36C25818Q9806-001.pdf

Southern Arizona VA Healthcare System 3601 South 6th Ave. Tucson AZ 85723

PERFORMANCE WORK STATEMENT

COMMERCIAL ARCHITECTURAL SHADE FABRIC

FOR SOUTHERN ARIZONA VA HEALTHCARE SYSTEM

GENERAL

1.1 PERFORMANCE WORK STATEMENT OVERVIEW:

1.1.1 SCOPE: ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES

NECESSARY TO FURNISH AND INSTALL NEW AND REPLACEMENT SHADE

STRUCTURES AT MULTIPLE LOCATIONS ON THE SOUTHERN ARIZONA VA

CAMPUS.

1.1.2 BUILDING 57 ENTRANCE, BLDG 30 FITNESS AREA, “THE BAR” FITNESS

AREA, T26 AWNING, OTHER AREAS.

1.2 QUOTATION SUBMISSION DOCUMENTS

1.2.1 SPECIFICATIONS

1.2.2 DRAWINGS

1.2.3 LETTER FROM MANUFACTURER VERIFYING APPROVED DISTRIBUTOR/,

SELLER/INSTALLER OR EQUAL.

1.3 PERFORMANCE REQUIREMENTS

1.3.1 THE SPECIFICATION COVERS THE REQUIREMENT FOR SHADE

STRUCTURES AROUND THE SAVAHCS CAMPUS. THE MINIMUM

ACCEPTABLE REQUIREMENTS FOR MANUFACTURER’S EXTENT OF

PROJECT LINE, DESIGN, MATERIALS, WORKMANSHIP, PERFORMANCE,

SAFETY AND SERVICES ARE SET FORTH, HEREINAFTER.

1.3.2 ALL SHADE STRUCTURES SHALL BE OF A DESIGN, MATERIAL AND

WORKMANSHIP TO WITHSTAND HARD EXTERIOR SOUTHWEST

CONDITIONS WITH A MINIMUM OR MAINTENANCE AND REPAIR.

1.3.3 THE MANUFACTURE SHALL PROVIDE AND BE RESPONSIBLE FOR THE

TECHNICAL ASSISTANCE, DEVELOPMENT AND GENERATION FOR FINAL

SPECIFICATIONS AND ENGINEERED STAMPED DRAWINGS.

1.3.4 THE MANUFACTURER WILL PROVIDE A ONE YEAR WARRANTY FROM

RECEIPT OF ORDER AGAINST DEFECTS UNDER NORMAL HANDLING AND

COMPLIANCE WITH ALL FABRIC CARE INSTRUCTIONS.

1.3.5 VENDOR MUST HAVE LOCAL REPRESENTATION FOR THE TUCSON AREA.

1.4 TESTING REQUIREMENTS

1.4.1 ALL TESTS INDICATED HEREIN MUST BE CONDUCTED BY AN

INDEPENDENT TESTING LABORATORY. TEST RESULTS MUST NOT BE

MORE THAN TWO YEARS OLD. TEST REPORTS SHOULD INCLUDE

COMPLETE DESCRIPTIONS OF THE MATERIAL AND CONSTRUCTION,

CERTIFIED BY THE TESTING LABORATORY.

1.4.2 ANY TEST WHICH IN NOT PERFORMED OR NOT IN ACCORDANCE WITH

THE TESTING REQUIREMENTS SPECIFIED SHALL BE IDENTIFIED AS A

PROPOSED EXCEPTION.

1.4.3 STEEL SHALL COMPLY WITH ASTM-A-36 AND ASTM-A-500, ASTM-A-572

GRADE 50

1.4.4 FASTENERS SHALL COMPLY WITH ASTM-F-539 AND ALL NUTS SHALL

COMPLY ASTM F-594

1.4.5 ALL FULL PENETRATION WELDS SHALL MEET THE REQUIREMENTS OF

IBC1006

1.5 BRAND NAME OR EQUAL SUBMITTALS:

1.5.1 SUBMITTALS FOR PROPOSED ALTERNATE PRODUCTS AND

EXCEPTIONS:

1.5.1.1 SUBMIT COMPLETE LITERATURE, DATA, CUT SHEETS,

FINISHES, FOR DIRECT COMPARISON TO THE PRODUCT;

SPECIFIED FOR EACH PROPOSED ALTERNATE PRODUCT.

