World builders sample bid

[Name of Property]Apartments[Property Address][City, State Zip]

PROPOSAL FOR RENOVATION AND RECONSTRUCTION SERVICESDATE: [DATE]

ADDRESSED TO: [NAME OF OWNER/MANAGER][NAME OF COMPANY][ADDRESS][CITY, STATE ZIP]

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[Property Name] Apartments [Property Address] Revised [Date]

[Date] [Name of Owner/Manager] [Company Name] [Company Address] [City, State Zip]

Re: [Property Name] Exterior Renovation Mr. [Owner/Manager]: Enclosed is our revised proposal for exterior repairs and painting at [Property Name] Apartments. Our aim is to provide in this and any subsequent documents all the information you require to assess the scope of work. This proposal encompasses the following work items:

1) Frame and finish sections of flat roof extension over common entries 2) Repair columns listed and install 2 vents in all columns 3) Install 60 pairs of shutters 4) General carpentry 5) Install 60 insulated glass white aluminum frame windows at street

elevations 6) Preparation and Painting of Exterior 7) Install flat roofing on 5 buildings 8) Gutters and downspouts as listed 9) Welding repair 10) Brick Repair

Thank you for this opportunity. We look forward to working with you and your staff to successfully complete the proposed work. We estimate that this renovation will require approximately 120 work days. Sincerely,

Paul Kester PK

Multi–Family Renovation

11811 N. Freeway - Suite 500 - Houston, Texas 77060 - 469.232.3000 Tel -469-232-3000

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TABLE OF CONTENTS

LETTER TO OWNER/MANAGER .................................................................................. 2 PRICING SUMMARY FOR EXTERIOR REPAIR ........................................................... 4

Allowance Items Not Included In Pricing ...................................................................... 4 Potential Add-On Items ................................................................................................ 4

FLAT ROOFING SYSTEM AT COMMON ENTRY BALCONIES: .................................. 5 Existing Roofing System .............................................................................................. 9 Estimated Plywood Decking Replacement At Roof: .................................................. 13

WINDOW INSTALLATION ........................................................................................... 14 EXTERIOR PAINT ........................................................................................................ 18 REMOVE AND REPLACE DAMAGED MATERIALS FROM COLUMNS: ................... 24 BRICK REPAIR: ........................................................................................................... 34 GENERAL WARRANTY SUMMARY ........................................................................... 35

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[PROPERTY NAME] APARTMENTS [PROPERTY ADDRESS]

[CITY, STATE ZIP]

ALLOWANCE ITEMS NOT INCLUDED IN PRICING ROOF DECKING UP TO 447 SHEETS AT $__/SHEET $ POTENTIAL ADD-ON ITEMS PAINT ON IRON RAILS (9,147 LF) $ PAINT ON STAIRS (APPROX 70 STAIR UNITS) $ SIDING AT NORTH, EAST AND SOUTH ELEVATIONS $ CAR ENTRY GATE SYSTEM $ PERIMETER FENCING (INCLUDES POOL FENCE) $ PEDESTRIAN GATE (5 GATES) $ TOTAL WITH ALL ADD-ON ITEMS $

PRICING SUMMARY FOR EXTERIOR REPAIRS TO [PROPERTY NAME] APARTMENTS FRAME FLAT ROOF EXTENSION OVER COMMON ENTRIES (see note)

$

REPAIR COLUMNS AS LISTED $ INSTALL 60 PAIRS SHUTTERS $ GENERAL CARPENTRY-BALCONY FASCIA ETC. $ INSTALL 60 NEW INSULATED GLASS WHITE ALUMINUM WINDOWS WITH WHITE DIVIDERS AT STREET ELEVATION OF 5 BUILDINGS

$

EXTERIOR PAINT INCLUDES ALL COLUMNS, LAUNDRY AND BOILER FACILITIES. SEE TABLE IN PAINT SECTION FOR DETAILS.

$

ROOFING -- REMOVE EXISTING FLAT ROOF AND INSTALL TORCH DOWN 2117 SQUARES APPROX

$

GUTTERS AND DOWNSPOUTS AS LISTED $ WELDING REPAIR $ BRICK REPAIR $ TOTAL $

Pricing

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STRUCTURAL DEFECTS IN ROOF DECK:

FLAT ROOFING SYSTEM AT COMMON ENTRY BALCONIES: Common second story entries consist of a lightweight concrete surface, which is supported by joists spaced at various centers. The wood joists typically span from the exterior walls of the apartment buildings to a header beam. The entries are sheltered by an extension of the flat roofing system which is supported in part by columns. Framing of the flat roof extension has failed at numerous locations. World Builders proposes to remove the failed framing during the roofing process. New framing, roof decking, soffit and trim will be installed at these areas. In addition the columns will be adjusted to follow the improved roof line.

BACKGROUND: PLEASE NOTE THE SAG IN ROOF FRAMING. THIS IS EVIDENT IN MANY LOCATIONS AT [PROPERTY NAME]. FRAMING SHOULD BE REPAIRED PRIOR TO ROOFING.

