Senior Capstone Project - Aegir Olsen

Spyglass Hill Apartments
642 Highland Ave Bremerton, WA 98337

Owner
Sound West
Group
Architect
Rice Fergus
Miller
General
Contractor
Puget Sound
Construction,
Inc.
Aegir Olsen

4334 Waterfront Ave. Bremerton, WA 98337 Tel: (206) 999-5268 Fax: (206) 888-8798 Email: aegir.olsen@PSC.com
5/28/2015 Final Detailed Written Proposal - Spyglass Hill Apartments

Puget Sound Construction, Inc.

May 21st
, 2015
Mr. Wes Larson
Sound West Group
109 Olding Rd Suite 203
Bremerton, WA 98312
RE: Spyglass Hill Apartments Request for Proposal
Dear Mr. Wes Larson,
Puget Sound Construction, Inc. (PSC) is pleased to present this proposal for the Spyglass Hill
Apartments located in Bremerton, WA. The Spyglass Hill Apartments, perched above Highland
Ave overlooking the Puget Sound, will be a great addition to the surrounding community. PSC
has worked with the project architect, Rice Fergus Miller on many successful projects and sees
the Spyglass Hill Apartment development as an excellent opportunity for the three parties to
collaborate for the first time. PSC has worked on numerous similar projects in the Puget Sound
region and understands the complexities of creating value with infill developments.
The attached proposal was prepared with the knowledge and experience of the PSC team, with
input from our preferred and trusted specialty subcontractors. PSC specializes in 5-over-2 type
construction projects; therefore we are able to provide a skilled and reliable workforce to self-
perform the majority of the structure of the building. In order to ensure the quality of work
meets the PSC standard, we plans to self-perform structural concrete, structural steel and wood
framing, sheathing, siding, as well as door and window installation. Our total estimated project
cost including all markups and a 5% fee is: Guaranteed Maximum Price (GMP): $10,745,427.00

(Excluding WSST). Given the anticipated start date of June 15th
, 2015, PSC’s scheduled
completion date for the Spyglass Hill Apartments is July 29th
, 2016. The total project duration is
295 working days, which is roughly 13.5 calendar months.
Thank you for considering Puget Sound Construction, Inc. for the construction of the Spyglass
Hill Apartments. If you have any questions or concerns, please feel free to contact me directly.
Sincerely,
Aegir Olsen, Project Manager
(206) 999-5268


Description Page
A. Cover Page 1
B. Proposal Letter 2
C. Table of Contents 3
D. Project Overview 4
A. Project Delivery Method 9
B. Contract Agreement 11
C. Organization Chart and Responsibilities 24
A. Estimate Summary 27
B. Detailed Jobsite General Conditions Estimate 29
C. Estimated Cost Recap Sheets 31
D. Subcontractor Quotes 48
E. QTO Sheets 58
A. Summary Schedule 103
B. Detailed CPM Schedule
C. Cost Loaded Schedule 104
D. Cash Flow Projection Curve 105
E. Projected Billing and Payment Schedule 106
A. Site Plan 107
B. Construction Sequence Narrative 108
C. Executive and Project-Specific Hazard Analysis 109
D. Internal Company Risk and Mitigation 114
A. Personal Resume 116
B. Submission Concerns 117
C. Lessons Learned 121
Section 6: Student Issues
Section 5: Construction Planning
Table of Contents
Section 1: General
Section 2: Project Management
Section 3: Estimate
Section 4: Schedule


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RIC
275 Fifth Street
Suite 100
Bremerton,WA 98337
(360) 377-8773
Fax 792-1385
info@rfmarch.com
44
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I REGISTERED
~'-...) ARCHITECT
I I
STEVEN M.RICE l~TATE OF WASHINGTON
l------------------------------...,
I PERMIT SET
REVISION SCHEDULE
APARTMENT
BUILDING SECTIONS
SHEET:
A33.01

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GENERAL PLAN NOTES:
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2. 14 ' • 1DENOTES DIMENSION TO FINISH FACE OF WALLS.
3. ALL FINISHED DOOR OPENING ARE LOCATED 4" FROM ADJACENT
WALL UNLESS OTHERWISE NOTED.
4. TERRACE DOORS ARE BY WINDOW MANUFACTURER UNLESS
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5. DIMENSIONS INDICATED AS "MIN" OR "CLEAR" ARE FROM NEAREST
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6. REFERENCE SHEET A00.04 AND A00.05 FOR ANSI REQUIREMENTS
7. REFERENCE SHEET A00.03 AND A20 SERIES FOR CODE REQUIRED
RATED WALLS_
8. REFERENCE A26 SERIES FOR APARTMENT UNITS ENLARGED
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9. EXTERIOR WALL 1YPES ARE INDICATED ON FLOOR PLANS SHEET
A21 SERIES, INTERIOR WALL 1YPES ARE INDICATED ON ENLARGED
UNIT PLANS SHEET A26 SERIES UNLESS NOTED OTHERWISE.
10. REFERENCE STRUCTURAL DRAWINGS FOR LOCATION AND 1YPE OF
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11. REFERENCE SHEET A26 SERIES FOR SOUND ATTENUATION
BLANKET LOCATION.
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RIC
275 Fifth Street
Suite 100
Bremerton,WA 98337
(360) 377-8773
Fax 792-1 385
info@rfmarch.com
4419
I REGISTERED
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I /
STEVENM.RICE l~TATE OF WASHINGTON
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~-=~E~8.~~=~~-~~.~.2_-~F~L~O~O~R~P~L~A~N~--------------------------------------------------------------------------------------------------------------------------------------------------------------~~
A21.02

Project Delivery Method
AIA Document A102 – 2007
Standard Form of Agreement Between Owner and Contractor where the basis of payment is
the Cost of Work Plus a Fee with a Guaranteed Maximum Price
AGREEMENT made as of the twenty first day of May in the year two thousand fifteen.
BETWEEN the Owner:
Mr. Wes Larson, Sound West Group, 109 Olding Rd Suite 203 Bremerton, WA 98312
and the Contractor:
Mr. Aegir Olsen, Puget Sound Construction, Inc., 4334 Waterfront Ave. Bremerton, WA 98337
For the following Project:
Spyglass Hill Apartments, 642 Highland Ave. Bremerton, WA 98337
The Architect:
Robert McNamara, Rice Fergus Miller, 175 Fifth Street, Suite 100 Bremerton, WA 98337
Article 4.1 Date of commencement will be approximately June 15th
, 2015 pending receipt of: (a)
Permits, (b) Verification of financing, (c) Notice to proceed, (d) Signed and executed contract
Article 4.3 The contractor shall achieve Substantial Completion of the entire Work not later than
two hundred ninety five (295) work days from the date of commencement.
, subject to adjustments of this Contract Time as provided in the Contract Document.
Not applicable
Article 5.1.1 The Contractor’s Fee: 5% of the estimated cost of the Work. Which is a lump sum
of $537,271.00 .
Article 5.1.2 The method of adjustment of the Contractor’s Fee for changes in the Work: In the
case of approved changes in the work, the contractor’s fee will be adjusted as follows: 5% for
increases in scope and 0% for decreases in scope.
Article 5.2.1 The Contract Sum is guaranteed by the Contractor not to exceed ten million seven
hundred forty five thousand four hundred and twenty seven Dolars ($10,745,427.00 ) If the
actual cost of Work plus the contractor’s fee is less than the estimated cost of the Work as
adjusted by approved change orders, the resultant savings will be distributed as follows: 80% to
the Owner and 20% to the Contractor.


Article 7.2.2 Wages or salaries of the Contractor’s supervisory and administrative personnel
when stationed at the site with the Owner’s approval. Including contractor’s project manager.
Article 12.1.3 Provided that an Application for Payment is received by the Architect not later
than the thirtieth (30th
) day of a month, the Owner shall make payment of the certified amount to
the Contractor not later than the tenth (10th
) day of the following month. If an Application for
Payment is received by the Architect after the application date fixed above, payment shall be
made by the Owner not later than thirty (30) days after the Architect receives the Application for
Payment.
Article 12.1.7.3 Add the Contractor’s Fee, less retention of five percent (5.0%).
Article 12.1.7.4 Subtract retention of five percent (5.0%).
Article 12.1.8 Except with the Owner’s prior approval, payments to Subcontractors shall be
subject to retention of not less than five percent (5.0%).
Article 12.2.4 The Owner’s final payment to the Contractor shall be made no later than 30 days
after the issuance of the Architect’s final Certificate of Payment, or as follows: Final release of
retention is predicated upon completion of all close-out activities including submission of full
and unconditional lien releases from the general contractor and all second tier subcontractors and
suppliers.
Article 13.2 Arbitration pursuant to Section 15.4 of AIA Document A201-2007
Article 15.2 Payments due and unpaid shall bear an interest rate of 1% monthly.
Article 15.3 The Owner’s representative is:
Mr. Wes Larson, Sound West Group, 109 Olding Rd Suite 203 Bremerton, WA 98312
Article 15.4 The Contractor’s representative is:
Mr. Aegir Olsen, Puget Sound Construction, Inc., 4334 Waterfront Ave. Bremerton, WA 98337
Article 16.1.4 The Specifications: Spyglass Hill Specifications dated February 13th
, 2015.
Article 16.1.5 The Drawings: Spyglass Hill Apartments Drawings dated February 10th
, 2015.
Article 16.1.6 The addenda, if any: 1 of 1 dated February 25th
, 2015.