1.5.2.5 SUBMIT ALL WARRANTIES, INSTALLATION, AND

MAINTENANCE MANUALS

1.6 DELIVERY, STORAGE AND HANDLING OF MATERIALS

1.6.1 PRODUCT SHALL BE FACTORY PACKED WITH ADEQUATE PROTECTION

TO ALL SIDES AND CORNERS TO PREVENT TRANSIT AND HANDLING

DAMAGE.

1.6.2 DELIVER NO COMPONENTS TO PROJECT SITE UNTIL AREAS ARE READY

FOR INSTALLATION. COORDINATE WITH DELIVER AND INSTALLATION

WITH VA INTERIOR DESIGNER.

2.0 PRODUCT: SHADE SAIL STRUCTURES

2.1 GENERAL

2.1.1 ALL FINISHED SURFACES SHALL BE FREE OF SCRATCHES, MARS,

DENTS, OR BLEMISHES, AND WITHSTAND STAINING, AND EXHIBIT TO

FLAKING, CRACKING, OR LOSS OR ADHESION.

2.2 STEEL

2.2.1 ALL SHADE STRUCTURES ARE ENGINEERED AND DESIGNED TO MEET A

90-MPH WIND LOAD.

2.2.2 ALL NON-HOLLOW STRUCTURAL STEEL COMPONENTS SHALL COMPLY

WITH ASTM A-36.

2.2.3 ALL HOLLOW STRUCTURAL STEEL COMPONENTS ARE COLD FORMED,

HIGH STRENGTH STEEL AND COMPLY WITH ASTM A-500, GRADE C.

2.2.4 ALL STEEL PLATES COMPLY WITH ASTM A-572, GRADE 50. ALL

GALVANIZED STEEL TUBING ARE TRIPLE COATED FOR RUST

PROTECTION. UTILIZING AN IN-LINE ELECTRO-PLATING COAT PROCESS.

ALL GALVANIZED STEEL TUBING ARE INTERNALLY COATED WITH ZINC

AND ORGANIC COATING FOR MAXIMUM CORROSION RESISTANCE.

2.2.5 ALL STEEL COMPONENTS OF THE SHADE STRUCTURE ARE DESIGNED IN

STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE AMERICAN

INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATIONS AND THE

AMERICAN IRON AND STEEL INSTITUTE (AISC) SPECIFICATIONS FOR

COLD FORMED MEMBERS

2.3 FASTENERS

2.3.1 ALL STAINLESS STEEL BOLTS ON SHADE STRUCTURES COMPLY WITH

ASTM F-593. ALL THE BOLT FITTINGS INCLUDE SILICONE GEL FOR

WATER RIGHT SEAL AT JOINTS. ALL NUTS USED COMPLY WITH ASTM

F594

2.3.2 ALL STRUCTURAL FIELD CONNECTIONS OF THE SHADE SYSTEMS

SHALL BE MADE WITH HIGH STRENGTH BOLTED CONNECTIONS USING

ASTM A-354, GRADE B OR SAE J249 GRADE 8.

2.4. WELDING

2.4.1 ALL FULL PENETRATION WELDS OF OUR SHADE CANOPIES MEET THE

REQUIREMENTS OF IBC 1006.

2.4.2 ALL SHOP WELDED CONNECTIONS OF THE SHADE SYSTEM ARE

DESIGNED AND PERFORMED IN ACCORDANCE WITH THE

REQUIREMENTS OF THE AMERICAN WELDING SOCIETY (AWS)

SPECIFICATIONS. STRUCTURAL WELDS SHALL BE MADE IN

COMPLIANCE WITH THE REQUIREMENTS OF THE “PREQUALIFIED”

WELDED JOINTS WHERE APPLICABLE AND BY CERTIFIED WELDERS. NO

ONSITE OR FIELD WELDING SHALL BE PERMITTED.

