North Dorms 11 06

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North Residence Halls Sub-District Plan DRAFT December 1, 2006

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North Residence HallsSub-District Plan DRAFT 

December 1, 2006

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Acknowledgements

Grateful acknowledgement is given to those of The Ohio

State University community and members of the NorthResidence Halls Sub-District Plan Committee who

contributed valuable time and information to this planning

and design process.

The Ohio State University

  Molly Ranz-Calhoon / Director of Facility Planningand Support / Office of Student Affairs

  Steve Volkmann / University Landscape Architect  Steve Kremer / Assistant Vice President of Student

Affairs  Dorothy Leachman / Associate Director, Student

Affairs – FOD

  Laura Shinn / Senior Campus Planner – FOD

  Kim Moss / Campus Planner – FOD  Craig Henry / Project Manager, Architect – FOD

  Tim Keegstra / Director of Campus Dining Services

  Sarah Blouch / Transportation and Parking  Scott Lissner / University ADA Coordinator

  Bruce Mauer / Department of Recreational Sports   J. Michael Dunn / Director, Department of 

Recreational Sports

  Cheryl Lyons / Assistant Director of Resident Life  Kevin Wagner / Director of Roads and Grounds,

Physical Facilities

  Brett Mayo / Associate Director - Housing, FoodServices & Event Centers

  Cassie Taylor / Student – Taylor Tower

  Eric Schwartz / Student – Taylor Tower

Credits

The Ohio State University North Residence Halls Sub-

District Plan was prepared by the following consultant team:

MSI

Richard Espe / Principal-in-charge

Karen McCoy / Design PrincipalBrad Kissling / Landscape Architectural Designer

Andrew Overbeck / Urban and Regional PlannerMargo Puffenberger / Graphic Designer

DSI

B. J. Arturp / ArchitectDimitri Smirniotopolouis / Architect

Acknowledgements / Credits

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Table of Contents

 

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Executive Summary

The Ohio State University’s North Residence Halls

Campus has an unrealized potential to enhance and

enliven the northeastern edge of campus. The North

Residence Halls Sub-District Plan recognizes this

potential and establishes a framework for the improve-

ment of the campus. The plan, developed by MSI and

DSI in partnership with the OSU North Residence

Halls Advisory Committee, provides a basis for the

renovation and reconstruction of the campus.

As it exists today, the North Residence Halls Campus

is in need of significant improvement. It is an unorga-nized space that is difficult to navigate. It lacks a de-

fined edge, making it ineffective as a gateway to OSU.

Residence halls are nondescript, difficult to access and

lack adequate space for student activities. Open space

is disjointed and, in many cases, unusable. The campus

has an opportunity to improve its image and usability

and provide a better living and learning environment

for its students.

The plan addresses these needs by establishing goals,

policies, and recommendations for both short-termand long-term improvements. The essence of the plan

is expressed in the following five major elements:

• Main Street: This functions as the main interior

east-west pedestrian collector corridor on the

campus and acts as the central organizing feature

for the North Residence Halls.

• Defined quadrangles: Recognizing the original

three-tower organization, the creation of three

new quadrangles organized in concert with the

new building plans creates more usable open space

for student activities.

• New buildings and additions: New buildings are

used to define and organize space. The plan calls

for a new gateway building at the corner of Lane

Avenue and High Street that better defines the

northeastern edge of the OSU Campus. New

residence halls and additions to existing residence

halls will make them more desirable to students

as well as provide more bed space and accommo-

date Living/Learning support space. Existing

structures will be renovated to give each a uniqueidentity.

• Removal of Curl Drive: Reducing the conflict

between automobiles, service vehicles and students

improves walkability and pedestrian wayfinding.

• Integration with the Academic Campus: The new

Dining Commons provides a fitting terminus to the

proposed North Campus Green that is identified

in the OSU Landscape Master Plan. This, along with

defined north-south pedestrian paths, provides a

physical and visual connection with the rest of the

OSU Academic Campus.

The North Residence Halls Sub-District Plan is intend-

ed to be the starting point in what will be a long-term

transformation of the campus. As elements of the plan

are phased in over time, the overall campus aesthetic

and functionality will be dramatically improved. Imple-

menting this plan will result in a more cohesive and de-

fined North Residence Halls Campus that better serves

students and presents a stronger gateway to OSU.

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10Executive Summary

W . LANE AV E.

W . W OODRUFF AV E.

   N .

   H   I   G   H    S

   T .

Barrett

Figure 1. North Residence Halls Sub-District Master Plan LEGEND

Proposed building

Existing building

Taylor Quad

Drackett Quad

 Jones Quad

Neilwood

Norton

Archer 

Scott

Drackett

NorthCommons  Jones

Nosker 

Houck 

Taylor 

Halloran

Haverfield

Blackburn

St. Stephen’sEpiscopal Church

New Residence Hall 3/New North Commons

New ResidenceHall 2

New ResidenceHall 1

GatewayBuilding

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Chapter 1: Introduction11

1.0 Introduction

The North Residence Halls Sub-District Plan is

intended to establish goals, policies, guidelines and

recommendations for the forthcoming improvements

to the physical facilities. The plan begins by looking at

where the campus is today. In reviewing the history of 

campus growth and the state of all exterior facilities,

both natural and man-made, a number of basic issues

are identified. Based on this review, goals and objectives

are presented which are intended to guide both the

Sub-District Plan and the future planning of the North

Campus Residence Halls. With these goals in mind, a

preliminary development program is identified. A listof short-term recommendations has evolved, using the

basic issues, goals and development program as a guide.

As a result of this process, long-range development

concepts and capital improvement projects are identi-

fied. In addition, a set of specific design principles

discusses campus form, building construction, and

landscape improvements. The plan is designed to serve

as a reference for University staff and future project

architects.

The University’s first priority for the next few years

should be to upgrade and improve the facilities, infra-

structure, and designed landscapes already in place.

This Sub-District Plan represents a beginning. It is an

attempt to tackle a broad range of issues and problems

facing the North Residence Halls today. Some of these

problems are dynamic and complex and will require

continued attention.

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Chapter 1: Introduction 12

Figure 2. An aerial view of the North Residence Halls Campus looking west Study area boundary

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Chapter 2: The Campus Today13

2.0 The Campus Today

2.1 General Campus Background

North Campus is situated between West Woodruff 

Avenue and West Lane Avenue and is bordered on

the west by the Fisher College of Business and on the

east by North High Street. The 24 acre area occupies

the northeastern corner of the OSU Campus and is

flanked by commercial and residential uses on High

Street and Lane Avenue. Woodruff Avenue is a main

east-west campus connector and the south side of the

street is entirely made up of academic buildings.

In compiling the North Residence Halls Sub-DistrictPlan, previous OSU master plans were consulted.

These plans include: the Campus Master Plan (1995),

the District Plan for the Academic Core North (1995),

the Landscape Master Plan (1998), and the University

District High Street Streetscape Plan (2005). These

plans were developed independent of each other, but

share a number of common principles and goals:

• Remove Curl Drive

• Create a better living environment for students

• Strengthen connections to the Academic Core

• Improve the spatial definition and quality of 

green space

• Improve spatial hierarchy and circulation

• Define space with additional building structures

• Develop a stronger visual connection to Main

Campus

• Treat Lane Avenue as a grand, public, tree-lined

street “urban” in character with buildings set

relatively close to the street

• Respect the “High Street Green” and its required

building setbacks

The North Residence Halls portion of 1995 District Planfor the Academic Core North

The North Residence Halls portion of the 1998 Land-scape Master Plan

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Figure 3. An aerial view of the North Residence Halls Campus

Chapter 2: The Campus Today

 W.LANEA VE.

 W. WOODRUFFA VE.

    N .

    H   I   G    H    S

   T .

Study area boundary

CURL DR.

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Chapter 2: The Campus Today15

Drackett Tower is one of three towers on North Campus. Houck House needs more space to accommodate Living/Learning programs.

Raney Commons is currently used as a commissary for Daily Grind locations and for scheduled special events.

2.2 Summary of Existing Conditions

2.2.1 Buildings and Facilities

The North Residence Halls Campus is home to several

residence halls (13) and related facilities (3) that rep-

resent 901,000 GSF (0.86 FAR). Built in the 1960’s the

campus has three (3) loosely organized districts each

clustered around a central residential tower, three low

rise (3 story) residential halls and a dining commons.

Over time, these buildings have become dated and do

not offer the type of student accommodations current-

ly desired. In general the campus lacks cohesiveness in

both design and usability. It has no community gathering

spaces, no clear building hierarchy and poor aesthet-ics. As the northeastern gateway to the entire OSU

campus, the North Residence Halls Campus needs to

have a more defined identity and physical presence

consistent with current Ohio State campus planning

standards.

Existing buildings on the campus include student

housing, a food service building, a commissary and a

Living/Learning center. Student housing has 1,368 beds

on the North Residence Halls Campus in 10 houses

and three towers. All student housing facilities have

laundry, mail and vending services. The three commons

buildings are sparsely programmed. North Commons is

the only food service building on the campus currently

used for student meal service. Designed with mid-level

entries, the building has poor ADA accessibility to the

top level and no accessibility to the lower level. Raney

Commons is currently a commissary for all Daily Grind

locations on campus and generates significant service

traffic which is in conflict with the residential campus.

Living/Learning programs are currently held at Royer

Student Activities Center, but more space within each

residence hall is desired to better accommodate the

popular program. Currently every dormitory but onehas a Living/Learning component.

Additionally, along Lane Avenue there are several

small apartments. The four units at 105 West Lane are

currently unoccupied and the units at 115-133 serve

as visiting faculty housing. There are two utility uses

on campus. There is a gas house on Lane Avenue and

electrical and mechanical facilities in the eastern end

of Scott House that will need to be considered as this

plan is implemented.

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Figure 4. Existing figure ground diagram.

Chapter 2: The Campus Today

Study area boundary

W . LANE AV E.

W .W OODRUFF AV E.

   N .

   H   I   G   H    S

   T .

C U R L  D R .

Neilwood

Norton

Archer 

Scott

DrackettNorthCommons

 Jones

Nosker 

Barrett

Houck 

Taylor 

Halloran

Haverfield

Blackburn

Royer 

Raney

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Chapter 2: The Campus Today17

Many service doors are unsightly Many service areas are run-down in appearance and exces-sively large.

Curl Drive is used for service access, parking and busservice.

2.2.2 Vehicular Circulation and Service and Delivery 

The majority of the vehicular circulation throughout

the North Residence Halls Campus happens along

Curl Drive, which connects with Neil Avenue on the

west, Lane Avenue on the north, and Woodruff Avenue

on the south. While this drive a llows service vehicles

access to many buildings, its circuitous alignment cre-

ates a vehicular intrusion within the campus. Many of 

the walkways are also used as service drives creating

unclear boundaries between pedestrians and vehicles.

Additionally, existing multi-building service areas have

become run-down in appearance, are excessively large

and disrupt the connectivity of the campus pedestrian

corridors.

Bus service runs on Woodruff Avenue on weekdays

with a bus stop roughly at the midpoint of the North

Residence Halls Campus. Evening and weekend bus

service uses Curl Drive from midnight to 6:30 a.m. on

weekdays and all day on weekends.

2.2.3 Parking 

Existing parking on the campus is adequate for exist-

ing uses. There are five surface lots and parallel parking

is located on Curl Drive providing approximately 300

spaces. The heavy service use of Curl Drive, however,

creates a conflict between parking capacity and service

vehicles. Parking near buildings is currently provided for

Handicap, RA’s, Hall Directors, Assistant Hall Directors

and graduate students. Curl Drive has a mixture of 

metered parking and faculty, staff and graduate student

parking. No parking is permitted on Curl Drive after 2

a.m.

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18

Figure 5. Existing service areas and parking

Chapter 2: The Campus Today

LEGEND

Parking lot

Asphalt drive

Service area

Major service dock 

Minor service dock 

Neilwood

Scott

Norton

Archer 

DrackettNorthCommons

 Jones

Nosker 

Barrett

Houck 

Taylor 

Halloran

Haverfield

Blackburn

Royer 

Raney

Bus stop

W . LANE AV E.

W .W OODRUFFAV E.

   N .

   H   I   G   H    S

   T .

C U R L  D R .

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Chapter 2: The Campus Today19

 Walkways on North Campus are in hazardous conditionand provide little campus orientation.

The ramp and stairs outside Archer House impede pedes-trian circulation.

Pedestrian walkways lack a clear hierarchy.

2.2.4 Pedestrian Circulation and Access

Pedestrian circulation throughout the North Resi-

dence Halls is confusing and disjointed. The campus is

an important gateway because of the high volume of students that pass through the area from the significant

amount of off-campus housing to the north. Connec-

tions from north to south leading to the heart of the

academic campus are not obvious and routes are circu-

itous at best. Building locations obstruct both move-

ment and views making it hard to navigate. Likewise,

east-west connections between North Residence Halls

buildings are poor and lack cohesion.

The pedestrian walkway system has no clear hierarchy,

which makes wayfinding difficult. The walkways also

have raised and depressed areas making access to parts

of the campus difficult. The condition of many pedes-trian walkways is poor and they need to be repaired

or replaced. The shared service vehicular access on

pedestrian walkways has contributed to the damage to

surfaces.

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20Chapter 2: The Campus Today

Figure 6. Existing pedestrian circulation diagram

W . LANE AV E.

W .W OODRUFFAV E.

   N .

   H   I   G   H    S

   T .

C U R L  D R .

LEGEND

On site destination

Minor interior site movement

Norton

Archer 

DrackettNorthCommons

 Jones

Nosker 

Barrett

Houck 

Taylor 

Halloran

Haverfield

Blackburn

Royer 

Raney

Neilwood

Major pedestrian movements

Off campus movement

Scott

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Chapter 2: The Campus Today21

The entrance to Blackburn House has no main entry feel. Raney Commons’ main entrance has no ADA access. The entrance to Halloran House is hidden.

2.2.4 Pedestrian Circulation and Access, Continued 

Access into existing buildings is inadequate. Many of the

buildings have multi-level lobbies with both exterior

and interior stairs making conformance to currentADA access standards difficult. Additionally, the main

entrance locations of buildings are not welcoming and

are often not obvious. Many of the accessible entries

are too often located at the rear of buildings. Updating

of buildings to meet current ADA accessibility codes

has resulted in an aesthetic focused on ramps and rail-

ings, which has caused visual clutter.

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22Chapter 2: The Campus Today

Figure 7. Existing building entrances and ADA access points LEGEND

Main Access/ADA

Minor Access/ADA Minor Access

Main Access

W . LANEAV E.

W . W OODRUFF AV E.

   N .

   H   I   G   H    S

   T .

Neilwood

Norton

Archer 

Scott

Drackett

NorthCommons

 Jones

Nosker 

Barrett

Houck 

Taylor 

Halloran

Haverfield

Blackburn

Royer 

Raney

C U R L  D R .

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Chapter 2: The Campus Today23

Many open spaces are unused because they are too shadyand are sparsely planted with grass.

Basketbal l courts are on the edge of campus Open spaces have no real organizat ion

2.2.5 Open Space

Active recreation space on the North Residence Halls

Campus is well defined and usable, but there is a lack of 

large, informal and flexible open spaces. What greens-pace does exist between buildings is largely unusable

for student activities because it is either noncontiguous

or because large mature trees shade the area so much

that no grass will grow. The High Street Green is a key

element of the Ohio State image and forms the eastern

edge of campus but it needs to be reinforced because

it is disjointed and no longer properly addresses or

embraces the street on this part of campus.

The campus also has multiple recreation facilities

including sand volleyball, basketball and multi-use

courts. These facilities are currently dispersed a long

the campus edge, which reduces sound impact on theresidence halls.

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24Chapter 2: The Campus Today

Figure 8. Existing open space diagramLEGEND

Updated hardscape corridor

Hardscape/pavement

Hardscape/plaza

Usable open space

Green space

Athletic courts

Potential open space

W . LANE AV E.

W .W OODRUFFAV E.

   N .

   H   I   G   H    S

   T .

C U R L  D R .

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Chapter 2: The Campus Today25

2.2.6 Topography 

Moving east to west across the North Residence Halls

Campus there is 30 feet of elevation change. The grade

change on the west side of the site is controlled with aseries of dilapidated walls which divide the large overall

space into smaller, less usable nooks and pathways. Due

to the grade change over the course of some building

lengths, many of the entrances are set between floors

causing accessibility problems. This also creates an issue

with retaining planting beds around the buildings or

retaining window wells that block light into the lower

floor.

 

Stormwater drainage runs west through the area and

often exceeds capacity during peak storm conditions

which has resulted in flooding in both Archer and

Nosker Houses and ponding in several areas. There isalso an expansive soil issue in the basement of Raney

Commons that has caused the floor to heave.

Series of retaining walls on west side of site in front of Drackett Tower 

Retaining wall and lawn panel on the west side of RaneyCommons

Lower floor window well on west side of North Commons

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26Chapter 2: The Campus Today

Figure 9. Existing topography diagram

744

748

752

756

760

764

768

774

772770

766

762

758

754

750

746

W . LANE AV E.

W . W OODRUFF AV E.

   N .

   H   I   G   H    S

   T .

C U R L  D R .

Neilwood

Norton

Archer 

Scott

Drackett

NorthCommons

 Jones

Nosker 

Barrett

Houck 

Taylor 

Halloran

Haverfield

Blackburn

Royer 

Raney

St. Stephen’sEpiscopal Church

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Chapter 2: The Campus Today27

2.2.7 Vegetation

The North Residence Halls have a wide mix of mature

vegetation, much of which is overgrown and in poor

health. The existing palette of plant materials is com-plex with many mature hedgerows, ornamental and

evergreen trees that have outgrown their original sites.

Additionally, evergreens and over grown vegetation

near building entrances have formed a barrier between

the building and greenspace, preventing the greenspace

from acting as a courtyard to the building.

Additionally, the proximity of overgrown plants to

building entrances creates a safety risk for the students.

The overabundance of vegetation also has resulted in

shaded spaces that make it difficult for grass to grow.

This prevents many open spaces from being fully uti-

lized by students. While tree removal will be necessary,memorial trees may need to be protected as plans are

implemented.

Proximity of vegetation to buildings creates dangerousareas and blocks light to windows

Overgrown and poorly chosen foundation planting Overgrown planting makes sitting area undesirable

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Chapter 2: The Campus Today 28

Figure 10. Existing tree documentation LEGEND

Existing shade tree

Existing ornamental

Existing evergreen

W . LANEAV E.

W . W OODRUFFAV E.

   N .

   H   I   G   H    S

   T .

C U R L  D R .

Neilwood

Norton

Archer 

Scott

Drackett

NorthCommons

 Jones

Nosker 

Barrett

Houck 

Taylor 

Halloran

Haverfield

Blackburn

Royer 

Raney

St. Stephen’sEpiscopal Church

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Chapter 3: Goal Statement29

3.0 Goal Statement

3.1 Campus-wide Goals

The main goals of the plan are to:

• Reinforce the original campus parti by refining

the individual aesthetics of the three residential

subareas of the campus

• Create an interior east-west pedestrian collector

corridor to act as the central organizing element

linking the three distinct campus subareas

• Develop strong north-south pedestrian

connections to the Academic Campus

• Create hierarchy of pathways/spaces

• Create large community outdoor gathering spaces• Create small outdoor gathering spaces for each

residence hall

• Maintain a variety of spaces for both active and

passive recreation

• Remove overgrown vegetation and improve the

general landscape aesthetic to promote campus

views and increase security.

