil-boring data from geotechnical investigations that are made available to bidders.


(Hanbury Evans Wright Vlattas + Company) (EXISTING CONDITION INFORMATION003119 - 1)

DOCUMENT 003132 - GEOTECHNICAL DATA

1.1 GEOTECHNICAL DATA

A. This Document with its referenced attachments is part of the Procurement and Contracting Requirements for Project. They provide Owner's information for Bidders' convenience and are intended to supplement rather than serve in lieu of Bidders' own investigations. They are made available for Bidders' convenience and information, but are not a warranty of existing conditions. This Document and its attachments are not part of the Contract Documents.

B. Soil-boring data for Project, obtained by Entech Engineering, Inc, dated November 25, 2015, is available for viewing at the office of Owner.

C. A geotechnical investigation report for Project, prepared by by Entech Engineering, Inc, dated November 25, 2015, is available for viewing at the office of Owner.

D. Related Requirements:

1. Document 002113 "Instructions to Bidders" for the Bidder's responsibilities for examination of Project site and existing conditions.

2. Document 003119 "Existing Condition Information" for information about existing conditions that is made available to bidders.


(Hanbury Evans Wright Vlattas + Company) (GEOTECHNICAL DATA003132 - 1)

DOCUMENT 004321 - ALLOWANCE FORM

1.1 BID INFORMATION

A. Bidder: .

B. Project Name: East Campus Housing

C. Project Location: Colorado Springs, Colorado.

D. Owner: Colorado Springs.

E. Architect: Hanbury Evans Wright Vlattas

F. Architect Project Number: 15018.00

G. Construction Manager: GH Phipps Construction

1.2 BID FORM SUPPLEMENT

A. This form is required to be attached to the Bid Form.

B. The undersigned Bidder certifies that Base Bid submission to which this Bid Supplement is attached includes those allowances described in the Contract Documents and scheduled in Section 012100 "Allowances."

1.3 SUBMISSION OF BID SUPPLEMENT

A. Respectfully submitted this day of , 2016.

B. SubmittedBy: (Insertnameofbiddingfirmor corporation).

C. Authorized Signature: (Handwritten signature).

D. Signed By: (Type or print name).

E. Title: (Owner/Partner/President/Vice President).


Hanbury Evans Wright Vlattas + CompanyALLOWANCE FORM

(004321 - 1)

DOCUMENT 004322 - UNIT PRICES FORM

1.1 BID INFORMATION

A. Bidder: .









B. The undersigned Bidder proposes the amounts below be added to or deducted from the Contract Sum on performance and measurement of the individual items of Work and for adjustment of the quantity given in the Unit-Price Allowance for the actual measurement of individual items of the Work.

C. If the unit price does not affect the Work of this Contract, the Bidder shall indicate "NOT APPLICABLE."

1.3 UNIT PRICES

A. Unit-Price No. 1: Removal of unsatisfactory soil and replacement with satisfactory soil material.

1. Dollars ($ ) per unit.

B. Unit-Price No. 2: Rock excavation and replacement with satisfactory soil material.


C. Unit-Price No. 3: Cutting and patching of concrete floor slabs.


D. Unit-Price No. 4: Miscellaneous and structural steel.


E. Unit-Price No. 5: Elevator jack hole rock.


F. Unit-Price No. : .

(Hanbury Evans Wright Vlattas + Company) (UNIT PRICES FORM004322 - 1)




B. Submitted By: (Insert name of bidding firm or corporation).





DOCUMENT 004323 - ALTERNATES FORM

1.1 BID INFORMATION

A. Bidder: .









1.3 DESCRIPTION

A. The undersigned Bidder proposes the amount below be added to or deducted from the Base Bid if particular alternates are accepted by Owner. Amounts listed for each alternate include costs of related coordination, modification, or adjustment.

1. Cost-Plus-Fee Contract: Alternate price given below includes adjustment to Contractor's Fee.

B. If the alternate does not affect the Contract Sum, the Bidder shall indicate "NO CHANGE."

C. If the alternate does not affect the Work of this Contract, the Bidder shall indicate "NOT APPLICABLE."

D. The Bidder shall be responsible for determining from the Contract Documents the affects of each alternate on the Contract Time and the Contract Sum.