Roof Fram

ing

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FOREGROUND: PLEASE NOTE THE UNEVEN COLORING OF THE FLAT ROOF. INITIAL APPLICATION OF ASPHALTIC FLOOD COAT WAS UNEVEN. THE HEAVY AND LIGHT AREAS OF APPLICATION ARE EVIDENT HERE. THE LIGHT AREAS ARE EXPOSED FIBERGLASS MATT. [PROPERTY NAME]: THE FOLLOWING IS A LIST OF AREAS WHERE THE ROOF EXTENSION OVER COMMON ENTRIES HAS FAILED. TO REPAIR THESE AREAS THE WALKWAY SOFFIT WILL BE REMOVED AND DAMAGED FRAMING MEMBERS IDENTIFIED. FAILED ROOF DECKING OVER THESE AREAS WILL BE REPLACED. FINALLY ALL FASCIA AND TRIM COMPONENTS WILL BE REPLACED AS REQUIRED. ROOF DECKING AND FRAMING REPAIRS AT [PROPERTY NAME] ROOFING AT BUILDING ___ NORTH ELEVATION ROOF FRAMING AT COURTYARD PERIMETER ENTRY COURTYARD NORTH PERIMITER – NO WORK EAST PERIMETER – ROOF FRAME 16 LF SOUTH PERIMETER – ROOF FRAME 21 LF WEST PERIMETER – ROOF FRAME 48 LF CENTRAL COURTYARD NORTH PERIMETER – ROOF FRAME 80 LF EAST PERIMETER – NO WORK SOUTH PERIMETER – FASCIA 80 LF WEST PERIMETER – NO WORK EXIT COURTYARD NORTH PERIMETER – FASCIA 60 LF EAST PERIMETER – NO WORK SOUTH PERIMETER – FASCIA 80 LF WEST PERIMETER – NO WORK ROOFING AT BUILDING ___ NORTH ELEVATION ENTRY COURTYARD FASCIA 90 LF GUTTER FASCIA 90 LF EAST ELEVATION COLUMN FASCIA 48 LF GUTTER FASCIA 48 LF SOUTH ELEVATION FRAMING 32 LF COLUMN FASCIA 90 LF GUTTER FASCIA 80 LF

Roof Fram

ing

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WEST ELEVATION FASCIA PANEL 176 SQ FT COLUMN FASCIA 48 LF CENTRAL COURTYARD NORTH PERIMETER – COLUMN FASCIA 60 LF EAST PERIMETER – NO WORK SOUTH PERIMETER – ROOF FRAME 90 LF GUTTER FASCIA 90 LF COLUMN FASCIA 70 LF WALKWAY SOFFITS 64 SQ FT WEST PERIMETER – NO WORK EXIT COURTYARD – NO WORK ROOFING AT BUILDING ___ ENTRY COURTYARD NORTH PERIMETER – NO WORK EAST PERIMETER – NO WORK SOUTH PERIMETER – NO WORK WEST PERIMETER – ROOF FRAME 24 LF CENTRAL COURTYARD NORTH PERIMETER – NO WORK EAST PERIMETER – NO WORK SOUTH PERIMETER – COLUMN FASCIA 36 LF WEST PERIMETER – NO WORK REAR COURTYARD – NO WORK ROOFING AT BUILDING ___ ENTRY COURTYARD NORTH PERIMETER – NO WORK EAST PERIMETER – NO WORK SOUTH PERIMETER – NO WORK WEST PERIMETER – ROOF FRAME 24 LF CENTRAL COURTYARD NORTH PERIMETER – NO WORK EAST PERIMETER – NO WORK SOUTH PERIMETER – COLUMN FASCIA 36 LF WEST PERIMETER – NO WORK EXIT COURTYARD NORTH PERIMETER – GUTTER FASCIA 70 LF EAST PERIMETER – NO WORK SOUTH PERIMETER – GUTTER FASCIA 70 LF COLUMN FASCIA 60 LF WEST PERIMETER – NO WORK ROOFING AT BUILDING ___ ENTRY COURTYARD NORTH PERIMETER – GUTTER FASCIA 90 LF EAST PERIMETER – COLUMN FASCIA 48 LF

Roof Fram

ing

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GUTTER FASCIA 48 LF SOUTH PERIMETER – COLUMN FASCIA 24 LF WEST PERIMETER – ROOF FRAME 48 LF CENTRAL COURTYARD NORTH PERIMETER – ROOF FRAME 30 LF ROOF FRAME 30 LF EAST PERIMETER – NO WORK SOUTH PERIMETER – GUTTER FASCIA 45 LF WEST PERIMETER – NO WORK EXIT COURTYARD NORTH PERIMETER – COLUMN FASCIA 50 LF EAST PERIMETER – NO WORK SOUTH PERIMETER – ROOF FRAME 24 LF WEST PERIMETER – NO WORK ROOFING AT BUILDING ___ ENTRY COURTYARD NORTH PERIMETER – GUTTER FASCIA 90 LF EAST PERIMETER – COLUMN TRIM 12 LF SOUTH PERIMETER – ROOF FRAME 42 LF ROOF FRAME 30 LF WEST PERIMETER – PANEL FASCIA 176 SQ FT COLUMN FASCIA 90 LF CENTRAL COURTYARD NORTH PERIMETER – ROOF FRAME 30 LF EAST PERIMETER – NO WORK SOUTH PERIMETER – COLUMN FASCIA 36 LF WEST PERIMETER – NO WORK EXIT COURTYARD NORTH PERIMETER – NO WORK EAST PERIMETER – NO WORK SOUTH PERIMETER – GUTTER FASCIA 70 LF ROOF FRAME 10 LF COLUMN FASCIA 50 LF WEST PERIMETER – NO WORK

Roof Fram

ing

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EXISTING ROOFING SYSTEM SBS HEAT WELD FLAT ROOFING-TORCH DOWN PROCEDURES

1. REMOVE EXISTING FLAT ROOFING MATERIAL. 2. REMOVE EXISTING FLASHINGS. 3. REMOVE ABANDONED EQUIPMENT. 4. REMOVE CONDUIT SUPPORTS AND FAILED A/C SUPPORTS. 5. IDENTIFY WET AND DAMAGED WOOD DECKING AND ADVISE OWNERS

AGENT FOR APPROVAL TO REPLACE. 6. REPLACE THE WOOD DECKING AS APPROVED. 7. REMOVE ALL PROJECTIONS, LOOSE NAILS AND SCREWS FROM THE

WOOD DECK. SWEEP SMOOTH. 8. INSTALL ½ WIDTH OF BASE SHEET AT ROOF PERIMETERS AS A

STARTER STRIP USING MECHANICAL FASTENERS. 9. USING MECHAICAL FASTENERS CONTINUE TO COVER ROOF WITH FULL

WIDTH SHEETS BASE SHEET OVERLAPPED AT SIDES AND STAGGERED AT ENDS.