• Provide ADA accessibility for each main entrance

in an architecturally sensitive manner

• Improve individual building identities and clarify

and enhance aesthetics of a ll building entrances

• Increase building transparency (windows on the

campus) for both aesthetics and security

• Improve the function and aesthetics of service areas

• Provide Living/Learning support space in each

residence hall

• Increase dorm beds

• Establish a University gateway building at Lane

Avenue and High Street

• Strengthen the campus edges along High Street,

Woodruff Avenue and Lane Avenue

• Replace surface parking lots on campus with

buildings as off-site parking supply allows

In the following sections, the components and design

elements of the North Residence Halls Sub-District

Plan will be described in greater detail.

3.2 Issue Area Objectives

The North Residence Halls Sub-District Plan is in-

tended to guide the redevelopment of the campus over

the next 25 years. The plan a ims to improve the learn-

ing environment for OSU students and to enhance the

functionality and aesthetics of the campus.

This plan aims to improve the learning environment of theNorth Residence Halls Campus.

Architectural aesthetics will be improved on all buildings The plan will create a more cohesive campus that better serves students.

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30Chapter 3: Goal Statement

W . LANE AV E.

W .W OODRUFF AV E.

   N .

   H   I   G   H    S

   T .

Drackett Quad

 Jones Quad

Taylor Quad

Neilwood

Norton

Archer 

Scott

Drackett

NorthCommons  Jones 

Nosker 

Barrett

Houck 

Taylor 

Halloran

Haverfield

Figure 11. North Residence Halls Sub-District Master Plan LEGEND

Proposed building

Existing building

Blackburn

St. Stephen’sEpiscopal Church

New Residence Hall 3/North Commons

New ResidenceHall 2

New ResidenceHall 1

GatewayBuilding

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Chapter 4: The Sub-District Plan31

The three new quads will be suitable for large gatherings. The Main Street will allow for a larger circulation patternthe campus

The plan includes small sitting spaces

4.0 The Sub-District Plan

4.1 Principles for Campus Form

The vision for the North Residence Halls Campus is

built around the creation of three distinct quads that

are composed of a tower and associated mid-rise

residence halls. These new quads (Drackett Quad,

 Jones Quad, and Taylor Quad) will each have a distinc-

tive identity and community green space defined by

proposed building additions. This identity will be rein-

forced by the use of specific plantings, materials, signage,

artwork and kiosks. The quads will be linked by an east/

west Main Street connector. Each quad will also have a

major north/south pedestrian walkway to the academiccampus. These large, simple gestures pull the individual

elements of the North Residence Halls together while

also improving connections to main campus.

Proposed building additions will include new building

entries, facing Main Street, the north/south connec-

tors to the Academic Campus, or Lane or Woodruff 

Avenues where appropriate. The new entry facades

will be transparent, in scale with the buildings and

reinforce individual building identity and quad aesthetic

design themes. Expansion of the buildings vertically was

considered, however vertical expansion did not address

the need for new entry identity or expanded buildingfootprints to accommodate Living/Learning support

space. Vertical expansion of the buildings could neces-

sitate code upgrades in overall building accessibility and

increase construction costs.

Ground floor building additions provide the opportu-

nity to use building expansion to frame the exterior

quad community gathering and green space and provide

an organized architectural framework for the campus.

Further, the fenestration of the proposed architecture

would increase the feeling of security by providing

“windows” on the campus.

To improve the gateway quality of the North Residence

Halls Campus, the plan calls for the development of a stu-

dent facility at Lane Avenue and High Street. This building

will mimic the setback and scale of the new south campus

gateway buildings (including the 80’ setback of the High

Street Green) and provide a stronger visual identity and

gateway for the northeastern edge of campus.

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32Chapter 4: The Sub-District Plan

W . LANE AV E.

W .W OODRUFF AV E.

   N .

   H   I   G   H    S

   T .

Drackett Quad

 Jones Quad

Taylor Quad

Figure 12. Diagram illustrating the three new quads that will be the focal points of the campus andthe new buildings and building additions.

Drackett Quad existing

Drackett Quad addition

Taylor Quad existing

Taylor Quad addition

 Jones Quad existing

 Jones Quad addition

New North Commons

Gateway building

St. Stephen’s Church

Outside project scope

LEGEND

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Chapter 4: The Sub-District Plan33

4.2 Component Plans

4.2.1 Vehicular Circulation and Service and Delivery 

The Plan removes vehicles from the center of theNorth Residence Halls Campus to the edges in order

to reduce the conflict between vehicles and pedestrians.

Replacing Curl Drive with Main Street moves vehicular

circulation to the north and south of campus making

it more pedestrian friendly, while still accommodating

service vehicles.

The Plan establishes informal service drives to the

north and south of Main Street behind the towers and

the low-rise buildings fronting Main Street in order

to consolidate access and separate pedestrian and

vehicular movement. All major pedestrian connectors

are sized to accommodate service, handi-vans and

emergency vehicles and to permit vehicular access to

the residence halls during move in/move out events. The

clustered service areas will accommodate all service

vehicles and allow for emergency access to buildings.

These consolidated service areas must be treated with

enhanced materials and screening to minimize their

visual impact on the campus.

Bus service during the weekday will continue to serve

the north residence halls from Woodruff Avenue. Busroutes for evenings and weekends will drop students

near the northern residence halls through the new

parking lot and the southern residence halls by use of 

the east-west pedestrian/service drive.

4.2.2 Parking 

With the removal of Curl Drive, there is a need to

increase parking lot space on the campus. Previously,

there were 300 parking spaces. A new surface parking

lot along Lane Avenue provides 213 spaces to accom-

modate parking needs on the campus. This does not

include additional spaces in service areas as currently

parked. Access to the new parking lot will be provided

off Neil Avenue and from a service road south of Lane

that has been moved to the east to allow for more

spaces to be added.

Service areas within pedestrian corridors can be bothaesthetically pleasing and functional

An aesthetically pleasing service drive A well-designed shared vehicular and pedestrian road

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34Chapter 4: The Sub-District Plan

Figure 13. Diagram illustrating new informal service drives and service areasLEGEND

Service drive

Parking lot

Service access

Shared route

Service

Central service formultiple buildings

W . LANE AV E.

W . W OODRUFF AV E.

   N .

   H   I   G   H    S

   T .

Taylor Quad

Drackett Quad

 Jones Quad

Neilwood

Norton

Archer 

Drackett

NorthCommons  Jones

Nosker 

Houck 

Taylor 

Halloran

Haverfield

Blackburn

St. Stephen’sEpiscopal Church

New Residence Hall 3/New North Commons

New ResidenceHall 2

New ResidenceHall 1

GatewayBuilding

Barrett

Scott

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Chapter 4: The Sub-District Plan35

Figure 14. Sketch illustrating Main Street and new building entrances

4.2.3 Pedestrian Circulation and Access

The plan improves pedestrian circulation and access on

the North Residence Halls Campus. Wayfinding is easier

because obstructed views have been removed and thewalkway system has been simplified and more defined.

The three new quads provide a strong visual identity

and become the organizing elements around which the

walkway system is constructed. North/south connec-

tions are clear and obvious, allowing easy access to the

main academic campus for both North Residence Halls

residents and off-campus students. The Main Street

pedestrian corridor acts as the central artery for east/

west travel through the North Residence Halls Campus.

This interior corridor will be the locus of activity for

the campus connecting all of the quads with High Street.

Building facades will be renovated to address the MainStreet and building additions will add to the energy of 

this new corridor. Existing, expanded and new buildings

along Woodruff and Lane Avenues will also be improved

to better address these campus edges.

Going forward, it must also be considered how the cur-

rent business school parking garage along Lane Avenue

interacts with the campus in order to limit pedestrian

and vehicular conflict.

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36Chapter 4: The Sub-District Plan

Figure 15. Diagram illustrating the new pedestrian circulation on the North Residence Halls CampusLEGEND

Primary interior corridor

Primary corridors toAcademic Campus

Secondary Circulation

Major off campus pedestrian traffic

Minor off campus pedestrian traffic

Major destination

W . LANE AV E.

W .W OODRUFF AV E.

   N .

   H   I   G   H    S

   T .

Taylor Quad

Drackett Quad

 Jones Quad

Neilwood

Norton

Archer 

Drackett

NorthCommons  Jones

Nosker 

Houck 

Taylor 

Halloran

Haverfield

Blackburn

St. Stephen’sEpiscopal Church

New Residence Hall 3/New North Commons

New ResidenceHall 2

New ResidenceHall 1

GatewayBuilding

Barrett

Scott

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Chapter 4: The Sub-District Plan37

ADA access can be integrated into building and walkwaydesign

Sketch illustrating walkways and improved access for Jones Tower 

4.2.3 Pedestrian Circulation and Access, Continued 

Reorganizing the walkway system and improving build-

ing facades improves access by making building en-

trances more defined and visually evident. By creatingaccess points on buildings that front on the Main Street

corridor, the north/south pedestrian spine, and the

major exterior streets, there are now multiple points

of entry on all sides of each building. This increases the

number of ADA access points and provides ADA access

at the main entrances of all buildings.

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Chapter 4: The Sub-District Plan 38

Figure 16. Diagram illustrating improved building entrances and ADA access

W . LANE AV E.

W . W OODRUFF AV E.

   N .

   H   I   G   H    S

   T .

LEGEND

Main Access/ADA

Minor Access/ADA

Minor Access

 Jones

Taylor Quad

Drackett Quad

 Jones Quad

Neilwood

Norton

Archer 

Drackett

NorthCommons  Jones

Nosker 

Houck 

Taylor 

Halloran

Haverfield

Blackburn

St. Stephen’sEpiscopal Church

New Residence Hall 3/New North Commons

New ResidenceHall 2

New ResidenceHall 1

GatewayBuilding

Barrett

Scott

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Chapter 4: The Sub-District Plan39

The main quads will have a large green space for commu-nity gatherings.

Plaza areas will have low seatwalls for sitting The landscape plan will give the campus a more unifiedappearance.

4.2.4 Open Space

Open space, like many of the other features of the plan,

is organized around the three main quads. These spaces

are not only interconnected by the proposed walkwaysystem, but also are better defined with more usable

spaces that are larger and are more suited to the needs

of the students. The quads are ideal for informal uses,

passive recreation, and community gatherings. There

are also three main greens, Drackett Quad, Jones Quad,

and the Taylor Quad, that are appropriate for passive

and active recreation and community gatherings.

Each dorm and commons building will have its own

front porch/plaza. These areas will have water and

electrical hook-ups and will function as small commu-

nity gathering spaces that will be appropriate for dorm

meetings and social events.

As recommended by the 1998 Landscape Master Plan,

the North Green extends across Woodruff Avenue.

New Residence Hall 3 should be designed to act as its

terminus.

Active recreation facilities will remain scattered

throughout the campus. Through the planning process

it became clear that moving and consolidating the

recreation courts would be too costly. By keeping these

more established facilities on the campus edges, the

potential for noise is reduced while still allowing foreasy access by all campus residents.

The landscape plan for the North Residence Halls will

focus on improving the quality and condition of vegeta-

tion. By imposing more order and removing unneces-

sary or damaged plant material, the campus will have a

more unified appearance and more usable open spaces.

Removing unnecessary vegetation and reducing shaded

areas will enable students to use these open spaces for

active and passive recreation.

The Main Street corridor and key north/south walk-

ways will be tree-lined to further define them and

establish a clear hierarchy. Likewise, the new parking lot

will be adequately screened on all sides to minimize its

visual impact on both the North Residence Halls and

Lane Avenue. On the east side of the campus, the High

Street Green should be reinforced and design should

be in accordance with the 2005 University District

High Street Streetscape Plan.

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Chapter 4: The Sub-District Plan 40

Figure 17. Diagram illustrating proposed open space improvement

Plazas/porches

Open lawn Green space

Athletic courts

LEGEND

W . LANE AV E.

W . W OODRUFF AV E.

   N .

   H   I   G   H    S

   T .

Taylor Quad

Drackett Quad

 Jones Quad

Neilwood

Norton

Archer 

Drackett

NorthCommons  Jones

Nosker 

Houck 

Taylor 

Halloran

Haverfield

Blackburn

St. Stephen’sEpiscopal Church

New Residence Hall 3/New North Commons

New ResidenceHall 2

New ResidenceHall 1

GatewayBuilding

Barrett

Scott

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Chapter 4: The Sub-District Plan41

BEFORE: Unclear and uninviting building entrances

4.2.5 Architectural Improvements,

Renovations and New Buildings

The proposed building program concentrates on add-

ing bed space, creating facilities for the Living/Learningprograms, improving entrances, and constructing new

buildings that strengthen the three quads and improve

the residential character of the campus. Existing resi-

dence halls will be renovated to reduce density from

quads to doubles, enhancing the quality and livability

of the accommodations. Bed space will be increased

by 924 through additions to existing residence halls

and the construction of three new residence halls (see

Table 1 on page 45).

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Chapter 4: The Sub-District Plan 42

Figure 18. AFTER: Architectural rendering of new building additions and entrances looking south from Drackett Quad toward Nort on and Scott houses (foreground) and the NewResidence Hall 3 (background).

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Chapter 4: The Sub-District Plan43

4.2.5 Architectural Improvements,

Renovations, and New Buildings, continued 

The existing four story residence halls will be modifiedto meet the plan goals. Nosker, Haverfield, Halloran,

Houck, Norton, Scott, and Blackburn will have new

additions to accommodate both more bed space and

expanded Living/Learning facilities. Living spaces will be

reconfigured to two-room suites and will have a layout

and size similar to existing units. Each dorm will be

expanded, but the size of additions will vary as shown

on the new building and building expansion plan (see

Figure 20, p. 46). Overall, the additions will add 540

additional beds (see Table 1, p. 45). All existing residence

halls will gain one first floor Living/Learning space. The

space will be flexible and able to provide for on-site

classroom sessions, receptions, living room lounging,

and group study sessions.

Entrances will be improved on all buildings to increase

transparency and better define access points. This will

make the residence halls more inviting and give each

building an individual identity. All of the entrances toresidence towers will be renovated. These revamped

entrances will be two stories tall to better match the

scale of the buildings and provide space for necessary

ADA improvements.

BEFORE: Taylor Tower’s entry lacks definition

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Chapter 4: The Sub-District Plan 44

Figure 19. AFTER: Architectural rendering of the enhanced entrance and additional space added to Taylor Tower 

Table 1: Additional Beds

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Chapter 4: The Sub-District Plan45

4.2.5 Architectural Improvements,

Renovations, and New Buildings, Continued 

The existing four story residence halls will be modifiedarchitecturally to incorporate a residential vernacular.

Exterior modifications such as cornice embellishment

and the replacement of existing windows with new

single hung units will give the campus a more residen-

tial feel and make the buildings more visually appealing

and attractive.

The plan calls for both Raney Commons and Royer

Student Activities Center to be removed and replaced

with three new residence halls. The existing single

story buildings no longer provide usable space for

students and house operations that are not compat-

ible with a residential campus. The three new resi-

dence halls shown in the plan will carry forward the

residential architectural aesthetic and incorporate the

same characteristics with respect to new program

spaces and features added to existing residence halls.

The new residence halls will accommodate 384 beds

(see Table 1).

The plan also calls for updated and new dining facilitiesfor the campus. North Commons will remain as the

only dining hall and a new food service and residential

building will be constructed adjacent to Neilwood

Gables. The new facility will utilize the market/café con-

cept that is called for in the OSU food service plan. The

market/café will occupy the first floor with residential

on the second floor.

Renovation of Existing Residence Halls

Existing Beds Existing GSF New Beds New GSF

Archer House na na 104 na

Barrett House 171 35,829 0 1,300

Blackburn House 162 35,832 56 18,900

Halloran House 157 30,269 100 32,000

Haverfield House 164 30,267 96 28,400

Houck House 183 37,790 56 19,200

Norton House 175 35,789 40 13,200

Nosker House 180 38,715 32 10,900

Scott House 176 36,251 56 18,100

Total 1,368 280,742 540 142,000

New Residence Halls

Size Room Type New Beds New GSF

New Residence Hall 1 4 story 4 Bedroom Apartments 128 63,200

New Residence Hall 2 3 story 4 Bedroom Apartments 96 50,400

New Residence Hall 3 4 story* 4 Bedroom Apartments 160 102,500

Total 384 216,100

*Includes 1st floor Commons

Table 1: Additional Beds

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Chapter 4: The Sub-District Plan 46

Figure 20. Diagram of proposed building expansions

W . LANE AV E.

W .W OODRUFF AV E.

   N .

   H   I   G   H    S

   T .

LEGEND

New residential building

Existing building

New residential expansion

New building entry

New destination building

Taylor Quad

Drackett Quad

 Jones Quad

Neilwood

Norton

Archer 

Drackett

NorthCommons  Jones

Nosker 

Houck 

Taylor 

Halloran

Haverfield

Blackburn

St. Stephen’sEpiscopal Church

New Residence Hall 3/New North Commons

New ResidenceHall 2

New ResidenceHall 1

GatewayBuilding

Barrett

Scott

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Chapter 4: The Sub-District Plan47

4.3 Phasing Capital Improvement Projects

4.3.1 Proposed Projects

The recommendations proposed in this Sub-DistrictPlan are too extensive to expect them to be imple-

mented in any short period of time. Certain elements

may be adopted promptly, but any major built element

like buildings, roads or parking may take years to imple-

ment. Even if the University could afford to construct

all pathways at once it would be too disruptive to

campus life.

The most sensible solution is to break down these

proposed changes into individual project areas. For

each area, the University can establish a budget and

schedule for completion. The following tables (Tables

2-4 on pages 49-53) list identifiable projects and assign

an order-of-magnitude cost in 2006 dollars.

Although they are not arranged in order of prior-

ity, the projects of most significant impact should be

those that create the Main Street pathway connecting

High Street to Archer Hall. The second priority should

be to sequence the projects needed to remove Curl

Drive. This includes the construction of the southern

pedestrian/service access and the northern parking

area. These projects begin to define a clear pedestrian-oriented campus environment. Many of the projects

are not dependent on another project’s phasing to be

completed. These projects, such as the new dining com-

mons, gateway building, building additions, tree planting

and removal, can be carried out upon securing appro-

priate funding.

The costs shown in the following tables are based on

2006 construction dollars and should be escalated at

+/- a year for inflation. They do not include soft costs

including, design fees, construction management and

permitting. For budgeting purposes these should be

estimated at +/- 15% of construction costs.

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Chapter 4: The Sub-District Plan 48

Figure 21. Capital improvement project phasing diagram

W . LANEAV E.

W .W OODRUFF AV E.

   N .

   H   I   G   H    S

   T .