E. Owner reserves the right to accept or reject any alternate, in any order, and to award or amend the Contract accordingly within 60 days of the Notice of Award unless otherwise indicated in the Contract Documents.

F. Acceptance or non-acceptance of any alternates by the Owner shall have no affect on the Contract Time unless the "Schedule of Alternates" Article below provides a formatted space for the adjustment of the Contract Time.

(East Campus Housing Colorado College, Colorado Springs, CO Hanbury Evans Project No. 15018.007/152016)

(Hanbury Evans Wright Vlattas + Company) (ALTERNATES FORM004323 - 1)

1.4 SCHEDULE OF ALTERNATES

A. Alternate No. : :

1. ADD DEDUCT NO CHANGE NOT APPLICABLE . 2.

($ ).

Dollars

3. ADD DEDUCT calendar days to adjust the Contract Time for this alternate.



B. Submitted By: (Name of bidding firm or corporation).





7/15/2016

DOCUMENT 004373 - PROPOSED SCHEDULE OF VALUES FORM


A. A completed Proposed Schedule of Values form is required to be attached to the Bid Form.

1.2 PROPOSED SCHEDULE OF VALUES FORM

A. Proposed Schedule of Values Form: Provide a breakdown of the bid amount, including alternates, in enough detail to facilitate continued evaluation of bid. Coordinate with the Project Manual table of contents. Provide multiple line items for principal material and subcontract amounts in excess of five percent of the Contract Sum.

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

1. Copies of AIA standard forms may be obtained from the American Institute of Architects; http://www.aia.org/contractdocs/purchase/index.htm; [email protected]; (800) 942- 7732.


(East Campus Housing Colorado College, Colorado Springs, CO Hanbury Evans Project No. 15018.00)

(Hanbury Evans Wright Vlattas + Company) (PROPOSED SCHEDULE OF VALUES FORM004373 - 1)

DOCUMENT 006000 - PROJECT FORMS

1.1 FORM OF AGREEMENT AND GENERAL CONDITIONS

A. The following form of Owner/Contractor Agreement and form of the General Conditions shall be used for Project:

1. AIA Document A133, "Standard Form of Agreement between Owner and Contractor, Construction Manager as Constructor, Guaranteed Maximum Price."

a. The General Conditions for Project are AIA Document A201, "General Conditions of the Contract for Construction."

2. The General Conditions are incorporated by reference.

3. The Supplementary Conditions for Project are incorporated into a modified copy of the General Conditions included in the Project Manual.

4. Owner's document(s) bound following this Document.

1.2 ADMINISTRATIVE FORMS

A. Administrative Forms: Additional administrative forms are specified in Division 01 General Requirements.

B. Copies of AIA standard forms may be obtained from the American Institute of Architects; http://www.aia.org/contractdocs/purchase/index.htm; [email protected]; (800) 942- 7732.

C. Preconstruction Forms:

1. Form of Performance Bond and Labor and Material Bond: AIA Document A312, "Performance Bond and Payment Bond."

2. Form of Certificate of Insurance: AIA Document G715, "Supplemental Attachment for ACORD Certificate of Insurance 25-S."

D. Information and Modification Forms:

1. Form for Requests for Information (RFIs): AIA Document G716, "Request for Information (RFI)."

2. Form of Request for Proposal: AIA Document G709, "Work Changes Proposal Request."

3. Change Order Form: AIA Document G701, "Change Order."

4. Form of Architect's Memorandum for Minor Changes in the Work: AIA Document G707, "Architect's Supplemental Instructions."

5. Form of Change Directive: AIA Document G714, "Construction Change Directive."


(Hanbury Evans Wright Vlattas + Company) (PROJECT FORMS006000 - 1)

E. Payment Forms:

1. Schedule of Values Form: AIA Document G703, "Continuation Sheet."

2. Payment Application: AIA Document G702/703, "Application and Certificate for Payment and Continuation Sheet."

3. Form of Contractor's Affidavit: AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims."

4. Form of Affidavit of Release of Liens: AIA Document G706A, "Contractor's Affidavit of Payment of Release of Liens."

5. Form of Consent of Surety: AIA Document G707, "Consent of Surety to Final Payment." END OF DOCUMENT 006000

SECTION 011000 SUMMARY PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Access to site.