2.5 ARCHITECTURAL SHADE FABRIC

2.5.1 SHADE FABRIC MUST BE: ARCHITECT 400

BRAND NAME OR EQUAL SUNBRELLA

PERSIAN GREEN

2.5.2 SHADE FABRIC SHALL BE 100% LEAD AND PHTHALATE FREE.

2.5.2 SHADE FABRIC SHALL HAVE A MINIMUM OF A 10-YEAR

MANUFACTURER’S WARRANTY AGAINST UV DEGRADATION, FADING,

TEARING, OR FREE FROM ROT AND FRAY.

2.5.3 SHADE FABRIC SHALL HAVE KNITTED LOCK-STITCH CONSTRUCTION.

2.5.4 SHADE FABRIC SHALL BE TAPE AND MONOFILAMENT YARD FOR UV

BLOCKING

2.5.5 SHADE FABRIC SHALL BE MADE OF STRONG HDPE.

2.6 “THE BAR” SHADE STRUCTURE (REFER TO SITE MAP FOR LOCATION)

2.6.1 THE APPROXIMATE SQUARE FOOTAGE OF SHADE NEEDED FOR THIS

AREA IS 3,000 SF., ALL DIMENSIONS ARE APPROXIMATIONS, BIDDER

MUST FIELD VERIFY ALL DIMENSIONS.

2.6.2 THERE ARE NO STRUCTURAL BUILDINGS IN THIS AREA TO ATTACH

SHADE SAILS. COLUMNS/POLES WILL BE NEEDED.

2.6.3 DESIGN OF SHADE STRUCTURE(S)

2.6.4 INSTALATION OF DESIGNED SHADE STRUCTURES

2.7 BUILDING 57 COURTYARD SHADE STRUCTURE (REFER TO SITE MAP

FOR LOCATION)

2.7.1 THE APPROXIMATE SQUARE FOOTAGE OF SHADE NEEDED FOR THIS

AREA IS 350 SF., ALL DIMENSIONS ARE APPROXIMATIONS, BIDDER MUST

FIELD VERIFY ALL DIMENSIONS.

2.7.2 DESIGN ONE SHADE SAIL STRUCTURE FOR THE MAIN PATIENT

ENTRANCE TO THIS BUILDING. SEE PLAN FOR ATTACHMENT POINTS ON

THE MAIN STRUCTURE.

2.7.3 DESIGN OF SHADE STRUCTURE(S)

2.7.4 INSTALATION OF DESIGNED SHADE STRUCTURES

2.8 BUILDING 30 OUT DOOR FITNESS SHADE STRUCTURE (REFER TO SITE

MAP FOR LOCATION)

2.8.1 THE APPROXIMATE SQUARE FOOTAGE OF SHADE NEED FOR THIS AREA

IS 1,500 SF., ALL DIMENSIONS ARE APPROXIMATIONS, BIDDER MUST

FIELD VERIFY ALL DIMENSIONS.

2.8.2 THERE ARE NO STRUCTURAL BUILDINGS IN THIS AREA TO ATTACH

SHADE SAILS. COLUMNS/POLES WILL BE NEEDED.

2.8.3 DESIGN OF SHADE STRUCTURE(S)

2.8.4 INSTALATION OF DESIGNED SHADE STRUCTURES

2.9 BUILDING T-26 AWNING SHADE STRUCTURE

2.9.1 THE APPROXIMATE DIMENSIONS FOR THE STRUCTURE NEEDED ARE AS

FOLLOWS: 6’ – 0” DEEP x 6’ – 0” WIDE x 9’ – 0” HIGH.