LEGEND

  Jones Quad improvements

Drackett Quad improvements

Taylor Quad improvements

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Chapter 4: The Sub-District Plan49

A. Drackett Quad Site Work 

Project Title of Improvement Cost

A-1. Main Street $253,336

A-2. Service Access $264,107

A-3. Lane Ave. Service / Parking $1,043,051

A-4. Norton Service $109,800

A-6. Circular Quad $1,191,099A-8. Norton / Scott Alley $113,576

A-11. Service Access $923,208

A-13. Blackburn Grounds $123,097

A-15. Scott Grounds $164,341

A-17. North Campus Green Extension $97,597

Sub-Total $4,283,211

Table 2: Drackett Quad Improvements

A. Drackett Quad Building Additions

Project Title of Improvement Cost

A-5. Norton Living Addition $2,948,774

A-7. Drackett Tower Entry Addition $718,225

A-9. Scott Entry Addition $697,715

A-10. Norton Entry Addition $412,615

A-12. New Commons / Residence Hall $22,800,977A-14. Blackburn Living Addition $4,033,080

A-16. Scott Living Addition $3,227,218

A-18. North Commons Entry $865,896

Sub-Total $35,704,500

DRACKETT QUAD TOTAL $39,987,711

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Chapter 4: The Sub-District Plan 50

Figure 22. Drackett Quad improvement diagram

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Chapter 4: The Sub-District Plan51

B. Jones Quad Site Work 

Project Title of Improvement Cost

B-1. Main Street $334,820

B-2. Service Access $563,528

B-3. Lane Ave. Service / Parking $854,560

B-4. Nosker Grounds $246,060

B-7. Jones Tower Court Yard $267,442B-9. Houck Tower Service $198,916

B-10. Jones Tower Grounds $189,326

B-13. New Building Grounds $193,349

B-14. Egg Green $630,994

B-15. Pedestrian Allee $259,671

B-17. Haverfield Grounds $122,961

B-19. Blackburn Grounds $33,987

B-21. Haverfield Living Grounds $86,982

B-22. Realigned Drive $139,555

Sub-Total $4,131,150

B. Jones Quad Building Additions

Project Title of Improvement Cost

B-5. Nosker Living Addition $1,830,578

B-6. Nosker Entry Addition $855,300

B-8. Houck Living Addition $4,582,536

B-11. Jones Tower Entry Addition $279,660

B-12. New Focal Living Building $10,685,107B-16. Haverfield Entry Addition $1,215,910

B-18. Blackburn Living Addition $317,333

B-20. Haverfield Living Addition $5,244,161

Sub-Total $25,010,585

 JONES QUAD TOTAL $29,141,735

Table 3: Jones Quad Improvements

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Chapter 4: The Sub-District Plan 52

Figure 23. Jones Quad improvement diagram

T bl 4 T l Q d I t

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Chapter 4: The Sub-District Plan53

C. Taylor Quad Site Work 

Project Title of Improvement Cost

C-1. Main Street $508,043

C-2. Service Access $292,833

C-3. Lane Ave. Service $317,266

C-4. Pedestrian Alley $198,786

C-5. Taylor Quad Green $301,671C-7. Taylor Tower Grounds $610,546

C-8. Volleyball Grounds $105,806

C-10. Halloran Grounds $143,015

C-11. Athletic Courts Grounds $131,859

C-12. High Street Green $234,079

C-14. New Building Grounds $87,727

C-16. Barrett Grounds $14,132

C-18. North Gateway Building Grounds $342,627

Sub-Total $3,288,389

Table 4: Taylor Quad Improvements

C. Taylor Quad Building Additions

Project Title of Improvement Cost

C-6. Taylor Tower Entry $251,220

C-9. Halloran Living / Entry Addition $6,568,632

C-13. New Apartment Style Building $15,112,934

C-15. Barrett Entry $346,264

C-17. North Gateway Building $24,685,068Sub-Total $46,964,118

TAYLOR QUAD TOTAL $50,252,507

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Chapter 4: The Sub-District Plan 54

Figure 24. Taylor Quad improvements diagram

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Chapter 5: Design Principles55

5.0 Landscape Improvement Guide and

Design Guidelines

The quality of the designed landscape of the NorthResidence Halls is poor. This condition is instrumental

in the overall impression and perception of the stu-

dent’s living environment. The general purpose of the

Landscape Improvement Plan is to guide the Univer-

sity toward a better physical and living environment.

The following are the primary goals of the Landscape

Improvement Plan.

• Improve the aesthetic quality of the North

Campus designed landscapes.

• Create a sense of unity and organization

throughout the North Campus.

• Provide a variety of spaces for outdoor sitting and

studying.

A key principle in Campus organization is the ap-

plication of a consistent palette of plantings, paving

and street furniture materials. This does not cur-

rently exist on North Campus. This lack of consistent

treatment causes visual fragmentation and tends to

increase maintenance problems and costs. A consis-

tent application of these elements will unify North

Campus, reinforcing the sense of place and overallimage.

A number of recommended treatments and materi-

als that will help the University create an integrated

landscape treatment are presented in this section of 

the plan.

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Chapter 5: Design Principles 56

Main Street concrete

Concrete

Athletic court

Asphalt

Compacted aggregate

Asphalt paver

Planting bed

Lawn

Grass

Existing tree

Proposed tree

Proposedornamental tree

Proposed building

Existing building

LEGEND

W . LANE AV E.

W .W OODRUFF AV E.

   N .

   H   I   G   H    S

   T .

Figure 25. North Residence Halls Landscape Materials Plan

Taylor Quad

Drackett Quad

 Jones Quad

Neilwood

Norton

Archer 

Drackett

NorthCommons  Jones

Nosker 

Houck 

Taylor 

Halloran

Haverfield

Blackburn

St. Stephen’sEpiscopal Church

New Residence Hall 3/New North Commons

New ResidenceHall 2

New ResidenceHall 1

GatewayBuilding

Barrett

Scott

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Chapter 5: Design Principles57

5.1 Paving

Paving is one of the most visible components of anylandscape. The pedestrian tends to be more aware

of it than of the surrounding landscape. As a result,

paving can serve many more functions than just that

of providing a place to walk. Paving can show direc-

tion or invitation and create a sense of permanence

or decay. The paving at the North Residence Halls,

although consistent in material, lacks any sense of 

order or hierarchy. In addition, the appearance and

poor condition does not favorably enhance the image

of the campus.

In many areas, service access drives are used heavily

by pedestrians. In all such cases, the space will ac-

commodate the pedestrian as a first priority. To that

end, dark value unit pavers will be used as the paving

surface. While the paving width and radii will accom-

modate specific service vehicles, pavement patterns

will be scored to reinforce the pedestrian qualities of 

the space.

A hierarchical system of pathways has been developedfor the North Residence Halls Campus. The materials

used throughout the pathway system were selected

for their aesthetic characteristics, durability and com-

patibility with one another. They are used in a manor

to create clean and simple forms and spaces keeping

long site lines and an easily navigable hierarchy. The

three types of pathways in the North Residence Hall

Sub-district Plan are described below.

 Main Street

The first tier of pathways is a shared pedestrian/ve-hicular system. This pathway is a minimum of 16’ wide

and designed for pedestrians, but holds the potential

to be used by vehicles when needed, such as on move

in day. Examples of this type of pathway are Main

Street and the east/west pathway providing interior

service access.

Width: 24’-6”

Materials

• Cast-in-Place Concrete: Quarry Finish with

Integral Color, (15’-4” width)

• Compacted Aggregate: Limestone Fines (7’-2”width)

• Granite cobbles: 4” x 4” x 4” split face (2’ width)

Pedestrian/Service Shared East-West Connector 

Width: 16’-0”

Materials

• Cast-in-Place Concrete: Flush Curb, Quarry

Finish, (1’-6” width each side)

• Asphalt: Vehicular depth (13’-0” width)

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Chapter 5: Design Principles 58

Granite cobble Flush concrete curb Compacted aggregate

Quarry stone finish Broom finished concrete Asphalt pavers

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Chapter 5: Design Principles59

5.1 Paving, Continued

North/South Pedestrian Connector 

The second tier of pathways is the north/south

carriers. These paths are a minimum of 16’ and will

support the heavy pedestrian traffic to and from main

campus, and also provide interior access for service

vehicles and student move-in and move-out days.

Width: 12’-0”

Materials

• Cast-in-Place Concrete: Quarry Finish

with Integral Color (12’-0” width)

• Accent Bands: Compacted Aggregate Limestone

Fines (width varies)

• Granite cobbles; 4” x 4” x 4” split face (2’ width)

Tertiary (Pedestrian) Pathways

The third type of pathway is the pedestrian connec-

tor. These pathways are a minimum of 8’ and serve as

links from one space to another.

Width: 8’-0” Minimum

Materials

• Cast-in-Place Concrete: Broom Finish (15’-4”

width)

Service Courts

Service courts are utilitarian paved areas that support

the service access to buildings, trash and recycling

Dumpsters. Since they are visible portions of the

campus pedestrian pathway system, they need to be

paved in quality materials and patterns. The dark pav-

ing system is used to minimize the visual impact of oil

drips, turning vehicle tires and refuse truck waste.

Width: Varies (see Master Plan)Materials

• Cast-in-Place Concrete: Flush Curb Broom

Finish, (1’-6” width all sides)

• Asphalt: Vehicular depth

• Asphalt Pavers: 6” x 9” accent paver on concrete

base

 Accent Materials

Three foot square concrete pavers are set into lawn

panels to create mixed material spaces for gatherings

or individual use.Width: Varies (see Master Plan)

Material

• Cast-place-Concrete or Precast Concrete: 3’x3’

concrete, quarry stone finish / placed 6” apart

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Chapter 5: Design Principles60

Paving changes and bollards delineate uses Decorative banding to add pattern and interest Multiple surface materials create a rich environment

Compacted aggregate used in conjunction with concrete Materials in warm color palette Passive open space allows for multiple activities

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Chapter 5: Design Principles61

5.2 Streets, Parking Lots and Service

Courts

Vehicular streets, parking lots and service courts that

are not used as pedestrian throughways will receive

asphalt paving. This pavement type will provide suffi-

cient durability with minimal maintenance. Asphalt will

also be cost effective, based on the large quantity that

is often required. Heavy-duty reinforced concrete will

be required in some service court areas where heavy

vehicular loads are expected.

In order to reduce the negative visual and environ-mental impact of large surface parking areas, interior

planting and perimeter screening should be estab-

lished:

• Include interior parking lot islands necessary to

break up large expanses of pavement. Avoid

multiple small islands that create maintenance

problems and provide poor growing conditions

for trees. Provide large, continuous islands that

define primary drive aisles.

• Minimize maintenance requirements of landscape

islands through the proper selection of urban

tolerant trees and low, spreading evergreen

plantings as ground cover.

• For pedestrian safety, avoid dense plantings that

branch to the ground.

• Avoid earth mounds as screening devices

5.3 Landscape Furniture

As noted in the Ohio State University Landscape

Master Plan, a consistency in site furnishings will en-

hance the visual unity of all districts of the University.

Standard benches, tables, trash receptacles, ash urns,

bike racks, tree guards and kiosks have been selected

for their durability, ease of maintenance and styling.

For this reason the North Campus Residence Halls

should follow these established guidelines. The classic

simplicity of this furniture will adapt to almost every

architectural context. The standard color for all fur-

niture will be black to compliment the standard light

poles and fixtures of the University.

The exception to the standard color will be the bikeracks, which will be galvanized and unpainted. Painted

bike racks require heavy maintenance to keep surfaces

painted that have been chipped by bicycles and locks.

Some custom elements are used to define space to

create a unique identity in the North Residence Halls

Campus. Seat walls are used throughout the site to

allow impromptu gathering areas, control movement

and enhance pedestrian corridors. Planter walls are

used along buildings to bring the built environment

scale down to a human level while also softening the

transition between buildings and paving. Columns areused at the entrances to major spaces and building

patios to denote importance.

Pedestrian circulation patterns throughout campus

are constantly changing with the creation of new

buildings and site improvements. Therefore, placing

furniture in the optimum locations is often difficult.

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Chapter 5: Design Principles62

Lane Avenue fence Main Street seatwall Column

Planter wall Quad wall option Quad wall option

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Chapter 5: Design Principles63

5.3 Landscape Furniture, continued

The following guidelines should be used in the place-

ment of site furniture:

• Group benches at logical gathering spaces such as

courtyards, building entries and small respite areas

along major circulation paths.

• Avoid locating benches parallel and adjacent to

busy pedestrian paths where conflicts may occur.

• Locate benches at the edges of spaces.

• Locate benches with tables in logical student study

areas and dormitory courtyards.

• Locate benches with tables at the edges of largergreen reserve spaces to avoid visual clutter in the

center.

• Provide a minimum of one trash receptacle and

one ash urn at all building entries.

• Provide additional trash receptacles and benches in

close proximity to vendor locations, food services

and dining halls.

• Provide one trash receptacle per every grouping of 

two to four benches.

• Locate information kiosks at major pedestrian

intersections.

 Materials List

Bench

Manufacturer: DuMor

Model: #207A

Color: Black 

Trash Receptacles

Manufacturer: DuMorModel: #207R

Color: Black 

Bollard

Type and style of University stndard bollard(s) should

be determined depending upon use (see examples on

p. 64)

Seat Wall

Limestone veneer: 2’x2’ limestone panel veneer

Limestone cap: 3” thick / square nose

Planter Wall

Brick veneer: to match building material

Limestone cap: 3” thick / square nose

Column

4’x4’ 3’ height

Limestone veneer: 4’x4’ limestone panel veneer

Limestone cap: 6” thick / square nose

Lane Ave. / Campus edge

Wrought Iron and/or Commercial Grade Aluminum-

Fence: to match existing

Brick Wall and Column: to match existing

Raised Seating Units

2’x2’x2’ concrete cubes: placed in center of unit pav-

ers as shown

Ash Urn 

Manufacturer: DCIModel: #10610PWB

Color: Pewter

Bicycle Racks

Manufacturer: DuMor

Model: #83

Color: Galvanized

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Chapter 5: Design Principles64

Bench OSU bike rack  Receptacle

OSU light OSU sample bollards Ash urn

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Chapter 5: Design Principles65

5.4 Planting

The plant selection for the North Residence Halls

Sub-District Plan shall conform to the University

standard. All allees of trees shall be of the same spe-

cies of tree, for example, all of the trees along Main

Street should be London Planetree. All trees in park 

like environments shall be randomly selected from the

plant palette for variety.

• Maintain and protect major natural open space

areas like the High Street Green, volleyball courts,and proposed quads.

• Preserve and protect significant mature vegetation.

Select plants that are hardy and do not require

excessive maintenance.

• Remove plants that have outgrown their

usefulness.

• Consider primary plant requirements, such as

preferred soil, water and solar conditions when

selecting new planting material.

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Chapter 5: Design Principles66

Trees used to reinforce forms Simple masses of plants Arcade

Park type Simple ground cover Serviceberry

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67

6.0 Conclusion

The North Residence Halls Sub-District Plan pro-

vides a basis for the renovation and reconstruction

of the campus. It establishes long-range development

goals and allows for the phasing of improvements. For

those charged with planning the future of the North

Residence Halls, this document can be used as a guide

and reference for future construction and renovation

projects.

This plan is a starting point for what will likely be a

long-term effort to improve the campus. However,by following the initial priorities outlined in the plan

the transformation of the campus will begin to take

shape. Over time as projects are phased in, the overall

image of the campus will be dramatically improved.

The result will be a more aesthetically pleasing and

functional campus that will provide a better living and

learning environment for its students.

Conclusion

Chapter 6: Conclusion

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68

Cost Estimate

7.0 Cost Estimate

7.0 Cost Estimate

The following opinion of probable construction cost

is based on the conceptual master plan developed for

the entire site and will vary as the detailed design is

worked out for each phase. The estimate is based on

2006 dollars. Outdoor water and electrical hook-ups

for plaza areas and supplemental plant watering are

assumed to be part of the building improvements.

Moveable outdoor furniture for dinning areas, etc. are

not included in this estimate.

The estimate is broken down into three sections:Drackett Quad, Jones Quad and Taylor Quad. The

estimate for each quad is divided into fully detailed

phases that are marked on the key at the beginning

of each section. Totals for each quad are included at

the end of each section and the total for the entire

project including design fees is shown on the last page

of the cost estimate (p.86).

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69 Cost Estimate

 

: Legend *Cost Adj. Multipliers(CAM): , EA - Each SY - Square Yard A. Bid Market

, : LF - Linear Foot Allow - allowance B. Time FrameLS - Lump Sum SFT - Square Foot of C. Region of country

: SF - Square Foot Tread D. Complexity of project: AC - Acre FSF - Face Square E. Quantity Factor  

: CY - Cubic Yard Foot F. Phasing

 

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Cost Estimate

Drackett Quad - A

Cost Estimate

 

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Cost Estimate 70

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  A. General Conditions1 Mobilization & Demobilization 1 allow $6,400.00 $6,400 3% of construction cost

2 Project Survey & Stakeout 1 allow $3,200.00 $3,200 1.5% of construction cost

General Conditions Subtotal  $9,600

B. General Site Infrastructure1 Demo 8,430 SF $1.00 $8,430 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 312 CY $12.00 $3,744 excavate to subgrade for slabs

3 Drainage / Utilities 8,430 SF $0.80 $6,744 b ased on total scope area

4 E ro si on - se di men ta ti on c on tr ol 1 al lo w $ 3, 00 0.0 0 $ 3, 00 0 s il t fe nc e, s tra w b al es , i nl et s ed ime nt b ag s

General Site Infrastructure Subtotal  $21,918

C. Site HardscapePaving 

1 Concrete Paving 6,558 SF $8.25 $54,104 quarry stone finish

2 Comp act ed A ggr eg ate 1, 00 6 S F $7 .0 0 $ 7, 04 2 l i mes to ne f in es

3 Granite Pavers 866 SF $25.00 $21,650 4x4 cobble units

Walls

4 2' Seatwall 133 LF $350.00 $46,550 Limestone cap with Limestone panel veneer both sides

Site Hardscape Subtotal  $129,346

D. Site Planting 1 Deciduous Trees 19 EA $750.00 $14,250 4" cal.

Site Planting Subtotal  $14,250

E. Site Furnishings1 Lighting 5 EA $4,500 $22,500 assume one light per 50 lf of walkway

2 Tree Grates 9 E A $1,500.00 $13,500

Site Furnishings Subtotal  $36,000

Phase A-1 Subtotal  $211,11420% contingency  $42,223

Phase A-1 Total  $253,336

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Phase A-1 Main Street

 

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 A. General Conditions1 Mobilization & Demobi lization 1 allow $10,000.00 $10,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $5,000.00 $5,000 1.5% of construction cost

General Conditions Subtotal  $15,000

B. General Site Infrastructure1 Demo 11000 SF $1.00 $11,000 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 400 CY $12.00 $4,800 excavate to subgrade for slabs

3 Drainage / Utilities 1,100 SF $0.80 $880 b ased on total scope area

4 E ro si on- se di me nt ati on c ont ro l 1 a ll ow $ 3,0 00 .0 0 $ 3, 00 0 s il t fe nce , s tr aw b al es, i nl et s ed ime nt b ag s

General Site Infrastructure Subtotal  $19,680

C. Site HardscapePaving 

1 Concrete Paving 5,578 SF $8.25 $46,019 quarry stone finish

2 Flush Concrete Curb 825 SF $15.00 $12,375

3 Asphalt 157 SY $16.50 $2,591 heavy duty 4/8

4 Asphalt Paver 340 SF $16.00 $5,440

Walls5 Planter Wall 245 LF $175.00 $42,875 L imestone cap with Brick veneer one side