Mark Eisses
Civil Engineer
Map, Ltd
General Contractor
Wes Larson
Owner
Sound West Group
Emily Russell Landscape Architecture
Vladimir Usach
Electrical Engineer
Sound View Electric
Robert McNamara
Project Architect
Rice Fergus Miller
Rob Thompson
Structural Engineer
CT Engineering
Emily Russel
Lanscape Architect
Project Manager
PSC
Travis Davidson
Project Engineer
PSC
ThyssenKrupp
Craftworkers
Organizational Chart
Subcontractor Foremen
HVAC Subcontractor
Emerald Aire
Electrical Subcontractor
Plumbing Subcontractor
Meghan Johnson
Elevator Subcontractor
Jim Street
Superintendent
PSC
Foremen
Aegir Olsen

Mark Eisses
Civil Engineer
Map, Ltd
General Contractor
Wes Larson
Owner
Sound West Group
Emily Russell Landscape Architecture
Vladimir Usach
Electrical Engineer
Sound View Electric
Robert McNamara
Project Architect
Rice Fergus Miller
Rob Thompson
Structural Engineer
CT Engineering
Emily Russel
Lanscape Architect
Project Manager
PSC
Travis Davidson
Project Engineer
PSC
ThyssenKrupp
Craftworkers
Organizational Chart
Subcontractor Foremen
HVAC Subcontractor
Emerald Aire
Electrical Subcontractor
Plumbing Subcontractor
Meghan Johnson
Elevator Subcontractor
Jim Street
Superintendent
PSC
Foremen
Aegir Olsen

Roles and Responsibilities
Project Manager – Aegir Olsen
As the Project Manager, Aegir Olsen will be the main liaison between Sound West Group and
Puget Sound Construction, Inc. Aegir will represent PSC in owner meetings and will be
responsible for generating payment applications for the owner and the payment of
subcontractors. Aegir will work closely with the Superintendent to make sure the project in
constructed according to the plans and specifications and PSC’s standards. Aegir will be in
charge of the buyout process to make sure work is packaged effectively and efficiently. Aegir
will work closely with subcontractors Project Managers from the time of contract issuance to
closeout documentation.
Superintendent – Jim Street
As the Superintendent, Jim Street will be in charge of the day-to-day operations of the
construction site. Jim will help Aegir modify the schedule to keep it up to date as the project
progresses. While PSC is self-performing structural concrete, structural steel, rough framing and
siding work, Jim will manage the crew foremen. Jim will also monitor production rates of the
direct labor and will make adjustments to the construction schedule as needed. Jim will conduct
weekly meetings with the craft workers to outline what needs to happen in that particular week.
Jim will conduct new personnel training every time a new craftsman enters the jobsite. Jim will
maintain a safety log and will report and injuries or near misses to the Project Manager so it can
be properly recorded. Jim will mange the subcontractors on site while they are performing the
work to make sure it conforms to the plans and specifications as well as PSC’s standards. Jim
will manage the equipment operators, material laydown areas, material deliveries and all hoisting
operations. Last but not least, Jim will be responsible for maintaining a clean and safe working
environment for all of the crews.
Project Engineer – Travis Davidson
As the Project Engineer, Travis Davidson will help Aegir make sure all necessary paperwork is
completed in a timely manner. Travis will be in charge of processing RFI’s, reviewing
submittals, maintaining the submittal log, helping coordinate show drawings, and helping
manage the self-perform packages of work. In the early stages of the construction schedule he
will also help buy out early work packages including the elevator, structural steel, doors frames
and hardware, and glazing. Travis will help with ordering material and tracking orders to make
sure they arrive on time without delaying the schedule. It will also be Travis’ responsibility to
help with MEP coordination.


Architect – Robert McNamara
During the construction phase, RFM will review and reply to RFI’s, review and approve
submittals, and will monitor the construction progress to make sure it is being completed to the
original design intent. If there are any scope changes, RFM will update the drawings and
specifications and review and approve change orders if they come up.
Owner – Mr. Wes Larson
The owner Wes Larson, or another member of Sound West Group will be representing the owner
during the construction of the Spyglass Hill Apartments. SWG will be responsibly for having
proper financing in place before construction begins. Sound West Group will be responsible for
reviewing and approving all payment requests. It will be SWG’s responsibility to then provide
payment for the completed work in accordance to the schedule of values with the architect’s
approval. The owner will be responsible for ordering, delivering and installation of all
furnishings, patio and outdoor equipment. The owner will be responsible for scheduling the
proper commissioning authority. It will be the responsibility of the owner to pay all utility bills,
parking lot rental, and provide aerial rights for the tower crane.


Date:5/21/2015
Estimator: Aegir Olsen Est. #:001
CSI Description Hours Labor Material Subcontract Total Company Notes
1000 JOBSITE OVERHEAD (see att'd) 481,909$ 451,463$ 933,371$ 8.69% of GMP
2000 EARTHWORK/CIVIL 640 15,639$ 17,682$ 237,231$ 270,552$ 3.02$ /SF
3000 CONCRETE 3,723 98,527$ 265,556$ 185,233$ 549,315$ 6.13$ /SF
4000 MASONRY -$ -$ -$ -$ -$ /SF
5000 STEEL 2,473 44,064$ 101,162$ 36,638$ 181,864$ 2.03$ /SF
6000 CARPENTRY 7,033 173,778$ 434,762$ 315,812$ 924,352$ 10.32$ /SF
7000 MOISTUE PROTECTION 2,225 54,990$ 123,642$ 945,919$ 1,124,551$ 12.56$ /SF
8000 DOORS & WINDOWS 1,388 34,293$ 327,041$ 290,260$ 651,594$ 7.28$ /SF
9000 FINISHES -$ -$ 1,333,147$ 1,333,147$ 14.89$ /SF
10000 SPECIALTIES 253 6,262$ 27,875$ 373,861$ 407,998$ 4.56$ /SF
11000 EQUIPMENT -$ -$ 326,527$ 326,527$ 3.65$ /SF
12000 FURNISHINGS -$ -$ -$ -$ -$ /SF
13000 SPECIAL CONSTRUCTION -$ -$ -$ -$ -$ /SF
14000 CONVEYING SYSTEMS -$ -$ 391,000$ 391,000$ 4.37$ /SF
15000 MECHANICAL
PLUMBING -$ -$ 754,246$ 754,246$ 8.42$ /SF
HVAC -$ -$ 131,000$ 131,000$ 1.46$ /SF
FIRE PROTECTION -$ -$ 179,082$ 179,082$ 2.00$ /SF
16000 ELECTRICAL -$ -$ 1,432,656$ 1,432,656$ 16.00$ /SF
MEP total: 27.89$ /SF
TOTAL DIRECT COSTS: 909,462$ 1,749,182$ 6,932,612$ 9,591,256$ /SF
AMOUNT SUBTOTALS
35.00% 168,668$ 9,759,924$ Jobsite Overheard
60.00% 59,116$ 9,819,040$ Blended rate for Div 3
50.00% 142,481$ 9,961,521$ Craft Labor rate
72.00% 31,726$ 9,993,247$ Ironworker rate for Div 5
5.00% 537,271$ 10,530,518$
1.00% 107,454$ 10,637,972$
1.00% 107,454$ 10,745,427$
10,745,427$ /SF
10,745,427$ cost/unit
GENERAL LIABILITY INSURANCE:
EXCISE TAX:
Project:Spyglass Hill Apartments
Owner:Sound West Group
Estimate Summary
$147,198
$120.0
107.12$
1ST BID AMOUNT:
ADJUSTMENT:
FINAL BID AMOUNT:
LABOR BURDEN:
LABOR BURDEN:
LABOR BURDEN:
LABOR BURDEN:
HOME OFFICE OH & PROFIT:


Description Bid + or - Revised Subcontractor/Supplier
Sheet Pile Shoring 25,200$ Mentor
Structural Excavation 45,370$ RS Means
Water/Electrical Utilities 41,630$ RS Means/Plug
Storm/Sewer Drains 59,153$ RS Means/Plug
Landscaping 43,536$ RS Means/Plug
Site Concrete 22,342$ RS Means
Gypcrete Supply/Install 53,235$ Janes Gypsum Floors Inc.
PT Deck Formwork 101,248$ Estimating Class
Div 5 Equip and Misc Metals 36,638$ RS Means
Framing Lumber Supply 403,132$ Dunn Lumber
Casework and Countertops 315,812$ Lanz Cabinets
TPO Roofing and Pavers 196,610$ Tecta America
Insulation 677,494$ RS Means
Flashing and Sheet Metal 122,279-$ Landmark Roofing and Siding
Caulking and Sealants 17,500$ RS Means
Wood Door Supply 128,850$ RS Means
Hollow Metal Doors Supply 20,480$ RS Means
Window Supply 111,899$ Dunn Lumber
Hardware Supply 49,700$ RS Means
Kalwall Roof Panels 96,000$ Goldfinch Bros.
Overhead Coiling Door 4,751$ RS Means
Mirrors 14,792$ RS Means
Entrance Storefront 26,400$ Goldfinch Bros.
Door/Relite Glazing 1,860$ Goldfinch Bros.
ACT 1,902$ PCI
Painting 450,366$ Fawcett Painting
GWB Supply and Install 566,605$ RS Means
9000 Flooring 236,353$ Div 9 Flooring
Lobby Glazed Porcelain Tile 41,454$ Div 9 Flooring
Wood Ceiling 36,468$ Div 9 Flooring
Toilet Accessories 29,602$ RS Means
Appliances 326,527$ General Electric
Elevator 375,000$ ThyssonKrup
Fire Sprinklers 179,082$ Hermanson
Plumbing 754,246$ Hermanson
HVAC 131,000$ Emerald Aire
Electrical 1,432,656$ Sequoyah Electric
6,932,612$ -$ -$
Others in GC's and Work
Tower Crane Rental 97,650$ Morrow Equipment
Scaffolding Erect and Rental 95,000$ Berg Equipment & Scaffolding
Temp Heating 33,320$ Temp-Air
TOTAL SUBCONTRACTS
7000
7000
7000
11000
3000
5000
15000
16000
9000
9000
10000
14000
15000
15000
8000
8000
9000
8000
9000
9000
2000
2000
3000
1000
2000
8000
7000
6000
2000
2000
2000
8000
8000
1000
1000
8000
Subcontractor and Supplier List
Div
6000
8000
8000
518900
36,315


