Othello Schools

Posted: July 17, 2010 in Uncategorized
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Hiawatha & Scootney Elementary Schools

E 2nd Avenue Demo 2010

Posted: July 13, 2010 in Uncategorized
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WA St D.O.T.  Demolition of 30 residential dwellings with out buildings.

Bids at 11:00 am on July 15, 2010

East Central Community Center ~ SNAP Remodel & Addition

Posted: June 28, 2010 in Uncategorized
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Bid Date: July 1, 2010


Freeman Elementary School Modernization & Addition

Posted: June 28, 2010 in Uncategorized
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Bid Date:  July 20, 2010

Pre-Bid Meeting: Changed to July 8, 2010 at 10:30 am


INFORMATIONAL SUBMITTALS
Schedule of Selective Demolition Activities: Indicate the following:
1. Detailed sequence of selective demolition and removal work, with starting and ending
dates for each activity. Ensure Owner’s on-site operations are uninterrupted.
2. Interruption of utility services, Indicate how long utility services will be interrupted,
3. Coordination for shutoff, capping, and continuation of utility services.
4. Use of elevator and stairs
5. Coordination of 0wners continuing occupancy of portions of existing building and of
Owner’s partial occupancy of completed Work.

Inventory: Submit a list of items to be removed and salvaged and deliver to Owner prior to start
of demolition.

Pre-demolition Photographs or Video: Submit before Work begins.

Statement of Refrigerant Recovery: Signed by refrigerant recovery technician responsible for
recovering refrigerant, stating that all refrigerant that was present was recovered and that
recovery was performed according to EPA regulations. Include name and address of technician
and date refrigerant was recovered.

Warranties: Documentation indicated that existing warranties are still in effect after completion
of selective demolition.

CLOSEOUT SUBMITTALS
Inventory: Submit a list of items that have been removed and salvaged.
Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility
licensed to accept hazardous wastes.

Engage a professional engineer to perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations.

1. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities.
2. Steel Tendons: Locate tensioned steel tendons and include recommendations for detensioning.

Davenport Elementary School Modernization and Middle School Addition

Posted: June 28, 2010 in Uncategorized
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Addenda:  1 & 2

Bid Date:  July 22, 2010

Pre-Bid Meeting:  June 29, 2010 at 11:00am

This project has Washington State Screw the Tax Payer Requirements, also known as Washington Sustainable Schools Protocol.  Drawn up by D.O.E. Employees that sit on their asses most of the day planning how to waste obscene amounts of money.

If you pay enough for a  liberal education, you too might one day be  trained and certified to spend school budgets on controlling the weather and saving rocks.

http://plancenter.net/IPIN/Scans/2010/1290/Specs/01%2081%2014.pdf

D.O.T. Project: 2010 ER Demolition NO. 1

Posted: June 15, 2010 in Uncategorized
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Sealed bids will be received by the Department of Transportation at Eastern Region, WSDOT 2714 North Mayfair Street, Spokane, WA 99207 until 11:00 A.M. on


June 24 ,2010

The bids will be publicly opened and read after 11:00 A.M.

Summary of Project Requirements

* Bid Bond & Performance Bond Required.

* Removal & Disposal of structures at six separate sites.

* Asbestos Abatement Required.

* 55 Days to complete work.

* 3 acres of seeding, fertilizing & mulching.

* 7,900 S.Y. of asphalt & concrete removal.

* 1,100 L.F. of new fence installation.

* 7 drainage structures to be removed.


Site Photos

3203 E. Main

3203 E. Main

1) Sewer connection shall be decommissioned by plugging or capping connection at the property line, in accordance with City of Spokane regulations.

2) The Contractor shall, at the Contractors expense, protect the property of the Railroad Company from damage, destruction or interference. The Contractor shall not transport equipment, machinery, or materials across the Railroad Company’s tracks, except at a public crossing, without the written consent of the Railroad Company.

4) Canopy over railroads tracks shall be removed.

5) Excess on-site material shall be used to fill equipment pits and scale pit with no slope steeper than 4:1. Equipment pits and scale pit volume is approximately 650 C.Y.

6) Lot Size 135,241 SF

7) Building Size 6,000 SF steel building and 1,800 SF concrete silo.

Notes:

Concrete circle approximately 8″ walls/33′ in diameter/ 6 columns 2.5’x2.5′

Rail lines to be removed

5 silos in the tower

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5802 & 5906 N Market (3 Warehouses)

mezzanine beyond the patriotic post

5820/5906 N. Market

1) Sewer connection shall be decommissioned by plugging or capping connection at the property line, in accordance with City of Spokane regulations.

2) The Contractor shall, at the Contractors expense, protect the property of the Railroad Company from damage, destruction or interference. The Contractor shall not transport equipment, machinery, or materials across the Railroad Company’s tracks, except at a public crossing, without the written consent of the Railroad Company.

3) After buildings are removed the Contractor shall install a fence to close the gap along the south, east and west sides of property where staked by the Engineer. The fence shall meet or exceed the quality of the adjacent fence as determined by the Engineer.

4) All asphalt and ground level concrete slabs shall be removed.

5) All disturbed areas shall be seeded and fertilized.

6) During construction a temporary chain Link fence shall be installed on south end of site for the protection of the public, and to protect the property from theft or vandalism.

7) Site shall be graded to fill voids from removal of foundation leaving no slope steeper than 4:1

8) (5) Dry-wells to be removed. See Special Provisions “Removing Drainage Structure’”

9) Lot Size 353,910 SF

10) Building Size Three buildings – 64,853 SF total

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Church at 301 S. Freya

Wing Addition

301 S. Freya

1) Sewer connection shall be decommissioned by plugging or capping connection at the property line, in accordance with City of Spokane regulations.

2) Lot size: 25,450 SF

3) Church Size – 13,970 SF total

4) During construction a temporary chain Link fence shall be installed for the protection of the public and to protect the property from theft or vandalism.

5) An approximate quantity of 2,000 cubic yards of borrow will be required to fill the void from removal of Basement. This has been included in the Lump Sum Bid for Removal of Structure and Obstructions. Excess material from the site at 5820 & 5906 N. Market can be used as borrow with no slope steeper than a 4:1.

6) All asphalt south of alley will be removed.

7) (2) Dry-wells to be removed. See Special Provisions “Removing Drainage Structure”

8) All disturbed areas shall be seeded and fertilized.

9) To insure safety to pedestrians and the motoring traffic the Contractor shall submit a demolition plan for approval for the west wall facing Freya St. at the Pre- Construction Conference.

*********


2614 E. 3rd Avenue

1) Sewer connection shall be decommissioned by plugging or capping connection at the property line, in accordance with City of Spokane regulations.

2) Lot Size:  10,6s0 SF

3) House Size – 2,730 SF total Plus detached garage.

******

8626 N Gerlach

8626 N. Gerlach

1) Sewer connection shall be decommissioned by plugging or capping connection at the property line, in accordance with City of Spokane regulations.

2) Lot Size 2,636,538 SF

3) House Size – 3,500 SF total includes 2 houses plus detached shed, garage and barn.

******

Picture Missing of of small brick house and garage

204 S. Thor

1) Sewer connection shall be decommissioned by plugging or capping connection at the property line, in accordance with City of Spokane regulations.

2) Lot Size 12,800 SF

3) House Size – 1,292 SF total plus a detached garage.