10. INSTALL NEW EDGE FLASHING OVER BASE SHEET AT ALL PERIMETERS.

11. REMOVE AND REPLACE OR ELEVATE COMPRESSORS AS NEEDED. 12. APPLY PRIMER TO ALL NEW EDGE FLASHING. 13. INSTALL GRANULATED CAP SHEET OVER BASE SHEET. CAP SHEET TO

BE LAPPED ON SIDES AND STAGGERED AT ENDS MAKING SURE TO AVOID JOINTS OF BASE SHEET.

14. VENT JACKS TO BE INSPECTED AND REPLACED AS NEEDED. 15. SET COMPRESSORS ON PADS AND ELEVATE CONDUIT ON BLOCKS.

WOOD BLOCKS WILL BE SET ON AN ADDITIONAL PIECE OF CAP SHEET WARRANTY INFORMATION: SBS ROOFING MATERIAL: 10 YEAR MANUFACTURERS WARRANTY WARRANTY ON WORKMANSHIP FOR ROOF INSTALLATION IS 3 YEARS

Roofing

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MATERIALS NEEDED FOR [PROPERTY NAME] ROOF BUILDING ___ 313 SQ BUILDING ___ 448 SQ BUILDING ___ 454 SQ BUILDING ___ 454 SQ BUILDING ___ 448 SQ TOTAL 2117 SQ

Improper overlap of shingles and flat roofing systems. At [Property Name], four shingles should be removed and flat roofing material laid beneath then new shingles installed. This area is along the north elevation.

Roofing

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The red trim atop the columns was likely installed or adjusted to hide the gap between old fascia line and new. Compare this image to that above and you will see that at [Property Name] the fascia rests on the lower crown trim.

Drip edge has rusted and will not bond to roofing materials. All drip edge will be changed at [Property Name].

Roofing

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Many repairs show non-bonded edges.

Roofing

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ESTIMATED PLYWOOD DECKING REPLACEMENT AT ROOF: 1) NORTH OF BUILDING IS ON HWY 225 SIDE OF BUILDING. 2) CENTER OF BUILDING COMPRISED OF ROOFS ON EAST AND WEST OF LANDSCAPED COURTYARDS. 3) SOUTH SIDE OF BUILDING FURTHEST FROM HWY 225. ESTIMATED DECKING REPLACEMENT NEEDS FOR [PROPERTY NAME] (QUANTITIES SUBJECT TO CHANGE) BUILDING NUMBER

AREA ITEM QUANTITY

___ NORTH DECKING 34 EA CENTER DECKING 26 EA SOUTH DECKING 31 EA ___ NORTH DECKING 42 EA CENTER DECKING 21 EA SOUTH DECKING 31 EA ___ NORTH DECKING 26 EA CENTER DECKING 33 EA SOUTH DECKING 24 EA ___ NORTH DECKING 47 EA CENTER DECKING 17 EA SOUTH DECKING 27 EA ___ NORTH DECKING 31 EA CENTER DECKING 33 EA SOUTH DECKING 24 EA TOTAL DECKING 447 EA AS EXISTING ROOFING IS REMOVED DETERIORATED DECKING WILL BECOME EVIDENT. UPON OWNERS APPROVAL WORLD BUILDERS, INC. WILL REPLACE THE DETERIORATED SHEETS OF DECKING. THE ABOVE TABLE IS OUR ESTIMATE OF SHEETS REQUIRED FOR EACH BUILDING. THIS IS SUBJECT TO CHANGE UPON REMOVAL OF FAILED ROOFING MATERIALS.

Roofing

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WINDOW INSTALLATION:

1. REMOVE THE OLD WINDOW AND PREPARE THE OPENING AS NEEDED SO THE NEW WINDOW FITS INTO THE OPENING PLUMB, LEVEL AND SQUARE.

2. TILT THE WINDOW UP INTO THE OPENING WITH THE SASH CLOSED AND LOCKED.

3. TIGHTEN THE JAMB ADJUSTERS AND SHIM THE WINDOW AT ALL ANCHOR POINTS AND WHERE REQUIRED TO HOLD THE UNIT SECURE. CHECK FOR PLUMB, LEVEL AND SQUARE.

4. CHECK TO SEE THAT WEATHERSTRIPPING IS SEALING PROPERLY IN ALL AREAS. CHECK FOR AN EVEN REVEAL BETWEEN SASH AND FRAME.

5. ONCE WINDOW IS PLUMB, LEVEL AND SQUARE, SET INSTALLATION SCREWS.

6. AS NEEDED INSTALL INSULATION IN GAPS. 7. CAULK PERIMETER AS NEEDED.

WINDOWS TO BE REPLACED AT [PROPERTY NAME] APARTMENTS BUILDING NUMBER

6X3 SLIDER

3’6’’X 6’ SH

3’X6’ SH

2’X2’ BATH

2’X3’ BATH

TWIN SH

___ 0 12 0 0 0 0 ___ 0 12 0 0 0 0 ___ 0 12 0 0 0 0 ___ 0 12 0 0 0 0 ___ 0 12 0 0 0 0 TOTALS 0 60 0 0 0 0 60 WARRANTY INFORMATION: FAILURE OF INSULATED GLASS IN 1ST 60 MONTHS NO CHARGE TO REPLACE FAILURE OF INSULATED GLASS IN 2ND 60 MONTHS 25% CHARGE TO REPLACE FAILURE OF INSULATED GLASS IN 3RD 60 MONTHS 50% CHARGE TO REPLACE