Site Hardscape Subtotal  $109,299

D. Site Planting 1 Ornamental Trees 21 EA $400.00 $8,400

2 Deciduous Trees 9 EA $550.00 $4,950 2" cal.

3 Planting Areas 1,952 SF $5.00 $9,760 bed prep and ground cover  

Site Planting Subtotal  $23,110

E. Site Furnishings1 Bike Racks 6 EA $250 $1,500

2 Tree Grates 9 EA $1,500 $13,500

3 Lighting 8 EA $4,500 $36,000 assume one light per 50 lf of walkway

4 Trash Receptacles 2 EA $1,000 $2,000

Site Furnishings Subtotal  $53,000

Phase A-2 Subtotal  $220,08920% contingency  $44,018

Phase A-2 Total  $264,107

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 A. General Conditions1 Mobilization & Demobili zation 1 all ow $25,000.00 $25,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $13,000.00 $13,000 1.5% of construction cost

General Conditions Subtotal  $38,000

B. General Site Infrastructure1 Demo 63,118 SF $1.00 $63,118 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 2,000 CY $12.00 $24,000 excavate to subgrade for slabs

3 Spread ex stripped & stockpiled topsoil 2,000 CY $7.00 $14,000

4 Drainage / Utilities 63,118 SF $0.80 $50,494 b ased on total scope area

5 E ro si on- sed ime nt at io n co ntro l 1 a ll ow $ 10 ,0 00 .0 0 $ 10, 00 0 s il t f en ce , st ra w b al es , i nl et sed ime nt ba gsGeneral Site Infrastructure Subtotal  $161,612

C. Site HardscapePaving 

1 Concrete Paving 14,111 SF $8.25 $116,416 q uarry stone finish

2 Flush Concrete Curb 100 SF $15.00 $1,500

3 Loading Dock Improvements 874 SF $80.00 $69,920

4 6" Concrete Curb 1,925 LF $13.00 $25,025 at parking lot

5 Asphalt 4,955 SY $16.50 $81,758 heavy duty 4/8

6 Asphalt Paver 3,538 LF $16.00 $56,608

Walls7 Planter Wall 209 LF $175.00 $36,575 L imestone cap with Brick veneer one side

8 Lane Ave Wall / Fence System 339 LF $500.00 $169,500 to match existing

Site Hardscape Subtotal  $557,301

D. Site Planting 1 Ornamental Trees 19 EA $400.00 $7,600

2 Deciduous Trees 38 EA $550.00 $20,900 2" cal.

3 Seeding/ hydromulch - turf areas 4,293 SY $1.35 $5,796

Site Planting Subtotal  $34,296

E. Site Furnishings1 Lighting 12 EA $6,500 $78,000 vehicular lighting

Site Furnishings Subtotal  $78,000

Phase A-3 Subtotal  $869,20920% contingency  $173,842

Phase A-3 Total  $1,043,051

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Phase A-3 Lane Ave Parking and Service

 

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 A. General Conditions1 Mobilization & Demobilization 1 allow $3,000.00 $3,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $1,500.00 $1,500 1.5% of construction cost

General Conditions Subtotal  $4,500

B. General Site Infrastructure1 Demo 8360 CY $1.00 $8,360 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 300 CY $12.00 $3,600 excavate to subgrade for slabs

3 Spread ex stripped & stockpiled topsoil 300 CY $7.00 $2,100

4 Drainage / Utilities 8,360 SF $0.80 $6,688 b ased on total scope area

5 E ros io n- se di me nt at io n co ntro l 1 a ll ow $ 3,0 00 .0 0 $ 3,0 00 si lt f enc e, s tr aw ba le s, i nl et s ed ime nt b ag s

General Site Infrastructure Subtotal  $23,748

C. Site HardscapePaving 

1 Concrete Paving 1,179 SF $8.25 $9,727

2 Flush Concrete Curb 270 SF $15.00 $4,0503 Loading Dock Improvements 200 SF $80.00 $16,000

4 Asphalt 130 SY $16.50 $2,145 heavy duty 4/8

5 Asphalt Paver 561 S F $16.00 $8,976

Walls6 Planter Wall 30 LF $175.00 $5,250 L imestone cap with Brick veneer one side

Site Hardscape Subtotal  $46,148

D. Site Planting 1 Ornamental Trees 7 EA $400.00 $2,800

2 Deciduous Trees 7 EA $550.00 $3,850

3 Seeding/ hydromulch - turf areas 1,077 SY $1.35 $1,454

Site Planting Subtotal  $8,104

E. Site Furnishings1 Lighting 2 EA $4,500 $9,000 assume one light per 50 lf of walkway

Site Furnishings Subtotal  $9,000

Phase A-4 Subtotal  $91,50020% contingency  $18,300

Phase A-4 Total  $109,800

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Phase A-4 Norton Grounds

 

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Cost Estimate 

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71 Cost Estimate

 

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Phase A-5 Norton Living Addition

, . .h l ll i n l m , hi - h - r r . i rk

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r r  k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobil ization & Demobilizat ion 1 allow $84,000.00 $84,000 3% of constr uction cost

2 Project Survey & Stakeout 1 allow $42,000.00 $42,000 1.5% of construction cost

General Conditions Subtotal  $126,000

B. General Site Infrastructure1 Cut Removal 1,813 CY $24.00 $43,512 e xcavate to subgrade for basement

2 E ro si on - s ed im ent at io n c ont rol 1 a ll ow $ 3, 000 .0 0 $3 ,0 00 si lt f en ce , st raw b al es , i nl et s ed im en t ba gs

General Site Infrastructure Subtotal  $46,512

C. Structural Additions1 Basement Area 3,264 SF $100.00 $326,400 Area for basement and utilities

2 Livi ng Area 13,056 SF $150.00 $1, 958,400 Ar ea cal culated for struct ur al additions- four stories @ 3,264 sf per floor  

Structural Additions Subtotal  $2,284,800

Phase A-5 Subtotal  $2,457,31220% contingency  $491,462

Phase A-5 Total  $2,948,774

T

, . .

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r in - r - r . n i r  r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

. -

. , . .

 

ili i n m ili i n ll , . , n r i n

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,

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Phase A-6 Circular Quad

 

, . .

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r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobi lization & Demobil izati on 1 all ow $30,000.00 $30,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $15,000.00 $15,000 1.5% of construction cost

General Conditions Subtotal  $45,000

B. General Site Infrastructure1 Demo 20965 SF $1.00 $20,965 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 5,000 CY $12.00 $60,000 excavate to subgrade for slabs

3 Spread ex stripped & stockpiled topsoil 1000 CY $7.00 $7,000

4 Drainage / Utilities 20,965 SF $0.80 $16,772 b ased on total scope area

5 E ro si on - se di me nta ti on c on tr ol 1 a ll ow $ 5,0 00 .0 0 $ 5, 00 0 s il t f en ce, s tra w b al es, i nl et se di me nt b ag s6 Irrigation 19,368 allow $1.75 $33,894

General Site Infrastructure Subtotal  $143,631

C. Site HardscapePaving 

1 Concrete Paving 18,192 SF $8.25 $150,084 q uarry stone finish

2 Com pa cte d Ag gre gat e 2 ,5 49 S F $ 7. 00 $ 17, 84 3 l i me st on e fi ne s

3 Granite Pavers 224 SF $25.00 $5,600 4x4 cobble units

Walls4 Steps 355 LF $150.00 $53,250

5 Accessible Ramp 68 LF $200.00 $13,600

6 Handrail 273 LF $75.00 $20,475

7 Seatwall 686 LF $350.00 $240,100 L imestone cap with Limestone panel veneer both sides

8 Column 4 EA $1,500.00 $6,000 galvanized w/ black powder coating

9 Planter Wall 579 LF $175.00 $101,325 L imestone cap w/ brick veneer one side

Site Hardscape Subtotal  $608,277

D. Site Planting 1 Ornamental Trees 67 EA $400.00 $26,800

2 Deciduous Trees 43 EA $550.00 $23,650

3 Seeding/ hydromulch - turf areas 2,152 SY $1.35 $2,905

4 Planting Areas 10,117 SF $7.00 $70,819

Site Planting Subtotal  $124,174

E. Site Furnishings1 Bike Racks 12 EA $250 $3,000

2 Bollards 2 EA $1,000 $2,0003 Lighting 13 EA $4,500 $58,500 assume one light per 50 lf of walkway

4 Trash Receptacles 8 EA $1,000 $8,000

Site Furnishings Subtotal  $71,500

Phase A-6 Subtotal  $992,58220% contingency  $198,516

Phase A-6 Total  $1,191,099

T

, . .

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r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobil izati on 1 al low $20,000.00 $20,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $10,000.00 $10,000 1.5% of construction cost

General Conditions Subtotal  $30,000

B. General Site Infrastructure1 Cut / Removal 354 CY $24.00 $8,496 e xcavate to subgrade for slabs

2 E ros io n- s ed ime nta ti on c on tr ol 1 al lo w $ 3,0 00 .0 0 $3 ,0 00 si lt fe nc e, s tr aw ba le s, i nl et se di men t ba gs

General Site Infrastructure Subtotal  $11,496

C. Structural Additions1 Total Area 3,183 SF $175.00 $557,025 Area calculated for structural additions- one story

Structural Additions Subtotal  $557,025

Phase A-7 Subtotal  $598,52120% contingency  $119,704

Phase A-7 Total  $718,225

T 7

, . .

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r in - r - r . n i r  r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

. -

. , . .

 

ili i n m ili i n ll , . , n r i nr r k ll , . , . n r i n

,

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Phase A-7 Taylor Tower Entry Addition

 

, . .

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r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobi lization & Demobilization 1 all ow $10,000.00 $10,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $5,000.00 $5,000 1.5% of construction cost

General Conditions Subtotal  $15,000

B. General Site Infrastructure1 Demo 3700 SF $1.00 $3,700 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 200 CY $12.00 $2,400 excavate to subgrade for slabs

3 Spread ex stripped & stockpiled topsoil 300 CY $7.00 $2,100

4 Drainage / Utilities 3,700 allow $0.80 $2,960 b ased on total scope area

5 E ro si on - se di me nt at io n co ntro l 1 a ll ow $ 3, 00 0.0 0 $3 ,0 00 si lt fe nc e, s tr aw ba le s, i nl et se di me nt b ag s

General Site Infrastructure Subtotal  $14,160

C. Site HardscapePaving 

1 Concrete Paving 3,701 SF $8.25 $30,533

Walls

2 Seatwall 37 LF $350.00 $12,950 L imestone cap with Limestone panel veneer both sides

Site Hardscape Subtotal  $43,483

D. Site Planting 1 Ornamental Trees 24 EA $400.00 $9,600

2 Deciduous Trees 2 EA $550.00 $1,100

3 Seeding/ hydromulch - turf areas 233 SY $1.35 $315

4 Planting Areas 827 S F $7.00 $5,789

Site Planting Subtotal  $21,004

E. Site Furnishings1 Bike Racks 4 EA $250 $1,000

Site Furnishings Subtotal  $1,000

Phase A-8 Subtotal  $94,64720% contingency  $18,929

Phase A-8 Total  $113,576

T

Phase A-8 Norton / Scott Alley

 

, . .

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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,

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, . .

Cost Estimate

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Cost Estimate 72

Phase A-9 Scott Entry Addition

 

, . .

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

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ill - n r l r in . , r r l

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r in ili i ,7 ll . , n l r  

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,

 

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, . .

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7 r - m m T - r . i n n r  - , - r Tr . m l i r  

r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A.General Conditions1 Mobi lization & Demobili zati on 1 all ow $17,000.00 $17,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $8,000.00 $8,000 1.5% of construction cost

General Conditions Subtotal  $25,000

B.General Site Infrastructure1 Cut / Removal 346 CY $24.00 $8,304 e xcavate to subgrade for slabs

2 E ro si on - se di me nt ati on c on tr ol 1 a ll ow $ 3,0 00 .0 0 $ 3, 00 0 s il t f en ce, s tra w b al es, i nl et se di me nt b ag s

General Site Infrastructure Subtotal  $11,304

C.Structural Additions1 Total Area 3,115 SF $175.00 $545,125 Area calculated for structural additions- one story

Structural Additions Subtotal  $545,125

Phase A-9 Subtotal  $581,42920% contingency  $116,286

Phase A-9 Total  $697,715

 

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

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, . .

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r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A.General Conditions1 Mobi lization & Demobil izati on 1 al low $27,000.00 $27,000 3% of constructi on cost

2 Project Survey & Stakeout 1 allow $14,000.00 $14,000 1.5% of construction cost

General Conditions Subtotal  $41,000

B.General Site Infrastructure1 Gra ss re mov al / St ri p to ps oi l 13 4,0 00 S F $ 1.0 0 $1 34 ,0 00 re mo va l an d d is po sal of ex is ti ng ma te ri al s a s r eq ui re d

2 Cut / Fill - general grading 5,000 CY $12.00 $60,000 excavate to subgrade for slabs

3 Drainage / Utilities 134,000 allow $0.80 $107,200 based on total scope area

4 E ro si on - se di me nta ti on con tr ol 1 al lo w $1 0,0 00. 00 $1 0,0 00 si lt fe nc e, str aw bal es , i nl et sed ime nt ba gs

General Site Infrastructure Subtotal  $311,200

C.Site HardscapePaving 

1 Concrete Paving 13,796 SF $8.25 $113,817 q uarry stone finish

2 Flush Concrete Curb 1,449 SF $15.00 $21,735

3 Asphalt 1,611 SY $16.50 $26,582 heavy duty 4/8

4 Asphalt Paver 4,526 LF $16.00 $72,416

Walls5 Planter Wall 417 LF $175.00 $72,975 L imestone cap w/ brick veneer one side

Site Hardscape Subtotal  $307,525

D.Site Planting 1 Ornamental Trees 9 EA $400.00 $3,600

2 Deciduous Trees 5 EA $550.00 $2,750

3 Seeding/ hydromulch - turf areas 679 SY $1.35 $917

4 Planting Areas 2,157 SF $7.00 $15,099

Site Planting Subtotal  $22,366

E. Site Furnishings1 Bike Racks 5 EA $250 $1,250

2 Bollards 19 EA $1,000 $19,000

3 Lighting 14 EA $4,500 $63,000 a ssume one light per 50 lf of walkway

4 Trash Receptacles 4 EA $1,000 $4,000

Site Furnishings Subtotal  $87,250

Phase A-11 Subtotal  $769,34020% contingency  $153,868

Phase A-11 Total  $923,208

T

Phase A-11 New Commons Grounds

 

, . .

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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,

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r in - r - r . n i r  r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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r r k ll , . , . n r i n

,

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ill - n r l r in . , r r l

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T . T r h r r i i i n n

 

ili i n m ili i n ll 7, . 7, n r i n

r r k ll , . , . n r i n

,

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  ,

 A. General Conditions1 Mobi lization & Demobil izati on 1 all ow $10,000.00 $10,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $5,000.00 $5,000 1.5% of construction cost

General Conditions Subtotal  $15,000

B. General Site Infrastructure1 Cut / Removal 204 CY $24.00 $4,896 excavate to subgrade for slabs

2 E ro si on - s ed ime nta ti on c on tr ol 1 a ll ow $ 3,0 00 .0 0 $ 3, 00 0 s il t f en ce, s tr aw b al es, i nl et se di me nt b ags

General Site Infrastructure Subtotal  $7,896

C. Structural Additions1 Total Area 1,834 SF $175.00 $320,950 Area calculated for structural additions- one story

Structural Additions Subtotal  $320,950

Phase A-10 Subtotal  $343,84620% contingency  $68,769

Phase A-10 Total  $412,615

T

Phase A-10 Norton Entry Addition

 

, . .

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

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ill - n r l r in . , r r l

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r in ili i ,7 ll . , n l r  

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 

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h l ll i n l m , hi - h - r r . i rkl m , hi n r Th hi ni r i - in r ll - ll n . Tim r m

7 r - m m T - r . i n n r  - , - r Tr . m l i r  

r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobil izati on & Demobili zation 1 all ow $550,000.00 $550,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $275,000.00 $275,000 1.5% of construction cost

General Conditions Subtotal  $825,000

B. General Site Infrastructure1 Cut / Removal 15,357 CY $12.00 $184,284 e xcavate to subgrade for slabs

2 Er os io n- se di me nt at io n co ntro l 1 a ll ow $ 10, 000 .0 0 $ 10, 00 0 s il t f en ce, str aw ba le s, in le t se di me nt ba gs

General Site Infrastructure Subtotal  $194,284

C. Structural Additions1 Basement Area 27,643 SF $100.00 $2,764,300 Area calculated for basement and utilities

2 Li ving Area 62,748 SF $150.00 $9,412,200 Area calcul ated for structural additions- 3 stories @ 20,916 sf per floor  

3 Di nn in g F aci li ti es A rea 2 7,6 43 S F $ 210 .0 0 $ 5,8 05 ,0 30 Ar ea ca lc ul at ed fo r s tr uc tu ra l a dd it io ns - 1s t st or y

Structural Additions Subtotal  $17,981,530

Phase A-12 Subtotal  $19,000,81420% contingency  $3,800,163

Phase A-12 Total  $22,800,977

T

Phase A-12 New Commons / Residence Hall

Cost Estimate 

, . .

, . .h l ll i n l m , hi - h - r r . i rk

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73 Cost Estimate

Phase A-13 Blackburn Grounds

h l ll i n l m , hi - h - r r . i rkl m , hi n r Th hi ni r i - in r ll - ll n . Tim r m

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r in - r - r . n i r  r r k - i r . h in

T . T r h r r ii i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $4,500.00 $4,500 3% of construction cost

2 Project Survey & Stakeout 1 allow $2,250.00 $2,250 1.5% of construction cost

General Conditions Subtotal  $6,750

B. General Site Infrastructure1 Demo 4141 SF $1.00 $4,141 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 150 CY $12.00 $1,800 excavate to subgrade for slabs

3 Spread ex stripped & stockpiled topsoil 150 CY $7.00 $1,050

4 Drainage / Utilities 4,141 allow $0.80 $3,313 b ased on total scope area

5 E ros io n- s ed im en tat io n c on tro l 1 a ll ow $3 ,00 0.0 0 $ 3,0 00 s il t f en ce , s tra w b al es , i nl et s ed ime nt b ag sGeneral Site Infrastructure Subtotal  $13,304

C. Site HardscapePaving 

1 Concrete Paving 4,141 SF $8.25 $34,163 quarry stone finish

Site Hardscape Subtotal  $34,163

D. Site Planting 1 Ornamental Trees 2 E A $400.00 $800

2 Deciduous Trees 7 EA $550.00 $3,850

3 Seeding/ hydromulch - turf areas 899 SY $1.35 $1,214

Site Planting Subtotal  $5,864

E. Site Furnishings1 Lighting 9 EA $4,500.00 $40,500 assume one light per 50 lf of walkway

2 Trash Receptacles 2 EA $1,000.00 $2,000

Site Furnishings Subtotal  $42,500

Phase A-13 Subtotal  $102,58120% contingency  $20,516

Phase A-13 Total  $123,097

T

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tem Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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Tr h l , . ,

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T

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

T . T r h r r ii i n n 

 A. General Conditions1 Mobil ization & Demobilizati on 1 allow $95,000.00 $95,000 3% of constructi on cost

2 Project Survey & Stakeout 1 allow $48,000.00 $48,000 1.5% of construction cost

General Conditions Subtotal  $143,000

B. General Site Infrastructure1 Cut / Removal 2,500 CY $24.00 $60,000 e xcavate to subgrade for slabs

2 E ro si on - s ed ime nta ti on co ntr ol 1 a ll ow $ 3,0 00. 00 $ 3,0 00 s il t fe nce , s tra w ba le s, i nl et s ed ime nt b ag s

General Site Infrastructure Subtotal  $63,000

C. Structural Additions1 Basement Area 4,507 SF $100.00 $450,700 Area calculated for basement and utilities

2 Li ving Area 18,028 SF $150.00 $2,704,200 Area calcul ated for structural additi ons- four stories @ 4,507 sf per floor  

Structural Additions Subtotal  $3,154,900

Phase A-14 Subtotal  $3,360,90020% contingency  $672,180

Phase A-14 Total  $4,033,080

T

Phase A-14 Blackburn Living Addition

 

, . .