4. Work restrictions.

5. Specification and Drawing conventions.

B. Related Requirements:

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

1.2 PROJECT INFORMATION

A. Project Identification: East Campus Housing.

1. Project Location:

a. Legal Description: Lots 1 thru 4 inclusive, in block 207, in addition no. 1 to the town of Colorado Springs, County of El Paso, Colorado, recorded in plat book A, at page 7, records of El Paso County, Colorado.

b. Together with that portion of San Rafael Street between Nevada Avenue and Weber Street and the 20 foot alley in block 207 in addition no. 1 to the town of Colorado springs, County of El Paso, Colorado, recorded in plat book A, at page 7, records of El Paso County, Colorado, all as vacated by ordinance no. 97-193 recorded December 30, 1997 under reception no. 097152309 and ordinance no. 06-64 recorded September 22, 2006 under reception no. 206141287.

c. Containing a calculated area of 4.599 acres.

B. Owner: Colorado College, 1125 Glen Avenue, Colorado Springs, CO 80905

1. Owner's Representative: Will Wise; (719) 492-4733.

C. Architect: Hanbury Evans Wright Vlattas; Becky Ensogna (757) 321-9692.

D. Construction Manager: GH Phipps; Tyler Read (719) 667-8521.

E. Web-Based Project Software: Project software administered by Architect will be used for purposes of managing communication and documents during the construction stage.

1. See Section 013100 "Project Management and Coordination." for requirements for using web-based Project software.


(Hanbury Evans Wright Vlattas + Company) (SUMMARY 011000 - 1)

1.3 WORK COVERED BY CONTRACT DOCUMENTS

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

1. The East Campus Housing project will be constructed on a 4.5 acre site located in Colorado Springs on the campus of Colorado College. The site is located on the block bounded by Nevada Avenue to the West, Uintah Street to the North, Weber Street to the East and San Rafael Street to the South. The project will occupy the Western half of the block. The project includes apartment style living for 154 residents and a Community Center building (Building 1). The total building construction is 57,661 square feet.

2. The residential units are three story units with exterior entrances, and are distributed among four separate structures, in two configurations which surround a common green space: Carriage Houses (Buildings 2 and 3) and Brownstones (Buildings 4 and 5). Each residential unit will have a 4:1 bathroom ratio and full kitchen. The Community Center Building has a large social space, office and laundry facilities on the first floor and a classroom and roof terrace on the upper floor. The buildings will be served by a geo exchange/ground source heat pump system with the bore field located below the central common green area. Parking will be provided on the Eastern interior portion of the block and within the former San Rafael Street zone for a total of 124 spaces.

3. Construction shall be wood framed construction on slab on grade. Roof construction will be asphalt shingles, plywood sheathing on wood trusses. Exterior walls will be clad with brick veneer and fiber cement siding. Windows will be aluminum clad wood windows.

4. Buildings 1 and 2 will be provided with an automatic and monitored sprinkler system in accordance with section 903.3.1; NFPA 13. Buildings 3, 4, and 5 will be provided with an automatic and monitored sprinkler system in accordance with section 903.3.1; NFPA 13R. and other Work indicated in the Contract Documents.

B. Type of Contract:

1. Project will be constructed under a single prime contract.

1.4 ACCESS TO SITE

A. General: Contractor shall have full use of Project site for construction operations during construction period. Contractor's use of Project site is limited only by Owner's right to perform work or to retain other contractors on portions of Project.

1.5 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

a.m. to 6 p.m., Monday through Friday, unless otherwise indicated.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

1. Notify Owner not less than two days in advance of proposed utility interruptions.

2. Obtain Owner's written permission before proceeding with utility interruptions.

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

1.6 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:

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.

PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 011000

SECTION 012100 - ALLOWANCES PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements governing allowances.