Window

s

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GUTTERS AND DOWNSPOUTS:

1. Furnish and install new 5” gutters as listed below for [Property Name] and Columns Apartments.

2. Furnish and install downspouts properly supported to structure as listed below.

3. Furnish and install splash blocks at each downspout. 4. Gutters and downspouts to be painted to match color chosen.

5. Failed and damaged sections will be removed from the property..

GUTTERS AND DOWNSPOUTS TO BE REPAIRED AT [PROPERTY NAME] APARTMENTS GUTTERS AT BUILDING ___ NORTH ELEVATION DOWNSPOUTS WITH ELBOWS 9 EA ENTRY COURTYARD DOWNSPOUTS WITH ELBOWS 7 EA EAST PERIMETER – GUTTER 16 LF SOUTH PERIMETER – GUTTER 21 LF WEST PERIMETER – GUTTER 48 LF CENTRAL COURTYARD NORTH PERIMETER – GUTTER 80 LF DOWNSPOUTS WITH ELBOWS 6 EA EXIT COURTYARD SOUTH PERIMETER – GUTTER 80 LF DOWNSPOUTS WITH ELBOWS 7 EA EAST ELEVATION DOWNSPOUTS WITH ELBOWS 5 EA SOUTH ELEVATION DOWNSPOUTS WITH ELBOWS 2 EA GUTTERS AT BUILDING ___ NORTH ELEVATION DOWNSPOUTS WITH ELBOWS 0 EA EAST ELEVATION DOWNSPOUTS WITH ELBOWS 2 EA SOUTH ELEVATION DOWNSPOUTS WITH ELBOWS 4 EA ENTRY COURTYARD DOWNSPOUTS WITH ELBOWS 8 EA GUTTER 90 LF EAST ELEVATION

Gutters

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GUTTER 48 LF SOUTH ELEVATION GUTTER 80 LF CENTRAL COURTYARD DOWNSPOUTS WITH ELBOWS 6 EA SOUTH PERIMETER – GUTTER 90 LF GUTTER 90 LF EXIT COURTYARD – NO WORK DOWNSPOUTS WITH ELBOWS 5 EA GUTTERS AT BUILDING ___ NORTH ELEVATION DOWNSPOUTS WITH ELBOWS 1 EA EAST ELEVATION DOWNSPOUTS WITH ELBOWS 2 EA SOUTH ELEVATION DOWNSPOUTS WITH ELBOWS 3 EA ENTRY COURTYARD DOWNSPOUTS WITH ELBOWS 5 EA WEST PERIMETER – GUTTER 24 LF CENTRAL COURTYARD DOWNSPOUTS WITH ELBOWS 6 EA REAR COURTYARD – NO WORK DOWNSPOUTS WITH ELBOWS GUTTERS AT BUILDING ___ NORTH ELEVATION DOWNSPOUTS WITH ELBOWS 3 EA EAST ELEVATION DOWNSPOUTS WITH ELBOWS 6 EA SOUTH ELEVATION DOWNSPOUTS WITH ELBOWS 2 EA ENTRY COURTYARD DOWNSPOUTS WITH ELBOWS 6 EA WEST PERIMETER – GUTTER 24 LF CENTRAL COURTYARD DOWNSPOUTS WITH ELBOWS 6 EA EXIT COURTYARD NORTH PERIMETER – GUTTER 70 LF DOWNSPOUTS WITH ELBOWS 6 EA SOUTH PERIMETER – GUTTER 70 LF GUTTERS AT BUILDING ___ NORTH ELEVATION ENTRY COURTYARD NORTH PERIMETER – GUTTER 90 LF GUTTER 48 LF

Gutters

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WEST PERIMETER – GUTTER 48 LF CENTRAL COURTYARD NORTH PERIMETER – GUTTER 30 LF GUTTER 30 LF EAST PERIMETER – NO WORK SOUTH PERIMETER – GUTTER 45 LF WEST PERIMETER – NO WORK EXIT COURTYARD EAST PERIMETER – NO WORK SOUTH PERIMETER – GUTTER 24 LF WEST PERIMETER – NO WORK GUTTERS AT BUILDING ___ NORTH ELEVATION DOWNSPOUTS WITH ELBOWS 1 EA EAST ELEVATION DOWNSPOUTS WITH ELBOWS 3 EA SOUTH ELEVATION DOWNSPOUTS WITH ELBOWS 2 EA ENTRY COURTYARD NORTH PERIMETER – GUTTER 90 LF SOUTH PERIMETER – GUTTER 42 LF GUTTER 30 LF DOWNSPOUTS WITH ELBOWS 6 EA CENTRAL COURTYARD NORTH PERIMETER – GUTTER 30 LF DOWNSPOUTS WITH ELBOWS 6 EA EXIT COURTYARD SOUTH PERIMETER – GUTTER 70 LF GUTTER 10 LF DOWNSPOUTS WITH ELBOWS 4 EA

Gutters

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EXTERIOR PAINT FOR THE [PROPERTY NAME] APARTMENTS: NUMBER OF BUILDINGS: 5 NUMBER OF UNITS: 468 PRICING SUMMARY FOR EXTERIOR PAINT AT THE [PROPERTY NAME] APARTMENTS BUILDING PRICE LAUNDRY AND BOILER FACILITIES 6 @ $425 EACH $ BUILDING ___ -- 80 UNITS $ BUILDING ___ -- 80 UNITS $ BUILDING ___ -- 92 UNITS $ BUILDING ___ -- 108 UNITS $ BUILDING ___ -- 108 UNITS $ TOTAL $ ADDITIONAL OPTIONAL ITEMS QUANTITY ITEM PER