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7 r - m m T - r . i n n r  - , - r Tr . m l i r  

r in - r - r . n i r  r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

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ill - n r l r in . , r r l

r ri k il il 7. ,

r in ili i ,7 ll . , n l r  

r i n- im n i n n r l ll , . , il n , r l , inl im n

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l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

T . T r h r r ii i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $5,000.00 $5,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $2,500.00 $2,500 1.5% of construction cost

General Conditions Subtotal  $7,500

B. General Site Infrastructure1 Demo 3657 SF $1.00 $3,657 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 135 CY $12.00 $1,620 excavate to subgrade for slabs

3 Spread ex stripped & stockpiled topsoil 135 CY $7.00 $945

4 Drainage / Utilities 3,657 allow $0.80 $2,926 b ased on total scope area

5 E ro si on - s ed ime nta ti on c ont ro l 1 a ll ow $ 5,0 00 .0 0 $ 5,0 00 s il t fe nc e, s tr aw ba le s, i nl et s ed ime nt b agsGeneral Site Infrastructure Subtotal  $14,148

C. Site HardscapePaving 

1 Concrete Paving 3,657 SF $8.25 $30,170 quarry stone finish

2 Flush Concrete Curb 287 SF $15.00 $4,305

Site Hardscape Subtotal  $34,475

D. Site Planting 1 Deciduous Trees 7 EA $550.00 $3,850 2" cal.

2 Ornamental Trees 14 EA $400.00 $5,600

3 Seeding/ hydromulch - turf areas 365 SY $1.35 $493

4 Planting Areas 4,055 SF $7.00 $28,385

Site Planting Subtotal  $38,328

E. Site Furnishings1 Lighting 9 EA $4,500.00 $40,500 assume one light per 50 lf of walkway

2 Trash Receptacles 2 EA $1,000.00 $2,000

Site Furnishings Subtotal  $42,500

Phase A-15 Subtotal  $136,95120% contingency  $27,390

Phase A-15 Total  $164,341

T

, . .

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r in - r - r . n i r  r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

 m 7 . ,7 r m l n i l i in m ri l r ir  

ill - n r l r in . , r r l

r ri k il il 7. ,

r in ili i ,7 ll . , n l r  

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 

n r in ,7 . ,

ll 7 . , i m n i h im n n l n r h i

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l n in r 7 7. ,7

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Phase A-15 Scott Grounds

 

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m

7 r - m m T - r . i n n r  - , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobil ization & Demobi lization 1 allow $80,000.00 $80,000 3% of constructi on cost

2 Project Survey & Stakeout 1 allow $40,000.00 $40,000 1.5% of construction cost

General Conditions Subtotal  $120,000

B. General Site Infrastructure1 Cut / Removal 1,702 CY $24.00 $40,848 e xcavate to subgrade for slabs

2 Er osi on - se di me nta ti on c ont ro l 1 a ll ow $ 5,0 00 .0 0 $5 ,0 00 s il t f en ce, s tr aw ba le s, i nl et s edi me nt b ags

General Site Infrastructure Subtotal  $45,848

C. Structural Additions1 Basement Area 3,605 SF $100.00 $360,500 Area calculated for basement and utilities

2 Total Area 14,420 SF $150.00 $2,163,000 Area calculated for structural additi ons- four stori es @ 3,605 sf per floor  

Structural Additions Subtotal  $2,523,500

Phase A-16 Subtotal  $2,689,34820% contingency  $537,870

Phase A-16 Total  $3,227,218

T

Phase A-16 Scott Living Addition

 

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7 r - m m T - r . i n n r  - , - r Tr . m l i r  

r in - r - r . n i r  r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

 m 7 . ,7 r m l n i l i in m ri l r ir  

ill - n r l r in . , r r l

r ri k il il 7. ,

r in ili i ,7 ll . , n l r  

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 

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ll 7 . , i m n i h im n n l n r h i

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Cost Estimate 

, . .

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Cost Estimate 74

Phase A-17 North Campus Green Extension

,h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $1,000.00 $1,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $1,000.00 $1,000 1.5% of construction cost

General Conditions Subtotal  $2,000

B. General Site Infrastructure1 Cut / Fill - general grading 400 CY $12.00 $4,800 excavate to subgrade for slabs

2 Drainage / Utilities 16,321 allow $0.80 $13,057 based half of lawn area

3 Irrigation 10,881 allow $1.75 $19,042

4 E ro si on - s ed ime nt ati on co ntr ol 1 a ll ow $ 3,0 00 .0 0 $3 ,00 0 s i lt f en ce , st ra w b al es, i nl et s ed ime nt b ag s

General Site Infrastructure Subtotal  $39,899

C. Site HardscapePaving 1 Concrete Paving 1,600 SF $8.25 $13,200 q uarry stone finish

Site Hardscape Subtotal  $13,200

D. Site Planting 1 Deciduous Trees 12 EA $550.00 $6,600

2 Seeding/ hydromulch - turf areas 1,209 SY $1.35 $1,632

Site Planting Subtotal  $8,232

E. Site Furnishings1 Lighting 4 EA $4,500.00 $18,000 a ssume one light per 50 lf of walkway

Site Furnishings Subtotal  $18,000

Phase A-17 Subtotal  $81,33120% contingency  $16,266

Phase A-17 Total  $97,597

T

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  

r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

 ill - n r l r in . , r r l

r in ili i , ll . , 7 h l l n r  rri i n , ll .7 ,

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 

n r in , . , rr n ini h

  ,

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in h r m l h - r r , . ,

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, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $10,000.00 $10,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $1,000.00 $1,000 1.5% of construction cost

General Conditions Subtotal  $11,000

B. General Site Infrastructure1 Cut / Fill - general grading 200 CY $12.00 $2,400 excavate to subgrade for slabs

2 E ro si on - se di me nta ti on co ntr ol 1 a ll ow $3 ,00 0.0 0 $ 3,0 00 s il t f en ce , st ra w b al es , i nl et s ed ime nt ba gs

General Site Infrastructure Subtotal  $5,400

C. Structural Additions1 Total Area 3,358 SF $210.00 $705,180 Area calculated for structural additions- two stories

Structural Additions Subtotal  $705,180

Phase A-18 Subtotal  $721,58020% contingency  $144,316

Phase A-18 Total  $865,896

 

T 7

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

 ill - n r l r in . , r r l

r in ili i , ll . , 7 h l l n r  

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r i n- im n i n n r l ll , . , il n , r l , inl im n

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Phase A-18 North Commons Improvements

Drackett Quad - A $39,987,711

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75

Cost Estimate

Cost Estimate

 

: Legend *Cost Adj. Multipliers(CAM): , EA - Each SY - Square Yard A. Bid Market

, : LF - Linear Foot Allow - allowance B. Time FrameLS - Lump Sum SFT - Square Foot of C. Region of country

: SF - Square Foot Tread D. Complexity of project: AC - Acre FSF - Face Square E. Quantity Factor  

: CY - Cubic Yard Foot F. Phasing

 

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 Jones Quad - B

Cost Estimate 

, . .h l ll i n l m , hi - h - r r . i rk

l m hi n r Th hi ni r i - in r ll - ll n Tim r m

 

, . .

 

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Cost Estimate 76

Phase B-1 Main Street

l m , hi n r Th hi ni r i in r ll ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $10,000.00 $10,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $5,000.00 $5,000 1.5% of construction cost

General Conditions Subtotal  $15,000

B. General Site Infrastructure1 Demo 9414 SF $1.00 $9,414 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 349 CY $12.00 $4,188 excavate to subgrade for slabs

3 Drainage / Utilities 9,414 SF $0.80 $7,531 b ased on total scope area

4 E ro si on- s ed ime nta ti on co ntr ol 1 a ll ow $ 3, 000 .00 $ 3,0 00 si lt fe nce , s tr aw b al es , i nl et s edi me nt b ag s

General Site Infrastructure Subtotal  $24,133

C. Site HardscapePaving 

1 Concrete Paving 6,558 SF $8.25 $54,104 quarry stone finish

2 Com pa cte d A gg re ga te 1 ,9 90 S F $ 7. 00 $1 3,9 30 l ime sto ne f in es

3 Granite Pavers 866 SF $25.00 $21,650

Walls

4 2' Seatwall 199 LF $350.00 $69,650 Limestone cap with Limestone panel veneer both sides

Site Hardscape Subtotal  $159,334

D. Site Planting 1 Deciduous Trees 51 EA $550.00 $28,050 4" cal.

Site Planting Subtotal  $28,050

E. Site Furnishings1 Lighting 4 EA $4,500 $18,000 assume one light per 50 lf of walkway

2 Tree Grates 28 EA $1,500.00 $42,000

Site Furnishings Subtotal  $60,000

Phase B-1 Subtotal  $286,51720% contingency  $57,303

Phase B-1 Total  $343,820

T

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

 

m . , r m l n i l i in m ri l r ir  ill - n r l r in . , r r l

r in ili i , . 7, n l r  

r i n- im n i n n r l ll , . , il n , r l , inl im n

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r ni r . ,

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, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $15,000.00 $15,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $7,000.00 $7,000 1.5% of construction cost

General Conditions Subtotal  $22,000

B. GeneralSite Infrastructure1 Demo 68,848 SF $1.00 $68,848 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 2,500 CY $12.00 $30,000 excavate to subgrade for slabs

3 Spread ex stripped & stockpiled topsoil 2500 CY $7.00 $17,500

4 Drainage / Utilities 68,848 SF $0.80 $55,078 b ased on total scope area

5 Er osi on- s ed ime nta ti on co ntr ol 1 a ll ow $ 5, 000 .00 $5 ,00 0 s i lt fe nc e, s tr aw b al es, i nl et s ed ime nt b ag s

General Site Infrastructure Subtotal  $176,426

C. Site HardscapePaving 1 Flush Concrete Curb 2,308 LF $15.00 $34,620

2 Loading Dock Improvements 211 SF $80.00 $16,880

3 Asphalt 6,984 SY $16.50 $115,236 heavy duty 4/8

4 Asphalt Paver 3,684 SF $16.00 $58,944

Site Hardscape Subtotal  $225,680

D. Site Furnishings1 Bike Racks 4 EA $250 $1,000

2 Bollards 9 EA $1,000 $9,000

3 Lighting 7 EA $4,500 $31,500 assume one light per 50 lf of walkway

4 Trash Receptacles 4 EA $1,000 $4,000

Site Furnishings Subtotal  $45,500

Phase B-2 Subtotal  $469,60620% contingency  $93,921

Phase B-2 Total  $563,528

T

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

 m . , r m l n i l i in m ri l r ir  

ill - n r l r in . , r r l

r in ili i , . 7, n l r  

r i n- im n i n n r l ll , . , il n , r l , inl im n

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Phase B-2 Service Access

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7 r - m m T - r . i n n r  - , - r Tr . m l i r  

r in - r - r . n i r  

r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $20,000.00 $20,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $10,000.00 $10,000 1.5% of construction cost

General Conditions Subtotal  $30,000

B.GeneralSite Infrastructure1 Demo 67,162 SF $1.00 $67,162 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 2,500 CY $12.00 $30,000 excavate to subgrade for slabs

3 Spread ex stripped & stockpiled topsoil 2,500 CY $7.00 $17,500

4 Drainage / Utilities 67,162 SF $0.80 $53,730 b ased on total scope area

5 E ro si on - s ed ime nta ti on c on tr ol 1 a ll ow $ 5, 00 0.0 0 $ 5,0 00 s il t f en ce , s tr aw b al es , i nl et s ed ime nt b ag sGeneral Site Infrastructure Subtotal  $173,392

C. Site HardscapePaving 1 Concrete Paving 9,299 SF $8.25 $76,717 q uarry stone finish

2 6" Concrete Curb 1,200 LF $13.00 $15,600 at parking lot

3 Asphalt 5,396 SY $16.50 $89,034 heavy duty 4/8

4 Lane Ave Fence System 410 LF $500.00 $205,000 t o match existing

Site Hardscape Subtotal  $386,351

D. Site Planting 1 Ornamental Trees 62 EA $400.00 $24,800

2 Deciduous Trees 21 EA $550.00 $11,550

3 Seeding/ hydromulch - turf areas 1,689 SY $1.35 $2,280

4 Planting Areas 823 S F $7.00 $5,761

Site Planting Subtotal  $44,391

E. Site Furnishings1 Lighting 12 EA $6,500 $78,000 vehicular lighting

Site Furnishings Subtotal  $78,000

Phase B-3 Subtotal  $712,13420% contingency  $142,427

Phase B-3 Total  $854,560

T

Phase B-3 Lane Ave Parking and Service

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r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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r r k ll , . , . n r i n

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m 7, . 7, r m l n i l i in m ri l r ir  

ill - n r l r in , . , r r l

r ri k il il , 7. 7,r in ili i 7, . ,7 n l r  

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n r in , . 7 ,7 7 rr n ini h

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, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  

r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $7,000.00 $7,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $3,500.00 $3,500 1.5% of construction cost

General Conditions Subtotal  $10,500

B. General Site Infrastructure1 Demo 2665 SF $1.00 $2,665 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 100 CY $12.00 $1,200 excavate to subgrade for slabs

3 Spread ex stripped & stockpiled topsoil 100 CY $7.00 $700

4 Drainage / Utilities 2,665 SF $0.80 $2,132 b ased on total scope area

5 E ro si on - s ed ime nta ti on c on tr ol 1 a ll ow $ 3,0 00 .0 0 $ 3,0 00 s il t fe nc e, s tra w ba les , i nl et s ed ime nt b ag s

General Site Infrastructure Subtotal  $9,697

C. Site HardscapePaving 

1 Concrete Paving 2,665 SF $8.25 $21,986 quarry stone finish

Walls2 Steps 211 LF $150.00 $31,650

3 Handrail 16 LF $75.00 $1,200

4 Seatwall 84 LF $350.00 $29,400 L imestone cap with Limestone panel veneer both sides

5 Column 1 EA $1,500.00 $1,500 4' square columns w/ Limestone

6 Planter Wall 410 LF $175.00 $71,750 L imestone cap w/ brick veneer one side

Site Hardscape Subtotal  $157,486

D. Site Planting 1 Seeding/ hydromulch - turf areas 744 SY $1.35 $1,004

2 Planting Areas 2,366 SF $7.00 $16,562

Site Planting Subtotal  $17,566

E. Site Furnishings1 Bike Racks 4 EA $250 $1,000

2 Benches 4 EA $1,200 $4,800

3 Trash Receptacles 4 EA $1,000 $4,000

Site Furnishings Subtotal  $9,800

Phase B-4 Subtotal  $205,05020% contingency  $41,010

Phase B-4 Total  $246,060

T

, . .h l ll i n l m , hi - h - r r . i rk

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r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

m 7, . 7, r m l n i l i in m ri l r ir  

ill - n r l r in , . , r r l

r ri k il il , 7. 7,

r in ili i 7, . ,7 n l r  

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 

n r in , . 7 ,7 7 rr n ini h

" n r r , . , rkin l

h l , . , h

n n m . , m h i in

  ,

 rn m n l Tr . ,

i Tr . ,

in h r m l h - r r , . ,

l n in r 7. ,7

  ,

 i h in , 7 , hi l r li h in

  ,

T

Phase B-4 Nosker Grounds

Cost Estimate 

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m

, . .h l ll i l hi h i k

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77 Cost Estimate

Phase B-5 Nosker Living Addition Phase B-7 Jones Courtyard

l m , hi n r Th hi ni r i in r ll ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $43,000.00 $43,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $21,000.00 $21,000 1.5% of construction cost

General Conditions Subtotal  $64,000

B. General Site Infrastructure1 Cut / Removal 293 CY $24.00 $7,032 excavate to subgrade for slabs

2 E ro si on - se di men tat io n c on tr ol 1 a ll ow $ 3, 000 .0 0 $ 3,0 00 s il t fe nce , s tr aw b al es , i nl et se di me nt b ags

General Site Infrastructure Subtotal  $10,032

C. Structural Additions1 Basement Area 2,639 SF $100.00 $263,900 Area calculated for basement and utilities

2 Total Area 7,917 SF $150.00 $1,187,550 Area calcul ated for structural addi tions- three stories @ 2,639 sf per floor  

Structural Additions Subtotal  $1,451,450

Phase B-5 Subtotal  $1,525,48220% contingency  $305,096

Phase B-5 Total  $1,830,578

 

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

 m l , . , r r l

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 T l r , 7 . ,7 r l l r r r l i i n - ri

  ,

T

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

 m l . 7, r r l

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 m n r , . , r l l r m n n ili i

T l r 7, 7 . , 7, r l l r r r l i i n - hr ri , r l r  

  , ,

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

 m l , . , r r l

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 T l r , 7 . ,7 r l l r r r l i i n - ri

  ,

T

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

 m l . 7, r r l

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 m n r , . , r l l r m n n ili i

T l r 7, 7 . , 7, r l l r r r l i i n - hr ri , r l r  

  , ,

 A. General Conditions1 Mobilization & Demobilization 1 allow $20,000.00 $20,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $10,000.00 $10,000 1.5% of construction cost

General Conditions Subtotal  $30,000

B. General Site Infrastructure1 Cut / Removal 2,000 CY $24.00 $48,000 e xcavate to subgrade for slabs

2 E ros io n- s edi me nta ti on co nt ro l 1 a ll ow $ 3,0 00 .0 0 $ 3,0 00 s il t fe nc e, s tra w b al es , i nl et s edi me nt b ag s

General Site Infrastructure Subtotal  $51,000

C. Structural Additions1 Total Area 3,610 SF $175.00 $631,750 Area calculated for structural additions- two stories

Structural Additions Subtotal  $631,750

Phase B-6 Subtotal  $712,75020% contingency  $142,550

Phase B-6 Total  $855,300

T

Phase B-6 Nosker Entry Addition

 

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

 m l . 7, r r l

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 m n r , . , r l l r m n n ili i

T l r 7, 7 . , 7, r l l r r r l i i n - hr ri , r l r  

  , ,

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

 m l , . , r r l

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 T l r , 7 . ,7 r l l r r r l i i n - ri

  ,

T

h l ll i n l m , hi - h - r r . i rkl m , hi n r Th hi ni r i - in r ll - ll n . Tim r m

7 r - m m T - r . i n n r  - , - r Tr . m l i r  

r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $6,000.00 $6,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $3,000.00 $3,000 1.5% of construction cost

General Conditions Subtotal  $9,000

B. GeneralSite Infrastructure1 Demo 5069 SF $1.00 $5,069 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 200 CY $12.00 $2,400 excavate to subgrade for slabs