Durration (mo): 13.5
Description Qty Unit Wage Labor Unit Material Total
Rate Cost M Cost Cost Cost
Job Staff and Support
Project Manager 58 wks 1,923$ 111,538$ -$ 111,538$
Superintendent 58 wks 2,212$ 128,269$ -$ 128,269$
Project Engineer 58 wks 1,442$ 83,654$ -$ 83,654$
Jobsite Clean up (Full Time Laborer) 2,320 hrs 20.71$ 48,047$ -$ 48,047$
Postage 13.5 mos -$ 100$ 1,350$ 1,350$
Blueprints 4 ea -$ 250$ 1,000$ 1,000$
First Aid and Safety 13.5 mos -$ 200$ 2,700$ 2,700$
Warranty 1% 10,745,427$ 107,454$ 107,454$
Total Job Staff and Support $371,509 $112,504 $484,013
Equipment and Supplies
Forklift Rental 9 mos -$ 1,825$ 16,425$ 16,425$
Forklift Operator 1,600 hrs 30$ 48,000$ -$ 48,000$
Small Tools 3% 660,876$ 19,826$ 19,826$
Expendable Supplies 13.5 mos 300$ 4,050$ 4,050$
Pick up Truck 13.5 mos -$ 575$ 7,763$ 7,763$
Gas/Oil/Lube 13.5 mos -$ 1,020$ 13,770$ 13,770$
Equip Maint/Repair 10% 7,763$ 776$ 776$
Total Equipment and Supplies 48,000$ 62,610$ 110,610$
Tower Crane
Gravel Base Foundation 1 ls -$ 1,500$ 1,500$ 1,500$
Inbound Freight 1 ls -$ 5,200$ 5,200$ 5,200$
Outbound Freight 1 ls -$ 2,600$ 2,600$ 2,600$
Liebherr Tower Crane 81K Rental 6 mos -$ 12,500$ 75,000$ 75,000$
Crane Technical Assistance 3 day -$ 1,350$ 4,050$ 4,050$
Crane Equipment Repair 6 mos -$ 1,800$ 10,800$ 10,800$
Operator and OT 1,040 hrs 30$ 31,200$ -$ 31,200$
Rigger and OT 1,040 hrs 30$ 31,200$ -$ 31,200$
WSST on Rental 9.5% 75,000$ 7,125$ 7,125$
Total Tower Crane 62,400$ 106,275$ 168,675$
Temporary Construction
Job Office Rental 13.5 mos -$ 500$ 6,750$ 6,750$
Job Office Supplies 13.5 mos -$ 250$ 3,375$ 3,375$
Job Office Furniture 13.5 mos -$ 220$ 2,970$ 2,970$
Temp Electrical ($37 per $1,000 of Elec) 1 ls -$ 53,008$ 53,008$ 53,008$
Temp Water 1 ls -$ 1,500$ 1,500$ 1,500$
Temp Heat for Office 1 ls -$ 200$ 200$ 200$
Temp Heat ((2) 1.4 mil BTU heater) 1 ls -$ 33,320$ 33,320$ 33,320$
Temp Fire Protection 25 ea -$ 100$ 2,500$ 2,500$
Detailed Jobsite General Conditions Estimate
of Rental Cost
Labor Material
of Direct Labor
of Rental Cost
of GMP


Durration (mo): 13.5
Description Qty Unit Wage Labor Unit Material Total
Rate Cost M Cost Cost Cost
Detailed Jobsite General Conditions Estimate
Labor Material
Temp Sanitary 6 un/mo -$ 1,350$ 8,100$ 8,100$
Project Signage 20 ea -$ 50$ 1,000$ 1,000$
Temp Railings 300 lf -$ 9$ 2,550$ 2,550$
Temp Fencing 1,800 lf -$ 6$ 11,250$ 11,250$
Total Temporay Construction -$ 126,523$ 126,523$
Coordination and Support
Dumpster Rental and Hauloff 14 mos -$ 1,200$ 16,200$ 16,200$
Drinking Water 14 mos -$ 200$ 2,700$ 2,700$
Final Clean 1 sub -$ 15,000.00$ 15,000$ 15,000$
Total Coordination and Support -$ 33,900$ 33,900$
Office Equipment
Install Phone System 1 ls -$ 200$ 200$ 200$
Office Phone Bills 14 mos -$ 100$ 1,350$ 1,350$
Cell Phone Bills 14 mos -$ 300$ 4,050$ 4,050$
Computer Rentals 14 mos -$ 200$ 2,700$ 2,700$
Printer Rentals 14 mos -$ 100$ 1,350$ 1,350$
Total Office Equipment -$ 9,650$ 9,650$
Total General Conditions $481,909 $451,463 933,371$
w/ Crane 8.69%
w/o Crane 7.12%


Project: Spyglass Hill Apartments Date: April 9th, 2015
Location: Bremerton, WA Estimator: Aegir Olsen
Architect: Rice Fergus Miller
Qty Unit UMH Man Wage Unit Labor Unit Material Unit Equipment Total
Hours Rate L Cost Cost M Cost Cost E Cost Cost Cost
Shoring
Sheet Piling (22psf, left in place) 900 SF 28.00 25,200 25,200
25,200
Structural Excavation
Mob 1 LS 5,000 5,000
Excavation (Dozer bulk bank) 4,993 CY 2.20 10,985 10,985
Backfill w/ compaction 1,242 CY 4.20 5,216 5,216
Hauloff 3,751 CY 2.00 7,502 7,502
Surface Gravel 1,111 SY 15.00 16,667 16,667
45,370
Self Perform Concrete Retaining Walls
Buy Concrete 55 CY 104 5,678 5,678
Place Concrete 52 CY 0.582 30 20.89 12.16 632 632
Formwork 3,362 SF 0.171 575 24.71 4.23 14,206 2.91 9,783 23,989
Concrete Accessories 52 CY 2 104 104
Finish 2,318 SF 0.006 14 20.89 0.13 291 291
Snap Ties 9 EA 1.32 11 11
Form Oil and Hardware 3,362 SF 0.12 403 403
Pump Concrete 55 CY 12 655 655
31,764
Self Perform Concrete Stairs
Buy Concrete 6 CY 104 655 655
Place Concrete 6 CY 0.582 3 20.89 12.16 73 73
Formwork 100 SF 0.171 17 24.71 4.23 423 2.91 291 714
Concrete Accessories 6 CY 2 12 12
Finish 120 SF 0.006 1 20.89 0.13 15 15
Form Oil and Hardware 100 SF 0.12 12 12
Pump Concrete 6 CY 12 76 76
1,556
Water/ Electrical Utilities
Water line Trenching 85 LF 80 6,800 6,800
Electrical Line/ Communications Trenching 74 LF 80 5,920 5,920
Electrical Conduit 74 LF 20 1,480 1,480
Communications Conduit 74 LF 10 740 740
Backfill 159 LF 10 1,590 1,590
Man holes 2 EA 5,000 10,000 10,000
Water lines 85 LF 60 5,100 5,100
Water Meter 1 EA 5,000 5,000 5,000
Fire Hydrant 1 EA 5,000 5,000 5,000
41,630
Storm, Sewer, Drain
Storm Drain 8" STM 353 LF 27 9,531 9,531
Storm Drain 8" PVC 502 LF 27 13,554 13,554
Catch Basin Type 1 9 EA 900 8,100 8,100
Catch Basin Type 2 1 EA 700 700 700
Yard Drain 4 EA 400 1,600 1,600
10'X5' Filterra 1 EA 2,000 2,000 2,000
Backhoe Trenching and Back fill 855 LF 4 3,668 3,668
Roadway Trench and paving 20,000 slw 1 20,000 20,000
59,153
Lansdcaping
Site Landscaping 1,400 SF 12 16,800 16,800
Roof Top Landscaping 2,228 SF 12 26,736 26,736
43,536
Labor Material Subcontractor
DIV 2: Earthwork


Site Concrete
Sidewalks 100 SF 4.39 439 439
Curbs 303 LF 20 6,060 6,060
Parking Lots (concrete paving) 351 SY 40.00 14,036 14,036
Spryed membrane 240 SY 1.69 405 405
Finish 240 SY 5.85 1,403 1,403
22,342
Labor Burden 50% 15639 7,820 7,820
TOTAL 640 15,639 17,682 237,231 270,552
of labor


Material Subcontractor
Qty Unit UMH Man Wage Unit Labor Unit Material Unit Sub Total
Hours Rate L Cost Cost M Cost Cost S Cost Cost Cost
Spread Footings (inc. Entrance ftgs)
Buy concrete - 4000 psi 151 CY 104 15,745 15,745
Place concrete 144 CY 0.427 62 20.89 8.92 1,286 1,286
Form footings 1,492 SFCA 0.105 157 24.71 2.59 3,871 2 2,984 6,855
Finish footing tops 2,442 SF 0.01 24 21.54 0.19 464 0.03 73 537
Concrete accessories & equipment 144 CY 2 288 288
Form oil & hardware 1,492 SF 0.12 179 179
Pump concrete 151 CY 12 1,817 1,817
Total Spread Footings 26,708
Continuous Footings
Place concrete 108 CY 0.427 46 20.89 8.92 966 966
Form footings 1,754 SFCA 0.085 149 24.71 2.10 3,684 6.25 10,963 14,648
Finish footing tops 2,264 SF 0.01 23 21.54 0.19 430 0.03 68 498
Total Continuous Footings 29,724
Grade Beams
Form footings 666 SFCA 0.166 111 24.71 4.10 2,731 2.89 1,924 4,655
Finish footing tops 200 SF 0.01 2 21.54 0.19 38 0.03 6 44
Form oil & hardware 666 SF 0.12 80 80
Pump concrete 18 CY 12 222 222
Total Grade Beams 7,117
CIP Walls
Place concrete - 8" 20 CY 0.64 13 20.89 13.37 267 267
Form walls 8'-16' high 4813 SFCA 0.171 823 24.71 4.23 20,337 2.91 14,006 34,343
Snap ties - 8" wall 400 EA 0.87 348 348
Snap ties - 12" wall 400 EA 1.32 528 528
Total CIP Walls 44,658
Columns
Place concrete (use 18") 23 CY 0.711 16 20.89 14.85 337 337
Form columns (use 16x16) 1,024 SFCA 0.173 177 24.71 4.27 4,377 2.55 2,611 6,989
Chamfer 3/4" 912 LF 0.015 14 24.71 0.37 338 0.16 146 484
Patch and sack columns - grind fins flush 1,024 LF 0.011 11 20.89 0.23 235 235
Total Columns 11,103
DIV 3 Detailed Pricing Recap