B. Types of allowances include the following:

1. Lump-sum allowances.

2. Unit-cost allowances.

3. Quantity allowances.

4. Contingency allowances.

C. Related Requirements:

1. Section 012200 "Unit Prices" for procedures for using unit prices, including adjustment of quantity allowances when applicable.

1.2 SELECTION AND PURCHASE

A. At the earliest practical date after award of the Contract, advise Architect of the date when final selection, or purchase and delivery, of each product or system described by an allowance must be completed by the Owner to avoid delaying the Work.

B. At Architect's request, obtain proposals for each allowance for use in making final selections. Include recommendations that are relevant to performing the Work.

C. Purchase products and systems selected by Architect from the designated supplier.

1.3 ACTION SUBMITTALS

A. Submit proposals for purchase of products or systems included in allowances in the form specified for Change Orders.

1.4 INFORMATIONAL SUBMITTALS

A. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each allowance.

B. Submit time sheets and other documentation to show labor time and cost for installation of allowance items that include installation as part of the allowance.

C. Coordinate and process submittals for allowance items in same manner as for other portions of the Work.

1.5 LUMP-SUM ALLOWANCES

A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner or selected by Architect under allowance and shall include taxes, freight, and delivery to Project site.

(Hanbury Evans Wright Vlattas + Company) (ALLOWANCES012100 - 1)

B. Unless otherwise indicated, Contractor's costs for receiving and handling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials ordered by Owner or selected by Architect under allowance shall be included as part of the Contract Sum and not part of the allowance.

1.6 UNIT-COST ALLOWANCES

A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner or selected by Architect under allowance and shall include taxes, freight and delivery to Project site.


1.7 QUANTITY ALLOWANCES

A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner or selected by Architect under allowance and shall include taxes, freight and delivery to Project site.


1.8 CONTINGENCY ALLOWANCES

A. Use the contingency allowance only as directed by Architect for Owner's purposes and only by Change Orders that indicate amounts to be charged to the allowance.

B. Contractor's overhead, profit, and related costs for products and equipment ordered by Owner under the contingency allowance are included in the allowance and are not part of the Contract Sum. These costs include delivery, installation, taxes, insurance, equipment rental, and similar costs.

C. Change Orders authorizing use of funds from the contingency allowance will include Contractor's related costs and reasonable overhead and profit.

D. At Project closeout, credit unused amounts remaining in the contingency allowance to Owner by Change Order.

1.9 ADJUSTMENT OF ALLOWANCES

A. Allowance Adjustment: To adjust allowance amounts, prepare a Change Order proposal based on the difference between purchase amount and the allowance, multiplied by final measurement of work-in-place where applicable. If applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins.

1. Include installation costs in purchase amount only where indicated as part of the allowance.

2. If requested, prepare explanation and documentation to substantiate distribution of overhead costs and other markups.

3. Submit substantiation of a change in scope of Work, if any, claimed in Change Orders related to unit-cost allowances.

4. Owner reserves the right to establish the quantity of work-in-place by independent quantity survey, measure, or count.

B. Submit claims for increased costs because of a change in scope or nature of the allowance described in the Contract Documents, whether for the purchase order amount or Contractor's handling, labor, installation, overhead, and profit.

1. Do not include Contractor's or subcontractor's indirect expense in the Change Order cost amount unless it is clearly shown that the nature or extent of Work has changed from what could have been foreseen from information in the Contract Documents.

2. No change to Contractor's indirect expense is permitted for selection of higher- or lower- priced materials or systems of the same scope and nature as originally indicated.

PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement.

3.2 PREPARATION

A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work.

END OF SECTION 012100


SECTION 012200 - UNIT PRICES PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for unit prices.


1. Section 012100 "Allowances" for procedures for using unit prices to adjust quantity allowances.

1.2 DEFINITIONS

A. Unit price is an amount incorporated into the Agreement, applicable during the duration of the Work as a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Work required by the Contract Documents are increased or decreased.

1.3 PROCEDURES

A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit.

B. Measurement and Payment: See individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections.

C. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Owner's expense, by an independent surveyor acceptable to Contractor.

D. List of Unit Prices: A schedule of unit prices is included in Part 3. Specification Sections referenced in the schedule contain requirements for materials described under each unit price.