3 Spread ex stripped & stockpiled topsoil 200 CY $7.00 $1,400

4 Drainage / Utilities 5,069 SF $0.80 $4,055 b ased on total scope area

5 E ro si on - s ed ime nt ati on co ntr ol 1 a ll ow $ 3,0 00 .0 0 $ 3,0 00 si lt fe nc e, s tra w b al es , i nl et s ed ime nt b ag s

General Site Infrastructure Subtotal  $15,924

C. Site HardscapePaving 1 Concrete Paving 4,535 SF $8.25 $37,414 q uarry stone finish

2 Concrete Pavers 216 SF $15.00 $3,240

3 Aggregate 318 SF $7.00 $2,226

Walls4 1' Planter Wall 122 LF $175.00 $21,350 L imestone cap w/ brick veneer one side

Site Hardscape Subtotal  $64,230

D. Site Planting 1 Ornamental Trees 8 EA $400.00 $3,200

2 Deciduous Trees 10 EA $550.00 $5,500

3 Seeding/ hydromulch - turf areas 367 SY $1.35 $495

4 Planting Areas 6,017 SF $7.00 $42,119

Site Planting Subtotal  $51,314

E. Site Furnishings1 Benches 6 EA $1,200 $7,200

2 Lighting 2 EA $4,500 $9,000 assume one light per 50 lf of walkway

3 Fountain 1 EA $25,000 $25,000

Site Furnishings Subtotal  $41,200

Phase B-7 Subtotal  $222,86820% contingency  $44,574

Phase B-7 Total  $267,442

T

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

 m l . 7, r r l

r i n- im n i n n r l ll , . , il n , r l , inl im n,

 m n r , . , r l l r m n n ili i

T l r 7, 7 . , 7, r l l r r r l i i n - hr ri , r l r  

  , ,

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

 m l , . , r r l

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 T l r , 7 . ,7 r l l r r r l i i n - ri

  ,

T

, . .

h l ll i n l m , hi - h - r r . i rkl m , hi n r Th hi ni r i - in r ll - ll n . Tim r m

7 r - m m T - r . i n n r  - , - r Tr . m l i r  

r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobili zation & Demobi lizati on 1 allow $110,000.00 $110,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $50,000.00 $50,000 1.5% of construction cost

General Conditions Subtotal  $160,000

B.GeneralSite Infrastructure1 Demo 300 CY $7.00 $2,100 r emoval and disposal of existing materials as required

2 Cut / Remove 2,845 CY $24.00 $68,280 e xcavate to subgrade for slabs

3 E ro si on - s ed ime nt ati on co ntr ol 1 a ll ow $ 3, 000 .0 0 $ 3,0 00 si lt fe nc e, st ra w ba les , i nl et s ed ime nt b ag s

General Site Infrastructure Subtotal  $73,380

C. Structural Additions1 Basement Area 5,122 SF $100.00 $512,200 Area calculated for basement and utilities

2 Total Area 20,488 SF $150.00 $3,073,200 Area calculated for structural additions- four stories 5,122 sf per floor  

Structural Additions Subtotal  $3,585,400

Phase B-8 Subtotal  $3,818,78020% contingency  $763,756

Phase B-8 Total  $4,582,536

T

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

 m l . 7, r r l

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 m n r , . , r l l r m n n ili i

T l r 7, 7 . , 7, r l l r r r l i i n - hr ri , r l r  

  , ,

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

 m l , . , r r l

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 T l r , 7 . ,7 r l l r r r l i i n - ri

  ,

T

Phase B-8 Houck Living Addition

Cost Estimate 

 

, . .

, . .h l ll i l hi h i k

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Cost Estimate 78

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

 m l . 7, r r l

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 m n r , . , r l l r m n n ili i

T l r 7, 7 . , 7, r l l r r r l i i n - hr ri , r l r  

  , ,

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

 m l , . , r r l

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 T l r , 7 . ,7 r l l r r r l i i n - ri

  ,

T

Phase B-9 Houck / Taylor Service

h l ll i n l m , hi - h - r r . i rkl m , hi n r Th hi ni r i - in r ll - ll n . Tim r m

7 r - m m T - r . i n n r  - , - r Tr . m l i r  

r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $4,800.00 $4,800 3% of construction cost

2 Project Survey & Stakeout 1 allow $2,400.00 $2,400 1.5% of construction cost

General Conditions Subtotal  $7,200

B.GeneralSite Infrastructure1 Demo 7197 SF $1.00 $7,197 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 266 CY $12.00 $3,192 excavate to subgrade for slabs

3 Spread ex stripped & stockpiled topsoil 266 CY $7.00 $1,862

4 Drainage / Utilities 7,197 SF $0.80 $5,758 b ased on total scope area

5 E ro si on - s edi me nta ti on c ont ro l 1 a ll ow $3 ,0 00 .0 0 $ 3,0 00 s il t f en ce , s tr aw b al es , i nl et se di me nt b ag sGeneral Site Infrastructure Subtotal  $21,009

C. Site HardscapePaving 1 Concrete Paving 99 SF $8.25 $817 quarry stone finish

2 Loading Dock Improvements 790 SF $80.00 $63,200

3 Asphalt 418 SY $16.50 $6,897 heavy duty 4/8

4 Asphalt Paver 3,336 SF $16.00 $53,376

Walls5 1' Planter Wall 41 LF $175.00 $7,175 L imestone cap w/ brick veneer one side

Site Hardscape Subtotal  $131,465

D. Site Planting 1 Deciduous Trees 8 EA $550.00 $4,400

2 Seeding/ hydromulch - turf areas 1,252 SY $1.35 $1,690

Site Planting Subtotal  $6,090

Phase B-9 Subtotal  $165,76420% contingency  $33,153

Phase B-9 Total  $198,916

T

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $6,000.00 $6,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $3,000.00 $3,000 1.5% of construction cost

General Conditions Subtotal  $9,000

B.GeneralSite Infrastructure1 Demo 3746 SF $7.00 $26,222 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 138 CY $12.00 $1,656 excavate to subgrade for slabs

3 Spread ex stripped & stockpiled topsoil 138 CY $7.00 $966

4 Drainage / Utilities 3,746 SF $0.80 $2,997 b ased on total scope area

5 E ro si on - s edi me nta ti on c on tro l 1 a ll ow $ 5,0 00 .0 0 $ 5,0 00 si lt fe nc e, st ra w b al es , i nl et s ed ime nt b ag s

General Site Infrastructure Subtotal  $36,841

C. Site HardscapePaving 1 Concrete Paving 2,756 SF $8.25 $22,737 q uarry stone finish

2 Concrete Pavers 990 SF $15.00 $14,850

Walls3 1' Planter Wall 240 LF $175.00 $42,000 L imestone cap w/ brick veneer one side

4 Column 2 EA $1,500.00 $3,000 4' square columns w/ Limestone

Site Hardscape Subtotal  $82,587

D. Site Planting 1 Deciduous Trees 6 E A $550.00 $3,300

2 Seeding/ hydromulch - turf areas 535 SY $1.35 $722

3 Planting Areas 2,046 SF $7.00 $14,322Site Planting Subtotal  $18,344

E. Site Furnishings1 Lighting 2 EA $4,500 $9,000 assume one light per 50 lf of walkway

2 Bike Racks 8 EA $250 $2,000

Site Furnishings Subtotal  $11,000

Phase B-10 Subtotal  $157,77220% contingency  $31,554

Phase B-10 Total  $189,326

T

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

 m l . 7, r r l

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 m n r , . , r l l r m n n ili i

T l r 7, 7 . , 7, r l l r r r l i i n - hr ri , r l r  

  , ,

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

 m l , . , r r l

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 T l r , 7 . ,7 r l l r r r l i i n - ri

  ,

T

Phase B-10 Jones

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

ili i n m ili i n ll 7, . 7, n r i n

r r k ll , . , . n r i n

,

m 7. , r m l n i l i in m ri l r ir  

m . , r r l

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 T l r , 7 . , r l l r r r l i i n - n r  

  ,

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

m 7. , r m l n i l i in m ri l r ir  

il in m l , . , r m l n i l i in r r  

m l , . 7, r r l

r ri k il il 7. ,

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 m n r ,7 . , 7 , r l l r m n n ili i

i in r 7, . 7, , r l l r r r l i i n - r ri ,7 r l r  

  , ,

T 7

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

ili i n m ili i n ll 7, . 7, n r i n

r r k ll , . , . n r i n

,

m 7. , r m l n i l i in m ri l r ir  

m . , r r l

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 T l r , 7 . , r l l r r r l i i n - n r  

  ,

 A. General Conditions1 Mobi lization & Demobi lizati on 1 al low $250,000.00 $250,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $125,000.00 $125,000 1.5% of construction cost

General Conditions Subtotal  $375,000

B. GeneralSite Infrastructure1 Demo 300 CY $7.00 $2,100 r emoval and disposal of existing materials as required

2 Building Removal 34,000 SF $3.50 $119,000 removal and disposal of existing structure

3 Cut / Removal 6,544 CY $24.00 $157,056 e xcavate to subgrade for slabs

4 Spread ex stripped & stockpiled topsoil 300 CY $7.00 $2,100

5 E ro si on- s ed ime nta ti on co ntr ol 1 a ll ow $ 3,0 00. 00 $ 3, 000 s il t f en ce , st ra w b al es , i nl et se di men t b ags

General Site Infrastructure Subtotal  $283,256

C. Structural Additions1 Basement Area 11,780 SF $100.00 $1,178,000 Area calculated for basement and utilities

2 Li vi ng Area 47,120 SF $150.00 $7,068,000 Area calculated for structural addi tions- four stories @ 11,780 per floor  Structural Additions Subtotal  $8,246,000

Phase B-12 Subtotal  $8,904,25620% contingency  $1,780,851

Phase B-12 Total  $10,685,107

T 7

h l ll i n l m , hi - h - r r . i rkl m , hi n r Th hi ni r i - in r ll - ll n . Tim r m

7 r - m m T - r . i n n r  - , - r Tr . m l i r  

r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $7,000.00 $7,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $3,000.00 $3,000 1.5% of construction cost

General Conditions Subtotal  $10,000

B. GeneralSite Infrastructure1 Demo 300 CY $7.00 $2,100 r emoval and disposal of existing materials as required

2 Cut / Remove 200 CY $24.00 $4,800 excavate to subgrade for slabs

3 E ro si on- s ed ime nta ti on co ntr ol 1 a ll ow $ 3,0 00. 00 $ 3, 000 s il t f en ce , st ra w b al es , i nl et se di men t b ags

General Site Infrastructure Subtotal  $9,900

C. Structural Additions1 Total Area 1,218 SF $175.00 $213,150 Area calculated for structural additions- one story

Structural Additions Subtotal  $213,150

Phase B-11 Subtotal  $233,05020% contingency  $46,610

Phase B-11 Total  $279,660

 

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

m 7. , r m l n i l i in m ri l r ir  

il in m l , . , r m l n i l i in r r  

m l , . 7, r r l

r ri k il il 7. ,

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 m n r ,7 . , 7 , r l l r m n n ili i

i in r 7, . 7, , r l l r r r l i i n - r ri ,7 r l r  

  , ,

T 7

Phase B-11 Jones Entry Addition

 

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

ili i n m ili i n ll 7, . 7, n r i n

r r k ll , . , . n r i n

,

m 7. , r m l n i l i in m ri l r ir  

m . , r r l

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 T l r , 7 . , r l l r r r l i i n - n r  

  ,

ili i n m ili i n ll , . , n r i n

r r k ll , . , . n r i n

,

m 7. , r m l n i l i in m ri l r ir  

il in m l , . , r m l n i l i in r r  

m l , . 7, r r l

r ri k il il 7. ,

r i n- im n i n n r l ll , . , il n , r l , inl im n

,

 m n r ,7 . , 7 , r l l r m n n ili i

i in r 7, . 7, , r l l r r r l i i n - r ri ,7 r l r  

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T 7

Phase B-12 New Residential Building 1

 , . .

h l ll i n l m , hi - h - r r . i rkl m , hi n r Th hi ni r i - in r ll - ll n . Tim r m

7 r - m m T - r . i n n r  - , - r Tr . m l i r  

r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $5,500.00 $5,500 3% of construction cost

2 Project Survey & Stakeout 1 allow $2,500.00 $2,500 1.5% of construction cost

General Conditions Subtotal  $8,000

B. GeneralSite Infrastructure1 Demo 5229 SF $7.00 $36,603 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 193 CY $12.00 $2,316 excavate to subgrade for slabs

3 Spread ex stripped & stockpiled topsoil 193 CY $7.00 $1,351

4 Drainage / Utilities 5,229 SF $0.80 $4,183 b ased on total scope area

5 E ros io n- se di me nta ti on c on tro l 1 a ll ow $5 ,0 00 .0 0 $ 5, 000 s il t fe nc e, s tr aw b al es, i nl et s edi me nt b ags

General Site Infrastructure Subtotal  $49,453

C. Site HardscapePaving 1 Concrete Paving 3,979 SF $8.25 $32,827 q uarry stone finish

2 Concrete Pavers 369 SF $15.00 $5,535

3 Loading Dock Improvements 129 SF $80.00 $10,320

4 Asphalt 15 S Y $16.50 $248 heavy duty 4/8

5 Asphalt Paver 746 SF $16.00 $11,936

Walls6 Steps 30 LF $150.00 $4,500

7 1' Planter Wall 44 LF $175.00 $7,700 L imestone cap w/ brick veneer one side

8 Column 1 EA $1,500.00 $1,500 4' square columns w/ Limestone

Site Hardscape Subtotal  $74,565

D. Site Planting 1 Deciduous Trees 5 EA $550.00 $2,750

2 Seeding/ hydromulch - turf areas 933 SY $1.35 $1,260

3 Planting Areas 728 S F $7.00 $5,096

Site Planting Subtotal  $9,106

E. Site Furnishings1 Lighting 4 EA $4,500 $18,000 assume one light per 50 lf of walkway

2 Bike Racks 8 EA $250 $2,000

Site Furnishings Subtotal  $20,000

Phase B-13 Subtotal  $161,12420% contingency  $32,225

Phase B-13 Total  $193,349

T

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

ili i n m ili i n ll 7, . 7, n r i n

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ili i n m ili i n ll , . , n r i n

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il in m l , . , r m l n i l i in r r  

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r i n- im n i n n r l ll , . , il n , r l , inl im n

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Phase B-13 New Residential Building 1 Grounds

Cost Estimate 

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, . .

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79 Cost Estimate

h l ll i n l m , hi - h - r r . i rkl m , hi n r Th hi ni r i - in r ll - ll n . Tim r m

7 r - m m T - r . i n n r  - , - r Tr . m l i r  

r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $17,000.00 $17,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $8,000.00 $8,000 1.5% of construction cost

General Conditions Subtotal  $25,000

B. GeneralSite Infrastructure1 Demo 39563 CY $7.00 $276,941 removal and disposal of existing materials as required

2 Cut / Fill - general grading 1,465 CY $12.00 $17,580 excavate to subgrade for slabs

3 Spread ex stripped & stockpiled topsoil 1465 CY $7.00 $10,255

4 Drainage / Utilities 39,563 SF $0.80 $31,650 b ased on total scope area

5 E ro si on - s ed ime nta ti on co ntr ol 1 al lo w $ 5,0 00 .0 0 $ 5,0 00 s il t f en ce , st ra w b al es , i nl et se di men t b ags6 Irrigation 34713 SF $1.75 $60,748

General Site Infrastructure Subtotal  $402,174

C. Site HardscapePaving 1 Concrete Paving 78 SF $8.25 $644

2 Aggregate 4,772 SF $7.00 $33,404

Site Hardscape Subtotal  $34,048

D. Site Planting 1 Deciduous Trees 18 EA $550.00 $9,900

2 Seeding/ hydromulch - turf areas 3,857 SY $1.35 $5,207

Site Planting Subtotal  $15,107

E. Site Furnishings1 Lighting 11 EA $4,500 $49,500 assume one light per 50 lf of walkway

Site Furnishings Subtotal  $49,500

Phase B-14 Subtotal  $525,82920% contingency  $105,166

Phase B-14 Total  $630,994

T

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r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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T 7

Phase B-14 Egg Green

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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,

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ili i n m ili i n ll , . , n r i n

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,

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r i n- im n i n n r l ll , . , il n , r l , inl im n

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T 7

Phase B-16 Haverfield Entry Addition

 

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n 

 A. General Conditions1 Mobilization & Demobilization 1 allow $8,000.00 $8,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $4,000.00 $4,000 1.5% of construction cost

General Conditions Subtotal  $12,000

B. General Site Infrastructure1 Demo 7742 SF $1.00 $7,742 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 280 CY $12.00 $3,360 excavate to subgrade for slabs

3 Spread ex stripped & stockpiled topsoil 280 CY $7.00 $1,960

4 Drainage / Utilities 7,742 SF $0.80 $6,194 b ased on total scope area

5 E ros ion - s edi me nta ti on co ntr ol 1 a ll ow $3 ,0 00 .00 $ 3, 000 s il t f en ce , st ra w ba les , i nl et s edi me nt b ag s

General Site Infrastructure Subtotal  $22,256

C. Site HardscapePaving 1 Concrete Paving 2,634 SF $8.25 $21,731 q uarry stone finish

2 Co mp ac te d A gg re ga te 5 ,1 08 S F $ 7. 00 $ 35, 756 l ime st on e fi ne s

Walls3 Seatwall 100 LF $350.00 $35,000 Limestone cap with Limestone panel veneer both sides

Site Hardscape Subtotal  $92,487

D. Site Planting 1 Deciduous Trees 33 EA $550.00 $18,150

Site Planting Subtotal  $18,150

E. Site Furnishings1 Lighting 3 EA $4,500 $13,500 assume one light per 50 lf of walkway

2 Trash Recepticles 10 EA $1,000 $10,000

3 Benches 40 EA $1,200 $48,000

Site Furnishings Subtotal  $71,500

Phase B-15 Subtotal  $216,39220% contingency  $43,278

Phase B-15 Total  $259,671

T

h l ll i n l m , hi - h - r r . i rkl m , hi n r Th hi ni r i - in r ll - ll n . Tim r m

7 r - m m T - r . i n n r  - , - r Tr . m l i r  

r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobili zation & Demobil ization 1 allow $200,000.00 $200,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $100,000.00 $100,000 1.5% of construction cost

General Conditions Subtotal  $300,000

B. GeneralSite Infrastructure1 Demo 300 CY $7.00 $2,100 r emoval and disposal of existing materials as required

2 Cut / Removal 442 CY $24.00 $10,608 e xcavate to subgrade for slabs

3 E ro si on - se di me nt at io n c ont ro l 1 a ll ow $ 3, 000 .00 $3 ,00 0 s i lt fe nc e, s tra w b al es , i nl et se di me nt b ags

General Site Infrastructure Subtotal  $15,708

C. Structural Additions1 Total Area 3,986 SF $175.00 $697,550 Area calculated for structural additions- one story

Structural Additions Subtotal  $697,550

Phase B-16 Subtotal  $1,013,25820% contingency  $202,652

Phase B-16 Total  $1,215,910

T

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  

r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $3,000.00 $3,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $1,500.00 $1,500 1.5% of construction cost

General Conditions Subtotal  $4,500

B. General Site Infrastructure1 Demo 2908 SF $1.00 $2,908 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 100 CY $12.00 $1,200 excavate to subgrade for slabs