Division: 3 Concrete
Description Qty Unit UMH Man Wage Unit Labor Unit Material Unit Sub Total
Slab on Grade
Buy concrete - 2500 psi 341 CY 95.5 32,598 32,598
Edge form 18 LF 0.053 1 24.71 1.31 23 0.31 5 29
Screed 13,652 SF 21.54 0.04 546 0.01 137 683
Construction joint - bulkhead with keyway 62 LF 0.063 4 24.71 1.56 97 0.93 58 154
Control joint - 1" sawcut green conc 1,000 LF 0.008 8 24.71 0.20 198 0.04 40 238
Finish concrete 13,652 SF 0.019 259 21.54 0.41 5,587 5,587
Underslab Vapor Barrier 13,652 SF 0.4 5,461 0.5 6,826 12,287
Protect and cure - spray membrane 13,652 SF 0.0017 23 20.89 0.04 485 0.11 1,495 1,980
Total Slab on Grade 61,645
Slab on Grade at Entrance
Buy concrete - 2500 psi 18 CY 95.5 1,705 1,705
Edge form 139 LF 0.053 7 24.71 1.31 182 0.31 43 225
Screed 893 SF 0.04 36 0.01 9 45
Construction joint - bulkhead with keyway 62 LF 0.063 4 24.71 1.56 97 0.93 58 154
Control joint - 1" sawcut green conc 100 LF 0.008 1 24.71 0.20 20 0.04 4 24
Finish concrete 893 SF 0.019 17 21.54 0.41 365 365
Underslab Vapor Barrier 893 SF 0.9 804 804
Protect and cure - spray membrane 893 SF 0.0017 2 20.89 0.04 32 0.11 98 129
Total Slab on Grade at Entrance 3,891
Post Tensioned Elevated Slab
Edge form - with subcontract 570 LF 0.198 113 24.71 4.89 2,789 1.14 650 3,439
Formwork (Sub) 12,656 SF 8 101,248 101,248
Screed 12,656 SF 0.04 506 0.01 127 633
Finish concrete 12,656 SF 0.019 240 21.54 0.41 5,180 5,180
Protect and cure - spray membrane 12,656 SF 0.0017 22 36.35 0.06 782 782
Stud rails 11 EA 0.5 6 29.17 14.59 160 100 1,100 1,260
Reshores 12,656 SF 0.011 139 24.71 0.27 3,440 0.58 7,340 10,781
Total Post Tensioned Slab 188,808
Closure Strip
Buy concrete - 4000 psi 6 CY 104 655 655
Formwork 10 SF 0.1 24.71 2.47 25 1.25 13 37
Screed 153 SF 0.04 6 0.01 2 8
Finish concrete 153 SF 0.019 3 21.54 0.41 63 63
Protect and cure - spray membrane 153 SF 0.0017 0 20.89 0.04 5 5
Total Closure Strip 907


Location: Bremerton, WA Estimator:Aegir Olsen
Division: 3 Concrete
Description Qty Unit UMH Man Wage Unit Labor Unit Material Unit Sub Total
Reinforcing
Foundations #4 - #7 20.00 TONS 15.238 305 29.17 444.49 8,890 1000 20,000 28,890
Foundations #8 - #18 7.00 TONS 8.889 62 29.17 259.29 1,815 1000 7,000 8,815
Columns/plinths #3 - #7 2.00 TONS 21.333 43 29.17 622.28 1,245 1000 2,000 3,245
Columns/plinths #8 - #18 3.00 TONS 13.913 42 29.17 405.84 1,218 1000 3,000 4,218
Walls #3 - #7 9.00 TONS 10.667 96 29.17 311.16 2,800 1000 9,000 11,800
Slab on grade #3 - #7 9.000 TONS 13.913 125 29.17 405.84 3,653 1000 9,000 12,653
Elevated slab #4 - #7 16.00 TONS 11.034 177 29.17 321.86 5,150 1000 16,000 21,150
Furnish post tensioning (1#/sf) 15,000 SF 1.15 17,250 17,250
Install and stress PT (1#/sf) 15,000 SF 0.90 13,500 13,500
Total Reinforcing 121,520
Gypcrete
Gypcrete 1 ls 53,235 53,235 53,235
Total Gypcrete 53,235
Labor Burden 60% 98527 59,116 59,116
3,723 98,527 265,556 185,233 549,315
DIV 3 TOTAL (not including labor burden)
of labor


Project: Spyglass Hill Apartments Date: May 4th, 2015
Material Subcontractor
DIV 5: Metals Qty Unit MHU Man Wage Unit Labor Unit Material Unit Equipment Total
STRUCTURAL STEEL INSTALL
UNLOAD / SHAKEOUT
Columns 7.90 tons 1.25 10 32.18 40.23 318 318
Beams 34.20 tons 1.429 49 32.18 45.97 1,572 1,572
Miscellaneous Steel 3.00 tons 0.588 2 32.18 18.93 57 57
ERECTION
Columns 117 pieces 1.600 187 32.18 51.49 6,024 6,024
Floor Beams 68 pieces 1.000 68 32.18 32.18 2,188 2,188
Roof Beams 2 pieces 1.000 2 32.18 32.18 64 64
Canopy Framing on roof 13 pieces 1.750 23 32.18 56.32 732 732
PLUMB-UP 200 pieces 0.400 80 32.18 12.87 2,574 2,574
BOLT-UP
Columns 936 each 0.094 88 32.18 3.02 2,824 2,824
Beams 560 each 0.120 67 32.18 3.86 2,162 2,162
SUPERVISION - FOREMAN 640 hrs 1.000 640 36.00 36.00 23,040 23,040
EQUIPMENT
Crane Time w/GC's
Forklift 1.50 mnth 1825 2,738 2,738
Impact Wrench 1.50 mnth 500 750 750
Forklift Operator 60 hrs 30 1,800 1,800
LABOR BURDEN @ 72% on estimate recap $$ 1,215 0.72
STRUCTURAL STEEL FURNISH
Structural Steel Furnish
Mill Base Price 42.10 tons 770 32,417 32,417
Mill Delivery to Shop 42.10 tons 85 3,579 3,579
Shop Drawings and Detailing 42.10 tons 295 12,420 12,420
Shop Fabrication and Handling 42.10 tons 950 39,995 39,995
Add Galvanizing Structural Steel @ Shop tons 505
Shop Delivery to Job Site 42.10 tons 120 5,052 5,052
TOTAL STEEL 43,356 93,462 3,488 140,306
RAILINGS
Stair Railings 12 EA 300 3,600 3,600
Exterior Railings 394 LF 75 29,550 29,550
Metal grates on garage 11 ea 1 11 32.18 32.18 354 200 2,200 2,554
Metal Bollards 11 ea 1 11 32.18 32.18 354 500 5,500 5,854
Basement Pipe Protection 20 ea 1 20 32.18 32.18 644 100 2,000 2,644
TOTAL Misc Metals 708 7,700 33,150 41,558
TOTAL DIV 5 2,473 44,064 101,162 36,638 181,864


Framing Material
Buy 2X4 45 MBF 570 25,365 25,365
Buy 2X6 111 MBF 570 63,042 63,042
Buy 2X8 16 MBF 645 10,191 10,191
Buy 2X10 1 MBF 680 816 816
Buy 4X4 0 MBF 720 7 7
Buy 6X6 1 MBF 720 792 792
Buy 6X8 0 MBF 720 72 72
Buy 1 3/4 X 11 7/8 PSL 584 LF 6 3,504 3,504
Buy 1 3/4 X 11 7/8 LSL 2,114 LF 6 12,684 12,684
Buy 3 1/2 X 7 PSL 33 LF 11 363 363
Buy 3 1/2 X 9 1/2 PSL 26 LF 13.23 344 344
Buy 3 1/2 X 11 7/8 CSL 3,166 LF 15.65 49,548 49,548
Buy 3 1/2 X 11 7/8 PSL 662 LF 15.65 10,360 10,360
Buy 5 1/4 X 11 7/8 PSL 99 LF 26.3 2,604 2,604
Buy 5 1/4 X 14 PSL 20 LF 29.76 595 595
J1/J3- TJI 210 27,144 LF 3.11 84,418 84,418
RJ1/RJ2/RJ3 -TJI 360 6,509 LF 4.74 30,853 30,853
RJ4/RJ5- TJI 210 2,749 LF 3.11 8,549 8,549
RJ7- 1 3/4" X 11 7/8" LSL 2,114 LF 6 12,684 12,684
1 3/4" X 11 7/8" Fascia 163 LF 6 977 977
11 7/8" TJI 210 Girder Joist 154 LF 2.74 422 422
11 7/8" TJI 210 668 LF 2.74 1,829 1,829
Buy Floor Sheathing (3/4") 1,747 SHT 20 34,932 34,932
Buy Wall Sheathing (3/4") 1,983 SHT 20 39,658 39,658
Buy Roof Sheathing (3/4") 426 SHT 20 8,523 8,523
Total Framing Material 403,132
Level 1 Framing
Wood Beams 62 ea 0.2 12 24.71 4.94 306 306
Wood Columns 8 ea 0.2 2 24.71 4.94 40 40
Timber Connection 8 ea 0.32 3 24.71 7.91 63 35 280 343
Hold Downs 60 ea 1 60 24.71 24.71 1,483 22 1,320 2,803
Exterior Walls (2x6 16" o.c) 780 LF 0.224 175 24.71 5.54 4,317 4,317
Interior Walls 1,854 LF 0.224 415 24.71 5.54 10,259 10,259
Wall Sheathing 9,838 SF 0.012 118 24.71 0.30 2,917 2,917
Total Level 1 20,985
Level 2 Framing
Wood Beams 86 ea 0.2 17 24.71 4.94 425 425
Wood Columns 4 ea 0.2 1 24.71 4.94 20 20
Hold Downs 60 ea 1 60 24.71 24.71 1,483 22 1,320 2,803
Floor Joists 10,193 LF 0.02 204 24.71 0.49 5,037 5,037
Floor Sheathing 13,775 SF 0.01 138 24.71 0.25 3,404 3,404
Level 3 Framing
Wood Beams 70 ea 0.2 14 24.71 4.94 346 346
Wood Columns 1 ea 0.2 0 24.71 4.94 5 5
Hold Downs 60 ea 1 60 24.71 24.71 1,483 22 1,320 2,803
Floor Joists 9,995 LF 0.02 200 24.71 0.49 4,939 4,939
DIV 6: Woods, Plastics