2.9.2 DESIGN OF SHADE STRUCTURE(S)

2.9.3 INSTALATION OF DESIGNED SHADE STRUCTURES

2.10 BUILDING 68 & 69, 72 & 73 REPLACMENT AWNINGS

2.10.1 FOUR EACH REPLACMENT AWNINGS; REPLACE EXISITING AWNING

FABRIC TO: BRAND NAME OR EQUAL ARCHITECT 400, SUNBRELLA,

PERSIAN GREEN

2.10.2 SEE PHOTOS FOR EXAMPLE OF CURRENT AWNING.

2.10.3 BUILDING NUMBER TO BE EMBROIDERED ON FACE OF EACH AWNING

TO COORDINATING BUILDING

2.10.4 INSTALATION OF REPLACEMENT SHADE STRUCTURES

2.5 ACCESSORIES

2.5.1 ACCESSORIES TO MATCH FINISHES OF OTHER CONVENTIONAL

FURNITURE ITEMS WITH THE SAME LOCATION.

3.0 SURFACE/LOCATION

3.1 SURFACE CONDITIONS AT SOUTHERN ARIZONA VAHCS, 3601 South 6th Ave., Tucson, AZ 85723

3.1.1 INSPECTION

3.1.1.1 PRIOR TO WORK OF THIS SECTION, CAREFULLY INSPECT

PREVIOUSLY INSTALLED WORK. VERIFY ALL SUCH WORK IS

COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY

PROPERLY COMMENCE.

3.1.1.2 VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN

STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, ALL

PERTINENT CODES AND REGULATIONS, AND ALL PERTINENT

PORTIONS, OF THE REFERENCED STANDARDS.

3.1.1.3 IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE

DESIGNER.

3.1.1.4 DO NOT PROCEED WITH INSTALLATION IN AREAS OF

DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN

FULLY RESOLVED.

3.2 INSTALLATION AND WORKMANSHIP

3.2.1 CONTRACTOR MUST SUPPLY A STAFFING PLAN AND PROJECT

SCHEDULE WITHIN 14 DAYS AFTER AWARD TO VA INTERIOR DESIGNER.

3.2.2 ALL INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH THE

OFFICIAL INSTRUCTIONS OF THE MANUFACTURER.

3.2.3 INSTALL LEVEL, PLUMB, AND SECURE AT PROPER LOCATION

ACCORDING TO FLOOR PLANS.

3.2.4 EACH ITEM MUST BE CLEAN AND FREE FROM DUST, PACKING MARKS,

TAGS, LABELS, ETC.

3.2.5 ALL “PUNCH LIST” ITEMS MUST BE COMPLETED PRIOR TO ACCEPTANCE

BY THE OWNER

3.2.6 PROTECTION OF EXISTING SURFACES SUCH AS, WALLS AND CEILING IS

THE RESPONSIBILITY OF THE INSTALLERS DURING INSTALLATION. ANY

DAMAGE SHALL BE REPLACED WITH LIKE MATERIAL AND FINISH AT NO

COST TO THE OWNER.

3.2.7 MAINTAIN AREAS FREE OF WASTE MATERIALS, DEBRIS, AND RUBBISH.

MAINTAIN SITE IN A CLEAN AND ORDERLY CONDITION.

3.2.8 USE CLEANING MATERIALS WHICH DO NOT CREATE HAZARDS TO

HEALTH OR PROPERTY AND WHICH WILL NOT DAMAGE SURFACES. USE

ONLY THOSE CLEANING MATERIALS AND METHODS RECOMMENDED BY

MANUFACTURER OF THE SURFACE MATERIAL TO BE CLEANED. USE

CLEANING MATERIALS ONLY ON SURFACES RECOMMENDED BY

CLEANING MATERIAL MANUFACTURER.

3.2.9 VENDOR WILL PROVIDE FOR ALL DUMPSTERS, HAUL FEES AND DUMP

CHARGES AS REQUIRED. DO NOT USE GOVERNMENT COLLECTION

FACILITIES AT ANY TIME.

3.2.10 INSTALLER IS RESPONSIBLE FOR PROVIDING ALL TOOLS AND

EQUIPMENT THAT IS NEEDED FOR INSTALLATION. VA WILL NOT

PROVIDE TOOLS AND/OR EQUIPMENT.