BLDG PRICE

TOTAL PRICE

PER BUILDING

IRON RAILING (ALL FLOORS) $ $

PER BUILDING

PAINT ON STAIRS $ $

PER BUILDING

SIDING AT NORTH, EAST AND SOUTH ELEVATIONS

$ $

ALL CAR ENTRY GATE SYSTEM $ $ ALL PERIMETER FENCING $ $ ALL PEDESTRIAN GATE (5 GATES) $ $ TOTAL $ WORK IS TO INCLUDE, BUT IS NOT LIMITED TO PAINTING ALL OF THE FOLLOWING:

1) WOOD WALLS 2) SOFFITS 3) LIDS 4) COLUMNS 5) TRIM 6) FASCIA 7) EXTERIOR FRONT DOORS 8) SHUTTERS 9) GUTTERS AND DOWNSPOUTS 10) VENT COVERS 11) BRICK

ALL WORK IS TO BE PER THE MANUFACTURER’S SPECIFICATIONS.

Painting

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ALL WORK IS TO BE COMPLETED WITH RESIDENTS AT THE PROPERTY. ALL WORK IS TO BE CLEANED UP ON A DAILY BASIS. CAUTION/SAFETY TAPE IS TO BE SECURED AROUND AREAS OF WORK. ALL CARS ARE TO BE COVERED OR REMOVED TO PREVENT POSSIBLE DAMAGE FROM FLYING PAINT. ALL RESIDENT PERSONAL PROPERTY IS TO BE COVERED OR REMOVED PRIOR TO PAINT APPLICATION. WE WILL WORK WITH PROPERTY MANAGEMENT TO ENSURE RESIDENTS ARE NOTIFIED BEFORE WORK IS TO COMMENCE. PAINTING ITEMS INCLUDED IN PRICING QUANTITY ITEM DESCRIPTION ___ RESIDENTIAL

BUILDINGS EXTERIOR OF BUILDINGS WILL BE PAINTED WITH A MINIMUM OF 3 COLORS. UNIT FRONT DOORS AND INTERIOR FIRST FLOOR COURT YARD ARE INCLUDED

ALL LAUNDRY/ BOILER FACILITIES

EXTERIOR ONLY

ALL COLUMNS COLUMNS WILL BE PAINTED UPON COMPLETION OF THE NOTED REPAIRS LISTED IN THE COLUMNS SECTION OF THE BID DOCUMENT.

ITEMS EXCLUDED FROM PRICING QUANTITY ITEM DESCRIPTION IRON FENCING PAINT FOR IRON FENCING AND GATES CAN

BE ADDED PER THE ADD-ON ITEMS PRICING TABLE

PROCEDURE FOR PAINT APPLICATION:

1) WE WILL POWER WASH, SCALE AND SAND ALL BUILDINGS AFTER WOOD REPAIRS AND ROOFING ARE COMPLETE.

2) WE WILL PRIME NEW WOOD BEFORE PAINT. 3) WE WILL CAULK ALL WATER PENETRATIONS. 4) WE WILL REMOVE AND REINSTALL EXTERIOR LIGHTS OR COVER WITH

PLASTIC. 5) WE WILL REMOVE AND REINSTALL UNIT NUMBERS OR COVER WITH PLASTIC. 6) WE WILL PAINT ALL SHUTTERS WHITE. 7) WE WILL PAINT ALL EXISTING PAINTED WOOD WITH SAME COLOR BASE

COLOR PAINT. 8) ALL TRIM AROUND WINDOWS AND DOORS WILL BE PAINTED WHITE.

Painting

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9) PARKING AREAS BEHIND BUILDINGS WILL NOT BE PAINTED. THIS AREA MAY NEED TOUCH UP AS REQUIRED.

10) WE WILL COVER ALL EXISTING AWNINGS OR REMOVE AND REINSTALL THEM PRIOR TO PAINTING.

11) ALL GUTTERS AND DOWNSPOUTS WILL BE PAINTED. 12) WE WILL PAINT ANY ADDITIONAL BUILDING EXTERIORS THAT PERTAIN TO

RESIDENTIAL BUILDINGS. 13) THE INTERIOR OF THE EXISTING LAUNDRY BUILDING IS NOT INCLUDED IN THIS

SCOPE OF WORK. 14) WE WILL PAINT ALL EXISTING PAINTED TELCO OR SIMILAR BOXES.

WARRANTY ON WORKMANSHIP FOR EXTERIOR PAINTING AS FOLLOWS: 1 YEAR FOR IRON RAILS, FENCE AND EXTERIOR DOORS 5 YEARS FOR PAINT ON SOUND CARPENTRY MATERIALS NO WARRANTY EXTENDED FOR PAINT ON COLUMNS IN COURTYARDS AND AT STREET ENTRIES MANUFACTURERS WARRANTY FOR MATERIALS WILL BE EXTENDED TO THE PROPERTY