Level 4 Framing
Wood Beams 70 ea 0.2 14 24.71 4.94 346 346
Wood Columns 1 ea 0.2 0 24.71 4.94 5 5
Hold Downs 60 ea 1 60 24.71 24.71 1,483 22 1,320 2,803
Floor Joists 9,874 LF 0.02 197 24.71 0.49 4,880 4,880
Level 5 Framing
Wood Beams 104 ea 0.2 21 24.71 4.94 514 514
Wood Columns 1 ea 0.2 0 24.71 4.94 5 5
Hold Downs 60 ea 1 60 24.71 24.71 1,483 22 1,320 2,803
Floor Joists 9,929 LF 0.02 199 24.71 0.49 4,907 4,907
Roof Framing
Wood Beams 4 ea 0.2 1 24.71 4.94 20 20
Wood Columns 11 ea 0.2 2 24.71 4.94 54 54
Hold Downs 60 ea 1 60 24.71 24.71 1,483 22 1,320 2,803
Sheathing 2,382 SF 0.012 29 24.71 0.30 706 706
Roof Joists 11,930 LF 0.02 239 24.71 0.49 5,896 5,896
Elevator Roof Joists 985 LF 0.02 20 24.71 0.49 487 487
Roof Sheathing 13,636 SF 0.01 136 24.71 0.25 3,369 3,369
Total Roof 15,076
Stair Framing
Wood Stairs Framing 12 Flght 36.36 436 24.71 898.55 10,783 1900 22,800 33,583
Total Stair Framing 33,583
Shaft Wall
Shaft Wall (W/GWB number)
Total Shaft Wall
Casework and Countetops
P-Lam Casework Lowers 1,679 LF 96 161,184 161,184
P-Lam Casework Uppers 1,182 LF 74 87,468 87,468
P-Lam Countertops 1,679 LF 40 67,160 67,160
Total Casework and Countertops 315,812
Labor Burden 50% 173,778 86,889 86,889
DIV 6 TOTAL 7,033 173,778 434,762 315,812 924,352
of labor


Siding
Vapor Barrier 33,214 SF 0.002 66 24.71 0.05 1,641 0.14 4,650 6,291
Fiber Reinforced Siding 1 16,489 SF 0.065 1,072 24.71 1.61 26,484 3.5 57,712 84,195
Fiber Reinforced Siding 2 15,351 SF 0.065 998 24.71 1.61 24,656 3.5 53,729 78,385
Fiber Reinforced Siding 3 1,375 SF 0.065 89 24.71 1.61 2,208 3.5 4,813 7,021
Exterior Trim (Double check) 5,480 LF 0.5 2,740 2,740
Scaffolding 3 wk 6,000 18,000 18,000
Total Siding 196,632
Insulation (Sub)
Wall Insulation Level 1-5 185,556 SF 0.82 152,156 152,156
Floor Insulation 75,000 SF 0.72 54,000 54,000
Ceiling Insulation 13,636 SF 1.20 16,363 16,363
Bentonite Water Proofing 2,000 SF 1.90 3,800 3,800
Rigid Insulation on Foundation Exterior 2,000 SF 3 6,000 6,000
EPS w/ cement board 33,214 SF 12.50 415,175 415,175
Scaffolding Use 2 Wks 15,000 30,000 30,000
Total Insulation 677,494
Roofing (Sub)
Roof Pavers and pedastal in place 1,541 SF 10 15,410 15,410
Asphalt under pavers 1,200 SF 10 12,000 12,000
TPO, Coverboard, R38 insulation 14,100 SF 12 169,200 169,200
Total Roofing 196,610
Flashing and Sheet Metal (Sub)
Flashing Sliding doors 49 EA 250 12,250 12,250
Flashing Window 181 EA 125 22,625 22,625
Parapet Coping 120 LF 12 1,440 1,440
Total Flashing and Sheet Metal 36,315
Caulking and Sealants (Sub)
Firestopping 500 ea 35 17,500 17,500
Sealants
Total Sealants 17,500
Labor Burden 50% 54,990 27,495 27,495
DIV 7 TOTAL 2,225 54,990 123,642 945,919 1,124,551
of labor
DIV 7: Thermal and Moisture Protection


Metal Doors and Frames
Door Type A HM 6 EA 1.143 7 24.71 28.24 169 640 3,840 4,009
Door Type C 1/4 vision HM 26 EA 1.143 30 24.71 28.24 734 640 16,640 17,374
21,384
Wood Doors
Door Type A WD 3'X7' 352 EA 1 352 24.71 24.71 8,698 200 70,400 79,098
Door Type B Double WD 84 EA 1.3 109 24.71 32.12 2,698 500 42,000 44,698
Door Type D Double 1/4 vision 1 EA 1.3 1 24.71 32.12 32 750 750 782
Door Type E 1/2 vision 2 EA 1.143 2 24.71 28.24 56 200 400 456
Door Type H Double Full Vision 2 EA 1 2 24.71 24.71 49 1200 2,400 2,449
Door Type J Barn Door 9 EA 1 9 24.71 24.71 222 1200 10,800 11,022
Door Type M Double Sliding 7 EA 1 7 24.71 24.71 173 300 2,100 2,273
140,780
Specialty Doors
Door type L Overhead Coiling Doors 1 EA 10.667 11 24.71 263.58 264 3500 3,500 3,764
Electric Motor 1 EA 2 2 24.71 49.42 49 938 938 987
4,751
Windows
Window Type W1 5'x6'-6" Double double 54 EA 1 54 24.71 24.71 1,334 450 24,300 25,634
Window Type W2 6'x6'-6" Double double 22 EA 1 22 24.71 24.71 544 460 10,120 10,664
Window Type W2A 6'x6'-6" Double double 47 EA 1 47 24.71 24.71 1,161 460 21,620 22,781
Window Type W3 9'x6'-6" Tripple double 8 EA 1.2 10 24.71 29.65 237 700 5,600 5,837
Window Type W04 11'x6'-6" Tripple double 22 EA 1.2 26 24.71 29.65 652 800 17,600 18,252
Window Type W5 8'x6'-6" Double double 13 EA 1.2 16 24.71 29.65 385 680 8,840 9,225
Window Type W6 2'-6"'x5' Single 5 EA 1 5 24.71 24.71 124 215 1,075 1,199
Window Type W07 3'x6'-6"Single double 4 EA 1 4 24.71 24.71 99 256 1,024 1,123
Window Type W07A 2'-4"x6'-6" Double double 2 EA 1 2 24.71 24.71 49 300 600 649
Window Type W08 6'x8' w/ door Double double 2 EA 1 2 24.71 24.71 49 700 1,400 1,449
Window Type W09 5'x 6'-6" Double double 2 EA 1 2 24.71 24.71 49 460 920 969
Window Type W13 36" x96" Balcony door 43 EA 1 43 24.71 24.71 1,063 400 17,200 18,263
Window Type W14 32" x96" Balcony door 4 EA 1 4 24.71 24.71 99 400 1,600 1,699
135,745
Hardware
Door Hardware 489 EA 1 489 24.71 24.71 12,083 100 48,900 60,983
Storefront Hardware 2 EA 2 4 24.71 49.42 99 400 800 899
61,882
Mirrors
42X36 11 SF 0.1 1 24.71 2.47 27 9.25 102 129
60X36 1,080 SF 0.1 108 24.71 2.47 2,669 9.25 9,990 12,659
36X36 9 SF 0.1 1 24.71 2.47 22 9.25 83 105
72X36 162 SF 0.1 16 24.71 2.47 400 9.25 1,499 1,899
14,792
Entracne Storefront (Subcontract)
Storefront 1 566 SF 40 22,640 22,640
Storefront 2 94 SF 40 3,760 3,760
26,400
Glazing (Subcontract)
Door Type C 26 EA 60 1,560 1,560
Door Type D 1 EA 60 60 60
Door Type E 2 EA 60 120 120
Door Type H 2 EA 60 120 120
Kalwal Roof Panel (Skylight Glazing) 2,400 SF 40 96,000 96,000
Railing Glazing (new number $11/sf Buy, $35/sf Install) 3,700 SF 40 148,000 148,000
Total Glazing 245,860
Labor Burden 50% 34,293 17,147 17,147
DIV 8 TOTAL 1,388 34,293 327,041 290,260 651,594
of labor
DIV 8: Doors and Windows


GWB
Hang GWB Walls 382,037 SF 0.20 76,407 76,407
Tape, Mud , Finish Walls 267,426 SF 0.57 152,433 152,433
Hang Ceilings 149,818 SF 0.22 32,960 32,960
Tape, Mud , Finish Ceilings 149,818 SF 0.65 97,382 97,382
Buy GWB (5/8") 16,620 SHT 12.48 207,423 207,423
Total GWB 566,605
Tile
Glazed Porcelain Tile (Lobby/Lounge) 2,520 SF 16 41,454 41,454
41,454
Ceilings
Wood Ceiling 3,039 SF 12 36,468 36,468
36,468
Flooring
Sheet Carpet (Bedrooms) Mohawk Group 1,217 SY 18 21,900 21,900
Resiliant Sheet Flooring (Gym) 74 SY 40 2,947 2,947
PFT-1(lobby, elevator) 75 SY 12 901 901
CPT - 1 (Stairs) 320 SY 12 3,840 3,840
CPT - 2 699 SY 20 13,980 13,980
CPT - 4 256 SY 20 5,120 5,120
LVT-1 (Secoya, 936 Converse Basin) (rooms) 49,235 SF 3.78 186,108 186,108
LVT-2 (Secoya 872 Picton Park) (rooms) 40
Resilient Base 7,782 LF 0.20 1,556 1,556
236,353
Acoustical Treatment
ACT 634 SF 3 1,902 1,902
1,902
Paints and Coatings
Interior Painting 120,000 SF 1.50 180,000 180,000
Interior Paint 120,000 SF 0.31 36,960 36,960
Interior Paint Doors 400 EA 160 64,000 64,000
Exterior Siding Painting 35,000 SF 3.80 133,000 133,000
Exterior Paint 35,000 SF 0.34 11,900 11,900
Paint Railings 10 EA 100 1,000 1,000
Trade Dmaage/ Rework 1 ls 5,000 5,000 5,000
Pavement markings 23 stall 22 506 506
450,366
Labor Burden 50%
DIV 9 TOTAL 1,333,147 1,333,147
of labor
DIV 9: Finishes