(Hanbury Evans Wright Vlattas + Company) (UNIT PRICES 012200 - 1)

SECTION 012300 - ALTERNATES PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for alternates.

1.2 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if the Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Alternates described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternates into the Work. No other adjustments are made to the Contract Sum.

1.3 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate.

B. Execute accepted alternates under the same conditions as other work of the Contract.

C. Schedule: A schedule of alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. Alternate No. 1: Attic Insulation.

1. Base Bid: as indicated on Drawings and as specified in Section 072100 Thermal Insulation.

2. Add Alternate: Provide R-50 Batt insulation in lieu of R-38 above third floor ceilings in buildings 1-5.

(Hanbury Evans Wright Vlattas + Company) (ALTERNATES 012300 - 1)

B. Alternate No. 2: Community Building Fire Place

1. Base Bid: as indicated on Drawings

2. Add Alternate: Provide gas fireplace in Multi-Purpose Room 106 of Building 1.

END OF SECTION 012300

SECTION 012500 - SUBSTITUTION PROCEDURES PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.


1. Section 016000 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.

1.2 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.

1.3 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 method cannot be provided, if applicable.

b. Coordination of 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.

c. Detailed comparison of significant qualities of proposed substitutions 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 as well as 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.

(Hanbury Evans Wright Vlattas + Company) (SUBSTITUTION PROCEDURES012500 - 1)

i. Research reports evidencing compliance with building code in effect for Project, from ICC-ES.

j. Detailed comparison of Contractor's construction schedule using proposed substitutions 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.

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

l. 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.

m. 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 seven days of receipt of a request for substitution. Architect will notify Construction Manager 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. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the Work.

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

1.4 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.

1.5 PROCEDURES

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

1.6 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 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. Substitution request is fully documented and properly submitted.

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

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

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

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

g. Requested substitution provides specified warranty.

h. 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: Architect will consider requests for substitution if received within 30 days after commencement of the Work. Requests received after that time may be considered or rejected at discretion of Architect.

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. Substitution request is fully documented and properly submitted.

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

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

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

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

i. Requested substitution provides specified warranty.

j. 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.



SECTION 012600 - CONTRACT MODIFICATION PROCEDURES PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for handling and processing Contract modifications.

1.2 MINOR CHANGES IN THE WORK

A. Architect will issue through Construction Manager supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710 or HEWV standard form.

1.3 PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

1. Work Change Proposal Requests issued by Architect are not instructions either to stop work in progress or to execute the proposed change.

2. Within 20 days, when not otherwise specified, after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.

a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

c. Include costs of labor and supervision directly attributable to the change.

d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Construction Manager.

1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.

2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Include costs of labor and supervision directly attributable to the change.

5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times,

(Hanbury Evans Wright Vlattas + Company) (CONTRACT MODIFICATION PROCEDURES012600 - 1)

and activity relationship. Use available total float before requesting an extension of the Contract Time.

6. Comply with requirements in Section 012500 "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified.

1.4 CHANGE ORDER PROCEDURES

A. On Owner's approval of a Work Change Proposal Request, Construction Manager will issue a Change Order for signatures of Owner and Contractor on AIA Document G701.

1.5 CONSTRUCTION CHANGE DIRECTIVE

A. Construction Change Directive: Construction Manager may issue a Construction Change Directive on AIA Document G714. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

1. Construction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive.

1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.

1.6 WORK CHANGE DIRECTIVE

A. Work Change Directive: Construction Manager may issue a Work Change Directive on EJCDC Document C-940 Work Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

1. Work Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the Work Change Directive.

1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.


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

2. Submit the schedule of values to Architect at earliest possible date, but no later than 14 days before the date scheduled for submittal of initial Applications for Payment.

B. Format and Content: Use Project Manual table of contents as a guide to establish line items for the schedule of values. Provide at least one line item for each Specification Section.

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

2. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Provide multiple line items for principal subcontract amounts in excess of five percent of the Contract Sum.

3. 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.

a. Differentiate between items stored on-site and items stored off-site.

4. Allowances: Provide a separate line item in the schedule of values for each allowance. Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied by measured quantity. Use information indicated in the Contract Documents to determine quantities.