Painting

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WELDING: 1. REMOVE ITEMS AS LISTED 2. REMOVE PAINT TO RAW METAL ON SURROUNDING AREAS 3. PLACE NEW PIECE BY WELDING IN PLACE. WELDING REPAIRS TO BE MADE AT [PROPERTY NAME] APARTMENTS WELDING AT BUILDING ___ ENTRY COURTYARD NORTH ELEVATION REPAIR CORNER POST AT STAIRS 1 EA EAST ELEVATION NO WORK SOUTH ELEVATION NO WORK WEST ELEVATION BOTTOM RAIL REPAIR 1 LF BOTTOM RAIL REPAIR 6 INCHES NORTH BREEZEWAY CHANNER LEPAIR @STAIR 1 LF CHANNEL REPAIR @ STAIR 1 LF SOUTH BREEZEWAY CHANNEL REPAIR @ STAIR 1 LF CHANNEL REPAIR @ STAIR 1 LF 1” STAIR PICKET 2 EA CENTRAL COURTYARD NORTH ELEVATION – NO WORK SOUTH ELEVATION – NO WORK NORTH BREEZEWAY CHANNEL REPAIR @ STAIR 1 LF CHANNEL REPAIR @ STAIR 1 LF SOUTH BREEZEWAY CHANNEL REPAIR@STAIR 1 LF CHANNEL REPAIR @ STAIR 1 LF EXIT COURTYARD NORTH ELEVATION – NO WORK SOUTH ELEVATION – NO WORK NORTH BREEZEWAY BOTTOM RAIL REPAIR @ CORNER

1 LF

TOP RAIL REPAIR 1 LF SOUTH BREEZEWAY FLAG POLE FLAIL TO FASCIA 1 EA WELDING AT BUILDING ___ ENTRY COURTYARD NORTH ELEVATION NO WORK SOUTH ELEVATION NO WORK WEST ELEVATION

Welding

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RAIL SUPPORTS 2 EA NORTH BREEZEWAY – NO WORK SOUTH BREEZEWAY – CHANNEL REPAIR 1 LF CENTRAL COURTYARD NORTH ELEVATION NO WORK SOUTH ELEVATION NO WORK NORTH BREEZEWAY CHANNEL REPAIR 1 LF SOUTH BREEZEWAY CHANNEL REPAIR 1 LF EXIT COURTYARD NORTH ELEVATION BOTTOM RAIL REPAIR 1 LF SOUTH ELEVATION FLAG POLE 2 EA NORTH BREEZEWAY FLAG POLE 1 EA SOUTH BREEZEWAY -- NO WORK WELDING AT BUILDING ___ ENTRY COURTYARD NORTH ELEVATION NO WORK SOUTH ELEVATION REPAIR LEG ON RAILING 1 EA INSTALL BACKER FOR RAILING 1 EA WEST ELEVATION BOTTOM RAIL SUPPORT 2 EA JOIN TOP RAIL @ UNIT 6 1 LF NORTH BREEZEWAY CHANNEL REPAIR 1 LF SOUTH BREEZEWAY MEND PICKET @ STAIR 1 EA CENTRAL COURTYARD NORTH ELEVATION – NO WORK SOUTH ELEVATION – NO WORK NORTH BREEZEWAY CHANNEL REPAIR 1 LF SOUTH BREEZEWAY PICKETS @ STAIR 1 EA EXIT COURTYARD – NO WORK WELDING AT BUILDING ___ ENTRY COURTYARD NORTH ELEVATION RAG BOLT 1 EA RAG BOLT 1 EA SOUTH ELEVATION NO WORK WEST ELEVATION ½” PICKET 1 EA NORTH BREEZEWAY CHANNEL REPAIR 1 EA

Welding

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SOUTH BREEZEWAY – NO WORK 1 EA CENTRAL COURTYARD NORTH ELEVATION NO WORK SOUTH ELEAVATION NO WORK NORTH BREEZEWAY CHANNEL REPAIR 1 LF SOUTH BREEZEWAY CHANNEL REPAIR 1 LF EXIT COURTYARD NORTH ELEVATION NO WORK SOUTH ELEVATION NO WORK NORTH BREEZEWAY STAIR PICEKT 1 EA CHANNEL REPAIR 1 LF SOUTH BREEZEWAY CHANNEL REPAIR 1 LF WELDING AT BUILDING ___ ENTRY COURTYARD NORTH ELEVATION NO WORK SOUTH ELEVATION NO WORK WEST ELEVATION BOTTOM RAIL SUPPORTS 2 EA ½” PICKET 1 EA SECURE RAIL 20 LF NORTH BREEZEWAY CHANNEL REPAIR 2 LF SOUTH BREEZEWAY CHANNEL REPAIR 1 LF CHANNEL REPAIR 1 LF STAIR PICKET 1 EA CENTRAL COURTYARD NORTH ELEVATION NO WORK SOUTH ELEVATION NO WORK NORTH BREEZEWAY CHANNEL REPAIR 1 LF SOUTH BREEWAY – NO WORK EXIT COURTYARD NORTH ELEVATION NO WORK SOUTH ELEVATION NO WORK NORTH BREEZEWAY STAIR PICKET 2 EA SOUTH BREEZEWAY CHANNEL REPAIR 1 LF

Welding

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REMOVE AND REPLACE DAMAGED MATERIALS FROM COLUMNS: NUMBER OF COLUMNS PER BUILDING AT [PROPERTY NAME] BUILDING NUMBER

FRONT ENTRY

ENTRY COURTYARD

CENTRAL COURTYARD

EXIT COURTYARD

___ 4 16 8 6 ___ 4 16 8 6 ___ 4 16 8 6 ___ 4 16 8 6 ___ 4 16 8 6 TOTALS 20 80 40 30 SCOPE: PER THE FOLLOWING TABLE REMOVE AND REPLACE THE LISTED COMPONENTS:

1. REMOVE FAILED TRIMS FROM COLUMN INCLUDING CORNER, BASE AND CROWN TRIM. 2. REMOVE AND REPLACE FAILED PLYWOOD SIDING. 3. INSTALL 2 VENTS PER COLUMN. VENTS TO BE INSTALLED AT TOP AND BOTTOM OF COLUMN. VENTS WILL FACILITATE REMOVAL OF WATER VAPOR FROM COLUMN INTERIORS. 4. PRIME NEW MATERIALS.