Fireplaces and Stoves
Fireplace in Lobby 1 EA 10,000 10,000 10,000
Fireplace on Rooftop Deck 1 EA 10,000 10,000 10,000
20,000
Lockers
Storage Lockers 120 LF 160 19,200 19,200
19,200
Fire Protection Specialties
Fire Extinguisher Cabinets 26 EA 1 26 24.71 24.71 642 67 1,742 2,384
Fire Extinguishers 26 EA 1 26 24.71 24.71 642 58 1,508 2,150
4,535
Postal Specialties
Mailboxes 1 EA 2,000 2,000 2,000
2,000
Prefabbricated Aluminum Patios
Patios 49 EA 6,789 332,661 332,661
332,661
Toilet, Bath, And Laundry Accessories
Bath Sink 74 EA 0.8 59 24.71 19.77 1,463 40 2,960 4,423
Grab Railings 99 EA 0.3 30 24.71 7.41 734 15 1,485 2,219
TP holder 74 EA 0.2 15 24.71 4.94 366 10 740 1,106
Toilet 74 EA 0.5 37 24.71 12.36 914 200 14,800 15,714
Towel Ring 74 EA 0.3 22 24.71 7.41 549 10 740 1,289
Bar Sink 1 EA 0.5 1 24.71 12.36 12 100 100 112
Faucets 76 EA 0.5 38 24.71 12.36 939 50 3,800 4,739
29,602
Labor Burden 50% 6262 3,131 3,131
DIV 10 TOTAL 253 6,262 27,875 373,861 407,998
of labor
DIV 10: Specialties


Audio-Visual Equipment
TV 5 EA 1,200 6,000 6,000
6,000
Residential Equipment
Refridgerator 73 EA 699 51,027 51,027
Dishwasher 73 EA 649 47,377 47,377
Range 73 EA 599 43,727 43,727
Microwave 73 EA 329 24,017 24,017
Stacking Washer and Dryer 73 EA 1798 131,254 131,254
Installation 365 EA 25 9,125 9,125
EA
306,527
Athletic, Recreational Equipment
Tread mill 4 EA 2,000 8,000 8,000
Weight sets 3 EA 2,000 6,000 6,000
14,000
DIV 11 TOTAL 326,527 326,527
DIV 11: Equipment


Elevators
Thyson and Krupp Elevators 7 stops 2 EA 187,500 375,000 375,000
375,000
Trash Chute
Trash Chute 1 EA 12,000 12,000 12,000
Trash Compactor 1 EA 4,000 4,000 4,000
16,000
DIV 14 TOTAL 391,000 391,000
DIV 14: Conveying Systems


Plumbing Fixtures and Equipment
Plumbing - Parking 15,000 SF 1.00 15,000 15,000
Plumbing - Residential 73,000 SF 10.00 730,000 730,000
Plumbing - Roof Ammenity 1,541 SF 6.00 9,246 9,246
754,246
HVAC
HVAC 123,000 LS 1.00 123,000 123,000
Design 8,000 LS 1.00 8,000 8,000
131,000
Fire Protection Piping
Fire Protection - Parking 15,000 SF 2.00 30,000 30,000
Fire Protection - Residential 73,000 SF 2.00 146,000 146,000
Fire Protection - Roof Ammenity 1,541 SF 2.00 3,082 3,082
179,082
Testing, Adjusting and Balancing
w/ ROM numbers
DIV 15 TOTAL 179,082 1,064,328
DIV 15: Mechanical


Electrical Power
Service and Distribution (w/ below)
Lighting (w/ below)
Devices (w/ below)
Equipment Connections (w/ below)
Basic Materials (w/ below)
Fire Alarm & Detection (w/ below)
Emergency Generator (w/ below)
Electrical Package - Residential & Garage 89,541 SF 16 1,432,656 1,432,656
Electrical Package - Garage
32 meters on roof, 40 in basement
1,432,656
Lighting
included with above
Communications
included with above
DIV 16 TOTAL 1,432,656 1,432,656
DIV 16: Electrical


ID Task Name Duration Start Finish
1 Spyglass Hill Apartment Summary Schedule 295 days Mon 6/15/15 Fri 7/29/16
2 NTP 0 days Mon 6/15/15 Mon 6/15/15
3 Building Permit 4 days Mon 6/15/15 Thu 6/18/15
4 Sitework/Utilities & Structural Excv. 20 days Fri 6/19/15 Thu 7/16/15
5 FRPS Retaining Walls 24 days Fri 7/17/15 Wed 8/19/15
6 Foundations & CIP Walls 24 days Fri 7/17/15 Wed 8/19/15
7 SOG 6 days Thu 8/20/15 Thu 8/27/15
8 PT Deck 27 days Fri 8/28/15 Mon 10/5/15
9 Concrete Stairs, Entrance Canopy Fdn. 14 days Tue 10/6/15 Fri 10/23/15
10 Framing L1-L5 62 days Wed 9/30/15 Thu 12/24/15
11 MEP Rough-In L1-L5 64 days Fri 10/9/15 Wed 1/6/16
12 Roofing 18 days Fri 12/25/15 Tue 1/19/16
13 Windows/Storefront 25 days Thu 2/25/16 Wed 3/30/16
14 Siding/Exterior Trim (Alum/metal) 35 days Mon 3/7/16 Fri 4/22/16
15 Siding/Exterior Trim (FRCP) 35 days Thu 3/31/16 Wed 5/18/16
16 Rooftop Landscaping 56 days Wed 1/20/16 Wed 4/6/16
17 MEP Rough-In (After dry) L5-L1 50 days Thu 1/7/16 Wed 3/16/16
18 Elevator #1-#2 60 days Tue 2/9/16 Mon 5/2/16
19 Exterior Sealants and Paint 30 days Thu 4/21/16 Wed 6/1/16
20 Aluminum Patio Decks 20 days Thu 6/2/16 Wed 6/29/16
21 Deck Railings/Glazing 25 days Thu 6/2/16 Wed 7/6/16
22 Insulation L5-L1 47 days Thu 1/21/16 Fri 3/25/16
23 GWB Hang L5-L1 47 days Mon 2/1/16 Tue 4/5/16
24 GWB T,F,P,T L5-L1 56 days Wed 2/3/16 Wed 4/20/16
25 Gypcrete L5-L1 48 days Tue 2/16/16 Thu 4/21/16
26 Paint Walls & Ceilings L5-L1 50 days Thu 2/18/16 Wed 4/27/16
27 Casework L5-L1 55 days Thu 2/25/16 Wed 5/11/16
28 Laminate Flooring & Base L5-L1 59 days Mon 2/29/16 Thu 5/19/16
29 DFH & Countertops L5-L1 75 days Wed 3/2/16 Tue 6/14/16
30 Paint Trim & Misc Specialties L5-L1 72 days Wed 3/9/16 Thu 6/16/16
31 Mep Trim L5-L1 70 days Tue 3/15/16 Mon 6/20/16
32 Carpeting L5-L1 75 days Mon 3/21/16 Fri 7/1/16
33 Appliances and Equipment L5-L1 65 days Mon 4/11/16 Fri 7/8/16
34 Curbs, Paving, Striping, Landscaping 30 days Thu 6/9/16 Wed 7/20/16
35 Final Punchlist and Final Clean 15 days Mon 7/11/16 Fri 7/29/16
36 Final Completion 0 days Fri 7/29/16 Fri 7/29/16
6/15
4 days Building Permit
20 days Sitework/Utilities & Structural Excv.
24 days FRPS Retaining Walls
24 days Foundations & CIP Walls
6 days SOG
27 days PT Deck
14 days Concrete Stairs, Entrance Canopy Fdn.
62 days Framing L1-L5
64 days MEP Rough-In L1-L5
18 days Roofing
25 days Windows/Storefront
35 days Siding/Exterior Trim (Alum/metal)
35 days Siding/Exterior Trim (FRCP)
56 days Rooftop Landscaping
50 days MEP Rough-In (After dry) L5-L1
60 days Elevator #1-#2
30 days Exterior Sealants and Paint
20 days Aluminum Patio Decks
25 days Deck Railings/Glazing
47 days Insulation L5-L1
47 days GWB Hang L5-L1
56 days GWB T,F,P,T L5-L1
48 days Gypcrete L5-L1
50 days Paint Walls & Ceilings L5-L1
55 days Casework L5-L1
59 days Laminate Flooring & Base L5-L1
75 days DFH & Countertops L5-L1
72 days Paint Trim & Misc Specialties L5-L1
70 days Mep Trim L5-L1
75 days Carpeting L5-L1
65 days Appliances and Equipment L5-L1
30 days Curbs, Paving, Striping, Landscaping
15 days Final Punchlist and Final Clean
7/29
W S T M F T S W S T M F T S W S T M F T S W S T M F T S W S T M F T S W S T M F T S W S T M F
May 10, '15 Jun 7, '15 Jul 5, '15 Aug 2, '15 Aug 30, '15 Sep 27, '15 Oct 25, '15 Nov 22, '15 Dec 20, '15 Jan 17, '16 Feb 14, '16 Mar 13, '16 Apr 10, '16 May 8, '16 Jun 5, '16 Jul 3, '16 Jul 31, '16 Aug 28, '16 Sep 25, '16
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Progress
Manual Progress
Page 1
Project: Spyglass Hill Summary
Date: Tue 5/19/15