5. Overhead Costs: Include total cost and proportionate share of general overhead and profit for each line item.

6. Overhead Costs: Show cost of temporary facilities and other major cost items that are not direct cost of actual work-in-place as separate line items.

7. Closeout Costs. Include separate line items under Contractor and principal subcontracts for Project closeout requirements in an amount totaling five percent of the Contract Sum and subcontract amount.

8. Schedule of Values Revisions: Revise the schedule of values when Change Orders or Construction Change Directives result in a change in the Contract Sum. Include at least one separate line item for each Change Order and Construction Change Directive.

1.3 APPLICATIONS FOR PAYMENT

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

(Hanbury Evans Wright Vlattas + Company) (PAYMENT PROCEDURES012900 - 1)

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. Payment Application Times: Submit Application for Payment to Architect by the 5th day of the month. The period covered by each Application for Payment is one month, ending on the last day of the month.

1. Submit draft copy of Application for Payment seven days prior to due date for review by Architect.

D. Application for Payment Forms: Use AIA Document G702 and AIA Document G703 as form for Applications for Payment.

E. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect 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 for work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for work completed at time of Application for Payment.

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

F. Transmittal: Submit three signed and notarized original copies of each Application for Payment to Architect by a method ensuring receipt within 24 hours. 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.

G. 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 and subcontractors, sub- subcontractors, and suppliers for construction period covered by the previous application.

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. Submit final Application for Payment with or preceded by conditional final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien.

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

H. 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. Products list (preliminary if not final).

5. Sustainable design action plans, including preliminary project materials cost data.

6. Schedule of unit prices.

7. Submittal schedule (preliminary if not final).

8. List of Contractor's staff assignments.

9. List of Contractor's principal consultants.

10. Copies of building permits.

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

12. Initial progress report.

13. Report of preconstruction conference.

14. Certificates of insurance and insurance policies.

15. Performance and payment bonds.

16. Data needed to acquire Owner's insurance.

I. 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 Certificate(s) of Substantial Completion issued previously for Owner occupancy of designated portions of the Work.

J. 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.

5. AIA Document G706A.

6. AIA Document G707.

7. Evidence that claims have been settled.

8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work.

9. Final liquidated damages settlement statement.


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. RFIs.

4. Digital project management procedures.

5. Project meetings.


1. Section 011200 "Multiple Contract Summary" for a description of the division of work among separate contracts and responsibility for coordination activities not in this Section.

2. Section 017300 "Execution" for procedures for coordinating general installation and field- engineering services, including establishment of benchmarks and control points.

3. Section 019113 "General Commissioning Requirements" for coordinating the Work with Owner's Commissioning Authority.

1.3 DEFINITIONS

A. BIM: Building Information Modeling.

B. RFI: Request for Information. Request from Owner, Construction Manager, 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, telephone number, and email address of entity performing subcontract or supplying products.

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

3. Drawing number and detail references, as appropriate, covered by subcontract.

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.

(Hanbury Evans Wright Vlattas + Company) (PROJECT MANAGEMENT AND COORDINATION013100 - 1)

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. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and scheduled 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.

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 indicated 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. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.

b. Indicate dimensions shown on Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternative sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.

B. Coordination Drawing Organization: Organize coordination drawings as follows:

1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical, plumbing, fire-protection, fire-alarm, and electrical Work. Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work.

2. Plenum Space: Indicate subframing for support of ceiling, and wall systems, mechanical and electrical equipment, and related Work. Locate components within plenums to accommodate layout of light fixtures and other components indicated on Drawings. Indicate areas of conflict between light fixtures and other components.

3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment.

Colorado College, Colorado Springs, CO Hanbury Evans Project No. 15018.00

7/15/2016

4. Structural Penetrations: Indicate penetrations and openings required for all disciplines.

5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.

6. Review: Architect will review coordination drawings to confirm that in general the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility.

C. Coordination Digital Data Files: Prepare coordination digital data files according to the following requirements:

1. File Preparation Format: Same digital data software program, version, and operating system as original Drawings.

2. File Submittal Format: Submit or post coordination drawing files using PDF format.

3. BIM File Incorporation: Construction Manager will incorporate Contractor's coordination drawing files into BIM established for Project.