3.2.11 ALL INSTALLERS ARE RESPONSIBLE FOR CHECKING INTO INTERIOR

DESIGN PRIOR TO INSTALLING AND OBTAINING TEMPORARY BADGES.

CONTRACTORS SHALL HAVE PHOTO ID ON PERSON AT ALL TIMES.

3.2.12 INSTALLERS MUST FOLLOWING THE STANDARD VA CODE OF CONDUCT

AT ALL TIMES WHILE ON VA PROPERTY.

3.2.13 INSTALLATION SHALL TAKE PLACE DURING NORMAL BUSINESS HOURS.

MONDAY THROUGH FRIDAY, 8am TIL 4:30pm LOCAL TIME.

NO OVERTIME IS AUTHORIZED FOR THIS WORK.

3.4 WORK BY OTHER VENDORS

3.4.1 ALL WORK PROPOSED TO BE COMPLETED BY OTHER VENDORS SHALL

BE IDENTIFIED UNDER THIS SECTION.

3.5 FEDERAL GOVERNMENT;

3.5.1 RESTROOMS AND PARKING WILL BE AVAILBLE ON SITE DURING WORK

HOURS

END OF SECTION

PRICE/COST SCHEDULE

ITEM INFORMATION

ITEM

NUMBER

DESCRIPTION OF

SUPPLIES/SERVICES QUANTITY UNIT

UNIT

PRICE AMOUNT

0001 ________ __________ Shade Structure Bldg 57 COURTYARD SHADE STRUCTURE

THE APPROX. SQFT OF SHADE NEEDED FOR THIS AREA IS 350 SF.

BIDDER MUST DESIGN A SHADE SAIL STRUCTURE FOR THE MAIN

PATIENT ENTRANCE TO THIS BUILDING.

0001A 1.00 JB ________ __________

Shade Structure Bldg 57 Please Detail pricing for Main Items and Supplies

0001B 1.00 JB ________ __________

Shade Structure Bldg 57 Installation, Please detail pricing include hourly rates

0002 ________ __________ Shade Structure Bldg 30 Outdoor Fitness Approx. SQFT 1500 of shade. THERE ARE NO STRUCTURAL BUILDINGS IN THIS

AREA TO ATTACH SHADE SAILS.

0002A 1.00 JB ________ __________

Shade Structure Bldg 30 Please Detail Pricing for main Items and Supplies

0002B 1.00 JB ________ __________

Shade Structure Bldg 30 Please Detail installation pricing including hourly rate

0003 ________ ___________ Shade Structure The Bar Approx. SQFT 3,000

THERE ARE NO STRUCTURAL BUILDINGS IN THIS AREA TO ATTACH SHADE

SAILS.

0003A 1.00 JB ________ ___________

Shade Structure The Bar Please Detail Pricing for Main Items and Supplies

0003B 0.00 JB ________ ___________

Shade Structure The Bar Installation Please detail installation costs including price per Hr.

0004 ________ ___________ Shade Sturcture T26

THE APPROXIMATE DIMENSIONS FOR THE STRUCTURE NEEDED ARE AS

FOLLOWS: 6’ – 0” DEEP x 6’ – 0” WIDE x 9’ – 0” HIGH.

0004A 1.00 JB ________ ___________

Shade Sturcture T26 Please detail pricing for large items and supplies

0004B 1.00 JB ________ ___________

Shade Sturcture T26 Please detail pricing for installation and include hourly rate

0005 ________ ___________ Repace Awnings Bldg 68,69,72,73

0005A 4.00 JB ________ ___________

Repace Awnings Bldg 68,69,72,73 Price for Replacement Supplies Including Building Number printed on face

0005B 4.00 JB ________ ___________

Repace Awnings Bldg 68,69,72,73 Pricing for replacement installation

0006 1.00 JB ________ ___________

Design of Shade System and Project Management

GRAND

TOTAL