Act Description Cost ($) Jun-15 Jul-15 Aug-15 Sep-15 Oct-15 Nov-15 Dec-15 Jan-16 Feb-16 Mar-16 Apr-16 May-16 Jun-16 Jul-16 Total ($)
1 Sitework/ Utilities & Structural Excavation 171,353$ 85,676$ 85,676$ 171,353$
2 FRPS Retaining Walls 31,764$ 15,882$ 15,882$ 31,764$
3 Foundations & CIP Walls 176,278$ 88,139$ 88,139$ 176,278$
4 SOG 74,298$ 74,298$ 74,298$
5 PT Deck 241,614$ 193,292$ 48,323$ 241,614$
6 Concrete Stairs, Entrance Canopy Fdn. 5,447$ 5,447$ 5,447$
7 Framing L1-L5 748,846$ 187,212$ 187,212$ 187,212$ 187,212$ 748,846$
8 MEP Rough-In L1-L5 998,794$ 199,759$ 199,759$ 199,759$ 199,759$ 199,759$ 998,794$
9 Roofing 196,610$ 98,305$ 98,305$ 196,610$
10 Windows/Storefront 162,145$ 48,644$ 113,502$ 162,145$
11 Siding/Exterior Trim (Alum/metal) 36,315$ 18,158$ 18,158$ 36,315$
12 Siding/Exterior Trim (FRCP) 196,632$ 98,316$ 98,316$ 196,632$
13 Rooftop Landscaping 26,736$ 6,684$ 6,684$ 6,684$ 6,684$ 26,736$
14 MEP After Dry 1,248,492$ 416,164$ 416,164$ 416,164$ 1,248,492$
15 Elevator #1 & 2 391,000$ 97,750$ 97,750$ 97,750$ 97,750$ 391,000$
16 Exterior Sealants & Paint 186,906$ 186,906$ 186,906$
17 Aluminum Patio Decks 332,661$ 332,661$ 332,661$
18 Deck Railing/Glazing 287,418$ 287,418$ 287,418$
19 Insulation L5-L1 677,494$ 135,499$ 338,747$ 203,248$ 677,494$
20 GWB Hang L5-L1 316,790$ 126,716$ 126,716$ 63,358$ 316,790$
21 GWB T,F,P,T L5-L1 249,814$ 83,271$ 83,271$ 83,271$ 249,814$
22 Gypcrete L5-L1 53,235$ 13,309$ 26,618$ 13,309$ 53,235$
23 Paint Walls & Ceilings L5-L1 280,960$ 140,480$ 140,480$ 280,960$
24 Casework L5-L1 248,652$ 24,865$ 99,461$ 62,163$ 62,163$ 248,652$
25 Laminate Flooring & Base L5-L1 190,611$ 63,537$ 63,537$ 63,537$ 190,611$
26 DFH & Countertops L5-L1 295,956$ 98,652$ 98,652$ 49,326$ 49,326$ 295,956$
27 Paint Trim & Misc Specialties L5-L1 144,118$ 48,039$ 48,039$ 24,020$ 24,020$ 144,118$
28 MEP Trim L5-L1 249,698$ 41,616$ 83,233$ 83,233$ 41,616$ 249,698$
29 Carpeting L5-L1 44,840$ 7,473$ 14,947$ 14,947$ 3,737$ 3,737$ 44,840$
30 Appliances & Equipment L5-L1 326,527$ 81,632$ 81,632$ 81,632$ 81,632$ 326,527$
31 Curbs, Paving, Stripping, Landscaping 65,878$ 32,939$ 32,939$ 65,878$
8,657,885$ 85,676$ 189,697$ 371,610$ 440,740$ 386,970$ 386,970$ 485,275$ 849,727$ 1,156,150$ 1,591,370$ 973,529$ 768,513$ 853,349$ 118,308$ 8,657,885$
933,371$ 35,899$ 71,798$ 71,798$ 71,798$ 71,798$ 71,798$ 71,798$ 71,798$ 71,798$ 71,798$ 71,798$ 71,798$ 71,798$ 35,899$ 933,371$
1,154,171$ 14,630$ 31,467$ 53,358$ 61,677$ 55,206$ 55,206$ 67,036$ 110,892$ 147,766$ 200,139$ 125,790$ 101,119$ 111,328$ 18,557$ 1,154,171$
10,745,427$ 136,205$ 292,962$ 496,766$ 574,215$ 513,974$ 513,974$ 624,109$ 1,032,417$ 1,375,714$ 1,863,306$ 1,171,117$ 941,431$ 1,036,475$ 172,763$ 10,745,427$
136,205$ 429,167$ 925,933$ 1,500,148$ 2,014,122$ 2,528,096$ 3,152,205$ 4,184,622$ 5,560,336$ 7,423,642$ 8,594,759$ 9,536,189$ 10,572,664$ 10,745,427$
Cost Loaded Construction Summary Schedule
Cumulative
Subtotal
General Conditions's (Straight line)
Markup's (% of work in place)
TOTAL


Work-In-Place Cash Flow Curves
$-
$2,000,000
$4,000,000
$6,000,000
$8,000,000
$10,000,000
$12,000,000
$-
$200,000
$400,000
$600,000
$800,000
$1,000,000
$1,200,000
$1,400,000
$1,600,000
$1,800,000
$2,000,000
Jun-15 Jul-15 Aug-15 Sep-15 Oct-15 Nov-15 Dec-15 Jan-16 Feb-16 Mar-16 Apr-16 May-16 Jun-16 Jul-16
CumulativeWorkinPlace($)
MonthlyWorkInPlace($)
Month
Monthly Cash Flow
Cummulative Cash Flow


Jun-15 Jul-15 Aug-15 Sep-15 Oct-15 Nov-15 Dec-15 Jan-16 Feb-16 Mar-16 Apr-16 May-16 Jun-16 Jul-16 Aug-16 Sep-16 TOTAL
136,205$ 292,962$ 496,766$ 574,215$ 513,974$ 513,974$ 624,109$ 1,032,417$ 1,375,714$ 1,863,306$ 1,171,117$ 941,431$ 1,036,475$ 172,763$ -$ 10,745,427$
136,205$ 292,962$ 496,766$ 574,215$ 513,974$ 513,974$ 624,109$ 1,032,417$ 1,375,714$ 1,863,306$ 1,171,117$ 941,431$ 1,036,475$ 172,763$ 537,271$ 11,282,699$
6,810-$ 14,648-$ 24,838-$ 28,711-$ 25,699-$ 25,699-$ 31,205-$ 51,621-$ 68,786-$ 93,165-$ 58,556-$ 47,072-$ 51,824-$ 8,638-$ -$ 537,271-$
12,939$ 27,831$ 47,193$ 54,550$ 48,828$ 48,828$ 59,290$ 98,080$ 130,693$ 177,014$ 111,256$ 89,436$ 98,465$ 16,412$ -$ 1,020,816$
142,334$ 306,146$ 519,120$ 600,054$ 537,103$ 537,103$ 652,194$ 1,078,875$ 1,437,621$ 1,947,155$ 1,223,817$ 983,795$ 1,083,116$ 180,537$ 537,271$ -$ 11,766,243$
142,334$ 306,146$ 519,120$ 600,054$ 537,103$ 537,103$ 652,194$ 1,078,875$ 1,437,621$ 1,947,155$ 1,223,817$ 983,795$ 1,083,116$ 180,537$ 537,271$ 11,766,243$
6,810-$ 21,458-$ 46,297-$ 75,007-$ 100,706-$ 126,405-$ 157,610-$ 209,231-$ 278,017-$ 371,182-$ 429,738-$ 476,809-$ 528,633-$ 537,271-$ -$
Payment Received (10th)
Billing and Payment Schedule
Retention Held (5%)
Pluss WSST (9.5%)
Net Bill (30th)
Cost of Work in Place
Gross Bill
Cumulative Retention


Construction Sequence Narrative
Phase 1: Preconstruction/ Initial Site work
The site will be handed over from the owner with demo, clearing and grading completed as well
as a fence around it. Once NTP is received the GC will mobilize to the site and set up TESC and
perform other preliminary site work including but not limited to a survey and layout. Once
utilities are located and removed, the structural excavation sub will mob to the site and begin the
excavation process for the apartment building. There is plenty of room for their equipment to be
left onsite overnight. The excavation will be sloped and or benched on all four sides. The dump
truck will be loaded with the haul off material via Highland Ave. The backfill material will be
left on site near Highland Ave until the PT is poured and the CIP walls can be back filled. During
excavation the retaining walls on the NE corner of the site can be formed, reinforced, Poured and
finished.
Phase 2: Substructure/Misc. Site work
Once excavation is finished and the building footprint is graded, excavation for the footings can
begin. Carpenters will build the forms, ironworkers will tie rebar and laborers will place the
footings. The same will then be done for the foundation walls and the CIP walls on the basement
level. Then the elevator pit will be backfilled and the MEP subs can begin under slab rough in.
Once the electricians and plumbers are finished roughing in under the slab, vapor barrier will be
placed and the SOG will be placed. The slab should be poured on a Friday so it can cure over the
weekend and formwork for the PT deck and begin to be formed by a subcontractor the following
Monday. MEP subcontractors will insert any sleeves or block-outs while ironworkers lay
reinforcing and a specialty subcontractor places PT tendons. The slab will be broken into two
sections North and South as indicated on the plans. Each section will be poured on separate days.
The slabs will then be tensioned and days later the pour strip will be poured. Once the PT Slab is
poured the exterior of the foundation walls can be applied with waterproofing, insulation and can
be backfilled. Once backfill is completed perimeter drains can be installed.
Phase 3: Superstructure
Once the PT Deck is poured, cured and stressed. Carpenters and ironworkers will begin wood
and steel framing, respectively, on level 1. Once all of the walls are framed, joists and floor
sheathing will be installed on level 2. This process will repeat up to the fifth level. The elevator
pent house, mechanical room, parapet walls will then be framed by carpenters. The Roof canopy
will then be erected by steel erectors and sheathed by carpenters. The roof will be ready for
insulation, waterproofing and roofing. MEP Subcontractors will begin installing initial MEP
rough-ins as the carpenters frame the level above them. Upon the completion of the framing on
the fifth floor the MEP subcontractors will then work their way back down through the floors as
the finish trades follow them. The elevator will begin installation once the roof is completely
finished, the elevator shaft walls are completed and inspected, main power to the building is
connected and the switchgear is operable. Once the elevator is installed the inside will be
covered in plywood and used as a man lift.
Phase 3: Exterior Enclosure


Once the roof construction starts the scaffolding subcontractor will begin erecting scaffolding
around the perimeter of the building. The scaffolding will then be used to wrap the building with
vapor barrier. Carpenters will then install Windows and a glazing subcontractor will install the
storefront. While the windows are being installed the building will be heated if necessary to dry
it out in preparation of loading it with GWB. Carpenters will then install the FRC siding per
elevation starting in the North West corner on level 1 of the building near the elevator and
working clockwise around the building.
Phase 4: Interior Finishes
Once MEP rough-ins are completed on the fifth floor and an inspector has approved the work,
the walls and ceiling will be insulated and carpenters will hang the GWB. The parade of trades
will begin in the North West portion of the building where the elevator is located and work
clockwise around the floor. Following the GWB hanging crew will be the GWB tape, finish and
texture crew. Following the GWB finish crew the walls and ceiling will get painted. Once the
walls and ceilings are painted, flooring in the kitchens and bathrooms will be installed. Casework
will then be installed in the kitchens and bathrooms. Once the casework is transported into each
of the units the doors can begin to be hung. Carpenters will then install door, window trim and
base. Once the door and window trim is installed, tiling in the kitchen and bathroom can begin.
The painter will then come back and paint the trim. Once painting is finished MEP trim can be
installed and carpet tile and sheet carpet can be installed. Following the completion of all finishes
in units, appliances will be installed.
Phase 5: Exterior Finishes
Once the siding is installed the exterior can be masked and painted by the painting subcontractor.
The prefabricated concrete patios can then be flow in with the help of the crane and bolted by
crews on the scaffolding. Once the decks are bolted on, the railing system and glazing panels can
be installed. Upon completion of the roof, the concrete pavers, planter boxes, and pedestal pavers
can be installed. The landscaping subcontractor can then finish all of the work associated with
the roof top deck planters.
Phase 6: Miscellaneous
The footings for the canopy at the entrance of the building will be excavated, formed, reinforced
and poured upon completion backfilling the CIP wall. Once the footings are complete the SOG
will be formed and poured. Then the steel columns will be erected and the roof will be framed
and sheathed by carpenters. Lightweight concrete roof decks will be poured on level 3 and 4
after topping out and while MEP rough in is occurring. Once the exterior enclosure of the
building in finished, the scaffolding will be dismantled. The site-work subcontractor will then
pour all curbs and sidewalks and pave the parking lots. The landscaping subcontractor will also
be landscaping at this time. Upon completion of all finishes on the interior of the building a
punch list will be performed and a final clean will occur.