Colum

n Repair

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Joints in some panels and trim which cannot be closed will be caulked prior to paint application.

Water is able to pass through column base of existing columns.

We have identified rotten 1x6 column trim in multiple locations that need to be replaced.

Colum

n Repair

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Typical paint and texture has failed at existing column trim.

This picture shows damage to typical column base trim.

Colum

n Repair

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Colum

n Repair

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THIS DIAGRAM ILLUSTRATES THE LOCATIONS OF SPECIFIC COLUMNS REFERENCED IN THE TABLES ON SUBSEQUENT PAGES, WHICH SHOW A DETAILED BREAK DOWN OF MATERIALS TO BE USED PER INDIVIDUAL COLUMN IN EACH BUILDING.

Colum

n Repair

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MATERIALS NEEDED FOR COLUMN REPAIR AT [PROPERTY NAME] BUILDING ___

1X6 CORNER

4X4 BASE

4X4 CROWN

PLYWOOD SIDING

1X2 TRIM

1X4 TRIM

STREET ENTRY COLUMN 1 32 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 2 64 LF 12 LF 64 SQ FT 8 LF 8 LF COLUMN 3 4 LF COLUMN 4 72 LF 12 LF 32 SQ FT 8 LF 8 LF

ENTRY COURTYARD COLUMN 1 10 LF COLUMN 2 48 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 3 64 LF 12 LF 12 LF 64 SQ FT 8 LF 8 LF COLUMN 4 64 LF 12 LF 12 LF 8 LF 8 LF COLUMN 5 COLUMN 6 COLUMN 7 COLUMN 8 16 LF COLUMN 9 64 LF 12 LF

COLUMN 10 64 LF 12 LF COLUMN 11 COLUMN 12 16 LF COLUMN 13 96 LF COLUMN 14 16 LF COLUMN 15 COLUMN 16 32 12 LF 32 SQ FT

CENTRAL COURTYARD COLUMN 1 COLUMN 2 COLUMN 3 COLUMN 4 COLUMN 5 COLUMN 6 COLUMN 7 COLUMN 8

REAR COURTYARD COLUMN 1 COLUMN 2 COLUMN 3 COLUMN 4 COLUMN 5 48 LF COLUMN 6 32 LF

BLDG TOTAL 742 LF 72 LF 72 LF 256 SQ FT 48 LF 48 LF

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1X6 CORNER

4X4 BASE

4X4 CROWN

PLYWOOD SIDING

1X2 TRIM

1X4 TRIM

STREET ENTRY COLUMN 1 32 LF 32 SQ FT 8 LF 8 LF COLUMN 2 16 LF 8 LF 8 LF COLUMN 3 64 LF 32 SQ FT 8 LF 8 LF COLUMN 4 16 LF 8 LF 8 LF

ENTRY COURTYARD COLUMN 1 COLUMN 2 32 SQ FT COLUMN 3 48 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 4 64 LF 12 LF 12 LF 8 LF 8 LF COLUMN 5 128 LF 12 LF 12 LF 8 LF 8 LF COLUMN 6 32 LF 12 LF 12 LF 8 LF 8 LF COLUMN 7 80 LF 12 LF 12 LF 8 LF 8 LF COLUMN 8 COLUMN 9 64 LF 12 LF 12 LF 8 LF 8 LF COLUMN 10 64 LF 12 LF 12 LF 8 LF 8 LF COLUMN 11 64 LF 12 LF 12 LF 8 LF 8 LF COLUMN 12 32 LF COLUMN 13 16 LF COLUMN 14 48 LF COLUMN 15 64 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 16

CENTRAL COURTYARD COLUMN 1 80 LF 12 LF 12 LF 96 SQ FT 8 LF 8 LF COLUMN 2 48 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 3 96 LF 12 LF 12 LF 128 SQ FT 8 LF 8 LF COLUMN 4 80 LF 12 LF 12 LF 64 SQ FT 8 LF 8 LF COLUMN 5 48 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 6 64 LF 12 LF 12 LF 64 SQ FT 8 LF 8 LF COLUMN 7 48 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 8 32 LF 12 LF 12 LF 64 SQ FT 8 LF 8 LF

REAR COURTYARD COLUMN 1 36 LF COLUMN 2 32 LF COLUMN 3 64 LF 64 SQ FT COLUMN 4 COLUMN 5 COLUMN 6 32 SQ FT BLDG TOTAL 1460 LF 204 LF 204 LF 768 SQ FT 168 LF 168 LF

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1X6 CORNER

4X4 BASE

4X4 CROWN

PLYWOOD SIDING

1X2 TRIM

1X4 TRIM

STREET ENTRY COLUMN 1 64 LF 12 LF 64 SQ FT 8 LF 8 LF COLUMN 2 64 LF 12 LF 8 LF 8 LF COLUMN 3 48 LF 12 LF 8 LF 8 LF COLUMN 4 128 LF 12 LF 128 SQ FT 8 LF 8 LF

ENTRY COURTYARD COLUMN 1 COLUMN 2 16 LF COLUMN 3 32 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 4 3 LF 12 LF 8 LF 8 LF COLUMN 5 128 LF 12 LF 12 LF 128 SQ FT 8 LF 8 LF COLUMN 6 COLUMN 7 3 LF 32 SQ FT COLUMN 8 COLUMN 9 32 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 10 64 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 11 64 LF 12 LF 12 LF 64 SQ FT 8 LF 8 LF COLUMN 12 32 LF 32 SQ FT 8 LF 8 LF COLUMN 13 48 LF 32 SQ FT 8 LF 8 LF COLUMN 14 52 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 15 64 LF 12 LF 12 LF 64 SQ FT 8 LF 8 LF COLUMN 16 32 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF

CENTRAL COURTYARD COLUMN 1 COLUMN 2 12 LF COLUMN 3 COLUMN 4 COLUMN 5 16 LF COLUMN 6 32 LF COLUMN 7 64 LF COLUMN 8 96 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF

REAR COURTYARD COLUMN 1 40 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 2 COLUMN 3 64 LF 12 LF 12 LF 64 SQ FT 8 LF 8 LF COLUMN 4 COLUMN 5 32 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 6 42 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF BLDG TOTAL 1260 LF 180 LF 204 LF 896 SQ FT 160 LF 160 LF

Colum

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1X6 CORNER

4X4 BASE

4X4 CROWN

PLYWOOD SIDING

1X2 TRIM 1X4 TRIM

STREET ENTRY COLUMN 1 32 LF COLUMN 2 48 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 3 COLUMN 4

ENTRY COURTYARD COLUMN 1 COLUMN 2 48 LF 12 LF 12 LF 8 LF 8 LF COLUMN 3 48 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 4 64 LF 12 LF 12 LF 64 SQ FT 8 LF 8 LF COLUMN 5 48 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 6 32 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 7 64 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 8 32 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 9 12 LF 12 LF 8 LF 8 LF COLUMN 10 32 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 11 COLUMN 12 16 LF COLUMN 13 COLUMN 14 32 LF 12 LF 8 LF 8 LF COLUMN 15 COLUMN 16 32 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF

CENTRAL COURTYARD COLUMN 1 64 LF 12 LF 12 LF 64 SQ FT 8 LF 8 LF COLUMN 2 32 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 3 32 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 4 64 LF 12 LF 12 LF 64 SQ FT 8 LF 8 LF COLUMN 5 16 LF COLUMN 6 64 LF 12 LF 12 LF 64 SQ FT 8 LF 8 LF COLUMN 7 COLUMN 8 64 LF 12 LF 12 LF 64 SQ FT 8 LF 8 LF

REAR COURTYARD COLUMN 1 128 LF 12 LF 12 LF 128 SQ FT 8 LF 8 LF COLUMN 2 32 LF 12 LF 8 LF 8 LF COLUMN 3 80 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 4 COLUMN 5 32 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 6 80 LF 12 LF 12 LF 64 SQ FT 8 LF 8 LF BLDG TOTAL 1216 LF 276 LF 264 LF 896 SQ FT 184 LF 184 LF

Colum

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1X6 CORNER

4X4 BASE

4X4 CROWN

PLYWOOD SIDING

1X2 TRIM

1X4 TRIM

STREET ENTRY COLUMN 1 COLUMN 2 COLUMN 3 COLUMN 4 64 LF 12 LF 8 LF 8 LF

ENTRY COURTYARD COLUMN 1 COLUMN 2 COLUMN 3 32 LF COLUMN 4 64 LF 12 LF 12 LF 64 SQ FT 8 LF 8 LF COLUMN 5 COLUMN 6 48 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 7 COLUMN 8 COLUMN 9 64 LF 12 LF 12 LF 32 SQ FT 8 LF 8 LF COLUMN 10 32 LF 12 LF 12 LF 8 LF 8 LF COLUMN 11 COLUMN 12 COLUMN 13 32 LF 12 LF 12 LF 8 LF 8 LF COLUMN 14 COLUMN 15 COLUMN 16

CENTRAL COURTYARD COLUMN 1 16 LF COLUMN 2 COLUMN 3 COLUMN 4 COLUMN 5 COLUMN 6 COLUMN 7 COLUMN 8 16 LF

REAR COURTYARD COLUMN 1 COLUMN 2 COLUMN 3 COLUMN 4 64 LF 12 12 LF 8 LF 8 LF COLUMN 5 32 LF COLUMN 6 BLDG TOTAL 464 LF 72 LF 84 LF 128 SQ FT 56 LF 56 LF

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BRICK REPAIR: AT NUMEROUS LOCATIONS MISSING BRICK, DAMAGED BRICK AT ENTRIES AND MISSING MORTAR WILL BE REPAIRED. 1) MISSING BRICK LIMITED TO COLUMN BASES WILL BE REPLACED. 2) DAMAGED BRICK AT ENTRIED TYPICALLY HAS BROKEN CORNERS AT

ENTRY BREEZEWAY. 3) MISSING MORTAR OR DAMAGED MORTAR IS TYPICALLY LOCATED AT

STREET ENTRY FAÇADE. THIS DAMAGE IS THE RESULT OF FOUNDATION WORK.

Brick W

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GENERAL WARRANTY SUMMARY WARRANTY INFORMATION: SBS ROOFING MATERIAL:

• 10 YEAR MANUFACTURERS WARRANTY • WARRANTY ON WORKMANSHIP FOR ROOF INSTALLATION IS 3 YEARS

WINDOWS:

• FAILURE OF INSULATED GLASS IN 1ST 60 MONTHS NO CHARGE TO REPLACE

• FAILURE OF INSULATED GLASS IN 2ND 60 MONTHS 25% CHARGE TO REPLACE

• FAILURE OF INSULATED GLASS IN 3RD 60 MONTHS 50% CHARGE TO REPLACE

CARPENTRY:

• WARRANTY ON WORKMANSHIP FOR CARPENTRY SCOPE 1 YEAR EXTERIOR PAINT:

• 1 YEAR FOR IRON RAILS, FENCE AND EXTERIOR DOORS • 5 YEARS FOR PAINT ON SOUND CARPENTRY MATERIALS • NO WARRANTY EXTENDED FOR PAINT ON COLUMNS IN COURTYARDS

AND AT STREET ENTRIES • MANUFACTURERS WARRANTY FOR MATERIALS WILL BE EXTENDED TO

THE PROPERTY

Warranty

World builders sample bid

Business

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