3 Spread ex stripped & stockpiled topsoil 100 CY $7.00 $700

4 Drainage / Utilities 2,908 SF $0.80 $2,326 b ased on total scope area

5 E ro si on - s ed ime nta ti on co nt ro l 1 al lo w $3 ,0 00 .00 $ 3,0 00 si lt fe nc e, s tr aw b al es , i nl et s edi me nt b ag s

General Site Infrastructure Subtotal  $10,134

C. Site HardscapePaving 

1 Concrete Paving 2,908 SF $8.25 $23,991

Walls2 Seatwall 40 LF $350.00 $14,000 L imestone cap with Limestone panel veneer both sides

Site Hardscape Subtotal  $37,991

D. Site Planting 1 Deciduous Trees 12 EA $550.00 $6,600

2 Seeding/ hydromulch - turf areas 920 SY $1.35 $1,242

Site Planting Subtotal  $7,842

E. Site Furnishings1 Lighting 7 EA $4,500 $31,500 assume one light per 50 lf of walkway

2 Tree Grates 7 EA $1,500 $10,500

Site Furnishings Subtotal  $42,000

Phase B-17 Subtotal  $102,46720% contingency  $20,493

Phase B-17 Total  $122,961

T

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $8,000.00 $8,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $4,000.00 $4,000 1.5% of construction cost

General Conditions Subtotal  $12,000

B.GeneralSiteInfrastructure1 Demo 300 CY $7.00 $2,100 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 156 CY $24.00 $3,744 excavate to subgrade for slabs

3 E ros ion - s ed ime nta ti on c ont ro l 1 a ll ow $ 3,0 00 .0 0 $ 3,0 00 s il t f en ce , st ra w ba les , i nl et s ed ime nt b ag s

General Site Infrastructure Subtotal  $8,844

C. Structural Additions1 Total Area 1,392 SF $175.00 $243,600 Area calculated for structural additions- one story

Structural Additions Subtotal  $243,600

Phase B-18 Subtotal  $264,44420% contingency  $52,889

Phase B-18 Total  $317,333

 

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r in - r - r . n i r  r r k - i r . h in

Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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T 7

Phase B-15 Pedestrian Allee

 

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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Phase B-17 Haverfield Grounds

 

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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Phase B-18 Blackburn Entry Addition

Cost Estimate   

 

, . .h l ll i n l m , hi - h - r r . i rk

l hi Th hi i i i ll ll Ti

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Cost Estimate 80

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

ili i n m ili i n ll 7, . 7, n r i n

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T 7

Phase B-19 Blackburn Grounds

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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T 7

Phase B-21 New Residential Building 2 Grounds

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

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T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $1,000.00 $1,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $1,000.00 $1,000 1.5% of construction cost

General Conditions Subtotal  $2,000

B. General Site Infrastructure1 Demo 540 SF $1.00 $540 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 20 CY $12.00 $240 excavate to subgrade for slabs

3 Spread ex stripped & stockpiled topsoil 20 CY $7.00 $140

4 Drainage / Utilities 540 SF $0.80 $432 b ased on total scope area

5 E ro si on - s ed ime nta ti on co nt ro l 1 a ll ow $ 3,0 00 .0 0 $ 3, 00 0 s i lt f en ce , s tra w b al es, i nl et s ed im en t b ag sGeneral Site Infrastructure Subtotal  $4,352

C. Site HardscapePaving 1 Concrete Paving 540 SF $8.25 $4,455 quarry stone finish

Walls2 Seatwall 24 LF $350.00 $8,400 L imestone cap with Limestone panel veneer both sides

Site Hardscape Subtotal  $12,855

D. Site Planting 1 Deciduous Trees 3 E A $550.00 $1,650

2 Seeding/ hydromulch - turf areas 464 SY $1.35 $626

3 Planting Areas 977 S F $7.00 $6,839

Site Planting Subtotal  $9,115

Phase B-19 Subtotal  $28,32220% contingency  $5,664

Phase B-19 Total  $33,987

T

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobil ization & Demobilizati on 1 all ow $149,000.00 $149,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $75,000.00 $75,000 1.5% of construction cost

General Conditions Subtotal  $224,000

B. GeneralSite Infrastructure1 Demo 300 CY $7.00 $2,100 r emoval and disposal of existing materials as required

2 Cut / Removal 4,132 CY $12.00 $49,584 e xcavate to subgrade for slabs

3 E ros ion - s edi me nta ti on co ntr ol 1 a ll ow $ 3,0 00 .0 0 $ 3,0 00 si lt fe nc e, s tr aw b al es , i nl et s ed im ent b ag s

General Site Infrastructure Subtotal  $54,684

C. Structural Additions1 Basement Area 7,439 SF $100.00 $743,900 Area calculated for basement and utilities

2 Living Area 22,317 SF $150.00 $3,347,550 Area calculated for structural addi tions- three stories @ 7439 sf per floor  

Structural Additions Subtotal  $4,091,450

Phase B-20 Subtotal  $4,370,13420% contingency  $874,027

Phase B-20 Total  $5,244,161

T

l ll i l m , i r r . i rkl m , i r T i i r i - i r ll - ll . Tim r m

7 r - m m T - r . i r  - , - r Tr . m l i r  

r i - r - r . i r  r r k - i r . i

T . T r r ri i i

 A. General Conditions1 Mobilization & Demobilization 1 allow $2,700.00 $2,700 3% of construction cost

2 Project Survey & Stakeout 1 allow $1,350.00 $1,350 1.5% of construction cost

General Conditions Subtotal  $4,050

B. General Site Infrastructure1 Demo 3484 SF $1.00 $3,484 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 130 CY $12.00 $1,560 excavate to subgrade for slabs

3 Spread ex stripped & stockpiled topsoil 130 CY $7.00 $910

4 Drainage / Utilities 3,484 SF $0.80 $2,787 b ased on total scope area

5 Er osi on- sedimentati on contr ol 1 al low $3,000.00 $3,000 sil t f ence, st raw bales, inlet sedim ent bags

General Site Infrastructure Subtotal  $11,741

C. Site HardscapePaving 

1 Concrete Paving 2,249 SF $8.25 $18,554 quarry stone finish

2 Asphalt 48 S Y $16.50 $792 heavy duty 4/8

3 Asphalt Paver 803 SF $16.00 $12,848

Walls4 Steps 18 LF $150.00 $2,700

Site Hardscape Subtotal  $34,894

D. Site Plantin1 Deciduous Trees 11 EA $550.00 $6,050

2 Seeding/ hydromulch - turf areas 555 SY $1.35 $749

Site Planting Subtotal  $6,799

E. Site Furnishin s1 Lighting 2 EA $4,500 $9,000 assume one light per 50 lf of walkway

2 Tree Grates 4 EA $1,500 $6,000

Site Furnishings Subtotal  $15,000

Phase B-21 Subtotal  $72,48520% contingency  $14,497

Phase B-21 Total  $86,982

T

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r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $4,000.00 $4,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $2,000.00 $2,000 1.5% of construction cost

General Conditions Subtotal  $6,000

B. General Site Infrastructure1 Demo 2757 CY $12.00 $33,084 r emoval and disposal of existing materials as required

2 Cut / Fill - general grading 100 CY $12.00 $1,200 excavate to subgrade for slabs

3 Spread ex stripped & stockpiled topsoil 100 CY $7.00 $700

4 Drainage / Utilities 2,757 SF $0.80 $2,206 b ased on total scope area

5 E ro si on - se di me nta ti on c on tro l 1 a ll ow $ 3,0 00 .0 0 $ 3,0 00 si lt fe nc e, s tra w b al es , i nl et s ed ime nt ba gs

General Site Infrastructure Subtotal  $40,190

C. Site HardscapePaving 1 Asphalt 787 SY $16.50 $12,986 heavy duty 4/8

2 Concrete Paving 2,757 SF $8.25 $22,745 q uarry stone finish

Site Hardscape Subtotal  $35,731

D. Site Planting 1 Ornamental Trees 11 EA $400.00 $4,400

2 Deciduous Trees 19 EA $550.00 $10,4503 Seeding/ hydromulch - turf areas 1,130 SY $1.35 $1,526

Site Planting Subtotal  $16,376

E. Site Furnishings1 Lighting 4 EA $4,500 $18,000 assume one light per 50 lf of walkway

Site Furnishings Subtotal  $18,000

Phase B-22 Subtotal  $116,29620% contingency  $23,259

Phase B-22 Total  $139,555

 

T 7

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed 

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Phase B-20 New Residential Building 2

 

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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Phase B-22 New Residential Building 2 Grounds

Jones Quad - B $29,141,735 

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81

Cost Estimate

Cost Estimate

 

: Legend *Cost Adj. Multipliers(CAM): , EA - Each SY - Square Yard A. Bid Market

, : LF - Linear Foot Allow - allowance B. Time FrameLS - Lump Sum SFT - Square Foot of C. Region of country

: SF - Square Foot Tread D. Complexity of project: AC - Acre FSF - Face Square E. Quantity Factor  

: CY - Cubic Yard Foot F. Phasing

 

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Taylor Quad - C

Cost Estimate

 

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Cost Estimate 82

Phase C-1 Main Street

r r k i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $14,000.00 $14,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $7,000.00 $7,000 1.5% of construction cost

General Conditions Subtotal  $21,000

B. General Site Infrastructure1 Demo/ Strip topsoil 51122 SF $1.00 $51,122 remove existing pavement / strip existing top soil

2 Cut / Fill - general grading 1,900 CY $12.00 $22,800 excavate to subgrade for slabs

4 Drainage / Utilities 51,122 SF $0.80 $40,898 b ased on total scope area

3 E ro si on - s ed ime nt ati on c on tr ol 1 a ll ow $ 3, 000 .00 $ 3, 00 0 s il t f enc e, s tra w b al es, i nl et s ed ime nt ba gs

General Site Infrastructure Subtotal  $117,820

C. Site HardscapePaving 1 Concrete Paving 4,715 SF $8.25 $38,899 q uarry stone finish

2 Co mp act ed A gg re ga te 2 ,3 64 S F $ 7.0 0 $ 16, 548 l ime sto ne fi ne s

3 Granite Pavers 1,043 SF $25.00 $26,075

Walls4 Seatwall 205 LF $350.00 $71,750 Limestone cap with Limestone panel veneer both sides

5 Planter Wall 16 LF $175.00 $2,800 L imestone cap w/ brick veneer one side

6 Column 1 EA $1,500.00 $1,500 4' square columns w/ Limestone

Site Hardscape Subtotal  $157,572

D. Site Planting 1 Deciduous Trees 41 EA $550.00 $22,550 4" cal.

2 Seeding/ hydromulch - turf areas 190 SY $1.35 $257

3 Planting Areas 953 S F $7.00 $6,671

Site Planting Subtotal  $29,478

E. Site Furnishings1 Lighting 11 EA $4,500 $49,500 assume one light per 50 lf of walkway

2 Tree Grates 32 EA $1,500 $48,000

Site Furnishings Subtotal  $97,500

Phase C-1 Subtotal  $423,36920% contingency  $84,674

Phase C-1 Total  $508,043

T

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l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

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T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $10,000.00 $10,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $5,000.00 $5,000 1.5% of construction cost

General Conditions Subtotal  $15,000

B.GeneralSite Infrastructure1 Demo/ Strip topsoil 14290 SF $1.00 $14,290 remove existing pavement / strip existing top soil

2 Cut / Fill - general grading 500 CY $12.00 $6,000 excavate to subgrade for slabs

3 Spread ex stripped & stockpiled topsoil 500 CY $7.00 $3,500

4 Drainage / Utilities 14,290 SF $0.80 $11,432 b ased on total scope area

5 E ro si on - s ed ime nta ti on c on tr ol 1 a ll ow $ 3, 00 0. 00 $3 ,0 00 s il t fe nce , s tr aw b al es , i nl et s ed ime nt b ag s

General Site Infrastructure Subtotal  $38,222

C. Site HardscapePaving 1 Concrete Paving 2,606 SF $8.25 $21,500 q uarry stone finish

2 Flush Concrete Curb 1,087 SF $15.00 $16,305

3 Asphalt 684 SY $16.50 $11,286 heavy duty 4/8

4 Asphalt Paver 4,441 SF $16.00 $71,056Site Hardscape Subtotal  $120,147

D. Site Planting 1 Deciduous Trees 16 EA $550.00 $8,800 2" cal.

2 Seeding/ hydromulch - turf areas 266 SY $1.35 $359

Site Planting Subtotal  $9,159

E. Site Furnishings1 Tree Grates 8 EA $1,500 12,000 6'x4' rectangular iron tree grates

2 Lighting 8 EA $4,500 $36,000 assume one light per 50 lf of walkway

3 Bollards 12 EA $1,000 $12,000

4 Bike Racks 6 EA $250 $1,500

Site Furnishings Subtotal  $61,500

Phase C-2 Subtotal  $244,02820% contingency  $48,806

Phase C-2 Total  $292,833

T

l m , hi n r Th hi ni r i in r ll ll n . Tim r m7 r - m m T - r . i n n r  

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r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $6,000.00 $6,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $3,000.00 $3,000 1.5% of construction cost

General Conditions Subtotal  $9,000

B. General Site Infrastructure1 Demo/ Strip topsoil 13720 SF $1.00 $13,720 remove existing pavement / strip existing top soil

2 Cut / Fill - general grading 500 CY $12.00 $6,000 excavate to subgrade for slabs

3 Drainage / Utilities 13,720 SF $0.80 $10,976 b ased on total scope area

4 E ro si on - se di men ta ti on c on tr ol 1 a ll ow $ 5,0 00 .0 0 $5 ,00 0 s i lt f enc e, s tr aw b al es , i nl et se di me nt b ag s

General Site Infrastructure Subtotal  $35,696

C. Site HardscapePaving 1 Concrete Paving 1,566 SF $8.25 $12,920 q uarry stone finish

2 Flush Concrete Curb 562 SF $15.00 $8,430

3 Loading Dock Improvements 874 SF $80.00 $69,920

4 Asphalt 863 SY $16.50 $14,240 heavy duty 4/8

5 Asphalt Paver 3,825 SF $16.00 $61,200

Site Hardscape Subtotal  $166,709

D. Site Planting 1 Deciduous Trees 6 EA $550.00 $3,300 2" cal.

2 Seeding/ hydromulch - turf areas 136 SY $1.35 $184

Site Planting Subtotal  $3,484

E. Site Furnishings2 Lighting 11 EA $4,500 $49,500 assume one light per 50 lf of walkway

Site Furnishings Subtotal  $49,500

Phase C-3 Subtotal  $264,38920% contingency  $52,878

Phase C-3 Total  $317,266

T

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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Phase C-2 Service Area

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Phase C-3 Lane Avenue Parking and Service

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T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $7,000.00 $7,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $3,500.00 $3,500 1.5% of construction cost

General Conditions Subtotal  $10,500

B. General Site Infrastructure1 Demo/ Strip topsoil 3380 SF $1.00 $3,380 remove existing pavement / strip existing top soil

2 Cut / Fill - general grading 150 CY $12.00 $1,800 excavate to subgrade for slabs

3 Drainage / Utilities 3,380 SF $0.80 $2,704 b ased on total scope area

4 E ro si on- s ed im en ta ti on co nt ro l 1 a ll ow $ 3,0 00 .0 0 $ 3, 000 s il t fe nc e, s tra w b al es , i nl et s ed im ent b ag s

General Site Infrastructure Subtotal  $10,884

C. Site HardscapePaving 1 Concrete Paving 3,380 SF $8.25 $27,885 q uarry stone finish

Walls2 Seatwall 15 LF $350.00 $5,250 L imestone cap with Limestone panel veneer both sides

3 Planter Wall 307 LF $175.00 $53,725 L imestone cap w/ brick veneer one side

Site Hardscape Subtotal  $86,860

D. Site Planting 1 Ornamental Tress 21 EA $400.00 $8,400

2 Deciduous Trees 4 EA $550.00 $2,200 2" cal.

3 Seeding/ hydromulch - turf areas 40 SY $1.35 $54

4 Planting Areas 2,751 SF $7.00 $19,257

Site Planting Subtotal  $29,911

E. Site Furnishings1 Bollards 8 EA $1,000 $8,000

2 Lighting 4 EA $4,500 $18,000 assume one light per 50 lf of walkway

3 Bike Racks 6 EA $250 $1,500

Site Furnishings Subtotal  $27,500

Phase C-4 Subtotal  $165,65520% contingency  $33,131

Phase C-4 Total  $198,786

T

Phase C-4 Pedestrian Allee

 

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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Cost Estimate 

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83 Cost Estimate

Phase C-5 Quad Green

7 r - m m T - r . i n n r  - , - r Tr . m l i r  

r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $10,000.00 $10,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $5,000.00 $5,000 1.5% of construction cost

General Conditions Subtotal  $15,000

B. General Site Infrastructure1 Demo/ Strip topsoil 5333 SF $1.00 $5,333 remove existing pavement / strip existing top soil

2 Cut / Fill - general grading 200 CY $12.00 $2,400 excavate to subgrade for slabs

3 Drainage / Utilities 5,333 SF $0.80 $4,266 b ased on total scope area

4 Irrigation 12528 SF $1.75 $21,924

5 E ro si on - se di men tat io n c on tr ol 1 a ll ow $ 3, 000 .0 0 $ 3,0 00 s il t fe nce , s tr aw b al es , i nl et s ed ime nt b agsGeneral Site Infrastructure Subtotal  $36,923

C. Site HardscapePaving 1 Concrete Paving 4,879 SF $8.25 $40,252 quarry stone finish

2 Compacted Aggregate 454 SF $7.00 $3,178 l imestone fines

Walls3 Planter Wall 450 LF $175.00 $78,750 L imestone cap w/ brick veneer one side

4 Column 2 EA $1,500.00 $3,000 4' square columns w/ Limestone

5 Sculpture 1 EA $2,000.00 $2,000 Limestone Slab

Site Hardscape Subtotal  $127,180

D. Site Planting 1 Ornamental Tress 56 EA $400.00 $22,400

2 Deciduous Trees 2 EA $500.00 $1,000 2" cal.

3 Seeding/ hydromulch - turf areas 1,392 SY $1.35 $1,879

4 Planting Areas 2,751 SF $10.00 $27,510

Site Planting Subtotal  $52,789

E. Site Furnishings1 Lighting 4 EA $4,500 $18,000 assume one light per 50 lf of walkway

2 Bike Racks 6 EA $250 $1,500

Site Furnishings Subtotal  $19,500

Phase C-5 Subtotal  $251,392

20% contingency  $50,278Phase C-5 Total  $301,671

T

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l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

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r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $6,000.00 $6,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $3,000.00 $3,000 1.5% of construction cost

General Conditions Subtotal  $9,000

B. General Site Infrastructure2 Cut /Removal 125 CY $24.00 $3,000 excavate to subgrade for slabs

4 E ro si on - s ed im en ta ti on c on tr ol 1 a ll ow $ 1,0 00 .0 0 $ 1,0 00 si lt fe nc e, s tra w ba les , i nl et s ed ime nt b ag s

General Site Infrastructure Subtotal  $4,000

C. Structural Additions4 Total Area 1,122 SF $175.00 $196,350 Area calculated for structural additions- one story

Structural Additions Subtotal  $196,350

Phase C-6 Subtotal  $209,35020% contingency  $41,870

Phase C-6 Total  $251,220

T

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- , - r Tr . m l i r  r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $13,000.00 $13,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $6,000.00 $6,000 1.5% of construction cost