Executive Summary of Hazard Analysis
Management Commitment
Committed to providing a safe workplace for all employees, PSC has developed a program for
injury prevention that encourages managers, supervisors, and employees to identify and
eliminate hazards that may develop during construction.
General Overview
The Spyglass Hill Apartment building is comprised of 73 residential units atop one level of
below grade parking on a 3.2 acre plot of land in Bremerton Washington. Each of the 6 levels is
approximately 15,000 sf. The residential portion of the project is comprised of wood framing
with some structural steel for support. The below grade parking portion of the project is all cast
in place concrete with an elevated post-tensioned deck. NTP and Substantial Completion are
expected in June 2015 and August 2016, respectively, for a total duration of 14 months.
Site Contact Information In Case of Emergencies
If someone is injured on site call 911 first.
Primary Contact information
For any safety concerns contact a primary contact for the Spyglass Hill Apartments immediately.
Each primary contact is competent in the safety regulations and procedures set forth by OSHA,
WISHA, PSC’s company policy, and has the authority to stop work at anytime for any reason
when deemed necessary.
PSC Safety Manager:………………………..…..John Smith - (206) 456-9867
PSC Project Manager: ……………………….... Aegir Olsen - (206) 999-5268
PSC Superintendent:…………………..…….…… Jim Street - (206) 989-6785
Secondary Contact Information
In the rare occasion a primary contact is not available, or if there is a specific safety concern with
a subcontractor, contact a secondary contact from the list below.
Emerald Aire Contact:……………………………Jim Stewart - (253) 649-0200
Richard Thompson Plumbing Contact:………….…Tara Hunt - (425) 690-6969
Berg Scaffolding Contact:……………….….....Geof Fairchild - (543) 987-6543
Utility Company Contact Information
Bremerton Utilities Contact:
Water/Sewer Contact:…………………..………….…..(253) 447-4317
After-hours Water/Sewer Emergencies:……….………(253) 841-5538
Electrical issues/outages:……………………...……….(253) 867-4994


Adverse Weather Conditions
Bremerton is located in the Pacific Northwest of the United States where temperatures tend to
fluctuate substantially between seasons. During the duration of the project both hot and cold
conditions are to be expected. Adequate dress, appropriate preparation, and access to conditioned
spaces are recommended precautions to help reduce weather related accidents.
Working in Cold Conditions
Potential injuries:
Hypothermia- when a workers body looses heat faster than it can produce heat
causing a dangerously lower body temperature. Wearing the proper PPE such as a warm hat, rain
jacket, and rain pants can prevent injury by keeping the worker dry and protected from the
elements.
Muscle strain or tear- when a worker strains or tears a muscle because their
muscles are not warm and flexible. Wearing the proper PPE such as a warm hat, rain jacket, and
rain pants can prevent injury by keeping the worker warm and flexible.
Working in Hot Conditions
Potential injuries:
Heat stroke- is a life threatening condition often associated with symptoms of
high body temperature, rapid pulse, difficulty breathing, and confusion. It is the most severe
heat-related injury, after heat cramps and heat exhaustion. Wearing the proper PPE, taking
adequate breaks, eating and drinking adequate amounts can prevent such an injury.
Emergency Procedures
1) Any injured worker in need of immediate medical attention should not be left unattended.
Stay with the injured worker while dialing 911. A primary contact individual should tend
to the injured worker until an ambulance arrives. When possible, a trained and qualified
person should assist the injured. A trained and qualified individual will be certified in
CPR, First Aid, Hazmat (in case of exposure to bodily fluids) and the use of External
Defibrillators.
2) All injuries, regardless of severity, should be reported to one of the primary contacts on
the first page.
3) Witnesses of an accident should debrief with the site supervisor and create a
comprehensive report of the incident. This report will be submitted to the necessary
authorities including but not limited to OSHA and Washington State’s Department of
Labor and Industries.
If an injured worker does not need immediate medical attention, a member from the primary
contact list has the authority to drive him/her to the nearest hospital.


Closest Hospital
The nearest hospital is Harrison Medical Center, located 6 minutes away when driving.
Address: Harrison Medical Center, 2520 Cherry Ave Bremerton, WA 98310
Phone: (360) 377-3911
• Head south on Highland Ave toward 6th
St
• Turn left onto 6th
St
• Turn left onto Washington Ave
• Turn right onto Manette Bridge
• At the traffic circle, take the 2nd
exit onto Wheaton Way
• Turn right onto Cherry Ave
• Destination will be on the right


Evacuation Procedure & Meeting Point
In the event of an evacuation of the premises due to an earthquake, flooding, gas leak, fire or
other major incident refer to the evacuation diagram shown below. As shown, meet at the
intersection of Highland Ave and the main jobsite entrance.
At the meeting point, a competent person from the list of primary contacts will take attendance.
To ensure all workers are accounted for, compare the attendance list administered at the meeting
point with crew lists made earlier in the day. No one is allowed to re-enter the building, even in
the case of missing personnel. Everyone must wait for the local fire department or qualified
officials to arrive and determine whether or not it is safe to return to work. Under no
circumstances can someone return to work without the consent of a competent person from the
primary contact list.
Subcontractor Requirements
All subcontractors are required to have a site-specific accident prevention plan approved by the
superintendent. Subcontractors are required to have an orientation with all of their new workers
about their APP before they can start working.
Pre-work Safety Orientation
All new workers to the job site will review and perform the following before being allowed to
work on the Spyglass Hill Apartments:
• Review the PPE checklist
• Review the Evacuation Plan
• Review known jobsite hazards
• Review fall protection plan
• Review confined space plan
• Discuss site specific electrical safety concerns
• Make each worker aware of the emergency contacts


• Make each worker aware of the Primary Contacts
• Make each worker aware of the location of the APP
Required Personal Protective Equipment
In order to enter the job site, every single person must satisfy PPE requirements including but not
limited to:
• Hardhat
• Steel-toed boots
• Safety Vest
• Ear protection
• Safety goggles
• Safety gloves
• Long pants
Fall Protection Plan
The Spyglass Hill Apartment building after top out will be 6 stories above grade. During
construction there will be many workers exposed to falling hazards and will be required to wear
fall protection. When possible, all areas with fall hazard potential will have guard railing.
During rough framing all window openings will need a 2x4 railing installed. Fall protection in
the form of a harness and tie off rope will be required for the following situations:
o When working on scaffolding greater than 10 feet off the ground
o When working within ten feet of the edge of the roof
o When working within ten feet of a stair shaft, elevator shaft, or vent shaft hole
before the Shaft Wall is installed.
Before any worker can start working, a competent person must walk the site to determine if there
are any new fall hazards. If any new fall hazards are identified, a Competent Person will mark
them and determine appropriate fall protection is for each instance. The most common forms of
fall protection that will be used on the Spyglass Hill Apartments are tie-offs, body harness, with
fall limiting lanyard, and guard railings where necessary. At a minimum, workers must wear fall
protection during the following tasks:
• Erecting the structural steel
• Placing the roof decking
• Sheathing the floors
• All work performed on the roof
• All work performed near the edge of the floors before the exterior enclosure is
complete


Internal Company Risk and Mitigation
Construction is inherently risky. Puget Sound Construction, Inc. excels at identifying potential
risks and takes the necessary precautions to mitigate them before they prove to be a problem.
Existing Retaining Wall
An existing concrete retaining wall approximately 10 feet in height is located on the eastern
portion of the property and will remain in place with the proposed development. The original site
had one and two story single-family residences substantially set back from the retaining wall.
According to the calculations of the geotechnical engineer the proposed apartment building will
only be set back 12’ in order for the angle of repose to not put lateral pressure on to the existing
retaining wall. Structural excavation near the wall and the layout of the foundations pose a risk if
done incorrectly. PSC plans to subcontract the structural excavation, site survey and layout
scopes of work in order to transfer the risk on to the appropriate subcontractors.
Labor Productivity
Puget Sound Construction, Inc. plans to self-perform all structural concrete, reinforcement,
structural steel, rough framing, siding, and window and door installation. The value of this self
perform work including labor burden is $2,00,342 which is 17.95% of the total GMP. This
percentage is in the normal range for percentage of self-perform work, however because it is a
significant portion of the GMP, labor productivity must be tracked to make sure we do not go
over budget. If PSC is more productive than estimated this can be another source of profit.
Site Location
The project site is located in a small residential neighborhood in Bremerton, WA. Many of the
residents in the neighborhood are young children. The road is narrow and has limited access. All
of these pose a risk for possible third party injury. Purchasing general liability insurance as well
as bringing the delivery trucks onto the site while they are being unloaded will mitigate this risk.
Injury to the public is also a risk once the scaffolding goes up on the east side of the building.
The highest platform will be roughly 70’ above the sidewalk on Highland Ave. In order to
protect the general public from tools and materials falling onto the sidewalk, the scaffolding will
be enclosed with a protective screen.
Design Build MEP
Plumbing, HVAC, Fire Protection and Electrical scopes of work are to be contracted in a design
build fashion. This is a risk because PSC will be carrying the cost of design for those systems.
This risk can be mitigated by working with qualified subcontractors that PSC has worked with
before, and that have proven their competency in realizing the total cost of their scope before the
GMP contract is finalized. Any unexpected cost overruns could potentially come out of PSC’s
profit unless they could be justified by a change that came from the owner.


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