4. Architect will furnish Contractor one set of digital data files of Drawings for use in preparing coordination digital data files.

a. Architect makes no representations as to the accuracy or completeness of digital data files as they relate to Drawings.

b. Digital Data Software Program: Drawings are available in Revit 2015.

c. Contractorshallexecuteadatalicensingagreementintheformof AIA Document C106.

1.7 REQUEST FOR INFORMATION (RFI)

A. General: Immediately on discovery of the need for additional information, clarification, or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.

1. Architect will return without response those RFIs submitted to Architect by other entities controlled by Contractor.

2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. Project name.

2. Project number.

3. Date.

4. Name of Contractor.

5. Name of Architect and Construction Manager.

6. RFI number, numbered sequentially.

7. RFI subject.

8. Specification Section number and title and related paragraphs, as appropriate.

9. Drawing number and detail references, as appropriate.

10. Field dimensions and conditions, as appropriate.

11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

12. Contractor's signature.

(East Campus Housing)


7/15/2016

13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

C. RFI Forms: Software-generated form with substantially the same content as indicated above, acceptable to Architect.

1. Attachments shall be electronic files in Adobe Acrobat PDF format.

2. All RFIs shall be submitted electronically via Newforma (Architect managed project web site).

D. Architect's Action: Architect will review each RFI, determine action required, and respond. Allow seven working days for Architect's response for each RFI. RFIs received by Architect after 1:00 p.m. will be considered as received the following working day.

1. The following Contractor-generated RFIs will be returned without action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for approval of Contractor's means and methods.

d. Requests for coordination information already indicated in the Contract Documents.

e. Requests for adjustments in the Contract Time or the Contract Sum.

f. Requests for interpretation of Architect's actions on submittals.

g. Incomplete RFIs or inaccurately prepared RFIs.

2. Architect's action may include a request for additional information, in which case Architect's time for response will date from time of receipt by Architect of additional information.

3. Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Section 012600 "Contract Modification Procedures."

a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Architect in writing within 10 days of receipt of the RFI response.

E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Use software log that is part of web-based Project software (Newforma).

1. Project name.

2. Name and address of Contractor.

3. Name and address of Architect and Construction Manager.

4. RFI number including RFIs that were returned without action or withdrawn.

5. RFI description.

6. Date the RFI was submitted.

7. Date Architect's response was received.

F. On receipt of Architect's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Architect within seven days if Contractor disagrees with response.

1.8 DIGITAL PROJECT MANAGEMENT PROCEDURES

A. Architect's Data Files Not Available: Architect will not provide Architect's BIM model digital data files for Contractor's use during construction.


7/15/2016

B. Use of Architect's Digital Data Files: Digital data files of Architect's BIM model will be provided by Architect for Contractor's use during construction.

1. Digital data files may be used by Contractor in preparing coordination drawings, Shop Drawings, and Project record Drawings.

2. Architect makes no representations as to the accuracy or completeness of digital data files as they relate to Contract Drawings.

3. Digital Drawing Software Program: Contract Drawings are available in Revit 2015.

4. Contractor shall execute a data licensing agreement in the form of AIA Document C106 Digital Data Licensing Agreement.

a. Subcontractors, and other parties granted access by Contractor to Architect's digital data files shall execute a data licensing agreement in the form of AIA Document C106.

C. Web-Based Project Software: Use Architect's web-based Project software (Newforma) site for purposes of hosting and managing Project communication and documentation until Final Completion.

1. Web-based Project software site includes, at a minimum, the following features:

a. Compilation of Project data, including Contractor, subcontractors, Architect, architect's consultants, Owner, and other entities involved in Project. Include names of individuals and contact information.

b. Access control for each entity for each workflow process, to determine entity's digital rights to create, modify, view, and print documents.

c. Document workflow planning, allowing customization of workflow between project entities.

d. Creation, logging, tracking, and notification for Project communications required in other Specification Sections, including, but not limited to, RFIs, submittals, Minor Changes in the Work, Con