General Conditions Subtotal  $19,000

B. General Site Infrastructure1 Demo/ Strip topsoil 6073 SF $1.00 $6,073 remove existing pavement / strip existing top soil

2 Cut / Fill - general grading 225 CY $12.00 $2,700 excavate to subgrade for slabs

3 Drainage / Utilities 6,073 SF $0.80 $4,858 b ased on total scope area

4 E ro si on - s ed ime nta ti on c on tro l 1 al lo w $ 3, 00 0. 00 $3 ,0 00 s il t f en ce , s tr aw b al es , i nl et s edi me nt ba gs

General Site Infrastructure Subtotal  $16,631

C. Site HardscapePaving 1 Concrete Paving 3,234 SF $8.25 $26,681 q uarry stone finish

6 Asphalt Paver 2,839 LF $16.00 $45,424

Walls2 Planter Wall 202 LF $175.00 $35,350 L imestone cap w/ brick veneer one side

Site Hardscape Subtotal  $107,455

D. Site Planting 1 Ornamental Tress 46 EA $400.00 $18,400

2 Deciduous Trees 7 EA $550.00 $3,850 2" cal.

3 Seeding/ hydromulch - turf areas 1,333 SY $1.35 $1,800

4 Planting Areas 1,579 SF $7.00 $11,053

Site Planting Subtotal  $35,103

E. Site Furnishings1 Lighting 6 EA $4,500 $27,000 assume one light per 50 lf of walkway

2 Bike Racks 8 EA $1,000 $8,000

Site Furnishings Subtotal  $330,600

Phase C-7 Subtotal  $508,78820% contingency  $101,758

Phase C-7 Total  $610,546

T

, . .h l ll i n l m , hi - h - r r . i rk

l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  

r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $4,000.00 $4,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $2,000.00 $2,000 1.5% of construction cost

General Conditions Subtotal  $6,000

B. General Site Infrastructure1 Demo/ Strip topsoil 2215 SF $1.00 $2,215 remove existing pavement / strip existing top soil

2 Cut / Fill - general grading 100 CY $12.00 $1,200 excavate to subgrade for slabs

3 Drainage / Utilities 2,215 SF $0.80 $1,772 b ased on total scope area

4 E ros ion - s ed ime nta ti on c ont ro l 1 a ll ow $ 3,0 00 .0 0 $ 3, 00 0 s i lt f en ce , st ra w b al es, i nl et s ed ime nt b ags

General Site Infrastructure Subtotal  $8,187

C. Site HardscapePaving 1 Concrete Paving 2,215 SF $8.25 $18,274 q uarry stone finish

Site Hardscape Subtotal  $18,274

D. Site Planting 1 Ornamental Tress 1 E A $400.00 $400

2 Deciduous Trees 10 EA $550.00 $5,500 2" cal.

3 Seeding/ hydromulch - turf areas 230 SY $1.35 $311

Site Planting Subtotal  $6,211

E. Site Furnishings1 Lighting 11 EA $4,500 $49,500 assume one light per 50 lf of walkway

Site Furnishings Subtotal  $49,500

Phase C-8 Subtotal  $88,17120% contingency  $17,634

Phase C-8 Total  $105,806

T

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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Phase C-6 Taylor Tower Entry Addition

 

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Phase C-7 Taylor Tower Grounds

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Phase C-8 Volleyball Grounds

 

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Cost Estimate 

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l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m

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Cost Estimate 84

7 r - m m T - r . i n n r  - , - r Tr . m l i r  

r in - r - r . n i r  

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T . T r h r r i i i n n

 

 A. General Conditions1 Mobil ization & Demobili zation 1 al low $155,000.00 $155,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $78,000.00 $78,000 1.5% of construction cost

General Conditions Subtotal  $233,000

B. General Site Infrastructure1 Cut / Removal 5,165 CY $24.00 $123,960 e xcavate to subgrade for slabs

2 E ro si on - s ed ime nta ti on c on tro l 1 al lo w $3 ,0 00 .0 0 $ 3, 00 0 s i lt f enc e, s tr aw b al es , i nl et se di me nt b ag s

General Site Infrastructure Subtotal  $126,960

C. Structural Additions1 Basement Area 9,298 SF $100.00 $929,800 Area calculated for basement and utilities

2 Living Area 27,894 SF $150.00 $4,184,100 Area cal cul ated for structural additi ons- three stori es @ 9,298 sf per floor  

Structural Additions Subtotal  $5,113,900

Phase C-9 Subtotal  $5,473,86020% contingency  $1,094,772

Phase C-9 Total  $6,568,632

T

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T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $4,000.00 $4,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $2,000.00 $2,000 1.5% of construction cost

General Conditions Subtotal  $6,000

B. General Site Infrastructure1 Grass removal/ Stri p topsoi l 3375 SF $1.00 $3,375 remove exi sting pavement / strip existing top soil

2 Cut / Fill - general grading 125 CY $12.00 $1,500 excavate to subgrade for slabs

3 Drainage / Utilities 3,375 SF $0.80 $2,700 b ased on total scope area

4 E ro si on - s ed ime nt ati on c on tr ol 1 a ll ow $ 3, 000 .0 0 $ 3,0 00 s il t fe nce , s tr aw b al es, i nl et s ed ime nt b ag s

General Site Infrastructure Subtotal  $10,575

C. Site HardscapePaving 1 Concrete Paving 3,234 SF $8.25 $26,681 quarry stone finish

2 Flush Concrete Curb 141 LF $15.00 $2,115 quarry stone finish

Walls3 Seatwall 99 LF $350.00 $34,650 L imestone cap with Limestone panel veneer both sides

4 Planter Wall 6 LF $175.00 $1,050 L imestone cap w/ brick veneer one side

5 Column 1 EA $1,500.00 $1,500 4' square columns w/ Limestone

Site Hardscape Subtotal  $65,996

D. Site Planting 1 Ornamental Tress 12 EA $400.00 $4,800

2 Deciduous Trees 2 EA $500.00 $1,000 2" cal.

3 Seeding/ hydromulch - turf areas 1,047 SY $1.35 $1,413

4 Planting Areas 3,479 SF $5.00 $17,395

Site Planting Subtotal  $24,608

E. Site Furnishings1 Lighting 2 EA $4,500 $9,000 assume one light per 50 lf of walkway

2 Bollards 3 EA $1,000 $3,000

Site Furnishings Subtotal  $12,000

Phase C-10 Subtotal  $119,17920% contingency  $23,836

Phase C-10 Total  $143,015

T 7

7 r - m m T - r . i n n r  - , - r Tr . m l i r  

r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $3,000.00 $3,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $1,500.00 $1,500 1.5% of construction cost

General Conditions Subtotal  $4,500

B. General Site Infrastructure1 Demo/ Strip topsoil 2059 CY $1.00 $2,059 remove existing pavement / strip existing top soil

2 Cut / Fill - general grading 100 CY $12.00 $1,200 excavate to subgrade for slabs

3 Drainage / Utilities 2,059 SF $0.80 $1,647 b ased on total scope area

4 E ro si on - s edi me nta ti on c on tro l 1 a ll ow $ 3,0 00 .0 0 $ 3, 00 0 s i lt f en ce , s tra w b al es, i nl et s ed ime nt b ag s

5 Irrigation 15192 SF $1.75 $26,586General Site Infrastructure Subtotal  $34,492

C. Site HardscapePaving 1 Concrete Paving 2,059 SF $8.25 $16,987 q uarry stone finish

Walls2 Planter Wall 231 LF $175.00 $40,425 L imestone cap w/ brick veneer one side

Site Hardscape Subtotal  $57,412

D. Site Planting 2 Deciduous Trees 4 EA $550.00 $2,200 2" cal.

3 Seeding/ hydromulch - turf areas 1,688 SY $1.35 $2,279

Site Planting Subtotal  $4,479

E. Site Furnishings1 Lighting 2 EA $4,500 $9,000 assume one light per 50 lf of walkway

Site Furnishings Subtotal  $9,000

Phase C-11 Subtotal  $109,88320% contingency  $21,977

Phase C-11 Total  $131,859

T

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l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r - m m T - r . i n n r  

- , - r Tr . m l i r  r in - r - r . n i r  

r r  k - i r . h inT . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $5,000.00 $5,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $2,500.00 $2,500 1.5% of construction cost

General Conditions Subtotal  $7,500

B. General Site Infrastructure1 Demo/ Strip topsoil 27207 SF $1.00 $27,207 remove existing pavement / strip existing top soil

2 Cut / Fill - general grading 1,000 CY $12.00 $12,000 excavate to subgrade for slabs

3 Drainage / Utilities 27,207 SF $0.80 $21,766 b ased on total scope area

4 E ro si on - se di me nta ti on co nt ro l 1 a ll ow $ 3, 00 0. 00 $ 3,0 00 s il t f en ce , st ra w b al es , i nl et se di me nt b ag s

5 Irrigation 27207 SF $1.75 $47,612

General Site Infrastructure Subtotal  $111,585

C. Site HardscapeWalls1 Seat Wall 174 LF $350.00 $60,900 Limestone cap with Limestone panel veneer both sides

Site Hardscape Subtotal  $60,900

D. Site Planting 1 Deciduous Trees 20 EA $550.00 $11,000 2" cal.

2 Seeding/ hydromulch - turf areas 3,023 SY $1.35 $4,081

Site Planting Subtotal $15,081

Phase C-12 Subtotal  $195,06620% contingency  $39,013

Phase C-12 Total  $234,079

T

Phase C-9 Halloran Living / Entry Addition

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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Phase C-10 Halloran Grounds

 

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Phase C-11 Athletic Courts Grounds

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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Phase C-12 High Street Green

 

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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Cost Estimate 

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l m , hi n r Th hi ni r i - in r ll - ll n . Tim r m7 r m m T r i n n r

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85 Cost Estimate

7 r - m m T - r . i n n r  - , - r Tr . m l i r  

r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobil ization & Demobili zation 1 al low $425,000.00 $425,000 3% of constructi on cost

2 Project Survey & Stakeout 1 allow $213,000.00 $213,000 1.5% of construction cost

General Conditions Subtotal  $638,000

B. General Site Infrastructure1 Demo 600 CY $7.00 $4,200 r emoval and disposal of existing materials as required

2 Building Removal 34,000 SF $3.50 $119,000 removal and disposal of existing structure

3 Cut / Removal 9,213 CY $24.00 $221,112 e xcavate to subgrade for slabs

4 E ros ion - s ed ime nta ti on c on tro l 1 a ll ow $ 3,0 00 .0 0 $3 ,0 00 s il t f en ce , st ra w ba les , i nl et s ed ime nt ba gs

General Site Infrastructure Subtotal  $347,312

C. Structural Additions1 Basement Area 16,584 SF $100.00 $1,658,400 area calculated for basement and utilities

2 Living Area 66,336 SF $150.00 $9,950,400 Area calculated for structural additions- four stories @ 16,584 sf per floor  

Structural Additions Subtotal  $11,608,800

Phase C-13 Subtotal  $12,594,11220% contingency  $2,518,822

Phase C-13 Total  $15,112,934

T

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T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $2,500.00 $2,500 3% of construction cost

2 Project Survey & Stakeout 1 allow $1,300.00 $1,300 1.5% of construction cost

General Conditions Subtotal  $3,800

B. General Site Infrastructure1 Demo/ Strip topsoil 1496 SF $1.00 $1,496 remove existing pavement / strip existing top soil

2 Cut / Fill - general grading 55 CY $12.00 $660 excavate to subgrade for slabs

3 Drainage / Utilities 1,496 SF $0.80 $1,197 b ased on total scope area4 E ro si on - s edi me nta ti on c ont ro l 1 a ll ow $ 3,0 00 .0 0 $ 3,0 00 si lt fe nc e, s tra w ba les , i nl et s ed ime nt b ags

General Site Infrastructure Subtotal  $6,353

C. Site HardscapePaving 1 Concrete Paving 861 SF $8.25 $7,103 quarry stone finish

2 Asphalt Paver 194 S F $16.00 $3,104

3 Concrete Paver 441 SF $15.00 $6,615

Walls4 Seatwall 78 LF $350.00 $27,300 L imestone cap with Limestone panel veneer both sides

5 Planter Wall 41 LF $175.00 $7,175 L imestone cap w/ brick veneer one side

Site Hardscape Subtotal  $51,297

D. Site Planting 1 Deciduous Trees 5 EA $550.00 $2,750 2" cal.

2 Seeding/ hydromulch - turf areas 639 SY $1.35 $863

3 Planting Areas 1,149 SF $7.00 $8,043

Site Planting Subtotal  $11,656

Phase C-14 Subtotal  $73,10620% contingency  $14,621

Phase C-14 Total  $87,727

T

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T . T r h r r i i i n n

 

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 A. General Conditions1 Mobilization & Demobilization 1 allow $1,000.00 $1,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $1,000.00 $1,000 1.5% of construction cost

General Conditions Subtotal  $2,000

B. General Site Infrastructure1 Demo/ Strip topsoil 283 SF $1.00 $283 remove existing pavement / strip existing top soil

2 Cut / Fill - general grading 10 CY $12.00 $120 excavate to subgrade for slabs

3 Drainage / Utilities 283 SF $0.80 $226 based on total scope area

4 E ro si on - se di men tat io n c on tro l 1 a ll ow $ 3,0 00 .0 0 $ 3,0 00 si lt fe nc e, s tr aw b al es , i nl et s ed ime nt b ag s

General Site Infrastructure Subtotal  $3,629

C. Site HardscapePaving 1 Concrete Paving 128 SF $8.25 $1,056 quarry stone finish

2 Concrete Paver 155 SF $15.00 $2,325

Walls3 Planter Wall 6 LF $175.00 $1,050 L imestone cap w/ brick veneer one side

4 Column 1 EA $1,500.00 $1,500 4' square columns w/ Limestone

Site Hardscape Subtotal  $5,931

D. Site Planting 1 Seeding/ hydromulch - turf areas 160 SY $1.35 $216

Site Planting Subtotal  $216

Phase C-16 Subtotal  $11,77620% contingency  $2,355

T 1/19/200652

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r in - r - r . n i r  r r k - i r . h in

T . T r h r r i i i n n

 

 A. General Conditions1 Mobilization & Demobilization 1 allow $8,000.00 $8,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $4,000.00 $4,000 1.5% of construction cost

General Conditions Subtotal  $12,000

B. General Site Infrastructure1 Cut / Fill - general grading 172 CY $24.00 $4,128 excavate to subgrade for slabs

2 E ro si on - s ed ime nta ti on c on tro l 1 a ll ow $ 1,0 00 .0 0 $ 1, 00 0 s il t fe nce , s tr aw b al es , i nl et s ed ime nt b ag s

General Site Infrastructure Subtotal  $5,128

C. Structural Additions1 Total Area 1,551 SF $175.00 $271,425 Area calculated for structural additions- one story

Structural Additions Subtotal  $271,425

Phase C-15 Subtotal  $288,55320% contingency  $57,711

Phase C-15 Total  $346,264

 

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Phase C-13 New Residential Building 3

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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Phase C-14 New Residential Building 3 Grounds

 

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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Phase C-15 Barrett Entry Addition

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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Phase C-16 Barrett Grounds

 

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Phase C-16 Total  $14,132

 

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Cost Estimate

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Cost Estimate 86

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 A. General Conditions1 Mobil izati on & Demobi lizati on 1 allow $815,000.00 $815,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $407,000.00 $407,000 1.5% of construction cost

General Conditions Subtotal  $1,222,000

B. General Site Infrastructure1 Cut / Removal 14,560 CY $24.00 $349,440 e xcavate to subgrade for slabs

2 E ros ion - s ed ime nt ati on co nt ro l 1 a ll ow $ 3,0 00 .0 0 $ 3,0 00 s il t f enc e, s tr aw b al es , i nl et s ed ime nt b ag s

General Site Infrastructure Subtotal  $352,440

C. Structural Additions1 Basement Area 26,202 SF $100.00 $2,620,200 Area calculated for basement and utilities

2 Up pe r F lo or Are a 7 8,6 06 S F $ 15 0.0 0 $ 11 ,7 90 ,9 00 A re a ca lcu la te d f or s tru ctu ra l a dd it io ns - th re e st ori es @ 2 6,2 02 pe r fl oo r  

3 Publi c Area 26,202 S F $175.00 $4,585,350 Area cal cul ated for structural additions-one stroy @ 26,202 per floor  

Structural Additions Subtotal  $18,996,450

Phase C-17 Subtotal  $20,570,89020% contingency  $4,114,178

Phase C-17 Total  $24,685,068

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Phase C-17 New Gateway Building

 

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 A. General Conditions1 Mobilization & Demobilization 1 allow $10,000.00 $10,000 3% of construction cost

2 Project Survey & Stakeout 1 allow $5,000.00 $5,000 1.5% of construction cost

General Conditions Subtotal  $15,000

B. General Site Infrastructure1 Demo/ Strip topsoil 14494 SF $1.00 $14,494 remove existing pavement / strip existing top soil

2 Cut / Fill - general grading 500 CY $12.00 $6,000 excavate to subgrade for slabs

3 Drainage / Utilities 14,494 SF $0.80 $11,595 b ased on total scope area

4 E ro si on - s ed ime nt ati on co ntr ol 1 a ll ow $ 3,0 00 .0 0 $ 3,0 00 si lt fe nc e, s tra w b al es , i nl et s ed ime nt b ag sGeneral Site Infrastructure Subtotal  $35,089

C. Site HardscapePaving 1 Concrete Paving 10,144 SF $8.25 $83,688 q uarry stone finish

2 Co mp act ed A gg re ga te 1 ,8 00 S F $ 7.0 0 $ 12 ,6 00 l im es ton e fi ne s

4 Flush Concrete Curb 300 SF $15.00 $4,500

5 Asphalt 250 SY $16.50 $4,125 heavy duty 4/8

Site Hardscape Subtotal  $104,913

D. Site Planting 1 Ornamental Tress 16 EA $400.00 $6,400

2 Deciduous Trees 24 EA $550.00 $13,200 2" cal.

3 Seeding/ hydromulch - turf areas 278 SY $1.35 $375

4 Planting Areas 4,735 SF $7.00 $33,145

Site Planting Subtotal  $53,120

E. Site Furnishings1 Lighting 6 EA $4,500 $27,000 assume one light per 50 lf of walkway

2 Tree Grates 8 EA $1,500 $12,000

Site Furnishings Subtotal  $77,400

Phase C-18 Subtotal  $285,52320% contingency  $57,105

Phase C-18 Total  $342,627

 

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Item Description Total Qty. Unit Unit cost ($) Total Cost Remarks * Further verification needed

 

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Phase C-18 New Gateway Building Grounds

 

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Taylor Quad - C $50,252,507

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A Drackett Tower Quad $39,987,711

B Graduate Tower Quad $29,141,735

C Taylor Tower Quad $50,252,507

North Residence Improvements $119,381,953

Building Summary

A Drackett Tower Quad $35,704,500

B Graduate Tower Quad $25,010,585

C Taylor Tower Quad $46,964,118

North Residence Building Improvements $107,679,203

Landscape Summary

A Drackett Tower Quad $4,283,211

B Graduate Tower Quad $4,131,150

C Taylor Tower Quad $3,288,389

North Residence Landscape Improvements $11,702,751

15% Design Fees $17,907,293

Total Improvement Cost $137,289,246

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Total Summary

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